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O-2019-06
mz DMz M,LERCITY k-Nr C0111 00 OF CLERMONT C o ORDINANCE NO.2019-06 z; n N 8 m n 08c)Z AN ORDINANCE UNDER THE CODE OF ORDINANCES OF THE CITY OF m 0 Z :;� N (n r N N N CLERMONT, LAKE COUNTY, FLORIDA AMENDING THE OFFICIAL W Fn �' $ ZONING MAP OF THE CITY OF CLERMONT REFERRED TO IN o v P CHAPTER 122 OF ORDINANCE NO. 289-C, CODE OF ORDINANCES; REZONING THE REAL PROPERTIES DESCRIBED HEREIN AS SHOWN N BELOW; PROVIDING FOR SEVERABILITY, EFFECTIVE DATE, AND �0 M 0 � B PUBLICATION. rM a O ^ The City Council of the City of Clermont, Lake County, Florida hereby ordains that: 0 o c oSECTION 1. a 0 viz O The Official Zoning Map of the City of Clermont, Lake County, Florida referred to in Chapter 122 of m 0 M Ordinance No. 289-C, Code of Ordinances, is hereby amended by rezoning the following described v a d property (hereinafter referred to as the "Property"): LEGAL DESCRIPTION Parcel 1: Parcel A All those portions of sections 21, 22 and 23, township 23 south, range 26 east, Lake County, Florida, described as follows: Commence at a 1-1/4" iron pipe found at the northwest comer of the northeast 1/ of the aforesaid section 21, said northwest corner according to certified corner record #48105; thence N89° 16'46"E, 2653.20 feet along the north line of said northeast 1/ to a 2" iron pipe found at the northeast corner of said northeast 1/ of said section 21, said northeast corner according to certified corner record #48106; thence S88 °49'23 "E along the north line of the northwest % of the aforesaid section 22, 670.44 feet to the point of beginning; thence continue S88°49'23"E along said north line, 1976.14 feet; thence S88149'23 "E along the north line of the northwest 1/ of the northeast % of said section 22, 1323.29 feet; thence S00°20'55"W along the west line of the northeast % of said northeast 1/ of said section 22, 1314.56 feet; thence S89°00'54"E along the south line of said northeast % of the northeast 1/ of said section 22, 1290.91 feet to the west right-of-way line of Five Mile Road (a 66' wide right-of- way as recorded in Official Records Book 357, page 21, of the Public Records of Lake County, Florida); thence S00°19'09"W along said west right-of-way line, distant 33.00 feet westerly, by perpendicular measure, from the east line of said northeast 1/ of section 22,1310.25 feet to a point in the north line of the southeast 1/ of said section 22, distant 33.00 feet on a bearing ofN89°12'24"W, from a 5/8" iron rod and cap #PLS4779 found at the east 1/ corner of said section 22, said east 1/ corner according to certified corner record #084030; thence S00°27'l6"W along said west right-of- way line, distant 33.00 feet westerly, by perpendicular measure, from the east line of the southeast 1/ of said section 22, 2681.30 feet to a point in the north line of the northeast 1/ of section 27, township 23 south, range 26 east, said point being distant 33.00 feet on a bearing of N89°12'03"W from a 4"x4" concrete monument #RLSL993 found at the northeast corner of said northeast 1/ of section 27, thence N89° 12'03 "W along said north line, 2612.50 feet to a 4"x4" concrete monument found at the northeast corner of the northwest 1/ of said section 27; thence N89°32'30"W along the north line of CLER NT CITY OF CLERMONT Ch.ice.fCh-p—ORDINANCE NO.2019-06 said northwest % , 2614.54 feet to a 4"x4" concrete monument found in the east right-of-way line of Shell Pond Road, and being distant 33.00 feet on a bearing of S89°32'30"E from a 4"x4" concrete monument found at the northwest corner of said northwest '/ of section 27; thence N00°23'38"E along said east right-of-way line, distant 33.00 feet easterly, by perpendicular measure, from the west line of the southwest % of the aforesaid section 22, 2696.34 feet; thence N89° 12'24"W, 33.00 feet to a 1-1 /2" iron pipe found at the northwest corner of said southwest of said section 22, said northwest corner according to certified corner record #48107; thence S89°36'30"W along the east -west center section line of the aforesaid section 21,1287.60 feet; thence, departing said east -west center section line, N00°00'00"E, 456.14 feet; thence N55°49'12"E,1567.27 feet to an iron rod with cap #LB68 set at the northwest corner of the southwest % of the northwest % of the aforesaid section 22; thence S89°00'54"E along the north line of said southwest % of the northwest 1/ , 679.40 feet; thence, departing said north line, N00°00'00"W, 1325.72 feet to the point of beginning. Less and except therefrom: those parcels described in Official Records Book 849, page 2162; Parcel 122 (fee simple); the northerly 50.00 feet of the southerly 80.00 feet of the easterly 35.00 feet of the westerly 2832.00 feet of section 22, township 23 south, range 26 east, in the County of Lake, state of Florida. Parcel 123 (fee simple): the northerly 50.00 feet of the southerly 80.00 feet of the easterly 35.00 feet of the westerly 118.00 feet of section 22, township 23 south, range 26 east, in the County of Lake, state of Florida. Parcel 124 (fee simple): the northerly 20.00 feet of the southerly 50.00 feet of the easterly 30.00 feet of the westerly 83.00 feet of section 22, township 23 south, range 26 east, in the County of Lake, state of Florida. Also less from said section 22, that parcel described in Official Records Book 845, page 567; Parcel 129 (fee simple): the westerly 35.00 feet of the easterly 523.26 feet of the northerly 50.00 feet of the southerly 80.00 _feet of the southeast % of the southeast 1/ of section 22, township 23 south, range 26 east, in the County of Lake, state of Florida. Also less from said section 22, that parcel described in Official Records Book 851, page 1455: Parcel 130 (fee simple): the northerly 50.00 feet of the southerly 900.00 feet of the westerly 35.00 feet of the easterly 93.00 feet of the southeast'/ of the northeast 1/ of section 22, township 23 south, range 26 east, in the County of Lake, state of Florida. and: Parcel B That part of sections 21 and 22, township 23 south, range 26 east, Lake County, Florida described as follows: Commence at a 1-1/4" iron pipe found at the northwest corner of the northeast 1/ of the aforesaid section 21, said northwest corner according to certified corner record #48105; thence n89°16'46"e along the north line of said northeast 1/, 518.50 feet to the east right-of-way line of Bradshaw Road as maintained by Lake County, said east right-of-way line as filed surveyed by Donald W. Mcintosh associates, inc. and shown on a "specific purpose survey" prepared by Donald W. Mcintosh associates, inc., drawing number cs#02-203, survey date 02/27/02, and to the point of beginning; 2 CLER NT CITY OF CLERMONT. Hof - ORDINANCE NO.2019-06 thence, departing said north line of said northeast 1/ , run the following fourteen (14) courses and distances along said east right-of-way line: s09'07'38"w, 226.88 feet; s08°14'05"w, 483.61 feet; s08'51'03"w, 111.11 feet; s08°15'58"w, 235.08 feet; s07'40'42"w, 73.87 feet; s08'15'45"w,120.18 feet; s08°15'35"w, 293.65 feet; s07'52'00"w, 391.90 feet; s08'15'41"w, 126.07 feet; 09°13'52"w, 181.39 feet; 09°21'18"w, 192.16 feet; s08*48'22" w, 191.95 feet; s10°07'14"w, 16.87 feet to the point of curvature of a curve concave easterly having a radius of 36.00 feet and a chord bearing of sl5°39'01 "e; thence southerly along the arc of said curve through a central angle of 51 °32'31" for a distance of 32.38 feet to a non -tangent line being the east -west center of section line of aforesaid section 21; thence, departing said east right-of-way line, n89°36'30"e along said east -west center of section line 1210.47 feet; thence, departing said east -west center of section line, n00°00'00"e, 456.14 feet; thence n55 °49' 12"e,1567.27 feet to the northwest corner of the southwest 1/ of the northwest 1/ of the aforesaid section 22; thence s89°00'54"e along the north line of said southwest 1/ of the northwest %, 679.40 feet; thence, departing said north line, n00°00'00" w, 1325.72 feet to the north line of the northwest 1/ of the northwest 1/ of said section 22; thence n88°49'23 "w along said north line, 670.44 feet to a 2" iron pipe found at the northeast corner of the northeast 1/ of the aforesaid section 21, said northeast corner according to certified corner record #48106; thence s89°16'46"w along the north line of said northeast % , 2134.70 feet to the point of beginning. Less and except North Parcel (Cut Out Parcel) That part of sections 21 and 22, township 23 south, range 26 east, Lake County, Florida described as follows: Commence at a 1-1/4 " iron pipe found at the northwest corner of the northeast 1/ of the aforesaid section 21, said northwest corner according to certified corner record #48105; thence n89°16'46"e along the north line of said northeast 1/, 518.50 feet to the east right- of -way line of Bradshaw Road as maintained by Lake County, said east right-of-way line as filed surveyed by Donald W. Mcintosh associates, inc. and shown on a "specific purpose survey" prepared by Donald W. Mcintosh associates, inc., drawing number cs#02-203, survey date 02/27/02, and to the point of beginning; thence, departing said north line of said northeast 1/ , run the following fourteen (14) courses and distances along said east right-of-way line: s09°07'38"w, 226.88 feet; s08'14'05"w, 483.61 feet; s08'51'03"w, 111.11 feet; s08*15'58"w, 235.08 feet; s07'40'42"w, 73.87 feet; s0895'45"w,120.18 feet; s08' 15'35"w, 293.65 feet; s07'52'00"w, 391.90 feet; s08' 15'41 "w,126.07 feet; s09' 13' 52"w, 181.39 feet; s09'21'18" w, 192.16 feet; s08'48'22" w, 191.95 feet; 00°07'14"w, 16.87 feet to the point of curvature of a curve concave easterly having a radius of 36.00 feet and a chord bearing of si5°39'01 "e; thence southerly along the arc of said curve through a central angle of 51°32'31" for a distance of 32.38 feet to a non -tangent line being the east -west center of section line of aforesaid section 21; thence, departing said east right-of-way line, n89°36'30"e along said east -west center of section line 2498.07 feet to the northwest corner of the southwest 1/ of aforesaid section 22; thence, departing said east -west center of section line, n00°23' 17"e along the west line of the southwest'/ of the northwest '/ of said section 22, 1327.85 feet to the northwest corner of said southwest'/ of the northwest 1/ of section 22; thence departing said west line run s89°00'54"e along the north line of said southwest 1/ of the northwest %, 679.40 feet; thence, departing said north line, 00°00'00"w, 1325.72 feet to the north line of the northwest 1/ of the northwest 1/ of said section 22; thence n88°49'23 "w along said north line, 670.44 feet to a 2" iron pipe found at the northeast corner of the northeast 1/ of the aforesaid section 21, said northeast corner according to certified corner record 3 CLER NT CITY OF CLERMONT ORDINANCE NO.2019-06 #48106; thence s89° 16'46"w along the north line of said northeast '/ , 2134.70 feet to the point of beginning. Being more particularly described as: All those portions of sections 21, 22 and 23, township 23 south, range 26 east, Lake County, Florida, described as follows; Commence at a 1-1/4" iron pipe found at the northwest corner of the northeast % of the aforesaid section 21, said northwest corner according to certified corner record #48105; thence n89°16'46"e, 2653.20 feet along the north line of said northeast '/ to a 2" iron pipe found at the northeast corner of said northeast % of said section 21, said northeast comer according to certified corner record #48106; thence s88°49'23 "e along the north line of the northwest 1/ of the aforesaid section 22, 670.44 feet to the point of beginning; thence continue s88°49'23"e along said north line, 1976.14 feet; thence s88149'23"e along the north line of the northwest 1/ of the northeast 1/ of said section 22, 1323.29 feet; thence s00°20'55"w along the west line of the northeast '/ of said northeast '/ of said section 22, 1314.56 feet; thence s89°00'54"e along the south line of said northeast '/ of the northeast 1/ of said section 22, 1290.91 feet to the west right-of-way line of Five Mile Road (a 66' wide right-of- way as recorded in Official Records Book 357, page 21, of the Public Records of Lake County, Florida); thence s00°19'09"w along said west right-of-way line, distant 33.00 feet westerly, by perpendicular measure, from the east line of said northeast 1/ of section 22,1310.25 feet to a point in the north line of the southeast 1/ of said section 22, distant 33.00 feet on a bearing of n89°12'24"w, from a 5/8" iron rod and cap #pls4779 found at the east '/ corner of said section 22, said east '/ corner according to certified corner record #084030; thence s00°27'16"w along said west right-of-way line, distant 33.00 feet westerly, by perpendicular measure, from the east line of the southeast 1/ of said section 22, 2681.30 feet to a point in the north line of the northeast 1/ of section 27, township 23 south, range 26 east, said point being distant 33.00 feet on a bearing of n89° 12'03 "w from a 4"x4" concrete monument #rlsl993 found at the northeast corner of said northeast '/ of section 27, thence n89° 12'03 "w along said north line, 2612.50 feet to a 4"x4" concrete monument found at the northeast corner of the northwest '/ of said section 27; thence n89°32'30"w along the north line of said northwest 1/ , 2614.54 feet to a 4"x4" concrete monument found in the east right-of-way line of Shell Pond Road, and being distant 33.00 feet on a bearing of s89°32'30"e from a 4"x4" concrete monument found at the northwest corner of said northwest 1/ of section 27; thence n00°23'38"e along said east right-of-way line, distant 33.00 feet easterly, by perpendicular measure, from the west line of the southwest '/ of the aforesaid section 22, 2696.34 feet; thence n89°12'24"w, 33.00 feet to a 1-1/2" iron pipe found at the northwest corner of said southwest of said section 22, said northwest corner according to certified corner record #48107; thence n00°23'17"e along the west line of the southwest 1/ of the northwest '/ of the aforesaid section 22,1327.85 feet to an iron rod with cap #lb68 set at the northwest corner of said southwest 1/ of the northwest 1/ of section 22; thence s89°00'54"e along the north line of said southwest % of the northwest 1/ , 679.40 feet; thence, departing said north line, n00°00'00"w,1325.72 feet to the point of beginning. Less and except therefrom; Those parcels described in Official Records Book 849, page 2162; Parcel 122 (fee simple): 0 6?; CLER NT CITY OF CLERMONT ORDINANCE NO.2019-06 The northerly 50.00 feet of the southerly 80.00 feet of the easterly 35.00 feet of the westerly 2832.00 feet of section 22, township 23 south, range 26 east, in the County of Lake, state of Florida. Parcel 123 (fee simple): The northerly 50.00 feet of the southerly 80.00 feet of the easterly 35.00 feet of the westerly 118.00 feet of section 22, township 23 south, range 26 east, in the County of Lake, state of Florida. Parcel 124 (fee simple): The northerly 20.00 feet of the southerly 50.00 feet of the easterly 30.00 feet of the westerly 83.00 feet of section 22, township 23 south, range 26 east, in the County of Lake, state of Florida. Also less from said section 22, that parcel described in Official Records Book 845, page 567: Parcel 129 (fee simple): The westerly 35.00 feet of the easterly 523.26 feet of the northerly 50.00 feet of the southerly 80.00 feet of the southeast '/ of the southeast '/ of section 22, township 23 south, range 26 east, in the County of Lake, state of Florida. Also less from said section 22, that Parcel described in Official Records Book 851, page 1455: Parcel 130 (fee simple): The northerly 50.00 feet of the southerly 900.00 feet of the westerly 35.00 feet of the easterly 93.00 feet of the southeast '/ of the northeast '/ of section 22, township 23 south, range 26 east, in the County of Lake, state of Florida. Together with the beneficial easements contained in that certain declaration of easement and agreement regarding road and utility improvements dated May 25, 2006 and which is recorded on June 2, 2006 in Official Records Book 3175, page 997, all in the Public Records of Lake County, Florida. Parcel 2: The land referred to herein below is situated in the County of Lake, state of Florida, and is described as follows: That part of sections 21 and 22, township 23 south, range 26 east, Lake County, Florida described as follows: Commence at a 1-1 /4" iron pipe found at the northwest corner of the northeast '/ of the aforesaid section 21, said northwest corner according to certified corner record #48105; thence n89°16'46"e along the north line of said northeast 518.50 feet to the east right-of-way line of Bradshaw Road as maintained by Lake County, said east right-of-way line as filed surveyed by Donald W. Mcintosh associates, inc. and shown on a "specific purpose survey" prepared by Donald W. Mcintosh associates, inc., drawing number cs#02-203, survey date 02/27/02, and to the point of beginning; thence, departing said north line of said northeast %, run the following fourteen (14) courses and distances along said east right-of-way line; s09'07'38"w, 226.88 feet; s08°14'05"w, 483.61 feet; s08'51'03" w,111.11 feet; s08'15'58"w, 235.08 feet; s07'40'42"w, 73.87 feet; s08'15'45"w,120.18 feet; s08'lT35"w, 293.65 feet; s07'52'00"w, 391.90 feet; s08'15'41"w, 126.07 feet; s09'13'52"w, 181.39 feet; 09°21'18"w, 192.16 feet; s08°48'22"w, 191.95 feet; s10°07'14"w, 16.87 feet to the point of curvature of a curve concave easterly having a radius of 3 6. 00 feet and a chord bearing of 5 Cl-ER CITY OF CLERMONT ORDINANCE NO.2019-06 sl5°39'01 "e; thence southerly along the arc of said curve through a central angle of 51 °32'31" for a distance of 32.38 feet to a non -tangent line being the east -west center of section line of aforesaid section 21; thence, departing said east right-of-way line, n89°36'30"e along said east -west center of section line 2498.07 feet to the northwest corner of the southwest '/ of aforesaid section 22; thence, departing said east -west center of section line, n00°23' 17"e along the west line of the southwest'/ of the northwest '/ of said section 22, 1327.85 feet to the northwest corner of said southwest'/ of the northwest '/ of section 22; thence departing said west line run s89°00'54"e along the north line of said southwest'/ of the northwest'/ , 679.40 feet; thence, departing said north line, n00°00'00"w, 1325.72 feet to the north line of the northwest '/ of the northwest '/ of said section 22; thence n88°49'23 "w along said north line, 670.44 feet to a 2" iron pipe found at the northeast corner of the northeast '/ of the aforesaid section 21, said northeast corner according to certified corner record #48106; thence s89°16'46"w along the north line of said northeast '/ , 2134.70 feet to the point of beginning. Together with the beneficial easements contained in that certain declaration of easement and agreement regarding road and utility improvements dated May 25, 2006 and which is recorded on June 2, 2006 in Official Records Book 3175, page 997, and that certain declaration of easement and agreement regarding Road and utility improvements dated May 25, 2006 and which is recorded on June 2, 2006 in Official Records Book 3175, page 1023, all in the Public Records of Lake County, Florida. Contains 743.00 acres more or less. LOCATION East of US 27, West of Five Mile Road, North of Schofield Road, and South of Hartwood Marsh Road, Wellness Way (South Lake Crossings) Planned Unit Development (Alternate Keys 3777484, 1412315, 3853225, 1594529, 3777485, 1028477, and 3853226) From: Urban Transition (UT) To: Planned Unit Development (PUD) SECTION 2. All Ordinances or parts of this Ordinance in conflict herewith are hereby repealed. To the extent that any term, condition, part or entitlement contained herein conflicts with any existing, ordinance, land development code provision or regulation of the City of Clermont, this Ordinance shall control. Should any Section or part of this Section be declared invalid by any court of competent jurisdiction, such adjudications shall not apply to or affect any other provision of this Ordinance, except to the extent that the entire Section or part of the Section may be inseparable in meaning and effect from the Section to which such holding shall apply. In CA �T CITY OF CLERMONT ORDINANCE NO.2019-06 SECTION 3. The exhibits below are contained in this Planned Unit Development (PUD) Ordinance and shall be referenced throughout the document and the life of the Planned Unit Development. Exhibit 1: Wellness Way Planned Unit Development Land Use Plan Exhibit 2: Wellness Way Planned Unit Development Master Plan Exhibit 3: Wellness Way Planned Unit Development Architectural Elevations Exhibit 4: Wellness Way Planned Unit Development Transportation Impact Study/Proportionate Share SECTION 4. General Conditions The Planned Unit Development approved herein shall allow for residential, commercial, office, institutional, open space and civic uses on the Property subject to the following conditions: This Ordinance shall be recorded in the Public Records of Lake County at the expense of the applicant and the conditions as set forth in this Planned Unit Development shall be legally binding upon any heirs, assigns and successors in title or interest. 