Planning Commission Revised Preliminary Plan & Final Plat Maplebrooke Reserve Subdivision Montville Township EXECUTIVE SUMMARY

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Planning Commission Revised Preliminary Plan & Final Plat Maplebrooke Reserve Subdivision Montville Township Meeting: October 5, 2016 App. No.: 091-2016 RPP and 093-2016-FP Applicant: Cambridge Service Co. Engineer: Suhail & Associates Parcel No.: 030-11C-09-007 Site Area: 51.44 acres Open Space: 38.07 acres (74%) Sublots: 40 Zoning: R-1, Single-Family Low Density Residential Utilities: Central sanitary sewers and water School Dist.: Medina City Reviewer: Susan Hirsch EXECUTIVE SUMMARY The site is located on the south side of Poe Road west of the I-71 overpass (see location map). The proposal for the 51.73 acre site includes 40 single family sublots on a public cul-de-sac street. The site will be served by public water and sewer. Recommendation (Revised Preliminary Plan & Final Plat): APPROVAL WITH MODIFICATIONS ADJACENT ZONING/LAND USE Direction Zoning Land Use North R-1 Single-family Low Density Residential Fox Meadows Open Space East R-1 Single-family Low Density Residential Single family homes along Poe Road Agriculture/undeveloped South R-1 Single-family Low Density Residential I-71; Agriculture/undeveloped West R-1 Single-family Low Density Residential Single family homes along Poe Road Medina Bird Club Wooded/ undeveloped Proposal: The applicant proposes to create 40 sublots on a public (60 foot right-of-way [ROW]) permanent cul-de-sac street (see GIS map). The proposed subdivision is to be served by central water and sewer. A detention pond is shown within Block A, an open space block south of Poe Road and west of the cul-de-sac street and in Block C, an open space block south of the homes on the cul-de-sac bulb. There is also a landscaped open space area, Block B, along Poe Road east of the cul-de-sac street. Block C consists of a 35.99 acres of undisturbed open space and it is located south of the homes on the cul-desac bulb. Block D consisting of 0.0488 acres is the landscaped center of the cul-de-sac bulb, and Blocks E through H are median islands.

Maplebrooke Reserve Subdivision, Revised Preliminary Plan and Final Plat Access: Access to the site is provided via Maplebrooke Trace, the proposed permanent cul-desac subdivision street, to Poe Road. The properties on either side of the subject site are either currently developed and/or they have alternate access. There is no requirement for a temporary stub street from the proposed development. Site Conditions: A majority of the site is currently undeveloped and wooded. There is an existing residence that currently accesses Poe Road. The topography is gently rolling; the site slopes upward from Poe Road to its highest point within the open space area south of the proposed cul-de-sac bulb. Several small streams cross the large open space area on the southern portion of the site. Additionally, there may be a small wetlands area within the Open Space Block C at the southern end of the property, and a plugged gas well within Sublot 37. Zoning: The subject property is zoned R-1 Residential District. The Montville Township Zoning Resolution indicates that the purpose of the R-1 District is to provide for the development of low density single-family residential dwellings on subdivided lots with a minimum lot size of two (2) acres, planned neighborhood developments to enable the review of large scale developments, and controlled density planned residential developments to preserve reasonable amounts of open space in the Township. Maplebrooke Reserve Subdivision is proposed to be developed under the Controlled Density regulations. The objective of the Controlled Density PRD is to, provide alternative housing types and the preservation of open space through the flexible arrangement of buildings in a unified development. In the R-1 District a Controlled Density development has a maximum gross density of 0.8 du/acre, a maximum