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HomeMy WebLinkAbout2025 06 23 Consent 403 - Sutton Crossing Final Plat ApprovalPUBLIC HEARINGS AGENDA ITEM 403 CITY COMMISSION AGENDA | JUNE 23, 2025 REGULAR MEETING TITLE Sutton Crossings Final Plat Approval SUMMARY On June 5, 2025 the Planning and Zoning Board held a public hearing to review and recommend approval of the Sutton Crossings Plat to the City Commission to allow the subdivision of the subject property into five (5) parcels, for retail space, hardware store, and quick serve drive through restaurant, consistent with the previously- approved final engineering plans approved by the City Commission on May 12, 2025. Construction of the common infrastructure (sidewalks, roads, water/sewer, etc.) has not yet commenced and the applicant intends to begin pulling site work and building permits for the retail space, hardware store, and quick service drive through restaurant soon, when applicable conditions of approval of the final engineering/site plan have been met. FUNDING SOURCE RECOMMENDATION The Community Development Department requests that the City Commission review and consider a recommendation of approval of the Sutton Crossings Plat to the City Commission to allow the subdivision of the subject property into five (5) parcels, for retail space, hardware store, and quick serve drive through restaurant, consistent with the previously-approved final engineering plans approved by the City Commission on May 12, 2025, subject to the conditions set forth in the Staff report.. 338 STAFF REPORT – FINAL PLAT ACCEPTANCE CITY COMMISSION MONDAY, JUNE 23, 2025 | REGULAR MEETING SUTTON CROSSINGS – CONSIDERATION OF FINAL PLAT APPROVAL Approval of this Final Plat is being requested in furtherance of the previously-approved final engineering plans and is substantially in conformance with such plans, which were publicly noticed in accordance with Section 20-28. SUMMARY The Community Development Department requests that the Planning and Zoning Board review and consider the recommendation of approval of the Sutton Crossings Plat to the City Commission to allow the subdivision of the subject property into five (5) parcels, for retail space, hardware store, and quick serve drive through restaurant, consistent with the previously-approved final engineering plans approved by the City Commission on May 12, 2025. Construction of the common infrastructure (sidewalks, roads, water/sewer, etc.) has not yet commenced and the applicant intends to begin pulling site work and building permits for the retail space, hardware store, and quick service drive through restaurant soon. General Information Applicant(s) Blue Orange Holdings, LLC and EPB Engineering & Construction, PLLC Property Owner(s) Blue Orange Holdings, LLC and EPB Engineering & Construction, PLLC Location Northeast corner of Tuskawilla Road at Michael Blake Boulevard Tract Size ±6.2 gross acres Parcel ID Numbers 01-21-30-501-0000-0010; 26-20-30-5AR-0A00-008D; and 26- 20-30-5AR-0A00-008H Zoning Designation Town Center District (TC) | T5 Transect | Urban Center Zone FLUM Designation Town Center District Adjacent Land Use North: Vacant East: Vacant South: Self Storage Facility West: Tuskawilla Road Development Permits Final Engineering, Aesthetic Review, Ten Waivers, Removal of Specimen Tree approved with conditions on May 12, 2025 Development Agreement Development Agreement has not yet been executed and recorded in the Official Records of Seminole County. Code Enforcement Not applicable City Liens Not applicable 339 STAFF REPORT – FINAL PLAT ACCEPTANCE CITY COMMISSION MONDAY, JUNE 23, 2025 | REGULAR MEETING BACKGROUND DATA: The Applicants, Blue Orange Holdings, LLC and EPB Engineering & Construction, PLLC, proposed to subdivide a ± 6.2 acre parcel into five (5) parcels for retail and commercial activities. The parcels are bounded to the north by State Road 434, to the east by State Road 434, to the south by Michael Blake Boulevard, and to the west by Tuskawilla Road. The property is located in the Town Center Transect T-5 and the Future Land Use designation is the Town Center District. The Final Engineering plans were approved by the City Commission at the May 12, 2025 Commission meeting. The development consists of one hardware store with three (3) retail spaces, and a quick service drive through restaurant. The Development Agreement and Property Division Agreement was recorded on March 31, 2022 (Official Records Book 718/Page 751). Approval of a final subdivision plat is regulated by Chapter 9 of the City Code (various sections) and Chapter 177, Florida Statutes. Chapter 177, Florida Statutes require that the plat be fully executed by the owner(s) of record, by all mortgagees having an interest in the land to be subdivided, by the professional surveyor and mapper of record, and by the independent professional surveyor and mapper who reviews the plat for consistency with Chapter 177, Florida Statutes. City Staff, including the City's independent surveyor, Southeastern Surveying and Mapping Corporation, have reviewed and recommend approval of the plat. PUBLIC NOTICES: The Final Plat is being requested in furtherance of the previously-approved final engineering plans and is substantially in conformance with such plans, which were publicly noticed in accordance with Section 20- 28. The public hearing for the final engineering plans, conditional use, waivers, etc. was held at a regularly scheduled City Commission meeting on May 12, 2025. In addition, the public hearing for the final plat was advertised on-site and on the City’s website on May 23, 2023. APPLICABLE REGULATIONS: Chapter 177, Florida Statutes Chapter 197, Florida Statutes Chapter 9, City Code FINAL PLAT CRITERIA, PER SEC. 9-10 OF THE CITY CODE: (a) The application is in compliance with the provisions of this chapter and applicable law. Analysis: Staff believes the plat meets this criteria. The Final Plat is being requested in furtherance of the previously-approved final engineering plans, which were reviewed for consistency with the City Code, and the proposed final plat is substantially in conformance with such plans. The City’s surveyor has additionally performed a review of the proposed plat and found the plat to be in conformance with the requirements of Chapter 177, Florida Statutes. 340 STAFF REPORT – FINAL PLAT ACCEPTANCE CITY COMMISSION MONDAY, JUNE 23, 2025 | REGULAR MEETING (b) The application is consistent with the City’s comprehensive plan and applicable City master plans. Analysis: The proposed plat would allow the subdivision of the subject property consistent with the City’s Comprehensive Plan. The intent of the Town Center future land use category is to establish a vibrant “downtown” area in the heart of the City, based upon traditional neighborhood development (TND) standards which include mixed use development built on a pedestrian scale interconnected grid of streets and blocks. Typical uses that are encouraged include shops, personal and business services, grocery stores, restaurants, cinemas, hotels, offices, civic facilities, day care, and residential in various forms. Uses on site are in alignment with the City’s comprehensive plan. The approved uses of retail, hardware store and quick