2. The property shall be developed in substantial accordance with the Wellness Way Planned Unit Development Master Plan, prepared by VHB, dated October 18, 2019 and incorporated herein and made a part hereof as Exhibit 2. Formal construction plans incorporating all conditions stated in this permit shall be submitted for review and approved by the Site Review Committee prior to the issuance of a zoning clearance or other development permits. 3. No person, firm, corporation or entity shall erect, construct, enlarge, alter, repair, remove, improve, move, convert, or demolish any building or structure, or alter the land in any manner within the boundary of the project without first submitting necessary plans, obtaining necessary approvals, and obtaining necessary permits in accordance with the City of Clermont Land Development Regulations and those of other appropriate jurisdictional entities. 4. An environmental assessment addressing habitat and species shall be submitted to the City during the construction plans approval stage of each phase of the project. Applicable permits for any gopher tortoises and associated burrow commensal species or other threatened or endangered species found on the property must be received from the appropriate regulatory agencies prior to the initiation of development activity. 5. Fiber optic conduit and pull boxes may be required to be installed by the developer in the utility easements to extend the City's fiber optic network. The City will reimburse the developer at 100 percent for all costs including design, permitting, materials and construction of the fiber optic conduit and pull boxes. At the time of site plan review, the City's Information Technology Director or authorized designee will make this determination. 6. Easements shall be provided to the City at no expense to the City authorizing the City's unrestricted access to any existing and proposed utilities that the City will own and maintain. 7 CLER NT CITY OF CLERMONT �fORDINANCE NO.2019-06 7. The current use of the property is agriculture and may continue this use until clearing or grading for development occurs. 8. School concurrency shall be met before any final site plan approval that contains residential uses that will generate school age children in accordance with the Comprehensive Plan and Land Development Code. Wellness Way Planned Unit Development may plat the residential tracts in accordance with the Land Use Plan (Exhibit 1) in order to maintain its concurrency reservation certificate #LCS 2019-17 issued by Lake County School Board on July 17, 2019. Said Concurrency Reservation Certificate and Cover Letter stipulate a one (1) year period to enter into a Developer Agreement or Planned Unit Development adoption by ordinance with the City of Clermont. Furthermore, the same School Board Certificate and Cover Letter stipulate two (2) six month extensions to secure plat approval. 9. Any applicant for development of any portion of the Property may submit an application for multiple approvals as may be required under the City Code and request that such multiple applications be processed concurrently; however, such concurrent processing shall meet all applicable procedural and advertising requirements and shall proceed at the applicant's own risk, and shall have no implication in regard to the approval of any of the various approvals requested. SECTION 5. Land Uses and Specific Conditions 1. Residential: a. A total of 1,850 residential dwelling units, comprised of single-family dwelling units, duplexes, and townhouses. The Wellness Way Planned Unit Development gross development density and intensity will not exceed the Comprehensive Plan maximum residential density of 12 dwelling units/acre and 0.25 FAR. The applicant shall provide a table with the current and proposed total cumulative number of residential units, Floor Area Ratio, and Impervious Surface Ratio (ISR) for each phase of development or each site plan review. The Wellness Way Planned Unit Development Land Use Plan adopted by this Ordinance as Exhibit 1 shall govern the land uses and location within the project. b. Phasing of Development: The project maybe developed in multiple phases. Each phase of development shall have sufficient infrastructure to stand alone. c. Any front loaded residential product on lots less than 40 feet in width shall incorporate landscape features such as a hedge along the side property lines on corner lots. These features will be designed to soften the exterior of the buildings and complement the architectural styles while defining lot lines. Only rear loaded products shall be developed on the interior loop roads within the Wellness Way PUD. d. Residential Development Standards: Development standards for the development of residential dwelling units, shall be based on the size of the lot, as indicated in the table below: CI -ER NT CITY OF CLERMONT ORDINANCE NO.2019-06 Design Item Townhomes Single Family Detached (feet) Load (feet) FroRear Load feet Minimum Lot Width 22 32 — 40 40 - 70 Minimum Living Area 1,000 sf 1 1,200 sf 1,500 sf Minimum Lot Depth 110 110 120 Minimum Front Building Setback front load/rear load 20/15 15 20 Minimum Front Porch Setback 10 10 10 Minimum Garage Setback (front/rear) measured from edge ofpavement) 20/20 i I 20/20 20/20 Minimum Side Yard Setback 0 / 5 (end units) 5 5 Setback From Side Street 15 15 15 Minimum Rear Yard Setback 20 20 20 Minimum Rear Yard Setback for Pools, Patios, Decks or Ancillary Structures 5 5 5 Rear Setback from Edge of Alley Pavement' 20 20 N/A Minimum Building Separation 10 10 10 Maximum Impervious Surface Ratio (ISR)2 0.85 0.75 0.75 Maximum Building Height3 40 40 40 Setback from Normal High Water Line, Mean High Water Line, or Jurisdictional Wetland Line 25 25 25 Minimum Front Yard Utility Easement 10 10 10 Minimum Side and Rear Yard Drainage and Utility Easement 5 5 5 'Detached garages shall be setback a minimum of 3 feet. 2The maximum allowable ISR for the overall Planned Unit Development shall be 0.60. Individual lot ISR may exceed 0.60 as shown in the table above as long as overall maximum is not exceeded. 3 The maximum height for recreational amenity buildings shall be 55 feet. 2. Employment District/Neighborhood Commercial: a. The maximum square footage of all Employment District tracts and Neighborhood Center Tracts shall not exceed 800,000 square feet — 500,000 square feet of employment use and 300,000 square feet of C-2 General Commercial uses. Any increase over 300,000 square feet of C-2 General Commercial Uses will require an amendment to the Planned Unit E I.ERI N C T Development. b. Density/Intensity: CITY OF CLERMONT ORDINANCE NO.2019-06 Residential Density 12 dwelling units/acre per parcel Employment Intensity 0.25 Floor Area Ratio per parcel c. Phasing of Development: The project maybe developed in multiple phases. Each phase of development shall have sufficient infrastructure to stand alone. d. Employment District: i. Employment Districts are primarily designated for employment hubs with uses such as professional offices and institutional uses. Ancillary uses are permitted under the C-2 General Commercial use. Any development that is conditional under the C-2 General Commercial use shall require a Conditional Use Permit, unless prohibited below. ii. Prohibited uses are as follows, • Automobile and truck services, carwashes, and automobile, truck, boat and farm equipment sales. • Major equipment sales, manufactured housing sales, travel trailer and recreational vehicle sales. e. Neighborhood Center: i. A Neighborhood Center shall have a maximum of 140,000 square feet. Neighborhood Centers are primarily designated for C-1 Light Commercial uses that complement the adjacent residential uses. The uses permitted are the C-1 Light Commercial uses. The uses may include one grocery store up to 60,000 square feet, not to exceed a total maximum aggregate of 100,000 square feet in the shopping center on the northern Neighborhood Center. The southern Neighborhood Center may have up to 40,000 square feet, with anybuilding over 16,000 square feet requiring a Conditional Use Permit. Any remaining square footage not developed in the Neighborhood Centers under the 140,000 square feet may be used in the Employment District. f. Employment District Development Standards: Development within the Employment District parcels shall comply with the C-2 General Commercial District development standards listed in Division 11 of the City of Clermont Land Development Code. g. Neighborhood Commercial District Development Standards: Development within the Neighborhood Commercial District shall comply with the standards listed below, Commercial Employment Building Height 35 feet/2-stories 35 feet/2-stories Max hn ervious 75% 75% Max Lot Coverage 75% 75% Building Separation I N/A I N/A h. Land Use Conversion Matrix: Land uses within the Employment District and Neighborhood Commercial District shall be converted per the rates listed below. Residential development in the Employment District is limited to 350 dwelling units. No multi -family may be 10 CLANT CITY OF CLERMONT ORDINANCE NO.2019-06 converted and developed in the Neighborhood Commercial Districts. 1,000 SF Commercial 19000 SF Employment 1 Dwelling Unit Townhome 1 Dwelling Unit Apartment Commercial 3.86 32.14 40.91 Employment 0.06 1.79 2.27 j Townhomes 0.03 0.56 1.27 FTpartment 0.05 0.44 j 0.79 Maximum conversion shall be 50% of the land use total. i. Parking Standards: Parking shall be proved per Section 98-14 of the City of Clermont Land Development Code. j. Yard Setbacks: The following yard setbacks shall apply to the Employment District and Neighborhood Commercial District, (1) Front yard. Property adjacent to U.S. Highway 27 shall maintain a 50-foot setback. The setback on all other streets shall be 25 feet. (2) Side yard. The minimum side yard setback shall be 12 feet. On corner lots, a side yard setback of 50 feet shall be maintained on U.S. Highway 27 and a side yard setback of 25 feet shall be maintained from all other streets and 12 feet on the interior side yard. However, a side setback of 25 feet shall be maintained on the side adjacent to property that is either zoned or used as residential. (3) Rear yard. The minimum rear yard setback shall be 25 feet except where a rear yard abuts U.S. Highway 27, a setback of 50 feet shall be maintained. No construction encroachment may occur in any designated 100-year floodplain except in accordance with policies of the adopted comprehensive plan and after formal approval of a site development plan by the administrative official. (4) Buffer strip. When a conditional or commercial use abuts a residential use, the conditional or commercial use shall provide a landscaped buffer strip along the abutting property line unless the residential use is within the Employment District boundaries. (5) Other setbacks. All yard setbacks for principal buildings shall be a minimum of 25 feet from established high-water marks. No construction encroachment may occur in any designated 100-year floodplain except in accordance with policies of the adopted comprehensive plan and after formal approval of a site development plan by the administrative official. k. Floor space: Any business establishment or structure proposing to occupy more than 16,000 square feet of floor space shall require a Conditional Use Permit as required by the 11 �L R CITY OF CLERMONT �� m ORDINANCE NO.2019-06 Land Development Code. SECTION 6. Open Space 1. Open space in accordance with the Comprehensive Plan, Chapter X, Recreation and Open Space, Policy 1.1.1 shall be provided and the Land Development Code (LDC), as amended. The adopted level of service standard for park land is 10 acres per 1,000 residents. This standard includes both passive and active City parks and recreational facilities, and includes community, neighborhood and mini -parks. 2. A minimum of four (4) percent of the gross acreage of the Planned Unit Development shall be provided as recreation in accordance with the Comprehensive Plan and Land Development Code (LDC). 3. Open Space/Recreation areas shall be provided in the form of useable parks, playgrounds, tot lots, community gardens, wetlands, wetland buffers, multi -use trails or similar related use areas. Wetlands and wetland buffers may be considered open space but not amenities as defined in 4 below. 4. Open Space amenities shall qualify as neighborhood centers and will be owned, operated and maintained by the Homeowners Association. Eighty percent (80%) of the homes shall be within one quarter (1/4) mile of a neighborhood center. 5. Each park or amenity area shall be required to have pedestrian and bicycle connections for the residents. 6. Stormwater ponds with pedestrian trails shall contribute up to one third (1/3) the required four (4) percent recreation area. 7. Amenities such as benches, and/or picnic tables, gazebos, overlooks or similar improvements must be included with trails to qualify as part of the calculated parks and community amenities requirement. SECTION 7. Landscaping, Buffering, and Screening 1. Buffers shall be provided consistent with Section 118-73 of the City of Clermont Land Development Code. Interior landscape buffers between abutting property boundaries may have a shared ten (10) foot wide landscape buffer with a five (5) foot wide buffer on each lot to achieve a minimum ten (10) foot wide buffer. 2. No landscaping buffer is required along the perimeter of the Planned Unit Development adjacent to wetlands, open water and conservation areas. 12 6' CLER NT CITY OF CLERMONT ORDINANCE NO.2019-06 3. A waiver to Section 118-71(1) of the Land Development Code is granted in order to allow street trees within the right-of-way along the frontage of a residential lot to count toward the minimum number of required trees on the lot and to allow such trees to be less than six feet from curbs and sidewalks as long as a minimum of five feet of clearance is provided between the tree and any public potable water, wastewater or reclaimed water main. 4. All other landscaping, buffering, and screening requirements shall be in accordance with the Land Development Code, as amended. Existing trees may be used to meet the landscape buffer requirements in accordance with the Land Development Code, as amended. SECTION 8. Environmental An environmental assessment addressing habitat and species shall be submitted to the City during the construction plans approval stage of each phase of the project. Applicable permits for any gopher tortoises and associated burrow commensal species or other threatened or endangered species found on the property must be received from the appropriate regulatory agencies prior to the initiation of development activity. 2. Wetlands onsite will be placed in a conservation easement. Areas placed in a perpetual conservation easement will be recorded with the Lake County Clerk of Court. 3. Grading shall be completed in accordance with the approved Cut and Fill Analysis for the project set forth in Exhibit 1, sheet C-7. SECTION 9. Environmental Services 1. The developer shall connect to the existing City potable water, sanitary sewer and reclaimed water (when available) systems at connection point or points approved by the City. 2. The route of any off -site lines shall be according to engineering plans produced by the developer and approved by the City. 3. Any proposed City -maintained utilities that are not located within a dedicated public right-of- way shall be placed in a utility easement dedicated to the City. Easements shall be provided at no expense to the City and in a form acceptable to the City. 4. The Developer shall be responsible for all costs of on -site improvements, including, but not limited to design, material, permitting, connection and installation of sufficient size lines, lift stations and other appurtenances necessary to .allow the City to serve the property. 5. Any existing dedicated City of Clermont utilities must stay in service throughout construction. If the construction requires that the utilities be relocated or altered, the Developer shall prepare plans, permit the project and construct the modification at the Developer's expense. 13 LERJ N CITY OF CLEkWONT C� T ORDINANCE NO.2019-06 6. No building permits shall be issued until water and sewer are provided to the site or until a bond or letter of credit, acceptable to the City, is in place to guarantee completion of off -site improvements. No Certificate of Occupancy shall be issued until water and sewer extensions have been completed and accepted by the City. 7. The City may require a looped system to provide reliability and redundancy to the property. 8. The project shall be plumbed for reuse water with purple piping to irrigate all uses. 9. All utilities shall be designed and installed as per the City's specifications or as amended and approved by City staff. 10. Drainage/Stormwater Management: The Developer shall submit drainage calculations and a stormwater management plan when filing for final engineering approval. A lawfully created Community Development District or other entity acceptable to the City, shall be responsible for maintenance of all private stormwater ponds and drainage systems and improvements. Unless otherwise provided in the approved plans or plat for the Project, or in a separate agreement approved by the City, all such improvements located on the private property, including, streets, roads and bike or pedestrian paths, shall be maintained by the Community Development District or other entity acceptable to the City. 11. 10 feet utility lateral line easements may be used in lieu of 15 feet in order to accommodate standard 10 feet building separation. 12. Lift station access may utilize 20 feet easement over access ways to connect to public dedicated road. 13. Bulkheads, walls, or non -turf vegetation slope stabilization maybe used for stormwater retention side slopes. 14. To the extent that any water, sewer or reclaimed improvements provide capacity additional to that is required to serve the Project, the Developer reserves its rights, pursuant to Section 2-267 — Credits, of the City Code, to enter into an impact fee agreement with the City which shall provide for the establishment of credits and payment of impact fees in a specified manner and time. The terms and conditions of an impact fee agreement between the Developer and the City may replace or supersede the conditions contained in this Planned Unit Development. 15. To the extent that any off -site water, sewer or reclaimed improvements are required to serve the Project, the Developer reserves its rights, pursuant to Section 2-267 — Credits, of the City Code, to enter into an impact fee agreement with the City which shall provide for the establishment of credits and payment of impact fees in a specified manner and time. The terms and conditions of an impact fee agreement between the Developer and the City may replace or supersede the Environmental Service conditions contained in this Planned Unit Development. 14 69 CLER NT CITY OF CLERMONT ORDINANCE NO.2019-06 SECTION 10. Transportation Improvements/Access Management 1. The development shall comply with all applicable City, County and Florida Department of Transportation access management requirements, including but not limited to, a traffic/transportation impact study reviewed and approved by Lake -Sumter Metropolitan Planning Organization. The Developer shall timely complete all required mitigation and other improvements as may be applicable. 2. The Developer shall enter into a Transportation Impact Fee Credit agreement with Lake County and the City of Clermont by December 31, 2020 which should be based upon Exhibit 4 — Wellness Way Transportation Impact Study/Proportionate Share. The Agreement shall require the Developer to fund improvements for ConservII right-of-way, design and permitting of roadways and/or construction of roadways for Transportation impact fee credits based upon the following priorities: i. Design and permitting of Wellness Way from US Highway 27 to the Orange County line as a four -lane roadway ii. Payment in escrow to Lake County for the acquisition of the four -lane right-of-way from Consery for Wellness Way; iii. Construction of Wellness Way from Hancock Road to the Orange County line as the first two lanes of the ultimate four lane roadway; iv. Payment in escrow to Lake County for the acquisition of the four lane right -of- way from Consery for Hancock Road; V. Design and permitting of Hancock Road from Wellness Way to the northern boundary of the Consery property as a four lane roadway; vi. Construction of Hancock Road from Wellness Way to the entrance of the Fuqua project south of Hartwood Marsh Road as the first 2-lanes of the ultimate 4-lane roadway; vii. Construction of the 3rd and 4th lanes of Wellness Way from US 27 to the Hancock/Schofield intersection; 3. The Developer will be responsible for their proportionate share of traffic signals, when warranted, at the time of construction for intersections that serve the project, including Wellness Way. The proportionate share shall be based upon the actual cost of traffic signals at the time they are constructed. 