of 4 units on any one acre, and minimum restricted open space of 35%. Background: A Preliminary Plan for this property, under the name Oak Lane Subdivision, was approved with modifications by the Planning Commission on August 6, 2014. Subsequently, a Final Plat for Maplebrooke Reserve was submitted for the June 5, 2015 Planning Commission meeting and then continued to the July meeting due to unresolved storm water discharge issues. The Final Plat was not resubmitted until now along with the Revised Preliminary Plan. Revised Preliminary Plan Agency Comments: Italicized text indicates quotations from submitting agency comments. Medina County Health Department, Christine Fienga, 9/23/2016. This subdivision will be serviced by sanitary sewer and public water so our office has no further comments. Columbia Gas, Russ Johnson, 9/20/2016. Columbia Pipeline Group has no facilities impacted by this project. Ohio Department of Transportation (ODOT), Jared Feller, 9/9/2016. Since Maplebrooke Reserve does not have direct access to a state highway, ODOT has no objections. Medina County Soil and Water Conservation District (MCSWCD), Jim Dieter, 7/29/2014, No additional comments. Planning Commission Page 2 of 6 October 5, 2016

Maplebrooke Reserve Subdivision, Revised Preliminary Plan and Final Plat 7/1/2014. Maplebrooke Reserve Subdivision is located off of Poe Rd west of the I-71 over pass. It has proposed 40 single family homes on approximately 13.06 acres. An additional 38.67 acres are proposed as open space. Houses will be serviced by public water and sewer. Proposed detention basin at the northwest corner of the subdivision is very close to the west property line and the road right of way. Township zoning setbacks may require a greater setback distance that what is proposed. This area is part of the open space; township will need to address this location. A minimum of a 15 foot buffer is recommended to perform any maintenance. The soil in this area is Wadsworth silt loam. Wadsworth Silt loam has seasonal high water table and is moderately slow permeability. Houses with basements may have limitations. The southern section of this development is best suited as open space due to its natural features. The trees may also buffer some highway noise. Open space adjacent to the homes along the south end of the development should be marked so that the owner does not encroach into the open space area. Will the proposed open space be maintained by a Homeowners Association (HOA) and what would be the plans to maintain this open space? Sanitary Engineer, Jeremy Sinko, 9/15/2016, APPROVED. Highway Engineer, Andy Conrad, 9/12/2016. CONDITIONAL APPROVAL. 1. Show Fox Meadow Drive and the Whitetail Crossing Subdivision. 2. Drainage assessments are required. 3. Developer responsible for sidewalk installation along the frontage of all Blocks. 4. Show easement for relocated gas line & gas line owner contact information. Montville Township, Paul Jeffers, Zoning Inspector, 9/22/2016. CONDITIONAL APPROVAL. Montville Twp. Zoning Commission has approved the preliminary plans for this development. There are some outstanding items that need to be complied to prior to final approval: 1. Landscaping plan for the entrance due to the reconfiguration of the detention basins. 2. Center islands within the roadway are not engineered to allow for snow removal. 3. Plant material for center islands, recommend low lying plantings. 4. Dedicated area for USPS Cluster Unit Mailboxes must be shown. Staff Comments: 1. The currently submitted Revised Preliminary plan reflects the following changes from the August 2014 approved Preliminary Plan: a. The addition of a storm water management easement within Block C at the southern end of the cul-de-sac. b. An increase in the size of the detention pond on Block A. c. Addition of pedestrian access to the Block C open space area; a 20 foot area between Sublots 15 and 16 north side of Maplebrooke Trace and a 15 foot area between Sublots 26 and 27 south of Maplebrooke Trace. d. Subsequent changes to the sublot widths to allow for the above changes. 2. Label the detention pond in Block C, and indicate existing structures that are to be removed. Planning Commission Page 3 of 6 October 5, 2016