service drive through restaurant are permitted in the Town Center T-5 Transect. The Future Land Use Map (FLUM) depicts this site as Town Center and therefore the site is compliant with the FLUM. (c) The application is compatible and in harmony with the surrounding neighborhood including with respect to the size of existing surrounding lots and development trends in the neighborhood which have been previously approved by the City Commission. Analysis: The site is located in the T-5 Transect of the Town Center District – the area of most intensive use in the city. The site is compatible with surrounding development in terms of intensity of uses. Appropriate landscaping and screening are in place where there may be conflicts with adjacent land uses, as required by the final engineering plans approved on May 12, 2025. (d) The application does not create any lots, tracts of land, or developments that do not conform to the City Code. Analysis: Staff believes the plat meets this criteria. The lot dimensions in the proposed final plat accommodate the building sizes previously approved by the City Commission in the final engineering plans. (e) The application does not create burdensome congestion on the streets and highways. Analysis: The site does not create burdensome congestion on streets or highways, as adequate internal circulation has been provided to reduce possible congestion on SR 434 and Tuskawilla Road. A traffic analysis was performed to assess the impact of the proposed development in conjunction with the approved final engineering plans, which concluded that the roadway segments would continue to operate at adequate Levels of Service (LOS) when project trips are added. No new deficiencies were identified as a result as a result of project traffic impact. 341 STAFF REPORT – FINAL PLAT ACCEPTANCE CITY COMMISSION MONDAY, JUNE 23, 2025 | REGULAR MEETING (f) The application promotes the orderly layout and use of land. Analysis: The site promotes the orderly layout and use of land. There is appropriate separation between structures, landscaping to define sections of the larger site, and adequate internal circulation. (g) The application provides for adequate light and air. Analysis: The spacing of buildings ensures that there is adequate light and air both within the site and with respect to adjacent sites. (h) The application does not create overcrowding of land. Analysis: There is appropriate separation between buildings, as well as landscaping and ample parking areas, which prevents overcrowding of land. The SR 434 streetscape buffer and Tuskawilla Road streetscape are provided, with modifications as permitted by the waivers granted by the City Commission at its May 12, 2025 meeting. (i) The application does not pose any significant harm to the adequate and economical provision of water, sewer, and other public services. Analysis: This site does not pose any significant harm to the adequate and economical provision of water, sewer, and other public services. Adequate utility easements for public water lines are provided as referenced on the plat. In addition, utility easements are provided and dedicated to the public as referenced in the Declaration of Cross-Easements, as well as emergency inspection and maintenance easements over the private stormwater facilities in the development. Utility plans were approved in the final engineering plans on May 12, 2025. (j) The application provides for proper ingress and egress through a public or approved private street or perpetual cross access easements. Analysis: There is appropriate and proper ingress and egress through access to Michael Blake Boulevard and SR 434. There is appropriate internal circulation through a series of internal streets. STAFF RECOMMENDATION: Staff recommends that the Planning and Zoning Board recommend approval for City Commission to approve the final Sutton Crossings Plat and authorize the plat to be recorded, subject to satisfaction of the conditions of approval specified herein: 1. Filing of a subdivision performance bond in a form acceptable to the City Atorney. 