4. The Community Development District (CDD) or Property Owners Association (POA) shall be responsible to maintain all landscaping, hardscaping, traffic control devices, and stormwater conveyance systems on all private streets. 5. Any landscape, hardscape, signage, community ID signage or other improvements within the right-of-way that are above and beyond City or County minimum standards shall be maintained by the Community Development District, Property Owners Association, or similar entity. 6. Private drive aisles, private access ways, private easements for vehicular use shall not be required to be platted or re -platted. 15 CL.ER CITY OF CLERMONT �� ORDINANCE N0.2019-06 7. For intersections on private streets, angled right-of-way lines in lieu of 25-foot radius may be used to accommodate fencing and building walls. 8. Curb radii internal to development for streets or access ways may utilize a 10-foot curb radii to promote traffic calming and pedestrian intersection and crossing safety. 9. Sidewalks/Streets: a. Sidewalks to be constructed on both sides of residential and commercial streets. b. Context sensitive street design standards/solutions as published by AASHTO & ITE shall be utilized for private streets and right-of-way within the boundary of the Planned Unit Development where the design speed is 30 miles per hour or under and City referenced Florida Department of Transportation highway standards and specifications do not align with low speed street design. C. A waiver to Section 110-192(1) of the Land Development Code is granted to allow private streets with gates. Streets within the development will be gated, as shown in Exhibit 2, and will be maintained by the developer or Home Owners Association. d. A waiver to Section 110-195(b) of the Land Development Code is granted to allow construction of 20-foot-wide, one-way alleys with 12 feet of pavement as long as 20 feet of unobstructed emergency access is maintained, unless greater distances are warranted by fire code. 10. Parking: a. The Planned Unit Development may be developed using shared parking methodology, as determined by the Developer and reviewed and approved by the Site Review Committee. 11. The project development program can be modified based on the Wellness Way Planned Unit Development Equivalency -Trip Conversion Matrix contained in Exhibit 1. Any change in the development program mix will require the converting average daily trips between land uses based on the matrix. The matrix is designed to equate land uses based on equivalent traffic impacts such that use of the matrix should not impact the overall traffic impact of the project. The following are limitations on the use of the trip conversion matrix included in Exhibit 1, without amending the Planned Unit Development: a. No more than fifty percent (50%) of each land use category located within the Employment and Neighborhood Commercial districts may be converted, subject to Section 5 (2) (a). b. No more than 350 multi -family units may be developed using the Wellness Way Planned Unit Development Equivalency -Trip Conversion Matrix within the Employment districts. 16 CLEMONT CITY OF CLERMONT ORDINANCE NO.2019-06 12. Decorative street lighting shall be included for all Planned Unit Development internal roadways and along Wellness Way and Hancock Road adjacent to the project. The Developer shall coordinate with the power utility provider for the installation and placement. The Developer shall be responsible for the cost of installation. 13 . The Developer shall coordinate with the City, Lake County, and any other State Agencies in the placement and designing of a multi -purpose trail along the project's boundary as shown within in Exhibit 1 Wellness Way Planned Unit Development Land Use Plan. SECTION 11. Signs 1. Signage shall be developed in accordance to the Master Sign Plan, which will be brought forth at a later date, and Chapter 102 where applicable, unless a specific waiver from the Land Development Code is granted. 2. City Gateway Signage and Community Identification Signage may be installed at the locations indicated on Exhibit 2, only after a Master Sign Plan is presented and approved by City Council. SECTION 12. School Concurrency School concurrency shall be met before final plat approval in accordance with the Comprehensive Plan and Land Development Code. SECTION 13. Concurrency Management Requirements Concurrency Management Requirements: Any development shall comply with the Lake County and the City of Clermont Concurrency Management System, as amended. SECTION 14. Development Review and Approval 1. Prior to the issuance of -permits, the developer shall be required to submit a Preliminary Plat, Construction Plans, and Final Plat generally consistent with Exhibit 2 - Conceptual Plan, prepared by VHB, dated October 18, 2019 for review and approval in accordance with the Comprehensive Plan and Land Development Code, as amended. 2. Expiration of applicable incremental development orders or project development agreement shall not occur prior to the expiration of the Planned Unit Development which shall not be less than five (5) years after the planned last phase of the development program. This Planned Unit Development shall become null and void.if substantial construction work has not begun within five (5) years of the date that this Planned Unit Development is executed and signed by the permittee. "Substantial construction work" means the commencement and continuous prosecution of construction of required improvements ultimately finalized at completion. 17 CLER kNT CITY OF CLERMONT ORDINANCE NO.2019-06 SECTION 15. Future Amendments to Statutes, Code, Plans, and/or Regulations The specific references in this Planned Unit Development to the Florida Statutes, Florida Administrative Code, City Comprehensive Plan, and City Land Development Code shall include any future amendments to the statutes, code, plans, and/or regulations. SECTION 16. Additional Conditions 1. After establishment of the facilities as provided herein, the aforementioned property shall only be used for the purposes named in this Planned Unit Development. Any other proposed use must be specifically authorized by the Clermont City Council. 2. This Planned Unit Development shall inure to the benefit of, and shall constitute a covenant running with the land and the terms, conditions, and provisions hereof, and shall be binding upon the present owner and any successor, and shall be subject to each and every condition herein set out. 3. Construction and operation of the proposed use shall at all times comply with the regulations of this and other governmental permitting agencies. 4. The transfer of ownership or lease of any or all of the property described in this Planned Unit Development shall be included in the transfer or lease agreement, a provision that the purchaser or lessee is made good and aware of the conditions established by this Planned Unit Development and agrees to be bound by these conditions. The purchaser or lessee may request a change from the existing plans and conditions by following procedures contained in the Land Development Code, as amended. SECTION 17. This Ordinance shall be published as provided by law, and it shall become law and take effect upon its Second Reading and Final Passage. IM CO CLERI" ONT CITY OF CLERMONT ORDINANCE NO.2019-06 Location map: ti 6 4, GO N J � J i f+ � `V ' Sub ect -41 Property � z 0 rn a 19 CLECITY OF CLERMONT cholmafchaffoorw ORDINANCE NO.2019-06 PASSED AND ADOPTED by the City Council of the City of Clermont, Lake County, 9th day of November, 2019. CITY OF CLERMONT Tracy Ackroyd Howe, City Clerk Approved as to form and legality: D iel F. Mantzaris, City Attorney ,GLER NT CITY OF CM?MONT ORDINANCE NO.2019-06 Exhibit 1: Wellness Way PUD Land Use Plan 225 E. Robinson Street Suite 300 Orlando, FL 32801 407.839.4006 f 407.839.4008 Certificate of Authorization Number FL #3932 LEGAL DESCRIPTION SEE SHEET C-2. WELLNESS P Li D Clermont, Florida WAY hand Use Plan Parcel ID: 21-23-26-0001-000-00500, 22-23-26-0003-000-00300, 21-23-26-0001-000-00700, 22-23-26-0003-000-00400, 22-23-26-0001-000-00900, 22-23-26-0004-000-00600, 22-23-26-0002-000-01000 Owner: South Lake Crossings I/II LLC P.O. Box 135 Windermere, FL 34786 Developer: Lennar 6750 Forum Drive Suite 310 Orlando, Florida 32821 Planning Consultant: Hall Development Services, Inc. 1302 Osprey Ave. Orlando, Florida 32803 Land Planner/Civil Engineer: VHB 225 E. Robinson Street, Suite 300 Orlando, Florida 32801 Phone: 407.839.4006 - Fax: 407.839.4008 Applicant/Land Use Attorney: Shutts &Bowen LLP 300 South Orange Ave. Suite 1600 Orlando, Florida 32801 HARTWOOD MARSH ROAD D FIVE MILE ROAD Site 0 a 0 fT w cJc L Q No > 0 LL Q m Lake Louis�: 0 o State Park w 0 V N SCHOFIELD ROAD Orange County National Golf Center and Lodge o a 0 Y 0 0 U Site Location Map T ® 2500 5000 Feet Issued for Date Issued Latest Issue Sheet log PUD Approval April 5, 2019 October 18, 2019 Number C-2 Drawing Title Legal Description Latest Issue 10/4/2019 C-3 Existing Conditions Plan 10/4/2019 C-4 Topography Plan 10/4/2019 C-5 Environmental Conditions Plan 10/4/2019 C-6 Land Use Plan 10/18/2019 C-7 Cut & Fill Analysis 10/18/2019 C-8 Development Standards 10/18/2019 C-9 Typical Lot Diagrams & Typical Road Sections 10/18/2019 C-10 C-11 Master Sign Plan Sign Character Sketches 10/18/2019 10/18/2019 Request: Rezone the property to PUD for a proposed development program of 1,850 residential units and approximately 800,000 s.f. of non-residential uses. VHB Project No 63302.00 Issued for: City of Clermont \\VHE\GEL\PR0J\0RLAND0\63302.00 LENNAR— WELL[ ESS WAY\CAD\UP\PD\6330200—PD—EC LEGAL DESCRIPTION: PARCEL 1: PARCEL A ALL THOSE PORTIONS OF SECTIONS 21, 22 AND 23, TOWNSHIP 23 SOUTH, RANGE 26 EAST, LAKE COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: COMMENCE AT A 1-1/4" IRON PIPE FOUND AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF THE AFORESAID SECTION 21, SAID NORTHWEST CORNER ACCORDING TO CERTIFIED CORNER RECORD #48105; THENCE N89°16'46"E, 2653.20 FEET ALONG THE NORTH LINE OF SAID NORTHEAST 1/4 TO A 2" IRON PIPE FOUND AT THE NORTHEAST CORNER OF SAID NORTHEAST 1/4 OF SAID SECTION 21, SAID NORTHEAST CORNER ACCORDING TO CERTIFIED CORNER RECORD #48106; THENCE S88°49'23"E ALONG THE NORTH LINE OF THE NORTHWEST 1/4 OF THE AFORESAID SECTION 22, 670.44 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S88°49'23"E ALONG SAID NORTH LINE, 1976.14 FEET; THENCE S88°49'23"E ALONG THE NORTH LINE OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 22, 1323.29 FEET; THENCE S00°20'55"W ALONG THE WEST LINE OF THE NORTHEAST 1/4 OF SAID NORTHEAST 1/4 OF SAID SECTION 22, 1314.56 FEET; THENCE S89°00'54"E ALONG THE SOUTH LINE OF SAID NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 22, 1290.91 FEET TO THE WEST RIGHT—OF—WAY LINE OF FIVE MILE ROAD (A 66' WIDE RIGHT—OF—WAY AS RECORDED IN OFFICIAL RECORDS BOOK 357, PAGE 21, OF THE PUBLIC RECORDS OF LAKE COUNTY, FLORIDA); THENCE SOO°19'09"W ALONG SAID WEST RIGHT—OF—WAY LINE, DISTANT 33.00 FEET WESTERLY, BY PERPENDICULAR MEASURE, FROM THE EAST LINE OF SAID NORTHEAST 1/4 OF SECTION 22, 1310.25 FEET TO A POINT IN THE NORTH LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 22, DISTANT 33.00 FEET ON A BEARING OF N89°12'24"W, FROM A 5/8" IRON ROD AND CAP #PLS4779 FOUND AT THE EAST 1/4 CORNER OF SAID SECTION 22, SAID EAST 1/4 CORNER ACCORDING TO CERTIFIED CORNER RECORD #084030; THENCE S00°27'16"W ALONG SAID WEST RIGHT—OF—WAY LINE, DISTANT 33.00 FEET WESTERLY, BY PERPENDICULAR MEASURE, FROM THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 22, 2681.30 FEET TO A POINT IN THE NORTH LINE OF THE NORTHEAST 1/4 OF SECTION 27, TOWNSHIP 23 SOUTH, RANGE 26 EAST, SAID POINT BEING DISTANT 33.00 FEET ON A BEARING OF N89°12'03"W FROM A 4"X4" CONCRETE MONUMENT #RLSL993 FOUND AT THE NORTHEAST CORNER OF SAID NORTHEAST 1/4 OF SECTION 27, THENCE N89°12'03"W ALONG SAID NORTH LINE, 2612.50 FEET TO A 4"X4" CONCRETE MONUMENT FOUND AT THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF SAID SECTION 27; THENCE N89°32'30"W ALONG THE NORTH LINE OF SAID NORTHWEST 1/4, 2614.54 FEET TO A 4"X4" CONCRETE MONUMENT FOUND IN THE EAST RIGHT—OF—WAY LINE OF SHELL POND ROAD, AND BEING DISTANT 33.00 FEET ON A BEARING OF S89°32'30"E FROM A 4"X4" CONCRETE MONUMENT FOUND AT THE NORTHWEST CORNER OF SAID NORTHWEST 1/4 OF SECTION 27; THENCE N00°23'38"E ALONG SAID EAST RIGHT—OF—WAY LINE, DISTANT 33.00 FEET EASTERLY, BY PERPENDICULAR MEASURE, FROM THE WEST LINE OF THE SOUTHWEST 1/4 OF THE AFORESAID SECTION 22, 2696.34 FEET; THENCE N89°12'24"W, 33.00 FEET TO A 1-1/2" IRON PIPE FOUND AT THE NORTHWEST CORNER OF SAID SOUTHWEST OF SAID SECTION 22, SAID NORTHWEST CORNER ACCORDING TO CERTIFIED CORNER RECORD #48107; THENCE S89°36'30"W ALONG THE EAST —WEST CENTER SECTION LINE OF THE AFORESAID SECTION 21, 1287.60 FEET; THENCE, DEPARTING SAID EAST —WEST CENTER SECTION LINE, N00°00'00"E, 456.14 FEET; THENCE N55°49'12"E, 1567.27 FEET TO AN IRON ROD WITH CAP #LB68 SET AT THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE AFORESAID SECTION 22; THENCE S89°00'54"E ALONG THE NORTH LINE OF SAID SOUTHWEST 1/4 OF THE NORTHWEST 1/4, 679.40 FEET; THENCE, DEPARTING SAID NORTH LINE, N00°00'00"W, 1325.72 FEET TO THE POINT OF BEGINNING. LESS AND EXCEPT THEREFROM: THOSE PARCELS DESCRIBED IN OFFICIAL RECORDS BOOK 849, PAGE 2162: PARCEL 122 (FEE SIMPLE) : THE NORTHERLY 50.00 FEET OF THE SOUTHERLY 80.00 FEET OF THE EASTERLY 35.00 FEET OF THE WESTERLY 2832.00 FEET OF SECTION 22, TOWNSHIP 23 SOUTH, RANGE 26 EAST, IN THE COUNTY OF LAKE, STATE OF FLORIDA. PARCEL 123 (FEE SIMPLE): THE NORTHERLY 50.00 FEET OF THE SOUTHERLY 80.00 FEET OF THE EASTERLY 35.00 FEET OF THE WESTERLY 118.00 FEET OF SECTION 22, TOWNSHIP 23 SOUTH, RANGE 26 EAST, IN THE COUNTY OF LAKE, STATE OF FLORIDA. PARCEL 124 (FEE SIMPLE): THE NORTHERLY 20.00 FEET OF THE SOUTHERLY 50.00 FEET OF THE EASTERLY 30.00 FEET OF THE WESTERLY 83.00 FEET OF SECTION 22, TOWNSHIP 23 SOUTH, RANGE 26 EAST, IN THE COUNTY OF LAKE, STATE OF FLORIDA. ALSO LESS FROM SAID SECTION 22, THAT PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 845, PAGE 567: PARCEL 129 (FEE SIMPLE): THE WESTERLY 35.00 FEET OF THE EASTERLY 523.26 FEET OF THE NORTHERLY 50.00 FEET OF THE SOUTHERLY 80.00 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 22, TOWNSHIP 23 SOUTH, RANGE 26 EAST, IN THE COUNTY OF LAKE, STATE OF FLORIDA. ALSO LESS FROM SAID SECTION 22, THAT PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 851, PAGE 1455: PARCEL 130 (FEE SIMPLE): THE NORTHERLY 50.00 FEET OF THE SOUTHERLY 900.00 FEET OF THE WESTERLY 35.00 FEET OF THE EASTERLY 93.00 FEET OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 22, TOWNSHIP 23 SOUTH, RANGE 26 EAST, IN THE COUNTY OF LAKE, STATE OF FLORIDA. -, ►D THAT PART OF SECTIONS 21 AND 22, TOWNSHIP 23 SOUTH, RANGE 26 EAST, LAKE COUNTY, FLORIDA DESCRIBED AS FOLLOWS: COMMENCE AT A 1-1 /4" IRON PIPE FOUND AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF THE AFORESAID SECTION 21, SAID NORTHWEST CORNER ACCORDING TO CERTIFIED CORNER RECORD #48105; THENCE N89°16'46"E ALONG THE NORTH LINE OF SAID NORTHEAST 1/, 518.50 FEET TO THE EAST RIGHT—OF—WAY LINE OF BRADSHAW ROAD AS MAINTAINED BY LAKE COUNTY, SAID EAST RIGHT—OF—WAY LINE AS FILED SURVEYED BY DONALD W. MCINTOSH ASSOCIATES, INC. AND SHOWN ON A "SPECIFIC PURPOSE SURVEY" PREPARED BY DONALD W. MCINTOSH ASSOCIATES, INC., DRAWING NUMBER CS#02-203, SURVEY DATE 02/27/02, AND TO THE POINT OF BEGINNING; THENCE, DEPARTING SAID NORTH LINE OF SAID NORTHEAST 1/4, RUN THE FOLLOWING FOURTEEN (14) COURSES AND DISTANCES ALONG SAID EAST RIGHT—OF—WAY LINE: S09°07'38"W, 226.88 FEET; S08°14'05"W, 483.61 FEET; S08°51'03"W, 111.11 FEET; S08°15'58"W, 235.08 FEET; S07°40'42"W, 73.87 FEET; S08°15'45"W, 120.18 FEET; S08°15'35"W, 293.65 FEET; S07°52'00"W, 391.90 FEET; S08°15'41 "W, 126.07 FEET; S09°13'52"W, 181.39 FEET; S09°21'18"W, 192.16 FEET; S08°48'22"W, 191.95 FEET; S10°07'14"W, 16.87 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 36.00 FEET AND A CHORD BEARING OF S15°39'01 "E; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 51°32'31" FOR A DISTANCE OF 32.38 FEET TO A NON —TANGENT LINE BEING THE EAST —WEST CENTER OF SECTION LINE OF AFORESAID SECTION 21; THENCE, DEPARTING SAID EAST RIGHT—OF—WAY LINE, N89°36'30"E ALONG SAID EAST —WEST CENTER OF SECTION LINE 1210.47 FEET; THENCE, DEPARTING SAID EAST —WEST CENTER OF SECTION LINE, N00°00'00"E, 456.14 FEET; THENCE N55°49'12"E, 1567.27 FEET TO THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE AFORESAID SECTION 22; THENCE S89°00'54"E ALONG THE NORTH LINE OF SAID SOUTHWEST 1/ OF THE NORTHWEST %, 679.40 FEET; THENCE, DEPARTING SAID NORTH LINE, N00°00'00"W, 1325.72 FEET TO THE NORTH LINE OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/ OF SAID SECTION 22; THENCE N88°49'23"W ALONG SAID NORTH LINE, 670.44 FEET TO A 2" IRON PIPE FOUND AT THE NORTHEAST CORNER OF THE NORTHEAST 1/ OF THE AFORESAID SECTION 21, SAID NORTHEAST CORNER ACCORDING TO CERTIFIED CORNER RECORD #48106; THENCE S89°16'46"W ALONG THE NORTH LINE OF SAID NORTHEAST 1/4, 2134.70 FEET TO THE POINT OF BEGINNING. LESS AND EXCEPT NORTH PARCEL (CUT OUT PARCEL) THAT PART OF SECTIONS 21 AND 22, TOWNSHIP 23 SOUTH, RANGE 26 EAST, LAKE COUNTY, FLORIDA DESCRIBED AS FOLLOWS: COMMENCE AT A 1-1 /4" IRON PIPE FOUND AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF THE AFORESAID SECTION 21 # SAID NORTHWEST CORNER ACCORDING TO CERTIFIED CORNER RECORD 48105• THENCE N89°16, 46„ E ALONG THE NORTH LINE OF SAID NORTHEAST 1/, 518.50 FEET TO THE EAST RIGHT—OF—WAY LINE OF BRADSHAW ROAD AS MAINTAINED BY LAKE COUNTY, SAID EAST RIGHT—OF—WAY LINE AS FILED SURVEYED BY DONALD W. MCINTOSH ASSOCIATES, INC. AND SHOWN ON A "SPECIFIC PURPOSE SURVEY" PREPARED BY DONALD W. MCINTOSH ASSOCIATES, INC., DRAWING NUMBER CS#02-203, SURVEY DATE 02/27/02, AND TO THE POINT OF BEGINNING; THENCE, DEPARTING SAID NORTH LINE OF SAID NORTHEAST 1/4, RUN THE FOLLOWING FOURTEEN (14) COURSES AND DISTANCES ALONG SAID EAST RIGHT—OF—WAY LINE: S09°07'38"W, 226.88 , „ , „ , „ , „ , FEET; S08°14 05 W, 483.61 FEET; S08°51 03 W, 111.11 FEET; S08°15 58 W, 235.08 FEET; S07°40 42 W, 73.87 FEET; S08°15 45„ W, 120.18 FEET; S08°15'35"W, 293.65 FEET; S07°52'00"W, 391.90 FEET; S08°15'41 "W, 126.07 FEET; S09°13'52"W, 181.39 FEET; S09°21'18"W, 192.16 FEET; S08°48'22"W, 191.95 FEET; S10°07'14"W, 16.87 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 36.00 FEET AND A CHORD BEARING OF S15°39'01 "E; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 51°32'31" FOR A DISTANCE OF 32.38 FEET TO A NON —TANGENT LINE BEING THE EAST —WEST CENTER OF SECTION LINE OF AFORESAID SECTION 21; THENCE, DEPARTING SAID EAST RIGHT—OF—WAY LINE, N89°36'30"E ALONG SAID EAST —WEST CENTER OF SECTION LINE 2498.07 FEET TO THE NORTHWEST CORNER OF THE SOUTHWEST 1/ OF AFORESAID SECTION 22; THENCE, DEPARTING SAID EAST —WEST CENTER OF SECTION LINE, N00°23'17"E ALONG THE WEST LINE OF THE SOUTHWEST 1/ OF THE NORTHWEST 1/ OF SAID SECTION 22, 1327.85 FEET TO THE NORTHWEST CORNER OF SAID SOUTHWEST 1/ OF THE NORTHWEST 1/ OF SECTION 22; THENCE DEPARTING SAID WEST LINE RUN S89°00'54"E ALONG THE NORTH LINE OF SAID SOUTHWEST 1/ OF THE NORTHWEST 1/, 679.40 FEET; THENCE, DEPARTING SAID NORTH LINE, N00°00'00"W, 1325.72 FEET TO THE NORTH LINE OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/ OF SAID SECTION 22; THENCE N88°49'23"W ALONG SAID NORTH LINE, 670.44 FEET TO A 2" IRON PIPE FOUND AT THE NORTHEAST CORNER OF THE NORTHEAST 1/ OF THE AFORESAID SECTION 21, SAID NORTHEAST CORNER ACCORDING TO CERTIFIED CORNER RECORD #48106; THENCE S89°16'46"W ALONG THE NORTH LINE OF SAID NORTHEAST 1/4, 2134.70 FEET TO THE POINT OF BEGINNING. LEGAL DESCRIPTION: (CONT,) BEING MORE PARTICULARLY DESCRIBED AS: ALL THOSE PORTIONS OF SECTIONS 21, 22 AND 23, TOWNSHIP 23 SOUTH, RANGE 26 EAST, LAKE COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: COMMENCE AT A 1-1 /4" IRON PIPE FOUND AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF THE AFORESAID SECTION 21, SAID NORTHWEST CORNER ACCORDING TO CERTIFIED CORNER RECORD #48105; THENCE N89°16'46"E, 2653.20 FEET ALONG THE NORTH LINE OF SAID NORTHEAST 1/4 TO A 2" IRON PIPE FOUND AT THE NORTHEAST CORNER OF SAID NORTHEAST 1/4 OF SAID SECTION 21, SAID NORTHEAST CORNER ACCORDING TO CERTIFIED CORNER RECORD #48106; THENCE S88°49'23"E ALONG THE NORTH LINE OF THE NORTHWEST 1/4 OF THE AFORESAID SECTION 22, 670.44 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S88°49'23"E ALONG SAID NORTH LINE, 1976.14 FEET; THENCE S88°49'23"E ALONG THE NORTH LINE OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 22, 1323.29 FEET; THENCE S00°20'55"W ALONG THE WEST LINE OF THE NORTHEAST 1/4 OF SAID NORTHEAST 1/4 OF SAID SECTION 22, 1314.56 FEET; THENCE S89°00'54"E ALONG THE SOUTH LINE OF SAID NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 22, 1290.91 FEET TO THE WEST RIGHT—OF—WAY LINE OF FIVE MILE ROAD (A 66' WIDE RIGHT—OF—WAY AS RECORDED IN OFFICIAL RECORDS BOOK 357, PAGE 21, OF THE PUBLIC RECORDS OF LAKE COUNTY, FLORIDA); THENCE S00°19'09"W ALONG SAID WEST RIGHT—OF—WAY LINE, DISTANT 33.00 FEET WESTERLY, BY PERPENDICULAR MEASURE, FROM THE EAST LINE OF SAID NORTHEAST 1/4 OF SECTION 22, 1310.25 FEET TO A POINT IN THE NORTH LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 22, DISTANT 33.00 FEET ON