Maplebrooke Reserve Subdivision, Revised Preliminary Plan and Final Plat 3. Label all Blocks as Open Space. 4. The proposed subdivision is consistent with Montville Township zoning. 5. The proposed subdivision is consistent with the Montville Township Comprehensive Plan. 6. Highway Engineer s comments must be addressed prior to Director signing the Final Plat. 7. Tax Maps comments must be addressed 8. Applicant must submit documentation of notification to the US Army Corps of Engineers of the proposed Maplebrooke Reserve Subdivision. 9. Draft HOA documents addressing maintenance of the open space blocks and the detention ponds have been submitted for review by the Prosecutor s Office and the Township. HOA documents must be approved by the Prosecutor s Office and the Township prior to Final Plat approval. Staff Recommendation: Staff recommends that the Medina County Planning Commission APPROVE WITH MODIFICATIONS the Revised Preliminary Plan for Maplebrooke Reserve Subdivision. The required modifications include the following: 1. Label the detention pond in Block C, and indicate existing structures that are to be removed. 2. Label all Blocks as Open Space. 3. Address Highway Engineer s comments. 4. Tax Maps comments must be addressed 5. Applicant must submit documentation of notification to the US Army Corps of Engineers of the proposed Maplebrooke Reserve Subdivision. 6. HOA documents addressing maintenance of the open space blocks and the detention pond must be approved by the Prosecutor s Office and the Township prior to Final Plat approval. Final Plat Agency Comments: Italicized text indicates quotations from submitting agency comments. Sanitary Engineer, Jeremy Sinko, 9/15/2016, CONDITIONAL APPROVAL. There are a few revisions that need to be made to the Final Plat; the requested revisions have been emailed to the engineer. Also, Medina County Prosecutor s Office is reviewing the Underground Easement language to determine if the MCSE is at risk. Once these issues are resolved, the MCSE will sign the plat. Ohio Department of Transportation (ODOT), Jared Feller, 9/9/2016. Since Maplebrooke Reserve does not have direct access to a state highway, ODOT has no objections. Highway Engineer, Andy Conrad, 9/12/2016. CONDITIONAL APPROVAL. 1. Show existing and proposed monuments. 2. Provide basis of bearing. 3. Tie down easements. 4. Are you proposing a gas well easement or no build area? Clarify. 5. Provide easement to relocated gas line (provide name of gas company). Planning Commission Page 4 of 6 October 5, 2016

Maplebrooke Reserve Subdivision, Revised Preliminary Plan and Final Plat 6. Provide dimensions along centerline to locate Blocks. 7. Provide survey monument legend. 8. Poe road clarification 9. Revise Block A & B language. 10. Show I-71 right-of-way. Tax Maps, Beth Mika, 9/26/2016. CONDITIONAL APPROVAL 1 It is recommended that you submit the final subdivision plat to Tax Maps for review, before obtaining signatures. 2. Remove existing parcel numbers from final plat. 3. Subject to all Tax Map Dept. comments from previous Planning Dept. reviews and/or extension requests. 4. Subject to Medina County Engineer Land Conveyence Standards found at: http://engineer.medinaco.org/surveying/landconveystds.pdf and to all Tax Map Dept. comments from previous Planning Dept. reviews. Staff Comments: 1. The following required data/information was not provided on or with the Final Plat (Subdivision Regulation section references are included): a. An original mylar of the Final Plat. 404(D)(2)d. Submit the original mylar. b. Total site data - Including number of residential lots. 404(D)(2) f.13. Add the number of lots to the site data table. c. Signature and seal of a Registered Surveyor on each sheet. 