2. Address all comments in the Surveyor’s report within 30 days of City Commission approval. EXHIBIT: Final Plat 342 W E S T S T A T E R O A D 4 3 4 TU S K A W I L L A R D NATURES WAY MILKY WAY MICH A E L BLA K E B L V D ATIONAL40EPUBLIC LOTS 1, 2, A PORTION OF LOTS 3 AND 4, TUSKAWILLA, AND A PORTION OF LOT 8, BLOCK A, AND VACATED RIGHT OF WAY, D.R. MITCHELL'S SURVEY OF THE LEVY GRANT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 5, IN THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE INTERSECTION OF THE NORTHERLY RIGHT-OF-WAY LINE OF MICHAEL BLAKE BOULEVARD, AS RECORDED IN OFFICIAL RECORDS BOOK 10181, PAGE 1010, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA AND THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF STATE ROAD 434, PER RIGHT OF WAY MAP SECTION 77070-2516; THENCE ALONG THE NORTHERLY 5,*+72):$</,1(2)6$,'0,&+$(/%/$.(%28/(9$5'7+()2//2:,1*)285&2856(6  6287+ƒ :(67$ ',67$1&(2))((7  7+(1&(6287+ƒ :(67$',67$1&(2))((772$32,172)&859$785(2)$ 1217$1*(17&859(&21&$9(1257+(5/<+$9,1*$5$',862))((7$&(175$/$1*/(2)ƒ $1'$&+25' ',67$1&(2))((7:+,&+%($566287+ƒ :(67  7+(1&(6287+:(67(5/<$/21*7+($5&2)6$,'&859($ DISTANCE OF 63.99 FEET, TO A POINT ON THE FORMER WEST RIGHT OF WAY LINE OF CSX RAILROAD, SAID POINT BEING ON A 1217$1*(17&859(&21&$9(($67(5/<+$9,1*$5$',862))((7$&(175$/$1*/(2)ƒ $1'$&+25' ',67$1&(2))((7:+,&+%($566287+ƒ ($67  7+(1&(6287+(5/<$/21*6$,':(67/,1($1'7+($5&2)$ CURVE, A DISTANCE OF 4.09 FEET TO A POINT ON THE NORTH LINE OF MICHAEL BLAKE BOULEVARD, AS RECORDED IN OFFICIAL RECORDS BOOK 8943, PAGE 877, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, SAID POINT BEING THE POINT OF CURVATURE OF A NON-TANGENT CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 151.67 FEET, A CENTRAL ANGLE OF ƒ ´$1'$&+25'',67$1&(2))((7:+,&+%($566287+ƒ ´:(677+(1&(:(67(5/<$/21*7+($5&2) 6$,'&859($',67$1&(2))((77+(1&(&217,18($/21*6$,'1257+(5/<5,*+72):$</,1(1257+ƒ ´:(67 A DISTANCE OF 99.59 FEET, TO A POINT ON THE EAST RIGHT OF WAY LINE OF A RIGHT OF WAY, 30.00 FEET IN WIDTH, D.R. MITCHELL'S SURVEY OF THE LEVY GRANT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 5, IN THE 38%/,&5(&25'62)6(0,12/(&2817<)/25,'$7+(1&($/21*6$,'($67/,1(6287+ƒ ´:(67$',67$1&(2) )((77+(1&('(3$57,1*6$,'($67/,1(1257+ƒ ´:(67$',67$1&(2))((772$32,17217+(1257+/,1( RIGHT OF WAY LINE OF MICHAEL BLAKE BOULEVARD, TUSKAWILLA CROSSINGS, PHASE 1, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 83, PAGES 75 THRU 89, INCLUSIVE, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE $/21*7+(1257+/,1(1257+ƒ ´:(67$',67$1&(2))((772$32,17217+(:(675,*+72):$</,1(2) AFORESAID RIGHT OF WAY , 30.00 FEET IN WIDTH; THENCE CONTINUING ALONG SAID NORTH RIGHT OF WAY LINE OF MICHAEL %/$.