A BEARING OF N89°12'24"W, FROM A 5/8" IRON ROD AND CAP #PLS4779 FOUND AT THE EAST 1/4 CORNER OF SAID SECTION 22, SAID EAST 1/4 CORNER ACCORDING TO CERTIFIED CORNER RECORD #084030; THENCE S00°27'16"W ALONG SAID WEST RIGHT—OF—WAY LINE, DISTANT 33.00 FEET WESTERLY, BY PERPENDICULAR MEASURE, FROM THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 22, 2681.30 FEET TO A POINT IN THE NORTH LINE OF THE NORTHEAST 1/4 OF SECTION 27, TOWNSHIP 23 SOUTH, RANGE 26 EAST, SAID POINT BEING DISTANT 33.00 FEET ON A BEARING OF N89°12'03"W FROM A 4"X4" CONCRETE MONUMENT #RLSL993 FOUND AT THE NORTHEAST CORNER OF SAID NORTHEAST 1/4 OF SECTION 27, THENCE N89°12'03"W ALONG SAID NORTH LINE, 2612.50 FEET TO A 4"X4" CONCRETE MONUMENT FOUND AT THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF SAID SECTION 27; THENCE N89°32'30"W ALONG THE NORTH LINE OF SAID NORTHWEST 1/4, 2614.54 FEET TO A 4"X4" CONCRETE MONUMENT FOUND IN THE EAST RIGHT—OF—WAY LINE OF SHELL POND ROAD, AND BEING DISTANT 33.00 FEET ON A BEARING OF S89°32'30"E FROM A 4"X4" CONCRETE MONUMENT FOUND AT THE NORTHWEST CORNER OF SAID NORTHWEST 1/4 OF SECTION 27; THENCE N00°23'38"E ALONG SAID EAST RIGHT—OF—WAY LINE, DISTANT 33.00 FEET EASTERLY, BY PERPENDICULAR MEASURE, FROM THE WEST LINE OF THE SOUTHWEST 1/4 OF THE AFORESAID SECTION 22, 2696.34 FEET; THENCE N89°12'24"W, 33.00 FEET TO A 1-1/2" IRON PIPE FOUND AT THE NORTHWEST CORNER OF SAID SOUTHWEST OF SAID SECTION 22, SAID NORTHWEST CORNER ACCORDING TO CERTIFIED CORNER RECORD #48107; THENCE N00°23'17"E ALONG THE WEST LINE OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE AFORESAID SECTION 22, 1327.85 FEET TO AN IRON ROD WITH CAP #LB68 SET AT THE NORTHWEST CORNER OF SAID SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 22; THENCE S89°00'54"E ALONG THE NORTH LINE OF SAID SOUTHWEST 1/4 OF THE NORTHWEST 1/4, 679.40 FEET; THENCE, DEPARTING SAID NORTH LINE, N00°00'00"W, 1325.72 FEET TO THE POINT OF BEGINNING. LESS AND EXCEPT THEREFROM: THOSE PARCELS DESCRIBED IN OFFICIAL RECORDS BOOK 849, PAGE 2162: PARCEL 122 (FEE SIMPLE) : THE NORTHERLY 50.00 FEET OF THE SOUTHERLY 80.00 FEET OF THE EASTERLY 35.00 FEET OF THE WESTERLY 2832.00 FEET OF SECTION 22, TOWNSHIP 23 SOUTH, RANGE 26 EAST, IN THE COUNTY OF LAKE, STATE OF FLORIDA. PARCEL 123 (FEE SIMPLE): THE NORTHERLY 50.00 FEET OF THE SOUTHERLY 80.00 FEET OF THE EASTERLY 35.00 FEET OF THE WESTERLY 118.00 FEET OF SECTION 22, TOWNSHIP 23 SOUTH, RANGE 26 EAST, IN THE COUNTY OF LAKE, STATE OF FLORIDA. PARCEL 124 (FEE SIMPLE): THE NORTHERLY 20.00 FEET OF THE SOUTHERLY 50.00 FEET OF THE EASTERLY 30.00 FEET OF THE WESTERLY 83.00 FEET OF SECTION 22, TOWNSHIP 23 SOUTH, RANGE 26 EAST, IN THE COUNTY OF LAKE, STATE OF FLORIDA. ALSO LESS FROM SAID SECTION 22, THAT PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 845, PAGE 567: PARCEL 129 (FEE SIMPLE) : THE WESTERLY 35.00 FEET OF THE EASTERLY 523.26 FEET OF THE NORTHERLY 50.00 FEET OF THE SOUTHERLY 80.00 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 22, TOWNSHIP 23 SOUTH, RANGE 26 EAST, IN THE COUNTY OF LAKE, STATE OF FLORIDA. ALSO LESS FROM SAID SECTION 22, THAT PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 851, PAGE 1455: PARCEL 130 (FEE SIMPLE): THE NORTHERLY 50.00 FEET OF THE SOUTHERLY 900.00 FEET OF THE WESTERLY 35.00 FEET OF THE EASTERLY 93.00 FEET OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 22, TOWNSHIP 23 SOUTH, RANGE 26 EAST, IN THE COUNTY OF LAKE, STATE OF FLORIDA. TOGETHER WITH THE BENEFICIAL EASEMENTS CONTAINED IN THAT CERTAIN DECLARATION OF EASEMENT AND AGREEMENT REGARDING ROAD AND UTILITY IMPROVEMENTS DATED MAY 25, 2006 AND WHICH IS RECORDED ON JUNE 2, 2006 IN OFFICIAL RECORDS BOOK 3175, PAGE 997, ALL IN THE PUBLIC RECORDS OF LAKE COUNTY, FLORIDA. PARCEL 2: THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF LAKE, STATE OF FLORIDA, AND IS DESCRIBED AS FOLLOWS: THAT PART OF SECTIONS 21 AND 22, TOWNSHIP 23 SOUTH, RANGE 26 EAST, LAKE COUNTY, FLORIDA DESCRIBED AS FOLLOWS: COMMENCE AT A 1-1 /4" IRON PIPE FOUND AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF THE AFORESAID SECTION 21, SAID NORTHWEST CORNER ACCORDING TO CERTIFIED CORNER RECORD #48105; THENCE N89°16'46"E ALONG THE NORTH LINE OF SAID NORTHEAST 518.50 FEET TO THE EAST RIGHT—OF—WAY LINE OF BRADSHAW ROAD AS MAINTAINED BY LAKE COUNTY, SAID EAST RIGHT—OF—WAY LINE AS FILED SURVEYED BY DONALD W. MCINTOSH ASSOCIATES, INC. AND SHOWN ON A "SPECIFIC PURPOSE SURVEY" PREPARED BY DONALD W. MCINTOSH ASSOCIATES, INC., DRAWING NUMBER CS#02-203, SURVEY DATE 02/27/02, AND TO THE POINT OF BEGINNING; THENCE, DEPARTING SAID NORTH LINE OF SAID NORTHEAST 1/4, RUN THE FOLLOWING FOURTEEN (14) COURSES AND DISTANCES ALONG SAID EAST RIGHT—OF—WAY LINE: S09°07'38"W, 226.88 FEET; S08°14'05"W, 483.61 FEET; S08°51'03"W, 111.11 FEET; S08°15'58"W, 235.08 FEET; S07°40'42"W, 73.87 FEET; S08°15'45"W, 120.18 FEET; S08°15'35"W, 293.65 FEET; S07°52'00"W, 391.90 FEET; S08°15'41 "W, 126.07 FEET; S09°13'52"W, 181.39 FEET; S09°21'18"W, 192.16 FEET; S08°48'22"W, 191.95 FEET; S10°07'14"W, 16.87 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 36.00 FEET AND A CHORD BEARING OF S 15°39'01" E; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 51 °32'31" FOR A DISTANCE OF 32.38 FEET TO A NON —TANGENT LINE BEING THE EAST —WEST CENTER OF SECTION LINE OF AFORESAID SECTION 21; THENCE, DEPARTING SAID EAST RIGHT—OF—WAY LINE N89°36 30 E ALONG SAID EAST —WEST CENTER OF SECTION LINE 2498.07 FEET TO THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF AFORESAID SECTION 22; THENCE, DEPARTING SAID EAST —WEST CENTER OF SECTION LINE, N00°23'17"E ALONG THE WEST LINE OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 22, 1327.85 FEET TO THE NORTHWEST CORNER OF SAID SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 22; THENCE DEPARTING SAID WEST LINE RUN S89°00'54"E ALONG THE NORTH LINE OF SAID SOUTHWEST 1/4 OF THE NORTHWEST 1/4, 679.40 FEET; THENCE, DEPARTING SAID NORTH LINE, N00°00'00"W, 1325.72 FEET TO THE NORTH LINE OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 22; THENCE N88°49'23"W ALONG SAID NORTH LINE, 670.44 FEET TO A 2" IRON PIPE FOUND AT THE NORTHEAST CORNER OF THE NORTHEAST 1/4 OF THE AFORESAID SECTION 21, SAID NORTHEAST CORNER ACCORDING TO CERTIFIED CORNER RECORD #48106; THENCE S89°16'46"W ALONG THE NORTH LINE OF SAID NORTHEAST 1/4, 2134.70 FEET TO THE POINT OF BEGINNING. TOGETHER WITH THE BENEFICIAL EASEMENTS CONTAINED IN THAT CERTAIN DECLARATION OF EASEMENT AND AGREEMENT REGARDING ROAD AND UTILITY IMPROVEMENTS DATED MAY 25, 2006 AND WHICH IS RECORDED ON JUNE 2, 2006 IN OFFICIAL RECORDS BOOK 3175, PAGE 997, AND THAT CERTAIN DECLARATION OF EASEMENT AND AGREEMENT REGARDING ROAD AND UTILITY IMPROVEMENTS DATED MAY 25, 2006 AND WHICH IS RECORDED ON JUNE 2, 2006 IN OFFICIAL RECORDS BOOK 3175, PAGE 1023, ALL IN THE PUBLIC RECORDS OF LAKE COUNTY, FLORIDA. CONTAINS 743.00 ACRES MORE OR LESS. 10, SITE 91911dg$ 41111'4, Oakland Lake Louisa State Park Orange County Nation,) Golf Center and Lod, I� VICINITY MAP NOT TO SCALE 9 Tlldenvl M No. Revision Date Appvd. 01101 0- 00 t 0 '�� , 1i b Planning + Design Studio Transportation Land Development Environmental Services 225 E. Robinson Street, Suite 300 Orlando, Florida 32801 407-839-4006 • FAX 407-839-4008 Certificate of Authorization Number 3932 Project Title Wellness Way PUD City of Clermont, Florida Drawing Title CERTIFIED TO: LENNAR HOMES, LLC, Legal SOUTH LAKE CROSSINGS I, LLC SOUTH LAKE CROSSINGS III, LLC FIRST AMERICAN TITLE INSURANCE COMPANY Description SHUTTS & BOWEN, LLP THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 6, 8, 11 AND 13 OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON JULY 23, 2018. FOR THE LICENSED BUSINESS # 6723 BY: JAMES L. RICKMAN P.S.M. # 5633 DATE Scale Drawing C-2 Sheet of Date Project Number Oct. 18, 2019 63302.00 6330200—PD—EC.DWG \\VHB\GBL\PROD\ORLANDO\63302.00 LENNAR-WELLNESS WAY\CAD\UP\PD\6330200-PD-EC POINT OF COMMENCEMENT PARCEL A, B, CUT OUT &PARCEL 2 NORTHWEST CORNER OF THE NORTHEAST 1/4 OF BARBED WIRE FENCE SECTION 21-23-26 1.6'N, 31.0'E CCR #48105 _ N89"16'46E N8916'46"E 518.50' S89'16'46"W POINT OF BEGINNING PARCEL B & CUT OUT x EAST RIGHT OF WAY LINE I BRADSHAW ROAD (PER DESCRIPTION) � N x J I 50'X100' SIGN TRACT x x I O.R. 03175, PG. 102 J 3 - I _ _I T I THIS AREA APPEARS TO HAVE BEEN USED AS A x STAGING AREA FOR A x RECENT U.S. 27 ROAD X WIDENING PROJECT T THERE ARE STOCKPILE OF DIRT LEFT HERE X LO PARC SHELL POND ROAD J x EASEMENT AREA PER O.R. 03175, PG. 1023 O I `J N P L A J x CUT OUT T 1� x ^ J I 'Ile\\ \ x 00 / J x / Q x Z�Q oo� y�Q O - - x \ pZ x I 4 -� BARBED WIRE to �\ x FENCE CORNER LO 47.7'N, 69.1'E ITEM 22 SHELL POND ROAD w BARBED WIRE EASEMENT AREA PER a N x FENCE CORNER O.R. 03175, PG. 0997 0 124.1'E, 13.3'N a - - - - - - - - - - - - - - - o M Z C Q J P.C.C1 - - - - 1210.47- - S89'36'30"W - - L I� N.T. T N89°36'30"E ITEM 22 SIGN TRACT EXHIBIT LOT 36 LOT 35 O.R. 03175, PG. 0997 MONTE VISTA MONTE VISTA PARK FARMS PARK FARMS P.B. 2, PG.27 P_B. 2, P&27 UNPEATTED OWNER: ORANGE COUNTY & CITY OF ORLANDO PO BOX 1393 ORLANDO, FL 32802 NORTHEAST CORNER OF THE NORTHEAST 1/4 OF SECTION 21-23-26 -NORTH LINE OF THE RECOVERED 2" IRON \ NORTHEAST 1/4 OF PIPE, NO #, CCR # 48106 SECTION 21-23-26 2653.20' 2134.70' NORTHWEST CORNER OF THE NORTHWEST 1/4 OF /SECTION 22-23-26 BARBED WIRE FENCE 3.1'S HOG WIRE FENCE 0.9'S _N88*49'23"W670.44' UNPEATTED OWNER: ORANGE COUNTY & CITY OF ORLANDO PO BOX 1393 ORLANDO, FL 32802 POINT OF BEGINNING NORTH PARCEL A & PARCEL 2 NORTH LINE OF THE BARBED WIRE FENCE 1.2'N NORTHWEST 1/4 OF HOG WIRE FENCE 2.1'N SECTION 22-23-26 NORTHWEST CORNER OF THE NORTHEAST 1/4 OF SECTION 22-23-26 RECOVERED 5/8"IRON ROD, NO # UNPEATTED OWNER: ORANGE COUNTY & CITY OF ORLANDO PO BOX 1393 ORLANDO, FL 32802 NORTH LINE OF THE NORTHWEST 1/4 OF RECOVERED 5/8"IRON ` THE NORTHEAST 1/4 OF ROD, NO #, 3.58'S, 10.44'E / SECTION 22-23-26 x BARBED WIRE FENCE 1.2'S i I NORTH LINE OF THE HOG WIRE FENCE 1.5'N NORTHWEST 1/4 OF / \ SECTION 22-23-26 x \ RANCH LANDS 1 I 1 � - -- ITEM 19 BLANKET AGREEMENT I ITEM 19 \ RE T AGREEMENT CLAIMED IRRIGATION854, PG65TER BLANK\ RECLAIMED IRRIGATION WATER \ \ PER O.R. 854, PG. 865EAST LINE OF THE I \ / NORTHEAST /4 OF / / SECTION 21-23-26 w O I \ EVIDENCE OF RECENT EARTHWORK NORTH PARCEL OBSERVED IN THIS AREA O WEST LINE OF THE \ Z / NORTHEAST 1/4 OF EL 2\ SECTION 22-23-26 NORTHWEST CORNER OF \ \ \ \ TTED THE SOUTHWEST 1/4 OF \ \ \ \ THE NORTHWEST 1/4 OF SECTION 22-23-26 PARCEL RECOVERED 5/8"- - - - - -IRON PIPE, NO # 679.40' -- - / / S89"00'54"E NORTH LINE OF THE I \ / SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF \ \ SECTION 22-23-2600 00 f� N I RANCH LANDS ' ITEM 19 BLANKET AGREEMENT RECLAIMED IRRIGATION WATER PER O.R. 854, PG. 865 WEST LINE OF THE \ NORTHEAST 1/4 OF SECTION 22-23-26 NORTH PARCEL RECOVERED 5/8" IRON ROD, NO #, BARBED WIRE CORNER 5.4'S, 1.2'W HOG WIRE FENCE 0.8'S RECOVERED 5/8' IRON ROD, NO #, 0.28'N, 5.80'E UNPEATTED NOT INCLUDE[ WEST LINE OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 22-23-26 SOUTH LINE OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 22-23-26 _ i J RECOVERED 5/8" - - _ IRON ROD, NO # BARBED WIRE FENCE CORNER 17.9'S, 8.6'W \ HOG WIRE FENCE \ CORNER 14.6'S, 1.8'W \ \ ITEM 19 BLANK91� AGREEMENT \ N P EA TTE \ WEST LINE OF THE \ RECLAIMED E IRRIGATION WATER SOUTHWEST 1/4 OF \ BLANKET RIGHTEOF�WAY EASEMENT \ PER O.R. 854, PG. 865 THE NORTHWEST 1/4 Ol OVER SE 1/4 OF THE NW 1/4 SECTION 22-23-26 // �\ / / PER O.R. 369, PG. 533 IN, CUT OUT PARCELZ 1-1 / \ \ - - - ITEM 9 I \ \ % 20.00' RIGHT-OF-WAY N ASEMENT PER O.RE285, PG. 3E7 NORTHWEST CORNER OF O x I \ 1 THE SOUTHWEST 1/4 OF Z SECTION 22-23-26 ITEM 11 SOUTH LINE OF THE RECOVERED , NO # x 20.00' RIGHT-OF-WAY I SOUTH LINE OF THE 1 \ \ I \ IRON PIPE, NO # NORTHEAST 1/4 OF I EASEMENT PEROF SECTION 21-23-26 BARBED WIRE FENCE 1.7'N, 1.7'W O.R. 369, PG. 538 NORTHWEST 23 26 1 \ ` - ,,� SOUTH LINE OF THE CCR #48107 SECTION 22-23-26 NORTHEAST 1/4 OF 1287- - - - x_ - - - - - - � I SECTION 22-23-26 LOT 34 MONTE VISTA PARK FARMS P_B. 2, P&27 ❑T 2498.O�' RECOVERED 5/8" LOT 33 IRON ROD, NO # NORTH LINE OF THE MONTE VISTA I BARBED WIRE FENCE 7.9'W SOUTHWEST 1/4 OF SECTION 22-23-26 LEGEND: -NORTH LINE OF THE RECOVERED 2" IRON \ NORTHEAST 1/4 OF PIPE, NO #, CCR # 48106 SECTION 21-23-26 2653.20' 2134.70' NORTHWEST CORNER OF THE NORTHWEST 1/4 OF /SECTION 22-23-26 BARBED WIRE FENCE 3.1'S HOG WIRE FENCE 0.9'S _N88*49'23"W670.44' UNPEATTED OWNER: ORANGE COUNTY & CITY OF ORLANDO PO BOX 1393 ORLANDO, FL 32802 POINT OF BEGINNING NORTH PARCEL A & PARCEL 2 NORTH LINE OF THE BARBED WIRE FENCE 1.2'N NORTHWEST 1/4 OF HOG WIRE FENCE 2.1'N SECTION 22-23-26 NORTHWEST CORNER OF THE NORTHEAST 1/4 OF SECTION 22-23-26 RECOVERED 5/8"IRON ROD, NO # UNPEATTED OWNER: ORANGE COUNTY & CITY OF ORLANDO PO BOX 1393 ORLANDO, FL 32802 NORTH LINE OF THE NORTHWEST 1/4 OF RECOVERED 5/8"IRON ` THE NORTHEAST 1/4 OF ROD, NO #, 3.58'S, 10.44'E / SECTION 22-23-26 x BARBED WIRE FENCE 1.2'S i I NORTH LINE OF THE HOG WIRE FENCE 1.5'N NORTHWEST 1/4 OF / \ SECTION 22-23-26 x \ RANCH LANDS 1 I 1 � - -- ITEM 19 BLANKET AGREEMENT I ITEM 19 \ RE T AGREEMENT CLAIMED IRRIGATION854, PG65TER BLANK\ RECLAIMED IRRIGATION WATER \ \ PER O.R. 854, PG. 865EAST LINE OF THE I \ / NORTHEAST /4 OF / / SECTION 21-23-26 w O I \ EVIDENCE OF RECENT EARTHWORK NORTH PARCEL OBSERVED IN THIS AREA O WEST LINE OF THE \ Z / NORTHEAST 1/4 OF EL 2\ SECTION 22-23-26 NORTHWEST CORNER OF \ \ \ \ TTED THE SOUTHWEST 1/4 OF \ \ \ \ THE NORTHWEST 1/4 OF SECTION 22-23-26 PARCEL RECOVERED 5/8"- - - - - -IRON PIPE, NO # 679.40' -- - / / S89"00'54"E NORTH LINE OF THE I \ / SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF \ \ SECTION 22-23-2600 00 f� N I RANCH LANDS ' ITEM 19 BLANKET AGREEMENT RECLAIMED IRRIGATION WATER PER O.R. 854, PG. 865 WEST LINE OF THE \ NORTHEAST 1/4 OF SECTION 22-23-26 NORTH PARCEL RECOVERED 5/8" IRON ROD, NO #, BARBED WIRE CORNER 5.4'S, 1.2'W HOG WIRE FENCE 0.8'S RECOVERED 5/8' IRON ROD, NO #, 0.28'N, 5.80'E UNPEATTED NOT INCLUDE[ WEST LINE OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 22-23-26 SOUTH LINE OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 22-23-26 _ i J RECOVERED 5/8" - - _ IRON ROD, NO # BARBED WIRE FENCE CORNER 17.9'S, 8.6'W \ HOG WIRE FENCE \ CORNER 14.6'S, 1.8'W \ \ ITEM 19 BLANK91� AGREEMENT \ N P EA TTE \ WEST LINE OF THE \ RECLAIMED E IRRIGATION WATER SOUTHWEST 1/4 OF \ BLANKET RIGHTEOF�WAY EASEMENT \ PER O.R. 854, PG. 865 THE NORTHWEST 1/4 Ol OVER SE 1/4 OF THE NW 1/4 SECTION 22-23-26 // �\ / / PER O.R. 369, PG. 533 IN, CUT OUT PARCELZ 1-1 / \ \ - - - ITEM 9 I \ \ % 20.00' RIGHT-OF-WAY N ASEMENT PER O.RE285, PG. 3E7 NORTHWEST CORNER OF O x I \ 1 THE SOUTHWEST 1/4 OF Z SECTION 22-23-26 ITEM 11 SOUTH LINE OF THE RECOVERED , NO # x 20.00' RIGHT-OF-WAY I SOUTH LINE OF THE 1 \ \ I \ IRON PIPE, NO # NORTHEAST 1/4 OF I EASEMENT PEROF SECTION 21-23-26 BARBED WIRE FENCE 1.7'N, 1.7'W O.R. 369, PG. 538 NORTHWEST 23 26 1 \ ` - ,,� SOUTH LINE OF THE CCR #48107 SECTION 22-23-26 NORTHEAST 1/4 OF 1287- - - - x_ - - - - - - � I SECTION 22-23-26 LOT 34 MONTE VISTA PARK FARMS P_B. 2, P&27 ❑T 2498.O�' RECOVERED 5/8" LOT 33 IRON ROD, NO # NORTH LINE OF THE MONTE VISTA I BARBED WIRE FENCE 7.9'W SOUTHWEST 1/4 OF SECTION 22-23-26 LEGEND: -x- Denotes barbed wire fence -o- Denotes hog wire fence -O- Denotes chain link fence XDenotes water valve ARV \\ Denotes air release valve �w Denotes well Denotes monitoring well Denotes meter box O Denotes well g F,, \\\ Denotes back flow preventer u Denotes telephone riser Denotes centerline R/W Denotes right-of-way Denotes wood power pole v Denotes overhead power Denotes guy wire Denotes clay road • Denotes change in direction, no corner set Denotes set 1 /2" iron rod & cap / nail & disk # 6723 Denotes wetlands P.C. Denotes point of curvature N.T. Denotes non tangent FC Denotes fence corner PARK FARMS P.B. 2, PG.27 WEST LINE OF THE SOUTHWEST 1/4 OF SECTION 22-23-26 15' EASEMENT PER P.B. 2, PG. 27 33.00' a O I 1 LOT 48 0 Q MONTE VISTA 0 l I PARK FARMS W Q P.B. 2, P&27 _J w I (n I I LOT 49 I MONTE VISTA PARK FARMS P.B. 2, P&27 15' EASEMENT PER P.B. 2, PG. 27 LOT 64 MONTE VISTA PARK FARMS P.B 2, P&27 S89'32'3 33. NORTHWEST CORNER OF THE NORTHWEST 1/4 OF SECTION 27-23-26 RECOVERED 4"X4" CONCRETE MONUMENT NO #, CCR # 0078132 WEST RIGHT-OF-WAY LINE PER D.B. 225, PG. 510 M o: EAST RIGHT-OF-WAY LINE OF SHELL POND ROAD NORTH PARCEL INTERIOR FENCES, DIRT ROADS AND TRAILS NOT LOCATED PER CLIENT'S REQUEST RANCH LANDS NOT INCLUDED PARCEL 123 FEE SIMPLE PER O.R. 849, PG. 2162 N 50' OF S 80' OF E 35' OFW118' SEC. 22-23-26 F.C. 0.4'§ F.C. 1.5'N L1 4 F.C. 1.6'N 11 0'W 0.7'W �00.8'WT F F.C. 0.4:E_�L2 0.S0 NOT INCLUDED rn J OJ N PARCEL 124 � J �F.c. o.TN FEE SIMPLE PER O.R. 849, PG. 2162 L18 L16 1.o w N 20' OF S 50' OF E 30' OF W 83' SEC. 22-23-26 F.C. 0.6'N d 0.2'E DETAIL 4 ( not to scale ) ITEM 12 30.00' PIPELINE EASEMENT PER O.R. 815, PG. 220 LNCLUDED L 124 &ITEM 31 NORTH LINE OF THE PARCEL 3815 NORTHTHWEST 1/4 OF NOT INCLUDED PER o.R. 61s, Pc. 222PARCEL 123SECTION 27-23-26 V ARV ARV - - - - - - - - RECOVERED 4"X4" CONCRETE MONUMENT NO # BARBED WIRE FENCE 1.9'E OWNER: LAKE LOUISA LLC 200 W FORSYTH ST 7TH FL JACKSONVILLE, FL 32202 EAST RIGHT-OF-WAY LINE U N P L A TTE D PER D.B. 225, PG. 510 O o- NORTH LINE OF THE / SOUTHEAST 1/4 OF SECTION 22-23-26 PARCEL 1 I EAST LINE OF THE WEST LINE OF THE SOUTHWEST 1/4 OF SOUTHEAST 1/4 OF SECTION 22-23-26 SECTION 22-23-26 ITEM 17 UTILITY EASEMENT PARCEL 836 PER O.R. 849, PG. 2156 & PARCEL 836 UTILITY EASEMENT PER O.R. 849, PG. 2162 ARV ARV - - - - - NORTHEAST CORNER OF THE NORTHWEST 1/4 OF SECTION 27-23-26 RECOVERED 4"X4" CONCRETE MONUMENT NO # BARBED WIRE FENCE 0.9'S RANCH LANDS NORTH PARCEL it I ITEM 21 I PARCEL 816 7.00' UTILITY EASEMENT PER O.R. 985, PG. 1724 II ITEM 21 I PARCEL 816 UTILITY EASEMENT PER O.R. 985, PG. 1724 RECOVERED 5/8" IRON ROD, NO # ITEM 21 PARCEL 816 7.00' UTILITY EASEMENT x PER O.R. 985, PG. 1724 M ITEM 18 X FII PARCEL 830 UTILITY EASEMENT PER O.R. 851, PG. 1456 NOT INCLUDED PARCEL 130 x I X x WEST RIGHT-OF-WAY LINE 1 - -� OF FIVE MILE ROAD X / \ PER O.R. 357, PG. 21 \ ' x N8912'24"W ` 33.00' _ X x BARBED WIRE FENCE CORNER 18.1'W U ITEM 17 UTILITY EASEMENT PARCEL 835 PER O.R. 849, PG. 2156 & PARCEL 835 UTILITY EASEMENT PER O.R. 849, PG. 2162 WEST RIGHT-OF-WAY LINE_ OF FIVE MILE ROAD PER O.R. 357, PG. 21 BARBED WIRE FENCE CORNER 7.8'W NORTHEAST CORNER OF THE NORTHEAST 1/4 OF SECTION 22-23-26 RECOVERED 6" ROUND CONCRETE MONUMENT, NO # !2't CLAY ROAD UNPEATTED EAST LINE OF THE NORTHEAST 1/4 OF SECTION 22-23-26 BARBED WIRE FENCE CORNER 23.4'S, 10.7'W HOG WIRE FENCE CORNER 24.4'S, 78.4'W RECOVERED 5/8" IRON ROD, NO # EAST RIGHT-OF-WAY LINE �OF FIVE MILE ROAD PER O.R. 357, PG. 21 � ' I L31 0 J J F.C. 236.1. rS 0 F.C. 25.8'S r I 5.0'W/ L330 F.C. 25.0'S F.C. 25.0'S 4.2'W O 5.3'W DETAIL 1 ( not to scale ) EAST 1/4 CORNER OF XII EAST LINE OF THE SOUTHEAST 1/4 OF SECTION 22-23-26 33.00' SECTION 22-23-26 RECOVERED 5/8" IRON ROD, NO # CCR # 084030 RECOVERED 5/8" IRON ROD, NO # 46.95'S, 20.70'E � Q � � Q o� W � W � U tD W O X X X X X X X X X X X X 22 t CLAY ROAD R x x X ITEM 15 & 16 I\ 1 PARCEL 850 DRAINAGE EASEMENT PER X / O.R. 845, PG. 567 & v / O.R. 1150, PG. 506 W WV x Da �I WEST RIGHT-OF-WAY LINE OF FIVE MILE ROAD x I I PER O.R. 357, PG. 21 ITEM 15 & 16 PARCEL 849 I� PERMANENT UTILITY x EASEMENT PER & O.R. 850, PG. 506 EAST RIGHT-OF-WAY LINE x I I OF FIVE MILE ROAD I I ITEM 15 PER O.R. 357, PG. 21 ITEM 12 PARCEL 729 30.00' PIPELINE EASEMENT x I I 30.00' TEMPORARY CONSTRUCTION NOT INCLUDED PER O.R. 815, PG. 220 ITEM 14 PARCEL 3135R EASEMENT PER O.R. 845, PG. 567 PARCEL 122 & ITEM 13 PARCEL 3134 30.00' PIPELINE & O.R. 850, PG. 506 PER O.R. 815, PG. 222 x EASEMENT PER O.R. 816, PG. 2115 NOT INCLUDED PARCEL 129 �E y N8912'03"w ARV ARV ARV WV I I V ------ - ------- - - - - - - Ll -- ARV 771 w v 33.00' 7 � BARBED WIRE FENCE O.TN NORTH LINE OF THE / OWNER: i RECOVERED 4"X4" CONCRETE MONUMENT # 1993 X NORTHEAST CORNER OF LAKE LOUISA LLC NORTHTHEAST 1/4 OF i SECTION 27-23-26 i BARBED WIRE FENCE I THE NORTHEAST 1/4 OF 200 W FORSYTH ST 7TH FL i CORNER 3.1'N, 1.5'W SECTION 27-23-26 e NOT INCLUDED JACKSONVILLE, FL 32202 RECOVERED 4"X4" CONCRETE MONUMENT 1993 oti UNPEATTED --- , NOT INCLUDED # L23 PARCEL 122 F.C. 1.4'N/0.4'E L27 F.C. 0.5'W PARCEL 129 F.C. 0.1 N F s1 O� �, FEE SIMPLE PER O.R. 849, PG. 2162 i 0 O FEE SIMPLE PER O.R. 845, PG. 567 �.4'E N 50' OF S 80' OF E 35' OF W 2832' / & O.R. 850, PG. 506 SEC. 22-23-26 I N0 00 W 35' OF E 523.26' OF N 50' OF S 80' NI J I I J **NOTE** J J I SE 1/4, SE 1/4, SEC. 22-23-26 MONUMENTATION NOT O F.C.�1.2'S O o� F.C. 0.3'N RECOVERED OR SET ON OUTPARCELS ( TYPICAL) F.C. 3.6'N%1.4'E O� F.C. 1.6'N/0.1'W 0.1� _L25 a•Tw DETAIL 3 not to scale) L29 DETAIL 2 not to scale �_� ( ) 00 150 300 600 Feet NOT INCLUDED PARCEL 130 FEE SIMPLE PER O.R. 851, PG. 1455 N50' OF S 900' OF W 35'OF E 93' SEC. 22-23-26 No. Revision Date Al 000 Planning + Design Studio Transportation Land Development Environmental Services 225 E. 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Robinson Street, Suite 300 Orlando, Florida 32801 407-839-4006 - FAX 407-839-4008 Certificate of Authorization Number 3932 Project Title Wellness Way PUD City of Clermont, Florida Drawing Title Topography Plan Scale Date Oct. 18, 2019 Drawing C-4 Sheet of Project Number 63302.00 6330200-PD-TOPO.DWG \\vhb\gbl\proj\Orlando\63302.o0 L�"1n \N+�kl\lqEp�sA�ay,\go up\PQA ?"PttM!