404(D)(2)f.16. Include the surveyor s signature on each sheet of the plat. d. Notarized certification by the owner or owners of the subdivision. 404(D)(2)f.17. Provide notarized signatures of the owners. e. Certification from the Township that the Final Plat as submitted is in compliance with local zoning standards and requirements. Such Certification shall be in the form of an executed signature block on the original mylar and signed by at least two of the Township Trustees. 404(D)(2)g.1. Provide signatures of at least two of the township trustees. f. Certification of County Engineer that all required improvements have been satisfactorily installed or financial guarantees have been provided to cover all construction. 404(D)(2)g.4. Provide the signature of the Highway Engineer. g. Acceptance of offers of dedication by County Commissioners, when all improvements have been constructed, or financial guarantees and construction agreements have been approved. 404(D)(2)g.4. Provide the signatures of the County Commissioners. h. For new subdivisions with planned public improvements written approval by the applicable U.S. Army Corps of Engineers District Office (USACE), or other applicable agency, is required before acceptance of public improvements or dedication of public easements. 404(D)(2)g.9. Provide written approval from the USACE. i. Covenants and Restrictions and/or deed restrictions including establishment of Owners Association, and if applicable, assignment of responsibilities, ownership of common areas, and any other areas of responsibility or concern relative to Planning Commission Page 5 of 6 October 5, 2016

Maplebrooke Reserve Subdivision, Revised Preliminary Plan and Final Plat public or private maintenance of areas or facilities shall be approved by the Medina County Prosecutors Office as to form and correctness. 404(D)(2)h. Provide evidence of Prosecutor s Office approval of the submitted homeowner s association (HOA) documents. j. Protective covenants, conditions and restrictions, if any, shall be either shown on the plat or recorded separately as a separate instrument, provided volume and page reference thereto is indicated on the plat. 404(D)(2)h. Provide recorded HOA document reference notation on the plat. 2. Label all Blocks as Open Space. 3. There is a plugged gas well on Sublot 37. In November of 2015 the applicant was granted a variance to permit a 20 foot setback from the well rather than the required 50 foot setback. The wording on the plat, stating that there is a 20 foot easement needs to be clarified. Suggest calling it a setback rather than an easement. 4. The proposed Final Plat fulfills the purpose and intent and meets the standards and requirements of the Subdivision Regulations per 404(D)(5)b.1. and 2. 5. The proposed Final Plat is in substantial conformance with the submitted Revised Preliminary Plan per 404(D)(5)b.3. 6. The proposed Final Plat appears to be in substantial conformance with the Township Zoning Resolution per 404(D)(5)b.4. 7. Upon receipt of Highway Engineer s certification of approval of the construction drawings, the Director is authorized to execute the Final Plat on behalf of the Planning Commission upon certification by the Highway Engineer that the construction is complete or that adequate financial guarantees have been provided per 404(D)(5)b.7. Staff Recommendation: Staff recommends that the Medina County Planning Commission APPROVE WITH MODIFICATIONS the Final Plat for Maplebrooke Reserve Subdivision subject to the following: 1. Satisfy the Highway Engineer, Sanitary Engineer and Tax Maps conditions of approval as listed above. 2. Label all Blocks as Open Space. 3. Clarify that 20 foot easement from the plugged well on Sublot 37 is a setback. 4. Provide the above listed required data/information on or with the original Mylar of the Final Plat. 5. Submit documentation of notification to the US Army Corps of Engineers of the proposed Maplebrooke Reserve Subdivision. 6. HOA documents addressing maintenance of the open space blocks and the detention ponds must be approved by the Prosecutor s Office and the Township prior to Final Plat approval. The Director will sign the Final Plat upon satisfaction of all above conditions. R:\arcview\wp_planning\major_subdivisions\2016\maplebrook_res_final\working_docs\Maplebrooke_Reserve_finalplat_093-2016FP.doc.docx Planning Commission Page 6 of 6 October 5, 2016