(%28/(9$5'1257+ƒ ´:(67$',67$1&(2))((772$32,1721$&859(217+(($675,*+72):$< LINE OF TUSKAWILLA ROAD, ACCORDING TO SEMINOLE COUNTY RIGHT OF WAY MAP, PROJECT NO. PS-107, SAID POINT ALSO BEING THE NORTHWEST CORNER OF MICHAEL BLAKE BOULEVARD PER THE AFORESAID PLAT OF TUSKAWILLA CROSSINGS, SAID POINT ALSO BEING ON A NON-TANGENT CURVE, CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 5677.58 FEET, A CENTRAL $1*/(2)ƒ $1'$&+25'',67$1&(2):+,&+%($561257+ƒ ´($677+(1&(1257+($67(5/<$/21*7+( ARC OF SAID CURVE AND SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 116.18 FEET TO THE POINT OF A REVERSE CURVE. CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 4040.18 FEET, A CHORD DISTANCE OF 260.82 FEET AND A CHORD THAT BEARS 1257+ƒ ´($677+(1&($/21*7+($5&2)6$,'&859($1'6$,'($675,*+72):$</,1($',67$1&(2))((7 72$32,172)7$1*(1&<7+(1&(1257+ƒ ´($67$',67$1&(2))((772$32,17217+(6287+5,*+72):$< /,1()((7,1:,'7+$&&25',1*72$)25(6$,'3/$72)'50,7&+(// 66859(<7+(1&(1257+ƒ ´($67$ DISTANCE OF 15.76 FEET, ALONG THE EAST LINE OF TUSKAWILLA ROAD TO A POINT IN THE CENTERLINE OF SAID 30.00 FOOT RIGHT 2):$<7+(1&($/21*6$,'&(17(5/,1(6287+ƒ ´($67$',67$1&(2))((77+(1&('(3$57,1*6$,' &(17(5/,1(1257+ƒ ´($67$',67$1&(2))((772$32,17217+(1257+5,*+72):$</,1($1'7+( SOUTHEAST CORNER OF LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 8150, PAGE 1049; THENCE ALONG THE EAST LINE OF SAID /$1'61257+ƒ ´($67$',67$1&(2))((7727+(6287+:(67(5/<5,*+72):$</,1(2)67$7(52$' 7+(1&($/21*6$,'6287+:(67(5/<5,*+72):$</,1(7+()2//2:,1*7+5((&2856(6  6287+ƒ ´($67$ DISTANCE OF 223.39 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF THE FORMER CSX RAILROAD, SAID POINT BEING 21$&859(&21&$9(1257+($67(5/<+$9,1*$5$',862))((7$&(175$/$1*/(2)ƒ ´$&+25'',67$1&( 2))((7$1'$&+25'7+$7%($566287+ƒ ´:(67  7+(1&(6287+($67(5/<$/21*7+($5&2)6$,'&859( AND THE FORMER RIGHT OF WAY LINE, A DISTANCE OF 20.37 FEET; THENCE DEPARTING SAID WESTERLY RIGHT OF WAY LINE, 6287+ƒ ´($67$',67$1&(2))((7727+(32,172)%(*,11,1* CONTAINING 267,190 SQUARE FEET OR 6.134 ACRES, MORE OR LESS. 䖴 䖴 S T A T E R O A D 4 1 7 SITE 䖴 䖴 34 3 EA S T E R L Y R I G H T - O F - W A Y P E R S E M I N O L E CO U N T Y R I G H T O F W A Y M A P , P R O J E C T No . P S - 1 0 7 , P A G E S 8 A N D 9 . NORTHERLY RIGHT-OF-WAY LINE OF MICH A E L B L A K E B L V D PER OFFICIAL RECORD BOOK 8943, PAGE 8 7 7 . SOUTHERLY RIGHT-OF-WAY LINE OF MICH A E L B L A K E B L V D . PER OFFICIAL RECORD PLAT BOOK 83, PA G E S 7 5 - 8 9 . S T A T E R O A D 4 3 4 P U B L I C R I G H T O F W A Y W I D T H V A R I E S P E R F L O R I D A D E P A R T M E N T O F T R A N S P O R T A T I O N R I G H T O F W A Y M A P , S E C T I O N 7 7 0 7 0 - 2 5 1 6 FOUND 4"X4" CONCRETE MONUMENT LB3897 MIC H A E L B L A K E B O U L E V A R D VAR I A B L E W I D T H P U B L I C R I G H T O F W A Y OFF I C I A L R E C O R D B O O K 1 0 1 8 1 , P A G E 1 0 1 0 2 5 5 . 8 9 ' POINT OF BEGINNING POINT OF INTERSECTION OF THE SOUTHWESTERLY RIGHT OF WAY LINE OF STATE ROAD 434 AND THE NORTHERLY RIGHT OF WAY LINE OF MICHAEL BLAKE BOULEVARD PER O.R.BOOK 10181, PAGE 1010 MICHAEL BLAKE BOULEVARD VARIABLE WIDTH PUBLIC RIGHT OF WAY PLAT BOOK 83, PAGES 75-89 1ƒ :                    6ƒ ( 1  ƒ      (         FOUND 4X4 CONCRETE MONUMENT LS2494 SOUTHERLY LINE OF LOTS 2 AND 3 MITCHE L L ' S S U R V E Y O F T H E LEVY GRANT, PLAT BOOK, 1 PAGE 5 AND O R T H E NORTHERLY LINE OF 30' RIGHT OF WAY PE R P L A T B O O K 1 , P A G E 5 VACATED PER OFFICIAL RECORD BOOK 1 0 5 0 , P A G E 4 0 1 . TU S K A W I L L A R O A D PR O J E C T P S - 1 0 7 , P U B L I C R I G H T O F W A Y W I D T H V A R I E S ǻ   ƒ      L= 1 1 6 . 1 8 ' R= 5 6 7 7 . 5 8 ' &% 1   ƒ      ( C= 1 1 6 . 1 8 ' LOT 2 25,297 SQ.FT. 0.581 AC LOT 3 49,291 SQ.FT. 1.132 AC LOT 1 79,966 SQ.FT. 1.836 AC 1ƒ : 6  ƒ        : 42 . 5 2 ' 6  ƒ        :         1ƒ : 1  ƒ        (               1ƒ : 67.01' ǻ  ƒ      L= 1 1 7 . 0 9 ' R= 4 0 4 0 . 1 8 ' &% 1   ƒ      ( C= 1 0 7 . 0 8 ' ǻ   ƒ      L= 1 0 3 . 7 9 ' R= 4 0 4 0 . 1 8 ' &% 1   ƒ      ( C= 1 0 3 . 7 8 ' ǻ ƒ  L=49.99' R=4040.18' &% 1ƒ ( C=49.99' ǻ   ƒ      L= 2 6 0 . 8 6 ' R= 4 0 4 0 . 1 8 ' &% 1   ƒ      ( C= 2 6 0 . 8 2 ' 1  ƒ      ( 15 . 