�gNMPNT,�4FO'KgNELLNESS WAY\CAD\UP\PD\6330200—PD—ENVIRONMENTAL ' r I Floodplain (FEMA) F m 7 Q 0 0 N 06 r) 0 U 0 T 0 _o H Q Z D' W_ m r Q N N 0 N N 0 Q 0 W Z LU - FLUCCS LEGEND FLUCCS FLUCCS CODE DESCRIPTION 2110 Improved Pastures 2120 Unimproved Pastures 2130 Woodland Pastures 3100 Herbaceous 3200 Shrub and Brushland 3300 Mixed Rangeland 4110 Pine Flatwoods 4200 Upland Hardwood Forests 6250 Wet Pinelands - Hydric Pine 6430 Wet Prairies 6440 Emergent Aquatic Vegetation LC = LAND COVER CLASSIFICATION LU = LAND USE CLASSIFICATION SOURCE: LAKE COUNTY GIS 20 2$ 40 35 40 $ 40 QZ O 8 (D o Vi L m 99 28 i 99 28 46 zo 40 20 21 12 40 8 Z$ 9 M Wo 22 9 �J 28 SHELL POND ROAD 9 38 8 28 0 SOILS LEGEND W Soil 9 22 > Number Soil Description 4 Anclote and Myakka soils 8 8 Candler sand, 0 to 5 percent slopes 8 9 Candler sand, 5 to 12 percent slopes 10 Candler sand, 12 to 40 percent slopes 21 9 12 Cassia sand201mmokalee sand Q 21 Lake sand, 0 to 5 percent slopes0° z 8 0 300 600 1200Feet 22 Lake sand, 5 to 12 percent slopes ° 28 Myakka-Myakka, wet, sands, 0 to 2 percent slopes-J 9 LU 35 Paola Sand, 0 to 5 percent slopes 21 38 Placid sand, frequently ponded, 0 to 2 percent slopes 40 Placid and Myakka sands, depressional 8 No. Revision Date Appvd. 41 Pomello sand, 0 to 5 percent slopes 8 9 45 Tavares sand, 0 to 5 percent slopes 8 9 46 Orsino sand 99 Water /_ SOURCE: LAKE COUNTY GIS & WEB SOIL SURVEY (NCSS) Soils https://websoilsurvey.sc.egov.usda.gov/App/WebSoilSurvey.aspx SHELL POND ROAD -- - 6430 LC _ - 2110 LU Vegetation & 000 -A -00 0-0 '4�vll Planning + Design Studio Transportation Land Development Environmental Services 225 E. Robinson Street, Suite 300 Orlando, Florida 32801 407-839-4006 • FAX 407-839-4008 Certificate of Authorization Number 3932 Project Title Wellness Way PUD City of Clermont, Florida Drawing Title Environmental Conditions Plan Scale Drawing C-5 Sheet of Date Project Number Oct. 18, 2019 63302.00 6330200—PD—ENVIRONMENTAL.DWG \\VHB\GBL\PROJ\ORLANDO\63302.00 LENNAR-WELLNESS WAY\CAD\UP\PD\6330200-PD-DEVELOP_WET_FLOOD II I I LEGEND MunI_V1� UNPLATTED UNPLATTED EXISTING SIGN TRACT O.R. 03175, PG. 1023 EXISTING SIGN TRACT O.R. 03175, o_ F m Q 0 0 0 N U5 0 U 0 T 0 D_ Q Z D' w m Q LO N 0 0 0 0 N Q cc ca O z 10' Landscape Buffer LOT 36 LOT 35 LOT 34 MONTE VISTA MONTE VISTA MONTE VISTA PARK FARMS PARK FARMS PARK FARMS P.B. 2, PG.27 P.B. 2, PG.27 P.B. 2, PG.27 PARCEL O-1 3.56 Acres MONTE VISTA PARK FARMS P.B. 2, PG.27 LOT 48 MONTE VISTA PARK FARMS P.B. 2. PG.27 a O Zr)cilf O LOT 49 MONTE VISTA r PARK FARMS J P.B. 2, PG.27 J LU LOT 64 MONTE VISTA PARK FARMS P.B. 2. PG.27 BUF-1-2 0.31 Acres 15' Landscape Buffer C. BUF-2-2 0.42 Acres PARCEL 1 9.02 Acres WA I �27' FUTURE R.l 1.67 ac. 1--20' Landscape Buffer L_ PARCEL 0-4 0.37 Acres BUF-1-3 2.10 Acres BUF-1-4 0.55 Acres IMP-9 0.14 Acres PARCEL 2 37.16 Acres 15' Landscape Buffer / 15' Landscape Buffer PARCEL 7 10.44± Acres 15' Landscape Buffer 15' Landscape Buffer PARCEL 3 31.66 Acres BUF-6 0.51 Acres WET-6 1.08 Acres WET-7 0.31 Acres BUF-7 0.29 Acres SAND SKINK LOCATION (TYP.) IMP-7 1.28 Acres I I 12' OFFSITE TRAIL UNPLATTED (BY OTHERS) BUF-5 3.68 Acres PARCEL 5 50.76 Acres 10' Landscape Buffer I 10' Landscape Buffer IMP-12 0.02 Acres IMP-11 0.12 Acres IMP-6 • 2.35 Acres • • PARCEL • 2 • • �I \ 15' Landscape Buffer • 15' Landscape Buffer • • • PARCEL • 4 • 162.72 Acres • • • • • • • 10' Landscape Buffer I LOOP ROAD ALIGNMENT REVISED PARCEL 6 163.30 Acres I UNPLATTED NOT INCLUDED IMP-10 0.17 Acres EXISTING OFFSITE TRAIL (BY OTHERS) FRAMEWORK ROAD - - - - OFFSITE TRAIL ♦ _ PROPOSED MULTI -USE TRAIL WETLAND LIMITS WETLAND SOURCE: ALLEN & COMPANY SURVEYORS 11/16/2018 WETLAND BUFFER (25' WIDE) n 10' Landscape Buffer Q I Lu J I � > L L_ 15' Landscape Buffer I WELLNESS WAY-15.10 ac. -- UNPJ\TTED it I I I 10' Landscape Buffer -\ I WETLAND IMPACT EMPLOYMENT DISTRICT PROPOSED SCHOOL/PARK NEIGHBORHOOD CENTER ACCESS 00 150 300 600 Feet No. Revision Date Appvd. Planning + Design Studio Transportation Land Development Environmental Services 225 E. 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III I yy UNPLATTED UNPJ\TTED , �MPOTENTIAL AREAS EXCEEDING " CITY OF CLERMONT'S 10 FT. MAXIMUM CUT/FILL CRITERIA. C0.3 Ac. TOTAL CUT/FILL AR A (8.1 % OF PROJECT AREA) POTENTIAL AREAS EXCEEDING /////,/, CITY OF CLERMONT'S 15 FT. MAXIMUM CUT/FILL CRITERIA. / C13.4 Ac. (1.8% OF PROJECT AREA) 0 O W J 2 W L.L IIIIIIIIIIIIIIIIIII 00 150 300 600 Feet No. Revision Date Appvd. Planning + Design Studio Transportation Land Development Environmental Services 225 E. Robinson Street, Suite 300 Orlando, Florida 32801 407-839-4006 • FAX 407-839-4008 Certificate of Authorization Number 3932 Project Title Wellness Way PUD City of Clermont, Florida Drawing Title Cut & Fill Analysis Scale Drawing C-7 Sheet of Date Project Number September 16, 2019 63302.00 6330200-PD-GRADING WAIVER.DWG \\VHB\GRL\PROD\0RLANDO\63302.00 LENNAR-WELLNESS WAY\CAD\UP\PD\6330200-PD-NOTES Site Data Employment District/Neighborhood Center District Develoament Standards Gross Project Area: 743.17 ac Preserved Wetlands: 96.95 ac Wetland Buffers: 12.30 ac ROW 44.03 ac Net Developable Area: 589.89 ac Residential Area: 469.21 ac Economic Development District: 101.88 ac Neighborhood Center: 18.80 ac Current Future Land Use: Wellness Way 1/Wellness Way 4 (Lake County) Proposed Future Land Use: Master Planned Development Current Zoning: A (Lake County) Proposed Zoning: PUD Maximum Allowable Gross Density: 12 du/acre Total Residential Units: 1,850 du (25% maximum townhomes) Gross Density: 2.49 du/acre Net Density: 3.60 du/ac Maximum Allowable Gross Intensity: 0.25 FAR Total Square Feet: 800,000 sf Commercial 300,000 sf Employment 500,000 sf Gross FAR: 0.02 FAR Net FAR: 0.16 FAR 1. Elementary school square footage is not included. Support Services: Potable Water City of Clermont Central Sewer City of Clermont Reclaimed Water City of Clermont Stormwater Management: Retention/Detention: Facilities will be designed to meet the water quality and water quantity criteria of the SJRWMD Fire Protection: Lake County Fire Rescue/City of Clermont Fire Department Police Protection: City of Clermont Police Department Open Space, Parks and Community Amenities Open Space Required: 74.30 ac (10% of the gross acreage) Recreation Area Required: 29.72 ac (4% of the gross acreage) 1. Open Space/Recreation areas shall be provided in the form of useable parks, playgrounds, tot lots, community gardens, stormwater ponds, wetlands, buffers, multi -use trails or similar related use areas. 2. Open Space amenities shall qualify as neighborhood centers and will be owned, operated and maintained by the HOA. 3. Each park or amenity area shall be required to have pedestrian and bicycle connections for the residents. 4. Stormwater ponds with pedestrian trails shall be counted up to one-third (%) of the required four (4) percent recreation area. 5. Amenities such as benches, and/or picnic tables, gazebos, overlooks or similar improvements must be included with trails to qualify as part of the calculated parks and community amenities requirement. Neighborhood Form & Structure 1. Average block face is calculated neighborhood by neighborhood. Block faces can be interrupted by public streets, pedestrian facilities, neighborhood centers, parks or if one side of the street is in open space, conservation area or upland preservation are for an uninterrupted five hundred (500) feet. 2. Each home shall have direct access to a minimum five (5) foot wide sidewalk. 3. A hierarchy of street types from arterial (where applicable) to collector streets to local streets is provided within the Wellness Way PUD. Arterial and collector streets are encouraged to include bike lanes, trails and other pedestrian/bicycle facilities. Different local street cross sections are encouraged to calm traffic within neighborhoods. Housing Variety 1. A minimum of seven (7) base model types shall be provided for the project. 2. Each base model shall have multiple exterior material treatment variations and design options available for customization. 3. No block face should have more than two consecutive single-family homes with the same house model, fagade and/or exterior materials or color. 4. There shall be a minimum of three (3) different housing product types as defined by lot configuration. 5. Townhomes may be front loaded. Garage Standards 1. Garages are encouraged to be located to the side or rear of a residential lot. 2. Front loaded garages must be recessed a minimum of four (4) feet behind the primary front building fagade of the home and a minimum of with twenty (20) feet from the street right -of way. A front porch with a minimum depth of four (4) feet may be used to meet the minimum garage recess requirement. The qualifying front porch may encroach into the front building setback. 3. Side loaded homes must incorporate windows and trim on the wall facing the front street. 4. All front, street -facing facades shall have windows covering at least fifteen (15) percent of the facade's area. 5. Front loaded garage lots must randomly alternate the location of driveways in relation to front fagade to avoid repetition, unless utility layouts cause conflicts. 6. Front facing facades may not be dominated by the garage portion of the elevation. 7. Rear loaded lots may have a minimum front setback of ten (10) feet. 8. Front loaded townhomes shall provide fagade depth changes between units. Garage overhangs are strongly encouraged. General Notes 1. Per City of Clermont Comprehensive Plan Policy 1.24, overall density may not exceed 12 du/ac and FAR may not exceed 0.25 per acre. 2. Acreages shown are approximate and subject to change with final design and platting. 3. Project Phasing: The project will be developed in mulitiple phases. Each phase shall have sufficient infrastructure to standalone. 4. Portions of the site fall within flood Zone A as shown of FIRM Panel numbers 12069C0675-E, effective December 18, 2012. Compensating storage will be provided for any encroachments that may occur. No published levels for OHWL, MHWL or 100yr flood exist. They will be determined at final engineering. 5. The applicant shall submit drainage calculations and a stormwater management plan when filing for Improvement Plan approval. 6. The applicant shall comply with all City of Clermont fire protection requirements. 7. Buffers shall be provided consistent with Section 118-73 of the City of Clermont LDC. Interior landscape buffers between abutting property boundaries may have a shared ten (10) foot wide landscape buffer with a five (5) foot wide buffer on each lot to achieve a minimum ten (10) foot wide buffer. 8. School concurrency shall be met prior to final plat approval in accordance with the Comprehensive Plan and LDC, as amended. 9. Residential development may occur within the Economic Development District per the land use conversion matrix table. 10. Parking shall be provided per the table of minimum parking space requirements in Section. 98-14 of the City's LDC. The maximum square footage of all Employment District tracts and Neighborhood Center Tracts shall not exceed 800,000 square feet - 500,000 square feet of employment use and 300,000 square feet of C-2 General Commercial uses. Any increase over 300,000 square feet of C-2 Genera Commercial Uses will require an amendment to the PUD. Proposed Uses: Employment District: Employment Districts are primarily designated for employment hubs with uses such as professional offices and institutional uses. Ancillary uses are permitted under the C-2 General Commercial use. Any development that is conditional under the C-2 General Commercial use shall require a Conditional Use Permit, unless prohibited below. Prohibit uses are: • Automobile and truck services carwashes, and automobile, truck, boat and farm equipment sales. Major equipment sales, manufactured housing sales, travel trailer and recreational vehicle sales. Neighborhood Center: The Neighborhood Center shall have a maximum of 140,000 square feet. Neighborhood Centers are primarily designated for C-1 Light Commercial uses that complement the adjacent residential uses. The uses permitted are the C-1 Light Commercial uses. The uses may include one grocery store up to 60,000 square feet, not to exceed a total maximum aggregate of 100,000 square feet in the shopping center on the northern Neighborhood Center. The southern Neighborhood Center may have up to 40,000 square feet, with any building over 16,000 square feet requiring a Conditional Use Permit. Any remaining square footage not developed in the Neighborhood Centers under the 140,000 square feet may be used in the Employment District Trip Generation Total PM Peak Hr Trips 3,503 Residential 1,703 Economic Development District 1,800 ITE Code Land Use Size (SF) Units Daily Trips PM Peak Hr Trips Internal Capture Pass By Net New External Trips Total % In Enter Exit Total Enter Exit % Total Enter Exit Total Enter Exit Phase 1 820 Shopping Center 100,000 SF 6,012 543 48% 261 282 73 36 37 25% 118 56 62 352 169 183 210 Single Family 1,550 DU 14,632 1,535 63% 967 568 22 11 11 0% - - - 1,513 956 557 220 Townhomes 300 DU 2,227 168 63% 106 62 4 2 2 0% - - - 164 104 60 Total Trips 2,246 1,334 912 99 49 50 118 56 62 2,029 1,229 800 Buildout (2028) 710 General Office 500,000 SF 5,055 575 16% 92 483 57 29 29 0% - - - 518 64 455 820 Shopping Center 300,000 SF 12,690 1,225 48% 588 637 179 65 94 25% 262 131 131 784 392 412 210 Single Family 1,550 DU 14,632 1,535 63% 967 568 76 65 94 0% - - - 1,459 902 474 220 Townhomes 300 DU 2,227 168 63% 106 62 8 65 94 0% - - - 160 41 (32) Total Trips 3,503 1,753 1 1,750 320 224 311 262 131 131 2,921 1,399 1,309 VHB, Inc. Notes: 1. Trip generation rates and equations are based on the Institute of Transportation (ITE) Trip Generation Manual 10th Edition. 2. Internal capture based on NCHRP 684 Estimation Tool developed by Texas A&M Transportation Institute, Version 2013.1 3. Elementary school square footage is not incuded. Land Use Conversion Matrix Land uses within the Wellness Way PUD may be exchanged based on traffic equivalents as listed below: Conversion T03 PM SINGLE TOWNHOME RETAIL EMPLOYMENT MULTI -FAMILY ITE PEAK FAMILY LAND USE CONVERSION CONVERSION CONVERSION CONVERSION CODE HOUR CONVERSION RATE RATE RATE RATE RATE RATE SINGLE FAMILY 210 0.99 1.77 0.06 0.99 2.25 TOWNHOME 220 0.56 0.57 0.03 0.56 1.27 RETAI L' 820 18.00 18.18 3: 18.00 40.91 EMPLOYMENT 710 1.00 1.01 1.79 1 0.06 2.27 MULTI -FAMILY 2 221 0.44 0.44 0.79 1 0.02 0.44 Sources: Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition Notes: 1 PM Peak Hour Rate based on 1,000 SF for Retail, General Office and Medical Office 2 Multi -Family Mid -Rise with at least three dwelling units and three to 10 levels/floors 3 A land use may not be converted more than 50%. Example: Every 10,000 sf of retail can be exchanged for 182 single family units. 250 single family units can be gained by excahnging 15,000 square feet of retail. Every multi -family unit can be exchanged for 440 sf of employment. 25,000 square feet of employment can be gained by exchanging 57 multi -family units. Waiver Requests Mar-19 Residential Development Standards (Parcels 1-6) Two -Family Semi Detached Dwellin Units (Duplex) Minimum Lot Width 50 ft Minimum Living Area (square feet) 1,000 Minimum Lot Depth 100 ft Minimum Front Building Setback (front load/rear load) 15 ft Minimum Front Porch Setback 10 ft Minimum Garage Setback (front/rear) (measured from edge of pavement) 20 ft/20 ft Minimum Side Yard Setback 5 ft Setback From Side Street 15 ft Minimum Rear Yard Setback 20 ft Minimum Rear Yard Setback for Pools, Patios, Decks or Ancillary Structures N/A Rear Setback from Edge of Alley Pavement3 N/A Minimum Building Separation 10 ft Maximum Impervious Surface Ratio (ISR)l 0.85 Maximum Building Height2 40 ft Setback from Normal High Water Line, Mean High Water Line, or Jurisdictional Wetland Line 50 ft Minimum Front Yard Utility Easement 10 ft Minimum Side and Rear Yard Drainage and Utility Easement 5 ft 'The maximum allowable ISR for the overall PUD development shall be 0.60. Individual lot ISR may exceed 0.60 as shown in the table above as long as overall maximum is not exceeded. 2The maximum height for recreational amenity buildings shall be 75 ft. Detached garages shall be setback a minimum of 3 feet Employment District/Neighborhood Commercial Development Standards Commercial Employment Apartment Townhomes Building Height 35 feet/2-stories 35 feet/2-stories 45 feet/3-stories 35 feet/2-stories Max. Impervious 75% 75% 75% 70% Max. Lot Coverage 75% 750 75% 70% Building Separation N/A NIA 20 feet 5 feet Minimum Yard Setbacksl.4,5 Front 25 feet/50 feet from US 27 25 feet/50 feet from US 27 25 feet/50 feet from US 27 15 feet/50 feet from US 27 Sidez 12 feet 12 feet 12 feet 5 feet Side Street 25 feet 25 feet 25 feet 15 feet Rear3 25 feet/50 feet from US 27 25 feet/ 50 feet from US 27 25 feet/50 feet from US 27 20 feet/50 feet from US 27 NHWE3 25 feet 25 feet 25 feet 25 feet 1/When a conditional or commercial use abuts a residential use, the conditional or commercial use shall provide a landscaped buffer strip along the abutting property line unless the residential use is within the Employment District boundary. 210n corner lots, a side yard setback of 50 feet shall be maintained on US 27 and a side yard setback of 25 feet shall be maintained from all other streets and 12 feet on the interior side yard. However, a side setback of 25 feet shall be maintained adjacent to property zoned or used as residential. 3/No construction encroachment may occur in any designated 100-year floodplain except in accordance with polices of the adopted Comprehensive Plan and after formal approval of a site development plan by the Administrative Official. 4/Buffer strip. When a conditional or commercial use abuts a residential use, the conditional or commercial use shall provide a landscaped buffer strip along the abutting property line unless the residential use is within the Employment District boundaries. 5/other setbacks. All yard setbacks for principal buildings shall be a minimum of 25 feet from established high- water marks. No construction encroachment may occur in any designated 100-year floodplain except in accordance with policies of the adopted comprehensive plan and after formal approval of a site development plan by the administrative official. 1. A waiver to Section 94-195(b)(3) of the City Code is requested to allow for maximum depth of cut or fill for construction of any roadway to exceed fifteen (15) feet for the areas indicated on Sheet C-7, Cut & Fill Analysis. 2. A waiver to Section 94-195(c)(2) of the City Code is requested to allow elevation changes in topography to exceed ten (10) feet for the areas indicated on Sheet C-7, Cut & Fill Analysis. 3. A waiver to Section 102-12(b)(1) of the City Code is requested to allow a minimum setback of twenty (20) feet from the right-of-way lines of US 27 and Wellness Way (Shell Pond Road) to the off -site ground sign. 4. A waiver to Section 102-15(e)(4) of the City Code is requested to allow off -site signage at the intersection of Wellness Way (Shell Pond Road) and US 27, and at the intersection of Shell Pond Road Easement Area (as identified on the boundary survey) and US 27 meeting the following standards: a. Maximum sign area = 60 square feet b. Maximum sign height = 20 feet (ornamental architectural elements permitted up to thirty (30) feet height for no more that fifty (50) percent of the sign width) c. Sign setbacks = 20 feet from US 27 and 20 feet from Wellness Way (Shell Pond Road) 3. A waiver to Section 110-192(1) of the City Code is requested to allow private streets with gates. 4. A waiver to Section 110-192(7) of the City Code is requested to allow private dead-end streets of less than one hundred fifty (150) feet in length to terminate without a cul-de-sac. 5. A waiver to Section 110-193 of the City Code is requested to allow a minimum right-of-way width of fifty (50) feet for local streets in lieu of sixty (60) feet. 6. A waiver to Section 110-195(b) of the City Code is requested to allow construction of a twenty (20) foot wide one-way alleys with twelve (12) feet of pavement as long as twenty (20) feet of unobstructed emergency access is maintained. 