TORINGTON DRIVE WADSWORTH ROAD FOXGLOVE DRIVE WADSWORTH ROAD PEBBLE COURT PERIAN COURT MONTAUK POINTE INTERSTATE HIGHWAY 71 RIDGESTONE WAY POE ROAD ANTLER TRAIL FOX GLEN DRIVE R-1 POE ROAD DEER TAIL DRIVE FOX MEADOW DRIVE DEER RUN DRIVE MAIDSTONE LANE H OUNDS R UN DRIVE FAWNDALE DRIVE FOX MEADOW DRIVE WATERCOURSE DRIVE HEDGEWOOD DRIVE POE ROAD INTERSTATE HIGHWAY 71 Visit us on the web at www.planning.co.medina.oh.us Maplewood Reserve Rev. Pre. Plan & Final Plat App. 091 & 093-2016 Montville Township Meeting Date: 10/5/2016 Zoning: R-1 Area: 51.44 acres Sublots: 40 O 1:12,000 0 125 250 500 750 1,000 Feet

DEER RUN DRIVE 1210 1218 1210 1212 12 12 1 2 14 1220 1206 1208 04 1 2 1 2 08 12 24 1 214 1210 1204 120 8 12 16 1198 1200 1 1218 2 DEER RUN DRIVE R-1 1 FAWNDALE DRIVE 021200 206 FAWNDALE DRIVE 1218 1 22 0 POE ROAD 1212 12 18 1 216 121 2 12 10 1 2 1 122 4 08 POE ROAD 214 1226 1230 1218 1228 12 26 1220 1222 12 20 1 226 1224 1218 1220 1210 1222 1 226 1222 1232 Visit us on the web at www.planning.co.medina.oh.us Maplewood Reserve Rev. Pre. Plan & Final Plat App. 091 & 093-2016 Montville Township Meeting Date: 10/5/2016 Zoning: R-1 Area: 51.44 acres Sublots: 40 O 1:5,400 0 60 120 240 360 480 Feet

SURVEYOR'S CERTIFICATE: BEING PART OF LOT NO.'S 39, 53 AND 54 IN THE TOWNSHIP OF MONTVILLE, COUNTY OF MEDINA, STATE OF OHIO AND CONTAINING 51.4427 ACRES OF LAND OF WHICH 1.2601 ACRES IS IN BLOCK 'A', 0.7205 ACRES IS IN BLOCK 'B', 35.7587 ACRES IS IN BLOCK 'C', 0.0488 ACRES IS IN BLOCK 'D', 0.0034 ACRES IS IN BLOCK 'E', 0.0034 ACRES IS IN BLOCK 'F', 0.0034 ACRES IS IN BLOCK 'G', 0.0034 ACRES IS IN BLOCK 'H', 0.0034 ACRES IS IN BLOCK 'I', 0.0034 ACRES IS IN BLOCK 'J', 2.7971 ACRES ARE IN STREETS, 10.8371 ACRES ARE WITHIN THE SUBDIVISION OF LOTS 1 THRU 40. DIMENSIONS SHOWN ON THIS PLAT ARE EXPRESSED IN FEET AND DECIMAL PARTS THEREOF AND ALL BEARINGS ARE TO AN ASSUMED MERIDIAN AND ARE USED TO INDICATE ANGLES ONLY. PERMANENT MONUMENTS WERE FOUND OR WILL BE SET AT ALL POINTS INDICATED HEREON. I HEREBY CERTIFY THAT I HAVE SURVEYED THE PREMISES AND PREPARED THIS PLAT AND THAT SAID PLAT IS CORRECT. MAPLEBROOKE RESERVE SITUATED IN THE TOWNSHIP OF MONTVILLE, COUNTY OF MEDINA AND STATE OF OHIO AND KNOWN AS BEING PART OF LOT NO.'S 39, 53 AND 54 OF MONTVILLE TOWNSHIP TOWNSHIP TRUSTEES OF MONTVILLE TOWNSHIP HERE BY CERTIFY THAT THIS PLAT MEETS ALL REQUIREMENTS OF THE TOWNSHIP ZONING RESOLUTION THIS DAY OF, 20. THIS PLAT IS APPROVED BY THE MEDINA COUNTY PLANNING COMMISSION, THIS DAY OF, 20. DIRECTOR CHAIRPERSON THIS PLAT IS APPROVED BY THE COUNTY ENGINEER OF THE MEDINA COUNTY, THIS DAY OF, 20. CHAIRMEN TRUSTEES TRUSTEE ALL REQUIRED IMPROVEMENTS HAVE BEEN SATISFACTORILY INSTALLED AND ADEQUATE FINANCIAL GUARANTEES HAVE BEEN APPROVED BY THE MEDINA COUNTY ENGINEER COUNTY ENGINEER THIS PLAT IS APPROVED BY THE MEDINA COUNTY SANITARY ENGINEER THIS DAY OF, 20. (SANITARY SEWER AVAILABLE) WADSWORTH RD FOX MEDADOW DR ABORDEN LN MAIDSTONE LN THIS PLAT IS APPROVED FOR TRANSFER THIS DAY OF, 20. SANITARY ENGINEER WATERCOURSE DR. RECEIVED FOR TRANSFER THIS DAY OF 20. TAX MAP DRAFTSMAN HEDGE WOOD DR COUNTY AUDITOR RECEIVED FOR RECORDING THIS DAY OF 20. AT RECORDED THIS DAY OF 20 IN VOL. PAGE FEE OWNERS CERTIFICATE, ACCEPTANCE & DEDICATION POE ROAD WE, THE UNDERSIGNED OWNERS, HEREBY CERTIFY THAT THE ATTACHED PLAT CORRECTLY REPRESENTS MAPLEBROOKE RESERVE, A SUBDIVISION OF LOTS 1 TO 40 INCLUSIVE, AND DO HEREBY ACCEPT THIS PLAT OF SAME AND DEDICATE TO PUBLIC USE ALL STREETS SHOWN HEREON AND DESIGNATED AS MAPLEBROOKE TRACE 60 FT. WIDE. WE GRANT ALL EASEMENTS FOR SEWERS AND DRAINAGE SHOWN HEREON TO PUBLIC USE. THE UNDERSIGNED FURTHER AGREES THAT ANY USE OF IMPROVEMENTS MADE ON THIS LAND SHALL BE IN CONFORMITY WITH ALL EXISTING ZONING, PLATTING, HEALTH OR OTHER LAWFUL RULES AND REGULATIONS OF THE TOWNSHIP OF MONTVILLE, OHIO, FOR THE BENEFIT OF THEMSELVES AND ALL OTHER SUBSEQUENT OWNERS OR ASSIGNS TAKING TITLE FROM, UNDER OR THROUGH THE UNDERSIGNED. DEER RUN DR SITE SR 71 UNDERGROUND EASEMENT COUNTY RECORDER THE OWNERS OF THE WITHIN PLATTED LAND DO HEREBY GRANT UNTO THE OHIO EDISON CO., G.T.E. AND CABLEVISION, THEIR SUCCESSORS AND ASSIGNEES (HERE IN AFTER REFERRED TO AS THE GRANTEES) A PERMANENT RIGHT-OF-WAY EASEMENT TWELVE FEET (12') IN WIDTH OVER, UNDER, AND THROUGH ALL SUBLOTS AND ALL LANDS SHOWN HEREON PARALLEL AND ADJACENT TO ALL STREET LINES (UNLESS SHOWN OTHERWISE ON THE PLAT) TO CONSTRUCT, PLACE, OPERATE, MAINTAIN, REPAIR, RECONSTRUCT AND RELOCATE SUCH UNDERGROUND ELECTRIC AND COMMUNICATION CABLES, DUCTS, CONDUITS, SURFACE OR BELOW GROUND MOUNTED TRANSFORMERS, PEDESTALS, CONCRETE PADS AND OTHER FACILITIES AS WITNESS STATE OF OHIO ) COUNTY OF MEDINA ) S S OWNER VICINITY MAP NOT TO SCALE ARE DEEMED NECESSARY OR CONVENIENT FOR THE GRANTEES TO DISTRIBUTE AND TRANSMIT ELECTRICITY AND COMMUNICATIONS SIGNALS FOR PUBLIC AND PRIVATE USE AT SUCH LOCATIONS AS GRANTEES MAY DETERMINE UPON, WITHIN AND ACROSS THE EASEMENT PREMISES. SAID EASEMENT SHALL INCLUDE THE RIGHT TO INSTALL, MAINTAIN, REPAIR AND AUGMENT ELECTRIC AND COMMUNICATIONS FACILITIES OUTSIDE THE ABOVE DESCRIBED PREMISES AND SHALL ALSO INCLUDE THE RIGHT OF ACCESS, INGRESS AND EGRESS TO AND FROM ANY OF THE WITHIN DESCRIBED PREMISES FOR THE PURPOSE OF EXERCISING ANY OF THE EASEMENT RIGHTS INDICATED HEREIN. GRANTEES SHALL AT THEIR EXPENSE RESTORE THE LAND TO ITS CONDITION AS IT EXISTED IMMEDIATELY PRIOR TO THE WORK PERFORMED BY GRANTEES, EXCEPT GRANTEES SHALL NOT BE RESPONSIBLE FOR REPLACING OR REPAIRING ANY PERMANENT STRUCTURE, TREES OR SHRUBS WHICH ARE LOCATED WITHIN THE EASEMENT BOUNDARIES AND ARE DAMAGED OR REMOVED AS A RESULT OF WORK PERFORMED AS PROVIDED FOR HEREIN BY GRANTEES. THE SUBLOTS SHALL BE RESTRICTED TO UNDERGROUND UTILITY SERVICE. BEFORE ME, A NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE, DID PERSONALLY APPEAR THE ABOVE NAMED AND WHO ACKNOWLEDGED THE MAKING OF THE FOREGOING INSTRUMENT AND THE SIGNING OF THIS PLAT TO BE THEIR OWN FREE ACT AND DEED. OWNER IN TESTIMONY THEREOF I HAVE HEREUNTO SET MY HAND AND OFFICIAL SEAL THIS DAY OF 2015. NOTARY PUBLIC MY COMM. EXPIRES MAPLEBROOKE RESERVE TITLE SHEET 20150119 1 OF 4

STORMWATER MANAGEMENT EASEMENT S82 18' 41"E S63 45' 31"E S26 39' 09"E S45 12' 20"E S49 58' 39"W S35 31' 05"W 15,245 S.F. 0.3500AC. N1 35' 17"W N30 44' 45"W S31 25' 29"W 1286.18' DEED, 1288.77' MSD. S/L 20 15,245 S.F. 0.3500 AC. S/L 22 S16 13' 07"W 47.52 S9 06' 59"E 66.08 N72 37' 26"E C17 15,245 S.F. 0.3500 AC. S 01 01'10" W 1284.91' MSD. C16 C15 N67 51' 07"W C18 S/L 23 S/L 19 12,606 S.F. 14,462 S.F. 0.2894 AC. 0.3320 AC. C19 C14 N79 52' 10"W S4 21' 35"W 47.52 R26' S11 51' 37"E 82.18 173.02 S0 40' 59"W 68.06 S7 24' 11"W 66.08 S24 15' 53"W 68.80 S78 02' 57"E C13 S/L 24 161.12 S/L 18 12,565 S.F. 13,007 S.F. C20 0.2885 AC. 0.2986 AC. C21 BLOCK 'D' 2124 S.F. 0.0488 A.C. C12 THE MEDINA BIRD CLUB INC. N83 31' 22"W S82 56' 35"E C11 P.P. # 030-11C-09-003 165.79 DATE: 12-19-1983 BLOCK 'C' 1,557,650 S.F. 35.7587 AC. 182.08 S/L 25 78.25 S/L 17 11,813 S.F. 12,350 S.F. 0.2712 AC. S0 21' 40"W S23 28' 01"W 68.67 C22 C23 C3 S1 04' 18"W 75.36 C10 0.2835 AC. N87 16' 18"W S87 36' 28"E C9 S/L 26 11,465 S.F. 0.2632 AC. 50' REAR SETBACK S/L 16 11,401 S.F. 0.2617 AC. S 89 47' 46" E 219.99' REC. & MSD. S/L 15 S/L 27 11,196 S.F. 0.2570 AC. 0.2510 AC. S/L 14 S/L 28 11,185 S.F. 0.2568 AC. 0.2517 AC. S/L 13 10,988 S.F. 0.2522 AC. S/L 29 11,173 S.F. 0.2565 AC. 50' REAR SETBACK S/L 12 S/L 30 11,161 S.F. 0.2562 AC. 11,015 S.F. 0.2529 AC. S/L 11 11,041 S.F. S/L 31 11,149 S.F. 0.2559 AC. 0.2535 AC. S/L 10 159.19 S/L 32 11,137 S.F. 0.2557 AC. 11,067 S.F. 0.2541 AC. 40' BUILDING SETBACK 12' UTILITY EASEMENT 36.65' 25.82' 20.00' BLOCK 'E' 