7. A waiver to Section 118-71(1) of the LDC is requested to allow street trees within the right-of-way along the frontage of a residential lot to count toward the minimum number of required trees on the lot and to allow such trees to be less than 6 feet from curbs and sidewalks as long as a minimum of 5 feet of clearance is provided between the tree and any public potable water, wastewater or reclaimed water main. 8. A waiver to Section 122-3196(b)(4) of the City Code is requested to allow individual phases of the PUD to exceed the overall density of the PUD and to allow individual phases of the PUD to be developed without providing common open space in proportion to that contained within the entire PUD. No. Revision Date Appvd. A� /00 /00 1�� 0- 0 lib Planning + Design Studio Transportation Land Development Environmental Services 225 E. Robinson Street, Suite 300 Orlando, Florida 32801 407-839-4006 • FAX 407-839-4008 Certificate of Authorization Number 3932 Project Title Wellness Way PUD City of Clermont, Florida Drawing Title Development Standards Drawing C-8 Scale Sheet of Date Project Number Oct. 18, 2019 63302.00 6330200-PD-NOTES.DWG \\VHB\GBL\PROJ\ORLANDO\63302.00 LENNAR—WELLNESS WAY\CAD\UP\PD\6330200—PD—L0T DIAGRAM 6 L m r` N r7 0 N Cd L C) 2 U 0 T 0 _o n Q z ry w m 7 0 rn 0 N U5 Q) N I%Ll.LMIIVILV VVMI L1% V I ILI I I A - Typical Road Section - Wellness Way & Hancock Road N.T.S. 10' S UTILITY 6 S; EASEMENT �� \f. 2 A 50' R.O.W. 1 24' 5' 10' PAVEMENT UTILITY S��' U�`. EASEMENT � 1 0 \� CAL \� o STREET TREE (TYP.) I I 5' 5' MIN. MIN. PROPOSED WATER/ PROPOSED WATER/ RECLAIMED WATER UTILITY PROPOSED GRAVITY SEWER RECLAIMED WATER UTILITY FOR RESIDENTIAL DEVELOPMENT. INCLUDES SIGNAGE TO ALLOW PARKING ON ONE SIDE OF ROAD ONLY. Typical Residential Road Section (50' ROW) N.T.S. 10' 5' 1(01 UTILITY S/ EASEMENT I I� I 5' MIN. PROPOSED WATER/ RECLAIMED WATER UTILITY 60' R.O.W. 29' PAVEMENT W/PARKING 22' PAVEMENT WITHOUT PARKING 11' 11' CL 10' 10' TRAIL UTILITY EASEMENT �I I O STREET Of TREE (TYP.) I I I 5' MIN. PROPOSED WATER/ PROPOSED GRAVITY SEWER RECLAIMED WATER UTILITY 7 OPTIONAL ON -STREET" PARKING B - Typical Road Section (60' ROW) N.T.S. DRIVEWAY ALLEY Y apth 15' Front i R/W 32' min Lot Width (Typical Lot) STREET 32' - 40' x 110' Single -Family Lot (Rear Loaded) Scale: 1 "=40' NOTES 1. Each lot shall include a minimum 10' front yard utility easement. 2. Each lot shall include a minimum 5' side and rear yard drainage and utility easement. 3. Street corner radius shall not effect street side yard or front setbacks. 20' Rear 70' 20' Front DRIVEWAY (TYP.) DRIVEWAY (TYP.) 20' Rear 70' 20' Front 23' (Min.) 18' (Min.) Lot Width Lot Wd. (End Unit) (Typ. Lot) ALL 3' Rear ,IVEWAY Y �pth Front R/ R/W 10' Porch — — — — 32' min Lot Width (Typical Lot) STREET R/W 32' - 40' x 110' Single -Family Lot (Rear Loaded with Detached Garage) Scale: 1 "=40' 33' (Min.) Lot Width (End Unit) 20' 120' Lot Depth 20' R/W nRl\/F\NA (Typical Lot) STREET R/W 40' - 70' x 120' Single -Family Lot (Front Loaded) Scale: 1 "=40' INo. Revision Date Appvd. I I F__ 1 110, LU Lot Depth L � I to 5 18' (Min.) 10, 18' (Min.) 15' Width L'Btwn. Width Street Side (End Unit) Bldgs. (End Unit) STREET 18' - 25' x 110' Townhome (Front Loaded ) Scale: 1 "=40' 23' (Min.) 18' (Min.) Lot Width Lot Wd. (End Unit) (Typ. Lot) 33' (Min.) Lot Width (End Unit) 100-- ALLEY TRACT 1110110110111111111111 5` 18' (Min.) Width (End Unit) 10, Btwn. Bldgs. STREET 110Lu Lot Depth L LA 18' (Min.) 15' Width Street Side (End Unit) 18' - 25' x 110' Townhome ( Rear Loaded) Scale: 1 "=40' 4L�, I0 •' q; M/ lib Planning + Design Studio Transportation Land Development Environmental Services 225 E. Robinson Street, Suite 300 Orlando, Florida 32801 407-839-4006 • FAX 407-839-4008 Certificate of Authorization Number 3932 Project Title Wellness Way P U ID City of Clermont, Florida Drawing Title Typical Lot Diagrams & Road Sections Drawing C-9 Scale Sheet of Date Project Number Oct. 18, 2019 63302.00 6330200—PD—LOT DIAGRAM.DWG \\VHB\GBL\PR0J\0RLAND0\63302.00 LENNAR-WELLNESS WAY\CAD\UP\PD\6330200-PD-SIGN m 7 Q 0 0 0 N a5 0 U 0 T T) 0 n Q z D' LJ m Q 0 N 06 GROUND NUMBER MAX. HEIGHT TO MAX. WIDTH MAX. COPY MAX. HEIGHT MAX. MAX. COPY SIGN TYPE OF SIGNS GROUND ALLOWED ALLOWED AREA ALLOWED TO GROUND WIDTH AREA PER CODE PER CODE PER CODE PROVIDED PROVIDED PROVIDED GATEWAY SIGN (U.S. HIGHWAY 27) 3 10, 10, 60 S.F. 15' 20' WAIVER (ARTERIAL ROADWAY) REQUESTED �C COMMUNITY IDENTIFICATION 4 8' 10, 48 S.F. (COLLECTOR ROADWAY) 15' 20' PER CODE ■ RESIDENTIAL SUBDIVISION/MULTI-FAMILY 15 8' - SUBDIVISION N/A 32 S.F. PER CODE PER CODE PER CODE 9' - MULTI -FAMILY (INTERNAL ROADWAY) FRAMEWORK ROAD OFFSITE TRAIL 10 PROPOSED MULTI -USE TRAIL WETLAND LIMITS WETLAND SOURCE: ALLEN &COMPANY SURVEYORS 11/16/2018 WETLAND BUFFER (25' WIDE) EMPLOYMENT DISTRICT PROPOSED SCHOOL/PARK NEIGHBORHOOD CENTER ACCESS 00 150 300 600 Feet No. Revision Date Appvd. 000 0-00 lib Planning + Design Studio Transportation Land Development Environmental Services 225 E. Robinson Street, Suite 300 Orlando, Florida 32801 407-839-4006 • FAX 407-839-4008 Certificate of Authorization Number 3932 Project Title Wellness Way PUD City of Clermont, Florida 111*111"i Master Sign Plan Scale Date Oct. 18, 2019 Drawing C — 10 Sheet of Project Number 63302.00 6330200-PD-SIGN.DWG \\VHB\GBL\PROJ\ORLANDO\63302.00 LENNAR—WELLNESS WAY\CAD\UP\PD\6330200—PD—SIGN nil A - Community Identification Sign N.T.S. n B - Gateway Sign N.T.S. No. Revision Date Appvd. 0000 '-44�9 t1lib Planning + Design Studio Transportation Land Development Environmental Services 225 E. Robinson Street, Suite 300 Orlando, Florida 32801 407-839-4006 • FAX 407-839-4008 Certificate of Authorization Number 3932 Project Title Wellness Way PUD City of Clermont, Florida v., Sign Character Sketches Drawing C-11 Scale Sheet of Date Project Number Oct. 18, 2019 63302.00 6330200—PD—SIGN.DWG CLEAN T , . CITY OF CLERMONT ORDINANCE NO.2019-06 Exhibit 2: Wellness Way Master Plan Employment District Employment District Employment District Schofield Rd Comm. Park School Wetlands Employment District Civic LEGEND Job Hub- - Neighborhood Centers ,T---�-_- Yam- - School CivicNNW !c :µ ..,.,,.,,r► r Townhomes .; Single -Family Lot MOW Park Open Space/Buffer/Pond Wetlands - SITE DATA Clubhouse Gross Project Area: 743.17 ac Preserved Wetlands: 96.95 ac — — — Phase Line Wetland Buffers: 12.30 ac City Gateway Signage ROW: 44.03 ac ■ Community Identification Net Developable Area: 589.89 ac Signage Residential Area: 469.21 ac E.D. District: 101.88 ac 00 Gated Neighborhood Neighborhood ® Gated Residential Access Only Center: 18.80 ac ..,-.�.......+.� �. .-.. �._.. ...,«.... •�.rr...Vwr-... a-.. .-...... .. �' .-. . .....-� . ♦ ._ _ s ♦ i WW..M t+r F _._, .... ........... �� -.. ._ .��.tir..+.-es .- ..... WELLNESS WAY MASTER PLAN Lake County • Florida Wetlands Clubhouse etlan Pond 1� r Pa rk L 1 WELLNESS WAY 0 I ,* ED • pit 4 W �s r �4* to �01 00 NOTE: THE INFORMATION PROVIDED ON THIS DOCUMENT SHOULD BE TREATED AS CONCEPTUAL ONLY AND MAY BE SUBJECT TO CHANGE © 2018 VHB vlib DATE: October 18, 2019 PROJECT NUMBER: 63302.00 0' 300' 600' J) 225 E. Robinson St, Suite 300 1 Orlando, Florida 32801 Tel: 407.839.4006 1 Fax: 407.839.4008 1 www.vhborlando.com FILE PATH: \\vhb\gbl\prof\Orlando\63302.00 Lennar-Wellness Way\graphics\BOARDS\Rendered Master Plan\ Master Plan 300sc 24x36.indd CL NT CITY OF CLERMONT ORDINANCE NO.2019-06 Exhibit 3: Wellness Way PUD Architectural Elevations Townhome Elevations: 22' Front Loaded.— For illustrative purposes only Townhome Elevations: 25' Rear Loaded — For illustrative purposes only Si CLEMONT Exhibit 3: CITY OF CLERMONT ORDINANCE NO.2019-06 Wellness Way PUD Architectural Elevations Single Family Home Elevation: 50' lot — For illustrative purposes only Single Family Home Elevation: 50' lot — For illustrative purposes only i CLER 1 sofa. Exhibit 3: CITY OF CLERMONT ORDINANCE NO.2019-06 Wellness Way PUD Architectural Elevations Single Family Elevation: 40' lot — For illustrative purposes only Single Family Home Elevation: 32' lot — For illustrative purposes only CABEN T Exhibit 3: CITY OF CLERMONT ORDINANCE NO.2019-06 Wellness Way PUD Architectural Elevations Single Family Home Elevation: 60' lot - For illustrative purposes only Single Family Home Elevation: 60' lot - For illustrative purposes only • CLER�" -NT CITY OF CLERMONT ORDINANCE NO.2019-06 Exhibit 4: Wellness Way PUD Transportation. Impact Study/Proportionate Share Exhibit 4 Proportionate Share Calculation The deficient roadway segments listed in the previous section will require mitigation via a proportionate share cost or physical improvements to the deficient roadways. The County, City and area property owners including South Lake Crossings are in the process of establishing a term sheet for the delivery of the Wellness Way Framework Streets which prioritize the two-lane (future four -lane) Wellness Way and Hancock Road Extension. A resolution supporting the Wellness Way Transportation Network will be presented to the Lake County Board of County Commissioners for approval at the May 7, 2019. Therefore, the proportionate share costs provided in the Table 10 include impacts to the Wellness Way Framework Streets regardless of an identified deficiency assuming the ultimate build of a four -lane roadway and four -lane capacity. It is the intent that proportionate share costs be pipelined to advance the acquisition of right-of-way adjacent to Conserve II for Wellness Way and design, permitting and construction of Wellness Way, Hancock Road Extension, and CR 455/Hartle Road Extension. Cost per mile was based on the Lake County construction cost per the CEMEX Agreement with an adjustment of 10% for contingency, 12% for design, and 10% for CEI for an adjustment factor of 1.32. The 2018 FDOT Long Range Estimate Cost Per Mile Model was also used with an adjustment of 10% for design and 10% for CEI. Cost per mile calculations are provide in Table 10. Table 10 summarizes the proportionate share cost based on the product of the cost for the improvement and the ratio of peak hour projects trip to the added peak hour capacity. The proportionate share cost calculated for the buildout of South Lake Crossings is $7,701,691. Lennar-Wellness do163302.00 22 Proportionate Share Calculation Lenner-Wellness WaytechlTraffic\South Lake Crossings TIS_2019-04-30.docx Table 10 - Proportionate Share Calculation (Buildout) Roadway Segment Improvement Peak Hour Capacity Length Cost per Mile Assumptions' Pk Hr Project Trips Signific Defic Proportionate Share Existing/ Commited Future Added Source Total Segment Cost CR 455/Hartle Rd Hartwood Marsh Rd to Wellness Way New 4L Rural 0 3,580 3,580 3.25 FDOT $ 5,175,342 $ 16,819,862 42 N Y $ 197,327.98 Wellness Way to E-W Connector New 4L Rural 0 3,580 3,580 1.32 FDOT $ 5,175,342 $ 6,831,451 134 y N $ 255,702 S Hancock Rd Hook St to Johns Lake Rd Widen 2L to 4L Rural 1,440 3,222 1,782 1.22 FDOT $ 3,434,590 $ 4,190,199 155 Y Y $ 364,467 Johns Lake Rd to Hartwood Marsh Rd Widen 2L to 41- Rural 1,440 3,222 1,782 1.75 FDOT $ 3,434,590 $ 6,010,532 207 Y y $ 698,193 Fuqua Boundary to Conserve New 4L Rural 0 3,580 3,580 0.66 FDOT $ 5,175,342 $ 3,415,726 318 Y N $ 303,408 Conserve to Wellness Way New 4L Urban 0 3,580 3,580 0.74 FDOT $ 8,938,253 $ 6,614,307 498 Y N $ 920,091 Hartwood Marsh US 27 to Hancock Rd Widen 2L to 4L Rural 1,197 2,628 1,431 0.71 1 FDOT $ 5,175,342 $ 3,674,493 43 N y $ 110,415 Rd Hancock Rd to N 90 Degree Bend Widen 21. to 41. Rural 1,197 2,628 1,431 1.44 FDOT $ 5,175,342 $ 7,452,492 43 N y $ 223,939 N 90 Degree Bend to Orange County Line Widen 2L to 4L Rural 1,197 2,628 1,431 1.59 FDOT $ 5,175,342 $ 8,228,794 16 N Y $ 92,006 Wellness Way US 27 to Hancock Road Widen 4L Urban (inside) 1,440 3,580 2,140 0.61 Lake Co $ 1,650,000 $ 1,006,500 560 Y N $ 263,383 Hancock Road to 1.12 miles east New 4L Urban 0 3,580 3,580 1.12 FDOT $ 8,938,253 $ 10,010,844 804 Y N $ 2,248,245 1.12 miles east to County Line New 4L Rural 0 3,55 0 3,580 2.23 FDOT $ 5,175,342 $ 11,541,013 628 Y y $ 2,024,513 Notes: ' Cost per mile based on Construction Cost per the Lake County CEMEX Agreement and 2018 FDOT Long Range Estimate Cost Per Mile Model (see tables below) Lake County Cost Improvement Construction Cost per mile (CEMEXAgreement) Adjustment Factor Total Cost New 21- Urban - Future 4L $ 3,675,000 1.32 4,851,000 New 2L Rural Undivided w/4'shoulder) $ 1,624,350 1.32 2,144,142 Widen 2L inside 4L divided, Urban $ 1,250,000 1.32 1,650,000 Adjustment Factor= 1.32 (assumes 10%contigency, 12%design and 10%CEI) 2018 FDOT Lono Range Estimate Cost Per Mile Model Improvement LRE Construction Cost per mile Design (10%) CEI (10%) Total New Urban 2LU (w/ 4' bike lanes) $ 4,981,800 $ 498,180.00 $ 498,180,00 $ 5,978,160 New Rural 2L ( w/ 5' paved shoulders) $ 2,202,091 $ 220,209.10 $ 220,209.10 $ 2,642,509 New Rural 3LU with 5' pavel shouder and turn lanes) $ 2,673,585 $ 267,358.51 $ 267,358.51 $ 3,208,302 New Rural 4 LD (w/ 2' paved shoulders inside, 5' outside) $ 4,312,785 $ 431,278.50 $ 431,278.50 $ 5,175,342 New Urban 4L (w/ 22' median and 4' bikes lanes) $ 7,448,544 $ 744,854.44 $ 744,854.44 $ 8,938,253 Widen 21. to 4L Divided, Rural $ 2,862,158 $ 286,215.80 $ 286,215.80 $ 3,434,590 Based on Long Range Estimate Cost per Mile Model (3/20/2019) Totall $ 7,701,691 l mz DMz M,LERCITY k-Nr C0111 00 OF CLERMONT C o ORDINANCE NO.2019-06 z; n N 8 m n 08c)Z AN ORDINANCE UNDER THE CODE OF ORDINANCES OF THE CITY OF m 0 Z :;� N (n r N N N CLERMONT, LAKE COUNTY, FLORIDA AMENDING THE OFFICIAL W Fn �' $ ZONING MAP OF THE CITY OF CLERMONT REFERRED TO IN o v P CHAPTER 122 OF ORDINANCE NO. 289-C, CODE OF ORDINANCES; REZONING THE REAL PROPERTIES DESCRIBED HEREIN AS SHOWN N BELOW; PROVIDING FOR SEVERABILITY, EFFECTIVE DATE, AND �0 M 0 � B PUBLICATION. rM a O ^ The City Council of the City of Clermont, Lake County, Florida hereby ordains that: 0 o c oSECTION 1. a 0 viz O The Official Zoning Map of the City of Clermont, Lake County, Florida referred to in Chapter 122 of m 0 M Ordinance No. 289-C, Code of Ordinances, is hereby amended by rezoning the following described v a d property (hereinafter referred to as the "Property"): LEGAL DESCRIPTION Parcel 1: Parcel A All those portions of sections 21, 22 and 23, township 23 south, range 26 east, Lake County, Florida, described as follows: Commence at a 1-1/4" iron pipe found at the northwest comer of the northeast 1/ of the aforesaid section 21, said northwest corner according to certified corner record #48105; thence N89° 16'46"E, 2653.20 feet along the north line of said northeast 1/ to a 2" iron pipe found at the northeast corner of said northeast 1/ of said section 21, said northeast corner according to certified corner record #48106; thence S88 °49'23 "E along the north line of the northwest % of the aforesaid section 22, 670.44 feet to the point of beginning; thence continue S88°49'23"E along said north line, 1976.14 feet; thence S88149'23 "E along the north line of the northwest 1/ of the northeast % of said section 22, 1323.29 feet; thence S00°20'55"W along the west line of the northeast % of said northeast 1/ of said section 22, 1314.56 feet; thence S89°00'54"E along the south line of said northeast % of the northeast 1/ of said section 22, 1290.91 feet to the west right-of-way line of Five Mile Road (a 66' wide right-of- way as recorded in Official Records Book 357, page 21, of the Public Records of Lake County, Florida); thence S00°19'09"W along said west right-of-way line, distant 33.00 feet westerly, by perpendicular measure, from the east line of said northeast 1/ of section 22,1310.25 feet to a point in the north line of the southeast 1/ of said section 22, distant 33.00 feet on a bearing ofN89°12'24"W, from a 5/8" iron rod and cap #PLS4779 found at the east 1/ corner of said section 22, said east 1/ corner according to certified corner record #084030; thence S00°27'l6"W along said west right-of- way line, distant 33.00 feet westerly, by perpendicular measure, from the east line of the southeast 1/ of said section 22, 2681.30 feet to a point in the north line of the northeast 1/ of section 27, township 23 south, range 26 east, said point being distant 33.00 feet on a bearing of N89°12'03"W from a 4"x4" concrete monument #RLSL993 found at the northeast corner of said northeast 1/ of section 27, thence N89° 12'03 "W along said north line, 2612.50 feet to a 4"x4" concrete monument found at the northeast corner of the northwest 1/ of said section 27; thence N89°32'30"W along the north line of CLER NT CITY OF CLERMONT Ch.ice.fCh-p—ORDINANCE NO.2019-06 said northwest % , 2614.54 feet to a 4"x4" concrete monument found in the east right-of-way line of Shell Pond Road, and being distant 33.00 feet on a bearing of S89°32'30"E from a 4"x4" concrete monument found at the northwest corner of said northwest '/ of section 27; thence N00°23'38"E along said east right-of-way line, distant 33.00 feet easterly, by perpendicular measure, from the west line of the southwest % of the aforesaid section 22, 2696.34 feet; thence N89° 12'24"W, 33.00 feet to a 1-1 /2" iron pipe found at the northwest corner of said southwest of said section 22, said northwest corner according to certified corner record #48107; thence S89°36'30"W along the east -west center section line of the aforesaid section 21,1287.60 feet; thence, departing said east -west center section line, N00°00'00"E, 456.14 feet; thence N55°49'12"E,1567.27 feet to an iron rod with cap #LB68 set at the northwest corner of the southwest % of the northwest % of the aforesaid section 22; thence S89°00'54"E along the north line of said southwest % of the northwest 1/ , 679.40 feet; thence, departing said north line, N00°00'00"W, 1325.72 feet to the point of beginning. Less and except therefrom: those parcels described in Official Records Book 849, page 2162; Parcel 122 (fee simple); the northerly 50.00 feet of the southerly 80.00 feet of the easterly 35.00 feet of the westerly 2832.00 feet of section 22, township 23 south, range 26 east, in the County of Lake, state of Florida. Parcel 123 (fee simple): the northerly 50.00 feet of the southerly 80.00 feet of the easterly 35.00 feet of the westerly 118.00 feet of section 22, township 23 south, range 26 east, in the County of Lake, state of Florida. Parcel 124 (fee simple): the northerly 20.00 feet of the southerly 50.00 feet of the easterly 30.00 feet of the westerly 83.00 feet of section 22, township 23 south, range 26 east, in the County of Lake, state of Florida. Also less from said section 22, that parcel described in Official Records Book 845, page 567; Parcel 129 (fee simple): the westerly 35.00 feet of the easterly 523.26 feet of the northerly 50.00 feet of the southerly 80.00 _feet of the southeast % of the southeast 1/ of section 22, township 23 south, range 26 east, in the County of Lake, state of Florida. Also less from said section 22, that parcel described in Official Records Book 851, page 1455: Parcel 130 (fee simple): the northerly 50.00 feet of the southerly 900.00 feet of the westerly 35.00 feet of the easterly 93.00 feet of the southeast'/ of the northeast 1/ of section 22, township 23 south, range 26 east, in the County of Lake, state of Florida. and: Parcel B That part of sections 21 and 22, township 23 south, range 26 east, Lake County, Florida described as follows: Commence at a 1-1/4" iron pipe found at the northwest corner of the northeast 1/ of the aforesaid section 21, said northwest corner according to certified corner record #48105; thence n89°16'46"e along the north line of said northeast 1/, 518.50 feet to the east right-of-way line of Bradshaw Road as maintained by Lake County, said east right-of-way line as filed surveyed by Donald W. Mcintosh associates, inc. and shown on a "specific purpose survey" prepared by Donald W. Mcintosh associates, inc., drawing number cs#02-203, survey date 02/27/02, and to the point of beginning; 2 CLER NT CITY OF CLERMONT. Hof - ORDINANCE NO.2019-06 thence, departing said north line of said northeast 1/ , run the following fourteen (14) courses and distances along said east right-of-way line: s09'07'38"w, 226.88 feet; s08°14'05"w, 483.61 feet; s08'51'03"w, 111.11 feet; s08°15'58"w, 235.08 feet; s07'40'42"w, 73.87 feet; s08'15'45"w,120.18 feet; s08°15'35"w, 293.65 feet; s07'52'00"w, 391.90 feet; s08'15'41"w, 126.07 feet; 09°13'52"w, 181.39 feet; 09°21'18"w, 192.16 feet; s08*48'22" w, 191.95 feet; s10°07'14"w, 16.87 feet to the point of curvature of a curve concave easterly having a radius of 36.00 feet and a chord bearing of sl5°39'01 "e; thence southerly along the arc of said curve through a central angle of 51 °32'31" for a distance of 32.38 feet to a non -tangent line being the east -west center of section line of aforesaid section 21; thence, departing said east right-of-way line, n89°36'30"e along said east -west center of section line 1210.47 feet; thence, departing said east -west center of section line, n00°00'00"e, 456.14 feet; thence n55 °49' 12"e,1567.27 feet to the northwest corner of the southwest 1/ of the northwest 1/ of the aforesaid section 22; thence s89°00'54"e along the north line of said southwest 1/ of the northwest %, 679.40 feet; thence, departing said north line, n00°00'00" w, 1325.72 feet to the north line of the northwest 1/ of the northwest 1/ of said section 22; thence n88°49'23 "w along said north line, 670.44 feet to a 2" iron pipe found at the northeast corner of the northeast 1/ of the aforesaid section 21, said northeast corner according to certified corner record #48106; thence s89°16'46"w along the north line of said northeast % , 2134.70 feet to the point of beginning. Less and except North Parcel (Cut Out Parcel) That part of sections 21 and 22, township 23 south, range 26 east, Lake County, Florida described as follows: Commence at a 1-1/4 " iron pipe found at the northwest corner of the northeast 1/ of the aforesaid section 21, said northwest corner according to certified corner record #48105; thence n89°16'46"e along the north line of said northeast 1/, 518.50 feet to the east right- of -way line of Bradshaw Road as maintained by Lake County, said east right-of-way line as filed surveyed by Donald W. Mcintosh associates, inc. and shown on a "specific purpose survey" prepared by Donald W. Mcintosh associates, inc., drawing number cs#02-203, survey date 02/27/02, and to the point of beginning; thence, departing said north line of said northeast 1/ , run the following fourteen (14) courses and distances along said east right-of-way line: s09°07'38"w, 226.88 feet; s08'14'05"w, 483.61 feet; s08'51'03"w, 111.11 feet; s08*15'58"w, 235.08 feet; s07'40'42"w, 73.87 feet; s0895'45"w,120.18 feet; s08' 15'35"w, 293.65 feet; s07'52'00"w, 391.90 feet; s08' 15'41 "w,126.07 feet; s09' 13' 52"w, 181.39 feet; s09'21'18" w, 192.16 feet; s08'48'22" w, 191.95 feet; 00°07'14"w, 16.87 feet to the point of curvature of a curve concave easterly having a radius of 36.00 feet and a chord bearing of si5°39'01 "e; thence southerly along the arc of said curve through a central angle of 51°32'31" for a distance of 32.38 feet to a non -tangent line being the east -west center of section line of aforesaid section 21; thence, departing said east right-of-way line, n89°36'30"e along said east -west center of section line 2498.07 feet to the northwest corner of the southwest 1/ of aforesaid section 22; thence, departing said east -west center of section line, n00°23' 17"e along the west line of the southwest'/ of the northwest '/ of said section 22, 1327.85 feet to the northwest corner of said southwest'/ of the northwest 1/ of section 22; thence departing said west line run s89°00'54"e along the north line of said southwest 1/ of the northwest %, 679.40 feet; thence, departing said north line, 00°00'00"w, 1325.72 feet to the north line of the northwest 1/ of the northwest 1/ of said section 22; thence n88°49'23 "w along said north line, 670.44 feet to a 2" iron pipe found at the northeast corner of the northeast 1/ of the aforesaid section 21, said northeast corner according to certified corner record 3 CLER NT CITY OF CLERMONT ORDINANCE NO.2019-06 #48106; thence s89° 16'46"w along the north line of said northeast '/ , 2134.70 feet to the point of beginning. Being more particularly described as: All those portions of sections 21, 22 and 23, township 23 south, range 26 east, Lake County, Florida, described as follows; Commence at a 1-1/4" iron pipe found at the northwest corner of the northeast % of the aforesaid section 21, said northwest corner according to certified corner record #48105; thence n89°16'46"e, 2653.20 feet along the north line of said northeast '/ to a 2" iron pipe found at the northeast corner of said northeast % of said section 21, said northeast comer according to certified corner record #48106; thence s88°49'23 "e along the north line of the northwest 1/ of the aforesaid section 22, 670.44 feet to the point of beginning; thence continue s88°49'23"e along said north line, 1976.14 feet; thence s88149'23"e along the north line of the northwest 1/ of the northeast 1/ of said section 22, 1323.29 feet; thence s00°20'55"w along the west line of the northeast '/ of said northeast '/ of said section 22, 1314.56 feet; thence s89°00'54"e along the south line of said northeast '/ of the northeast 1/ of said section 22, 1290.91 feet to the west right-of-way line of Five Mile Road (a 66' wide right-of- way as recorded in Official Records Book 357, page 21, of the Public Records of Lake County, Florida); thence s00°19'09"w along said west right-of-way line, distant 33.00 feet westerly, by perpendicular measure, from the east line of said northeast 1/ of section 22,1310.25 feet to a point in the north line of the southeast 1/ of said section 22, distant 33.00 feet on a bearing of n89°12'24"w, from a 5/8" iron rod and cap #pls4779 found at the east '/ corner of said section 22, said east '/ corner according to certified corner record #084030; thence s00°27'16"w along said west right-of-way line, distant 33.00 feet westerly, by perpendicular measure, from the east line of the southeast 1/ of said section 22, 2681.30 feet to a point in the north line of the northeast 1/ of section 27, township 23 south, range 26 east, said point being distant 33.00 feet on a bearing of n89° 12'03 "w from a 4"x4" concrete monument #rlsl993 found at the northeast corner of said northeast '/ of section 27, thence n89° 12'03 "w along said north line, 2612.50 feet to a 4"x4" concrete monument found at the northeast corner of the northwest '/ of said section 27; thence n89°32'30"w along the north line of said northwest 1/ , 2614.54 feet to a 4"x4" concrete monument found in the east right-of-way line of Shell Pond Road, and being distant 33.00 feet on a bearing of s89°32'30"e from a 4"x4" concrete monument found at the northwest corner of said northwest 1/ of section 27; thence n00°23'38"e along said east right-of-way line, distant 33.00 feet easterly, by perpendicular measure, from the west line of the southwest '/ of the aforesaid section 22, 2696.34 feet; thence n89°12'24"w, 33.00 feet to a 1-1/2" iron pipe found at the northwest corner of said southwest of said section 22, said northwest corner according to certified corner record #48107; thence n00°23'17"e along the west line of the southwest 1/ of the northwest '/ of the aforesaid section 22,1327.85 feet to an iron rod with cap #lb68 set at the northwest corner of said southwest 1/ of the northwest 1/ of section 22; thence s89°00'54"e along the north line of said southwest % of the northwest 1/ , 679.40 feet; thence, departing said north line, n00°00'00"w,1325.72 feet to the point of beginning. Less and except therefrom; Those parcels described in Official Records Book 849, page 2162; Parcel 122 (fee simple): 0 6?; CLER NT CITY OF CLERMONT ORDINANCE NO.2019-06 The northerly 50.00 feet of the southerly 80.00 feet of the easterly 35.00 feet of the westerly 2832.00 feet of section 22, township 23 south, range 26 east, in the County of Lake, state of Florida. Parcel 123 (fee simple): The northerly 50.00 feet of the southerly 80.00 feet of the easterly 35.00 feet of the westerly 118.00 feet of section 22, township 23 south, range 26 east, in the County of Lake, state of Florida. Parcel 124 (fee simple): The northerly 20.00 feet of the southerly 50.00 feet of the easterly 30.00 feet of the westerly 83.00 feet of section 22, township 23 south, range 26 east, in the County of Lake, state of Florida. Also less from said section 22, that parcel described in Official Records Book 845, page 567: Parcel 129 (fee simple): The westerly 35.00 feet of the easterly 523.26 feet of the northerly 50.00 feet of the southerly 80.00 feet of the southeast '/ of the southeast '/ of section 22, township 23 south, range 26 east, in the County of Lake, state of Florida. Also less from said section 22, that Parcel described in Official Records Book 851, page 1455: Parcel 130 (fee simple): The northerly 50.00 feet of the southerly 900.00 feet of the westerly 35.00 feet of the easterly 93.00 feet of the southeast '/ of the northeast '/ of section 22, township 23 south, range 26 east, in the County of Lake, state of Florida. Together with the beneficial easements contained in that certain declaration of easement and agreement regarding road and utility improvements dated May 25, 2006 and which is recorded on June 2, 2006 in Official Records Book 3175, page 997, all in the Public Records of Lake County, Florida. Parcel 2: The land referred to herein below is situated in the County of Lake, state of Florida, and is described as follows: That part of sections 21 and 22, township 23 south, range 26 east, Lake County, Florida described as follows: Commence at a 1-1 /4" iron pipe found at the northwest corner of the northeast '/ of the aforesaid section 21, said northwest corner according to certified corner record #48105; thence n89°16'46"e along the north line of said northeast 518.50 feet to the east right-of-way line of Bradshaw Road as maintained by Lake County, said east right-of-way line as filed surveyed by Donald W. Mcintosh associates, inc. and shown on a "specific purpose survey" prepared by Donald W. Mcintosh associates, inc., drawing number cs#02-203, survey date 02/27/02, and to the point of beginning; thence, departing said north line of said northeast %, run the following fourteen (14) courses and distances along said east right-of-way line; s09'07'38"w, 226.88 feet; s08°14'05"w, 483.61 feet; s08'51'03" w,111.11 feet; s08'15'58"w, 235.08 feet; s07'40'42"w, 73.87 feet; s08'15'45"w,120.18 feet; s08'lT35"w, 293.65 feet; s07'52'00"w, 391.90 feet; s08'15'41"w, 126.07 feet; s09'13'52"w, 181.39 feet; 09°21'18"w, 192.16 feet; s08°48'22"w, 191.95 feet; s10°07'14"w, 16.87 feet to the point of curvature of a curve concave easterly having a radius of 3 6. 00 feet and a chord bearing of 5 Cl-ER CITY OF CLERMONT ORDINANCE NO.2019-06 sl5°39'01 "e; thence southerly along the arc of said curve through a central angle of 51 °32'31" for a distance of 32.38 feet to a non -tangent line being the east -west center of section line of aforesaid section 21; thence, departing said east right-of-way line, n89°36'30"e along said east -west center of section line 2498.07 feet to the northwest corner of the southwest '/ of aforesaid section 22; thence, departing said east -west center of section line, n00°23' 17"e along the west line of the southwest'/ of the northwest '/ of said section 22, 1327.85 feet to the northwest corner of said southwest'/ of the northwest '/ of section 22; thence departing said west line run s89°00'54"e along the north line of said southwest'/ of the northwest'/ , 679.40 feet; thence, departing said north line, n00°00'00"w, 1325.72 feet to the north line of the northwest '/ of the northwest '/ of said section 22; thence n88°49'23 "w along said north line, 670.44 feet to a 2" iron pipe found at the northeast corner of the northeast '/ of the aforesaid section 21, said northeast corner according to certified corner record #48106; thence s89°16'46"w along the north line of said northeast '/ , 2134.70 feet to the point of beginning. Together with the beneficial easements contained in that certain declaration of easement and agreement regarding road and utility improvements dated May 25, 2006 and which is recorded on June 2, 2006 in Official Records Book 3175, page 997, and that certain declaration of easement and agreement regarding Road and utility improvements dated May 25, 2006 and which is recorded on June 2, 2006 in Official Records Book 3175, page 1023, all in the Public Records of Lake County, Florida. Contains 743.00 acres more or less. LOCATION East of US 27, West of Five Mile Road, North of Schofield Road, and South of Hartwood Marsh Road, Wellness Way (South Lake Crossings) Planned Unit Development (Alternate Keys 3777484, 1412315, 3853225, 1594529, 3777485, 1028477, and 3853226) From: Urban Transition (UT) To: Planned Unit Development (PUD) SECTION 2. All Ordinances or parts of this Ordinance in conflict herewith are hereby repealed. To the extent that any term, condition, part or entitlement contained herein conflicts with any existing, ordinance, land development code provision or regulation of the City of Clermont, this Ordinance shall control. Should any Section or part of this Section be declared invalid by any court of competent jurisdiction, such adjudications shall not apply to or affect any other provision of this Ordinance, except to the extent that the entire Section or part of the Section may be inseparable in meaning and effect from the Section to which such holding shall apply. In CA �T CITY OF CLERMONT ORDINANCE NO.2019-06 SECTION 3. The exhibits below are contained in this Planned Unit Development (PUD) Ordinance and shall be referenced throughout the document and the life of the Planned Unit Development. Exhibit 1: Wellness Way Planned Unit Development Land Use Plan Exhibit 2: Wellness Way Planned Unit Development Master Plan Exhibit 3: Wellness Way Planned Unit Development Architectural Elevations Exhibit 4: Wellness Way Planned Unit Development Transportation Impact Study/Proportionate Share SECTION 4. General Conditions The Planned Unit Development approved herein shall allow for residential, commercial, office, institutional, open space and civic uses on the Property subject to the following conditions: This Ordinance shall be recorded in the Public Records of Lake County at the expense of the applicant and the conditions as set forth in this Planned Unit Development shall be legally binding upon any heirs, assigns and successors in title or interest. 2. The property shall be developed in substantial accordance with the Wellness Way Planned Unit Development Master Plan, prepared by VHB, dated October 18, 2019 and incorporated herein and made a part hereof as Exhibit 2. Formal construction plans incorporating all conditions stated in this permit shall be submitted for review and approved by the Site Review Committee prior to the issuance of a zoning clearance or other development permits. 3. No person, firm, corporation or entity shall erect, construct, enlarge, alter, repair, remove, improve, move, convert, or demolish any building or structure, or alter the land in any manner within the boundary of the project without first submitting necessary plans, obtaining necessary approvals, and obtaining necessary permits in accordance with the City of Clermont Land Development Regulations and those of other appropriate jurisdictional entities. 4. An environmental assessment addressing habitat and species shall be submitted to the City during the construction plans approval stage of each phase of the project. Applicable permits for any gopher tortoises and associated burrow commensal species or other threatened or endangered species found on the property must be received from the appropriate regulatory agencies prior to the initiation of development activity. 5. Fiber optic conduit and pull boxes may be required to be installed by the developer in the utility easements to extend the City's fiber optic network. The City will reimburse the developer at 100 percent for all costs including design, permitting, materials and construction of the fiber optic conduit and pull boxes. At the time of site plan review, the City's Information Technology Director or authorized designee will make this determination. 6. Easements shall be provided to the City at no expense to the City authorizing the City's unrestricted access to any existing and proposed utilities that the City will own and maintain. 7 CLER NT CITY OF CLERMONT �fORDINANCE NO.2019-06 7. The current use of the property is agriculture and may continue this use until clearing or grading for development occurs. 8. School concurrency shall be met before any final site plan approval that contains residential uses that will generate school age children in accordance with the Comprehensive Plan and Land Development Code. Wellness Way Planned Unit Development may plat the residential tracts in accordance with the Land Use Plan (Exhibit 1) in order to maintain its concurrency reservation certificate #LCS 2019-17 issued by Lake County School Board on July 17, 2019. Said Concurrency Reservation Certificate and Cover Letter stipulate a one (1) year period to enter into a Developer Agreement or Planned Unit Development adoption by ordinance with the City of Clermont. Furthermore, the same School Board Certificate and Cover Letter stipulate two (2) six month extensions to secure plat approval. 9. Any applicant for development of any portion of the Property may submit an application for multiple approvals as may be required under the City Code and request that such multiple applications be processed concurrently; however, such concurrent processing shall meet all applicable procedural and advertising requirements and shall proceed at the applicant's own risk, and shall have no implication in regard to the approval of any of the various approvals requested. SECTION 5. Land Uses and Specific Conditions 1. Residential: a. A total of 1,850 residential dwelling units, comprised of single-family dwelling units, duplexes, and townhouses. The Wellness Way Planned Unit Development gross development density and intensity will not exceed the Comprehensive Plan maximum residential density of 12 dwelling units/acre and 0.25 FAR. The applicant shall provide a table with the current and proposed total cumulative number of residential units, Floor Area Ratio, and Impervious Surface Ratio (ISR) for each phase of development or each site plan review. The Wellness Way Planned Unit Development Land Use Plan adopted by this Ordinance as Exhibit 1 shall govern the land uses and location within the project. b. Phasing of Development: The project maybe developed in multiple phases. Each phase of development shall have sufficient infrastructure to stand alone. c. Any front loaded residential product on lots less than 40 feet in width shall incorporate landscape features such as a hedge along the side property lines on corner lots. These features will be designed to soften the exterior of the buildings and complement the architectural styles while defining lot lines. Only rear loaded products shall be developed on the interior loop roads within the Wellness Way PUD. d. Residential Development Standards: Development standards for the development of residential dwelling units, shall be based on the size of the lot, as indicated in the table below: CI -ER NT CITY OF CLERMONT ORDINANCE NO.2019-06 Design Item Townhomes Single Family Detached (feet) Load (feet) FroRear Load feet Minimum Lot Width 22 32 — 40 40 - 70 Minimum Living Area 1,000 sf 1 1,200 sf 1,500 sf Minimum Lot Depth 110 110 120 Minimum Front Building Setback front load/rear load 20/15 15 20 Minimum Front Porch Setback 10 10 10 Minimum Garage Setback (front/rear) measured from edge ofpavement) 20/20 i I 20/20 20/20 Minimum Side Yard Setback 0 / 5 (end units) 5 5 Setback From Side Street 15 15 15 Minimum Rear Yard Setback 20 20 20 Minimum Rear Yard Setback for Pools, Patios, Decks or Ancillary Structures 5 5 5 Rear Setback from Edge of Alley Pavement' 20 20 N/A Minimum Building Separation 10 10 10 Maximum Impervious Surface Ratio (ISR)2 0.85 0.75 0.75 Maximum Building Height3 40 40 40 Setback from Normal High Water Line, Mean High Water Line, or Jurisdictional Wetland Line 25 25 25 Minimum Front Yard Utility Easement 10 10 10 Minimum Side and Rear Yard Drainage and Utility Easement 5 5 5 'Detached garages shall be setback a minimum of 3 feet. 2The maximum allowable ISR for the overall Planned Unit Development shall be 0.60. Individual lot ISR may exceed 0.60 as shown in the table above as long as overall maximum is not exceeded. 3 The maximum height for recreational amenity buildings shall be 55 feet. 2. Employment District/Neighborhood Commercial: a. The maximum square footage of all Employment District tracts and Neighborhood Center Tracts shall not exceed 800,000 square feet — 500,000 square feet of employment use and 300,000 square feet of C-2 General Commercial uses. Any increase over 300,000 square feet of C-2 General Commercial Uses will require an amendment to the Planned Unit E I.ERI N C T Development. b. Density/Intensity: CITY OF CLERMONT ORDINANCE NO.2019-06 Residential Density 12 dwelling units/acre per parcel Employment Intensity 0.25 Floor Area Ratio per parcel c. Phasing of Development: The project maybe developed in multiple phases. Each phase of development shall have sufficient infrastructure to stand alone. d. Employment District: i. Employment Districts are primarily designated for employment hubs with uses such as professional offices and institutional uses. Ancillary uses are permitted under the C-2 General Commercial use. Any development that is conditional under the C-2 General Commercial use shall require a Conditional Use Permit, unless prohibited below. ii. Prohibited uses are as follows, • Automobile and truck services, carwashes, and automobile, truck, boat and farm equipment sales. • Major equipment sales, manufactured housing sales, travel trailer and recreational vehicle sales. e. Neighborhood Center: i. A Neighborhood Center shall have a maximum of 140,000 square feet. Neighborhood Centers are primarily designated for C-1 Light Commercial uses that complement the adjacent residential uses. The uses permitted are the C-1 Light Commercial uses. The uses may include one grocery store up to 60,000 square feet, not to exceed a total maximum aggregate of 100,000 square feet in the shopping center on the northern Neighborhood Center. The southern Neighborhood Center may have up to 40,000 square feet, with anybuilding over 16,000 square feet requiring a Conditional Use Permit. Any remaining square footage not developed in the Neighborhood Centers under the 140,000 square feet may be used in the Employment District. f. Employment District Development Standards: Development within the Employment District parcels shall comply with the C-2 General Commercial District development standards listed in Division 11 of the City of Clermont Land Development Code. g. Neighborhood Commercial District Development Standards: Development within the Neighborhood Commercial District shall comply with the standards listed below, Commercial Employment Building Height 35 feet/2-stories 35 feet/2-stories Max hn ervious 75% 75% Max Lot Coverage 75% 75% Building Separation I N/A I N/A h. Land Use Conversion Matrix: Land uses within the Employment District and Neighborhood Commercial District shall be converted per the rates listed below. Residential development in the Employment District is limited to 350 dwelling units. No multi -family may be 10 CLANT CITY OF CLERMONT ORDINANCE NO.2019-06 converted and developed in the Neighborhood Commercial Districts. 