146 S.F. C34 C35 C36 12' 0.0034 A.C. 12' MAPLEBROOKE TRACE (60') 45' 12' 913.52 C31 45' 12' 12' BLOCK 'F' 12' BLOCK 'G' 146 S.F. 146 S.F. 15.00' C32 C33 0.0034 A.C. 0.0034 A.C. 22.25' 75.00' 75.00' 17.47' 15' SANITARY EASEMENT 40' BUILDING SETBACK 5.31' 156.03 S 89 47' 46" E 161.90' REC. & MSD. 61.13' 159.86 156.41 159.69 156.78 30' STORM EASEMENT 159.53 157.16 159.36 157.54 157.92 159.02 158.30 S/L 9 11,094 S.F. S/L 33 11,125 S.F. 0.2554 AC. 0.2547 AC. 158.85 158.67 N 00 08'20" W 1345.36' REC., 1345.25' MSD. S/L 34 11,113 S.F. 0.2551 AC. 11,120 S.F. 0.2553 AC. 158.68 159.05 S/L 7 11,147 S.F. 0.2559 AC. S/L 35 11,101 S.F. 0.2548 AC. N 00 01'54" E 1346.00' REC. & MSD. 30' DRAINAGE EASEMENT 158.51 159.43 S/L 6 11,173 S.F. 0.2565 AC. S/L 36 11,881 S.F. 0.2728 AC. 50' REAR SETBACK 75.00' 158.33 159.81 S/L 5 11,200 S.F. 0.2571 AC. S/L 37 11,868 S.F. 0.2725 AC. 75.00' 158.14 160.18 S/L 4 11,226 S.F. S/L 38 11,064 S.F. 0.2540 AC. 0.2577 AC. 20' STM. EASEMENT S/L 3 S/L 39 11,019 S.F. 0.2530 AC. 30' DRAINAGE EASEMENT 50' REAR SETBACK 0.2669 AC. 155.91 S/L 40 S/L 2 12,212 S.F. 40' BUILDING SETBACK C24 C25 C26 S0 10' 13"W 13.87 20' STM. EASEMENT S0 10' 13"W PENNYPACKER A. CLARK TRUSTEE P.P. # 030-11C-09-004 DATE: 08-10-2007 20' STORM SEWER EASEMENT EDWARD J. & CANDALE L. TREMP P.P. # 030-11C-09-008 DATE: 05-11-1976 WHITE TAIL CROSSING LLC. P.P. # 030-11C-09-005 DATE: 12-18-2002 157.98 160.56 81.00' C8 S86 46' 44"E 162.33 C7 10,652 S.F. 0.2445 AC. 81.00' 0.2803 AC. S81 56' 43"E 147.28 170.49 13,030 S.F. S/L 1 C27 0.2991 AC. 81.00' N77 52' 56"W 185.37 375.00' C6 OPEN SPACE BLOCK "A" 54,890 S.F. 1.2601 A.C. ENTIRE BLOCK "A" ENCOMPASS STORM WATER MANAGEMENT EASEMENT C2 C28 S25 06' 57"W N25 04' 48"E 11.85 12.15 C37 BLOCK 'H' 146 S.F. N18 46' 34"E 12.40 0.0034 A.C. OPEN SPACE BLOCK "B" 31,384 S.F. 0.7205 A.C. ENTIRE BLOCK "B" ENCOMPASS STORM WATER MANAGEMENT EASEMENT C38 BLOCK 'I' 146 S.F. 0.0034 A.C. 261.00' C5 BLOCK 'J' 146 S.F. 0.0034 A.C. C40 S89 59' 06"W 24.82 C4 O.L. 40 O.L. 53 S89 54' 44"E C1 243.04 C42 S 89 54' 44" E S 89 54' 44" E 380' 40.00' O.L. 41 O.L. 52 119.17' REC. & MSD. REC. & MSD. POE ROAD C43 C29 S18 54' 47"W 11.62 C44 C30 C39 C41 S12 39' 54"W 11.85 N12 36' 57"E 12.15 FOX MEADOW DRIVE C.F. MEADOW ARCIS LLC P.P. # 030-11A-18-088 N0 10' 13"E 21.53 EDWARD J. & CANDALE L. TREMP P.P. # 030-11C-09-009 DATE: 05-11-1976 Curve Table Curve Table Curve Table Curve # Length Radius Delta Chord Direction Chord Length Tangent Curve # Length Radius Delta Chord Direction Chord Length Tangent Curve # Length Radius Delta Chord Direction Chord Length Tangent C1 123.90' 265.00' 26 47' 16" N13 33' 51"E 122.77' 63.10' C21 37.03' 40.00' 53 02' 46" N34 17' 03"E 35.72' 19.96' C41 S78 13' 28"E C2 355.32' 760.00' 26 47' 16" S13 33' 51"W 352.10' 180.97' C22 11.92' 9 0 42' 15" N7 24' 32"E 11.92' 5.96' C42 N80 23' 12"W C3 220.50' 1000.00' 12 38' 01" N6 29' 14"E 220.05' 110.70' C23 78.97' 969.97' 4 39' 53" N4 43' 29"E 78.95' 39.51' C43 10.00' 399.11' 1 26' 09" N21 40' 45"E 10.00' 5.00' C4 31.75' 22.00' 82 41' 17" S48 44' 38"W 29.07' 19.36' C24 37.62' 969.98' 2 13' 19" N1 16' 53"E 37.61' 18.81' C44 10.00' 265.00' 2 09' 44" N15 01' 08"E 10.00' 5.00' C5 104.35' 299.00' 19 59' 45" N17 23' 53"E 103.82' 52.71' C25 42.06' 790.00' 3 03' 03" S1 41' 45"W 42.06' 21.04' C6 223.76' 730.00' 17 33' 45" N18 36' 52"E 222.89' 112.77' C26 66.65' 790.00' 4 50' 01" S5 38' 17"W 66.63' 33.34' C7 70.54' 730.00' 5 32' 11" S7 03' 54"W 70.51' 35.30' C27 67.18' 790.00' 4 52' 21" S10 29' 28"W 67.16' 33.61' C8 52.58' 730.00' 4 07' 36" S2 14' 01"W 52.57' 26.30' C28 187.28' 789.99' 13 34' 58" S19 43' 07"W 186.84' 94.08' C9 C10 C11 45.98' 67.40' 29.22' 1312.13' 1030.00' 1030.00' 2 00' 28" 3 44' 56" 1 37' 32" N1 26' 57"E N4 36' 10"E N7 17' 24"E 45.98' 67.38' 29.22' 22.99' 33.71' 14.61' C29 C30 C31 61.08' 38.89' 231.00' 22.00' 15 08' 58" 101 16' 22" S18 56' 07"W S39 16' 33"E 60.90' 34.02' 30.72' 26.82' Line Table Line # Length Direction C12 33.63' 40.00' 48 10' 04" S15 58' 52"E 32.65' 17.88' C32 C13 10.28' 8 24' 