1,000 SF Commercial 19000 SF Employment 1 Dwelling Unit Townhome 1 Dwelling Unit Apartment Commercial 3.86 32.14 40.91 Employment 0.06 1.79 2.27 j Townhomes 0.03 0.56 1.27 FTpartment 0.05 0.44 j 0.79 Maximum conversion shall be 50% of the land use total. i. Parking Standards: Parking shall be proved per Section 98-14 of the City of Clermont Land Development Code. j. Yard Setbacks: The following yard setbacks shall apply to the Employment District and Neighborhood Commercial District, (1) Front yard. Property adjacent to U.S. Highway 27 shall maintain a 50-foot setback. The setback on all other streets shall be 25 feet. (2) Side yard. The minimum side yard setback shall be 12 feet. On corner lots, a side yard setback of 50 feet shall be maintained on U.S. Highway 27 and a side yard setback of 25 feet shall be maintained from all other streets and 12 feet on the interior side yard. However, a side setback of 25 feet shall be maintained on the side adjacent to property that is either zoned or used as residential. (3) Rear yard. The minimum rear yard setback shall be 25 feet except where a rear yard abuts U.S. Highway 27, a setback of 50 feet shall be maintained. No construction encroachment may occur in any designated 100-year floodplain except in accordance with policies of the adopted comprehensive plan and after formal approval of a site development plan by the administrative official. (4) Buffer strip. When a conditional or commercial use abuts a residential use, the conditional or commercial use shall provide a landscaped buffer strip along the abutting property line unless the residential use is within the Employment District boundaries. (5) Other setbacks. All yard setbacks for principal buildings shall be a minimum of 25 feet from established high-water marks. No construction encroachment may occur in any designated 100-year floodplain except in accordance with policies of the adopted comprehensive plan and after formal approval of a site development plan by the administrative official. k. Floor space: Any business establishment or structure proposing to occupy more than 16,000 square feet of floor space shall require a Conditional Use Permit as required by the 11 �L R CITY OF CLERMONT �� m ORDINANCE NO.2019-06 Land Development Code. SECTION 6. Open Space 1. Open space in accordance with the Comprehensive Plan, Chapter X, Recreation and Open Space, Policy 1.1.1 shall be provided and the Land Development Code (LDC), as amended. The adopted level of service standard for park land is 10 acres per 1,000 residents. This standard includes both passive and active City parks and recreational facilities, and includes community, neighborhood and mini -parks. 2. A minimum of four (4) percent of the gross acreage of the Planned Unit Development shall be provided as recreation in accordance with the Comprehensive Plan and Land Development Code (LDC). 3. Open Space/Recreation areas shall be provided in the form of useable parks, playgrounds, tot lots, community gardens, wetlands, wetland buffers, multi -use trails or similar related use areas. Wetlands and wetland buffers may be considered open space but not amenities as defined in 4 below. 4. Open Space amenities shall qualify as neighborhood centers and will be owned, operated and maintained by the Homeowners Association. Eighty percent (80%) of the homes shall be within one quarter (1/4) mile of a neighborhood center. 5. Each park or amenity area shall be required to have pedestrian and bicycle connections for the residents. 6. Stormwater ponds with pedestrian trails shall contribute up to one third (1/3) the required four (4) percent recreation area. 7. Amenities such as benches, and/or picnic tables, gazebos, overlooks or similar improvements must be included with trails to qualify as part of the calculated parks and community amenities requirement. SECTION 7. Landscaping, Buffering, and Screening 1. Buffers shall be provided consistent with Section 118-73 of the City of Clermont Land Development Code. Interior landscape buffers between abutting property boundaries may have a shared ten (10) foot wide landscape buffer with a five (5) foot wide buffer on each lot to achieve a minimum ten (10) foot wide buffer. 2. No landscaping buffer is required along the perimeter of the Planned Unit Development adjacent to wetlands, open water and conservation areas. 12 6' CLER NT CITY OF CLERMONT ORDINANCE NO.2019-06 3. A waiver to Section 118-71(1) of the Land Development Code is granted in order to allow street trees within the right-of-way along the frontage of a residential lot to count toward the minimum number of required trees on the lot and to allow such trees to be less than six feet from curbs and sidewalks as long as a minimum of five feet of clearance is provided between the tree and any public potable water, wastewater or reclaimed water main. 4. All other landscaping, buffering, and screening requirements shall be in accordance with the Land Development Code, as amended. Existing trees may be used to meet the landscape buffer requirements in accordance with the Land Development Code, as amended. SECTION 8. Environmental An environmental assessment addressing habitat and species shall be submitted to the City during the construction plans approval stage of each phase of the project. Applicable permits for any gopher tortoises and associated burrow commensal species or other threatened or endangered species found on the property must be received from the appropriate regulatory agencies prior to the initiation of development activity. 2. Wetlands onsite will be placed in a conservation easement. Areas placed in a perpetual conservation easement will be recorded with the Lake County Clerk of Court. 3. Grading shall be completed in accordance with the approved Cut and Fill Analysis for the project set forth in Exhibit 1, sheet C-7. SECTION 9. Environmental Services 1. The developer shall connect to the existing City potable water, sanitary sewer and reclaimed water (when available) systems at connection point or points approved by the City. 2. The route of any off -site lines shall be according to engineering plans produced by the developer and approved by the City. 3. Any proposed City -maintained utilities that are not located within a dedicated public right-of- way shall be placed in a utility easement dedicated to the City. Easements shall be provided at no expense to the City and in a form acceptable to the City. 4. The Developer shall be responsible for all costs of on -site improvements, including, but not limited to design, material, permitting, connection and installation of sufficient size lines, lift stations and other appurtenances necessary to .allow the City to serve the property. 5. Any existing dedicated City of Clermont utilities must stay in service throughout construction. If the construction requires that the utilities be relocated or altered, the Developer shall prepare plans, permit the project and construct the modification at the Developer's expense. 13 LERJ N CITY OF CLEkWONT C� T ORDINANCE NO.2019-06 6. No building permits shall be issued until water and sewer are provided to the site or until a bond or letter of credit, acceptable to the City, is in place to guarantee completion of off -site improvements. No Certificate of Occupancy shall be issued until water and sewer extensions have been completed and accepted by the City. 7. The City may require a looped system to provide reliability and redundancy to the property. 8. The project shall be plumbed for reuse water with purple piping to irrigate all uses. 9. All utilities shall be designed and installed as per the City's specifications or as amended and approved by City staff. 10. Drainage/Stormwater Management: The Developer shall submit drainage calculations and a stormwater management plan when filing for final engineering approval. A lawfully created Community Development District or other entity acceptable to the City, shall be responsible for maintenance of all private stormwater ponds and drainage systems and improvements. Unless otherwise provided in the approved plans or plat for the Project, or in a separate agreement approved by the City, all such improvements located on the private property, including, streets, roads and bike or pedestrian paths, shall be maintained by the Community Development District or other entity acceptable to the City. 11. 10 feet utility lateral line easements may be used in lieu of 15 feet in order to accommodate standard 10 feet building separation. 12. Lift station access may utilize 20 feet easement over access ways to connect to public dedicated road. 13. Bulkheads, walls, or non -turf vegetation slope stabilization maybe used for stormwater retention side slopes. 14. To the extent that any water, sewer or reclaimed improvements provide capacity additional to that is required to serve the Project, the Developer reserves its rights, pursuant to Section 2-267 — Credits, of the City Code, to enter into an impact fee agreement with the City which shall provide for the establishment of credits and payment of impact fees in a specified manner and time. The terms and conditions of an impact fee agreement between the Developer and the City may replace or supersede the conditions contained in this Planned Unit Development. 15. To the extent that any off -site water, sewer or reclaimed improvements are required to serve the Project, the Developer reserves its rights, pursuant to Section 2-267 — Credits, of the City Code, to enter into an impact fee agreement with the City which shall provide for the establishment of credits and payment of impact fees in a specified manner and time. The terms and conditions of an impact fee agreement between the Developer and the City may replace or supersede the Environmental Service conditions contained in this Planned Unit Development. 14 69 CLER NT CITY OF CLERMONT ORDINANCE NO.2019-06 SECTION 10. Transportation Improvements/Access Management 1. The development shall comply with all applicable City, County and Florida Department of Transportation access management requirements, including but not limited to, a traffic/transportation impact study reviewed and approved by Lake -Sumter Metropolitan Planning Organization. The Developer shall timely complete all required mitigation and other improvements as may be applicable. 2. The Developer shall enter into a Transportation Impact Fee Credit agreement with Lake County and the City of Clermont by December 31, 2020 which should be based upon Exhibit 4 — Wellness Way Transportation Impact Study/Proportionate Share. The Agreement shall require the Developer to fund improvements for ConservII right-of-way, design and permitting of roadways and/or construction of roadways for Transportation impact fee credits based upon the following priorities: i. Design and permitting of Wellness Way from US Highway 27 to the Orange County line as a four -lane roadway ii. Payment in escrow to Lake County for the acquisition of the four -lane right-of-way from Consery for Wellness Way; iii. Construction of Wellness Way from Hancock Road to the Orange County line as the first two lanes of the ultimate four lane roadway; iv. Payment in escrow to Lake County for the acquisition of the four lane right -of- way from Consery for Hancock Road; V. Design and permitting of Hancock Road from Wellness Way to the northern boundary of the Consery property as a four lane roadway; vi. Construction of Hancock Road from Wellness Way to the entrance of the Fuqua project south of Hartwood Marsh Road as the first 2-lanes of the ultimate 4-lane roadway; vii. Construction of the 3rd and 4th lanes of Wellness Way from US 27 to the Hancock/Schofield intersection; 3. The Developer will be responsible for their proportionate share of traffic signals, when warranted, at the time of construction for intersections that serve the project, including Wellness Way. The proportionate share shall be based upon the actual cost of traffic signals at the time they are constructed. 4. The Community Development District (CDD) or Property Owners Association (POA) shall be responsible to maintain all landscaping, hardscaping, traffic control devices, and stormwater conveyance systems on all private streets. 5. Any landscape, hardscape, signage, community ID signage or other improvements within the right-of-way that are above and beyond City or County minimum standards shall be maintained by the Community Development District, Property Owners Association, or similar entity. 6. Private drive aisles, private access ways, private easements for vehicular use shall not be required to be platted or re -platted. 15 CL.ER CITY OF CLERMONT �� ORDINANCE N0.2019-06 7. For intersections on private streets, angled right-of-way lines in lieu of 25-foot radius may be used to accommodate fencing and building walls. 8. Curb radii internal to development for streets or access ways may utilize a 10-foot curb radii to promote traffic calming and pedestrian intersection and crossing safety. 9. Sidewalks/Streets: a. Sidewalks to be constructed on both sides of residential and commercial streets. b. Context sensitive street design standards/solutions as published by AASHTO & ITE shall be utilized for private streets and right-of-way within the boundary of the Planned Unit Development where the design speed is 30 miles per hour or under and City referenced Florida Department of Transportation highway standards and specifications do not align with low speed street design. C. A waiver to Section 110-192(1) of the Land Development Code is granted to allow private streets with gates. Streets within the development will be gated, as shown in Exhibit 2, and will be maintained by the developer or Home Owners Association. d. A waiver to Section 110-195(b) of the Land Development Code is granted to allow construction of 20-foot-wide, one-way alleys with 12 feet of pavement as long as 20 feet of unobstructed emergency access is maintained, unless greater distances are warranted by fire code. 10. Parking: a. The Planned Unit Development may be developed using shared parking methodology, as determined by the Developer and reviewed and approved by the Site Review Committee. 11. The project development program can be modified based on the Wellness Way Planned Unit Development Equivalency -Trip Conversion Matrix contained in Exhibit 1. Any change in the development program mix will require the converting average daily trips between land uses based on the matrix. The matrix is designed to equate land uses based on equivalent traffic impacts such that use of the matrix should not impact the overall traffic impact of the project. The following are limitations on the use of the trip conversion matrix included in Exhibit 1, without amending the Planned Unit Development: a. No more than fifty percent (50%) of each land use category located within the Employment and Neighborhood Commercial districts may be converted, subject to Section 5 (2) (a). b. No more than 350 multi -family units may be developed using the Wellness Way Planned Unit Development Equivalency -Trip Conversion Matrix within the Employment districts. 16 CLEMONT CITY OF CLERMONT ORDINANCE NO.2019-06 12. Decorative street lighting shall be included for all Planned Unit Development internal roadways and along Wellness Way and Hancock Road adjacent to the project. The Developer shall coordinate with the power utility provider for the installation and placement. The Developer shall be responsible for the cost of installation. 13 . The Developer shall coordinate with the City, Lake County, and any other State Agencies in the placement and designing of a multi -purpose trail along the project's boundary as shown within in Exhibit 1 Wellness Way Planned Unit Development Land Use Plan. SECTION 11. Signs 1. Signage shall be developed in accordance to the Master Sign Plan, which will be brought forth at a later date, and Chapter 102 where applicable, unless a specific waiver from the Land Development Code is granted. 2. City Gateway Signage and Community Identification Signage may be installed at the locations indicated on Exhibit 2, only after a Master Sign Plan is presented and approved by City Council. SECTION 12. School Concurrency School concurrency shall be met before final plat approval in accordance with the Comprehensive Plan and Land Development Code. SECTION 13. Concurrency Management Requirements Concurrency Management Requirements: Any development shall comply with the Lake County and the City of Clermont Concurrency Management System, as amended. SECTION 14. Development Review and Approval 1. Prior to the issuance of -permits, the developer shall be required to submit a Preliminary Plat, Construction Plans, and Final Plat generally consistent with Exhibit 2 - Conceptual Plan, prepared by VHB, dated October 18, 2019 for review and approval in accordance with the Comprehensive Plan and Land Development Code, as amended. 2. Expiration of applicable incremental development orders or project development agreement shall not occur prior to the expiration of the Planned Unit Development which shall not be less than five (5) years after the planned last phase of the development program. This Planned Unit Development shall become null and void.if substantial construction work has not begun within five (5) years of the date that this Planned Unit Development is executed and signed by the permittee. "Substantial construction work" means the commencement and continuous prosecution of construction of required improvements ultimately finalized at completion. 17 CLER kNT CITY OF CLERMONT ORDINANCE NO.2019-06 SECTION 15. Future Amendments to Statutes, Code, Plans, and/or Regulations The specific references in this Planned Unit Development to the Florida Statutes, Florida Administrative Code, City Comprehensive Plan, and City Land Development Code shall include any future amendments to the statutes, code, plans, and/or regulations. SECTION 16. Additional Conditions 1. After establishment of the facilities as provided herein, the aforementioned property shall only be used for the purposes named in this Planned Unit Development. Any other proposed use must be specifically authorized by the Clermont City Council. 2. This Planned Unit Development shall inure to the benefit of, and shall constitute a covenant running with the land and the terms, conditions, and provisions hereof, and shall be binding upon the present owner and any successor, and shall be subject to each and every condition herein set out. 3. Construction and operation of the proposed use shall at all times comply with the regulations of this and other governmental permitting agencies. 4. The transfer of ownership or lease of any or all of the property described in this Planned Unit Development shall be included in the transfer or lease agreement, a provision that the purchaser or lessee is made good and aware of the conditions established by this Planned Unit Development and agrees to be bound by these conditions. The purchaser or lessee may request a change from the existing plans and conditions by following procedures contained in the Land Development Code, as amended. SECTION 17. This Ordinance shall be published as provided by law, and it shall become law and take effect upon its Second Reading and Final Passage. IM CO CLERI" ONT CITY OF CLERMONT ORDINANCE NO.2019-06 Location map: ti 6 4, GO N J � J i f+ � `V ' Sub ect -41 Property � z 0 rn a 19 CLECITY OF CLERMONT cholmafchaffoorw ORDINANCE NO.2019-06 PASSED AND ADOPTED by the City Council of the City of Clermont, Lake County, 9th day of November, 2019. CITY OF CLERMONT Tracy Ackroyd Howe, City Clerk Approved as to form and legality: D iel F. Mantzaris, City Attorney ,GLER NT CITY OF CM?MONT ORDINANCE NO.2019-06 Exhibit 1: Wellness Way PUD Land Use Plan CLEAN T , . CITY OF CLERMONT ORDINANCE NO.2019-06 Exhibit 2: Wellness Way Master Plan CL NT CITY OF CLERMONT ORDINANCE NO.2019-06 Exhibit 3: Wellness Way PUD Architectural Elevations Townhome Elevations: 22' Front Loaded.— For illustrative purposes only Townhome Elevations: 25' Rear Loaded — For illustrative purposes only Si CLEMONT Exhibit 3: CITY OF CLERMONT ORDINANCE NO.2019-06 Wellness Way PUD Architectural Elevations Single Family Home Elevation: 50' lot — For illustrative purposes only Single Family Home Elevation: 50' lot — For illustrative purposes only i CLER 1 sofa. Exhibit 3: CITY OF CLERMONT ORDINANCE NO.2019-06 Wellness Way PUD Architectural Elevations Single Family Elevation: 40' lot — For illustrative purposes only Single Family Home Elevation: 32' lot — For illustrative purposes only CABEN T Exhibit 3: CITY OF CLERMONT ORDINANCE NO.2019-06 Wellness Way PUD Architectural Elevations Single Family Home Elevation: 60' lot - For illustrative purposes only Single Family Home Elevation: 60' lot - For illustrative purposes only • CLER�" -NT CITY OF CLERMONT ORDINANCE NO.2019-06 Exhibit 4: Wellness Way PUD Transportation. Impact Study/Proportionate Share