45" N35 51' 32"W 10.27' 5.15' C33 C14 65.73' 53 48' 03" N4 45' 08"W 63.34' 35.51' C34 C15 45.33' 37 06' 22" N40 42' 04"E 44.55' 23.49' C35 C16 35.62' 29 09' 28" N73 49' 59"E 35.24' 18.21' C36 C17 45.33' 37 06' 22" S73 02' 06"E 44.55' 23.49' C37 S65 15' 02"E C18 45.33' 37 06' 22" S35 55' 44"E 44.55' 23.49' C38 N67 24' 46"W C19 50.83' 41 36' 27" S3 25' 40"W 49.72' 26.60' C39 S70 26' 23"E C20 44.69' 36 34' 32" S42 31' 10"W 43.93' 23.13' C40 N76 03' 43"W DESIGNED BY CHECKED BY REVIEWED BY MAPLEBROOKE RESERVE PREPARED FOR OAK LANE ASSOCIATES LTD. 130 WEST STREETSBORO STREET HUDSON, OHIO 44236 PH. NO. (330) 656-3999 DATE PLAT S&S JOB NO. SHEET NO. NO. DATE BY SCALE 20140119 2 OF 4 REVISIONS

STORMWATER MANAGEMENT EASEMENT SOCIETY FOR HANDICAPPED CHILDREN OF MEDINA COUNTY P.P. # 030-11C-14-002 DATE: 04-24-1985 N 00 24'20" W 965.27' REC. & MSD. PFO1C- EMERGENT WETLAND AS PER NATIONAL WETLANDS INVENTORY MAP O.L. 39 O.L. 40 N 89 45'21" W 282.40' REC. & MSD. 1286.18' DEED, 1288.77' MSD. THE MEDINA BIRD CLUB INC. P.P. # 030-11C-09-003 DATE: 12-19-1983 OAK LANE ASSOCIATES LTD. P.P. # 030-11C-15-001 DATE: 09-05-2014 O.L. 54 O.L. 53 S26 39' 09"E S9 06' 59"E 66.08 BLOCK 'C' 1,557,650 S.F. 35.7587 AC. S0 40' 59"W 68.06 S7 24' 11"W 66.08 S24 15' 53"W 68.80 S 89 47' 46" E 219.99' REC. & MSD. N 30 52'34" E 1503.00' REC., 1503.66' MSD. BLOCK 'C' 1,557,650 S.F. 35.7587 AC. OAK LANE ASSOCIATES LTD. P.P. # 030-11C-09-007 DATE: 09-05-2014 S82 18' 41"E S63 45' 31"E S45 12' 20"E S35 31' 05"W 15,245 S.F. 0.3500AC. N1 35' 17"W S/L 20 N72 37' 26"E 15,245 S.F. 0.3500 AC. C17 C16 C18 S/L 19 14,462 S.F. 0.3320 AC. C19 R26' S78 02' 57"E 161.12 S/L 18 13,007 S.F. 0.2986 AC. C20 C21 BLOCK 'D' 2124 S.F. 0.0488 A.C. S82 56' 35"E 182.08 S23 28' 01"W 68.67 S/L 17 C22 C23 C3 12,350 S.F. 0.2835 AC. S87 36' 28"E C24 S/L 16 11,401 S.F. 0.2617 AC. 5.31' 36.65' 20.00' 156.03 S/L 15 70.00 0.2510 AC. 70.00 INTERSTATE 71 S 89 53' 36" W 45.62' REC. & MSD. S 01 01'10" W 1284.91' MSD. S49 58' 39"W N30 44' 45"W S31 25' 29"W S/L 22 S16 13' 07"W 47.52 C15 15,245 S.F. 0.3500 AC. N67 51' 07"W S/L 23 12,606 S.F. C14 0.2894 AC. N79 52' 10"W S4 21' 35"W 47.52 S11 51' 37"E 82.18 173.02 C13 S/L 24 12,565 S.F. C12 0.2885 AC. C11 N83 31' 22"W 165.79 S/L 25 78.25 C10 11,813 S.F. 0.2712 AC. S0 21' 40"W S1 04' 18"W 75.36 N87 16' 18"W C9 S/L 26 11,465 S.F. 0.2632 AC. 50' REAR SETBACK S0 10' 13"W 13.87 15.00' 22.25' S 89 47' 46" E 161.90' S/L 27 REC. & MSD. 11,196 S.F. 0.2570 AC. 61.13' EDWARD J. & CANDALE L. TREMP P.P. # 030-11C-09-009 DATE: 05-11-1976 INTERSTATE 71 DESIGNED BY CHECKED BY REVIEWED BY MAPLEBROOKE RESERVE PREPARED FOR OAK LANE ASSOCIATED LTD. 130 WEST STREETSBORO STREET HUDSON, OHIO 44236 PH. NO. (330) 656-3999 DATE REMAINDER PARCEL SHEET 1 S&S JOB NO. SHEET NO. NO. DATE BY SCALE 20140119 3 OF 4 REVISIONS

MWATER GEMENT MENT SOCIETY FOR HANDICAPPED CHILDREN OF MEDINA COUNTY P.P. # 030-11C-14-003 DATE: 04-24-1985 SOCIETY FOR HANDICAPPED CHILDREN OF MEDINA COUNTY P.P. # 030-11C-14-002 DATE: 04-24-1985 N 00 24'20" W 965.27' REC. & MSD. BATTIG E. MARJORIE P.P. # 030-11C-20-006 DATE: 01-31-2014 N 00 18'07" W 326.55' MSD. N 89 41'53" E 280.64' MSD. PFO1C- EMERGENT WETLAND AS PER NATIONAL WETLANDS INVENTORY MAP O.L. 39 O.L. 40 N 89 45'21" W 282.40' REC. & MSD. 1286.18' DEED, 1288.77' MSD. THE MEDINA BIRD CLUB INC. P.P. # 030-11C-09-003 DATE: 12-19-1983 OAK LANE ASSOCIATES LTD. P.P. # 030-11C-15-001 DATE: 09-05-2014 O.L. 54 O.L. 53 N 30 52'34" E 1503.00' REC., 1503.66' MSD. BLOCK 'C' 1,557,650 S.F. 35.7587 AC. OAK LANE ASSOCIATES LTD. P.P. # 030-11C-09-007 DATE: 09-05-2014 S82 18' 41"E S63 45' 31"E S45 INTERSTATE 71 S49 S 89 53' 36" W 45.62' REC. & MSD. S 01 01'10" W 1284.91' MSD. EDWARD J. & CANDALE L. TREMP P.P. # 030-11C-09-009 DATE: 05-11-1976 INTERSTATE 71 DESIGNED BY CHECKED BY REVIEWED BY MAPLEBROOKE RESERVE PREPARED FOR OAK LANE ASSOCIATES LTD. 130 WEST STREETSBORO STREET HUDSON, OHIO 44236 PH. NO. (330) 656-3999 DATE REMAINDER PARCEL SHEET 2 S&S JOB NO. SHEET NO. NO. DATE BY SCALE 20140119 4 OF 4 REVISIONS