7 6 ' 1 ƒ        : 14.2 4 ' 1.85' 1 0 7 . 4 1 ' 1 1 5 . 9 8 ' SEE DETAIL LOT 5 72,373 SQ.FT. 1.661 AC EXISTING RIGHT-OF-WAY O.R. BOOK 8943, PG.877 1ƒ : 1ƒ : 1  ƒ        (         15.00' RIGHT-OF-WAY PLAT BOOK 1, PAGE 5 VACATED PER O.R. BOOK___________, P A G E _ _ _ _ _ _ _ _ _ 15 . 0 0 ' 30 . 0 0 ' U N N A M E D R I G H T - O F - W A Y P L A T B O O K 1 , P A G E 5 VA C A T E D P E R O . R . B O O K _ _ _ _ _ _ _ _ _ _ _ , P A G E _ _ _ _ _ _ _ ) 1  ƒ      ( 1 5 . 0 0 ' 30' UNNAMED RIGHT OF WAY PLAT BOOK 1, PAGE 5 W O O D E D V I N E D R I V E P L A T B O O K 8 3 , P A G E S 7 5 - 8 9 EXISTING RIGHT-OF-WAY PLAT BOOK 1, PAGE 5 6ƒ ( 18.55' 1ƒ : 4.31' 1 ƒ        (            3 7 . 4 6 ' 1 ƒ        (                                           PC 30 . 0 0 ' PT PC PC PC PT PT PT PC PRC 25 ' B U I L D I N G S E T B A C K 2 5 ' B U I L D I N G S E T B A C K 10' B U I L D I N G S E T B A C K 10' BUILDING SETBACK NOT INCLUDED PART OF LOT 8, BLOCK "A" D R MITCHELL'S SURVEY OF LEVY GRANT PER O.R. BOOK 8150, PAGE 1049. 15 . 0 0 ' 52.0' 104.0' R WAT THI S P O I N T P E R RW M A P 1ƒ : 1  ƒ      ( 6  ƒ      :                  6ƒ ( 22.07' 70.0 ' T O C E N T E R L I N E AT T H I S P O I N T P E R RW M A P S O U T H W E S T E R L Y R I G H T O F W A Y L I N E O F S T A T E R O A D 4 3 4 30.0' SOU T H R I G H T - O F - W A Y L I N E OF M I C H A E L B L A K E B L V D . PER O F F I C I A L R E C O R D BOO K 1 0 1 8 1 , P A G E 1 0 1 0 . 30 . 0 ' T O C E N T E R L I N E AT T H I S P O I N T P E R PL A T B O O K 8 3 , P A G E 7 5 - 8 9 28 . 0 ' LOT 4 40,263 SQ.FT. 0.924 AC 85.0 ' 135 . 0 ' "TRACT FD-4" PLAT BOOK 83, PAGES 75-89. 47 2 . 3 0 ' 24.00' CROSS-ACCESS EASEMENT 24.00' (ABANDONED) C.S.X TRANSPORTATION., INC "LAKE CHARM BRANCH" RAIL CORRIDORWE S T L I N E O F C. S . X T R A N S P O R T A T I O N . , I N C " L A K E C H A R M B R A N C H " R A I L C O R R I D O R PRIVATE DRAINAGE EASEMENT (SEE PAGE 3) PRI V A T E D R A I N A G E EAS E M E N T (SE E P A G E 3 ) EXISTING RIGHT OF WAY PER PLAT BOOK 1 PAGE 5 1  ƒ        (        1ƒ : 15.00' 6ƒ : 12.36' 1ƒ : 15.00' EPUBLIC 04ATIONAL 34 4 EA S T E R L Y R I G H T - O F - W A Y P E R S E M I N O L E CO U N T Y R I G H T O F W A Y M A P , P R O J E C T No . P S - 1 0 7 , P A G E S 8 A N D 9 . NORTHERLY RIGHT-OF-WAY LINE OF MICH A E L B L A K E B L V D PER OFFICIAL RECORD BOOK 8943, PAGE 8 7 7 . SOUTHERLY RIGHT-OF-WAY LINE OF MICH A E L B L A K E B L V D . PER OFFICIAL RECORD PLAT BOOK 83, PA G E S 7 5 - 8 9 . S T A T E R O A D 4 3 4 P U B L I C R I G H T O F W A Y W I D T H V A R I E S P E R F L O R I D A D E P A R T M E N T O F T R A N S P O R T A T I O N R I G H T O F W A Y M A P , S E C T I O N 7 7 0 7 0 - 2 5 1 6 MIC H A E L B L A K E B O U L E V A R D VAR I A B L E W I D T H P U B L I C R I G H T O F W A Y OFF I C I A L R E C O R D B O O K 1 0 1 8 1 , P A G E 1 0 1 0 POINT OF BEGINNING POINT OF INTERSECTION OF THE SOUTHWESTERLY RIGHT OF WAY LINE OF STATE ROAD 434 AND THE NORTHERLY RIGHT OF WAY LINE OF MICHAEL BLAKE BOULEVARD PER O.R.BOOK 10181, PAGE 1010 MICHAEL BLAKE BOULEVARD VARIABLE WIDTH PUBLIC RIGHT OF WAY PLAT BOOK 83, PAGES 75-89 SOUTHERLY LINE OF LOTS 2 AND 3 MITCHE L L ' S S U R V E Y O F T H E LEVY GRANT, PLAT BOOK, 1 PAGE 5 AND O R T H E NORTHERLY LINE OF 30' RIGHT OF WAY PE R P L A T B O O K 1 , P A G E 5 VACATED PER OFFICIAL RECORD BOOK 1 0 5 0 , P A G E 4 0 1 . TU S K A W I L L A R O A D PR O J E C T P S - 1 0 7 , P U B L I C R I G H T O F W A Y W I D T H V A R I E S EXISTING RIGHT-OF-WAY O.R. BOOK 8943, PG.877 15.00' RIGHT-OF-WAY PLAT BOOK 1, PAGE 5 VACATED PER O.R. BOOK___________, P A G E _ _ _ _ _ _ _ _ _ 15 . 0 0 ' 30 . 0 0 ' U N N A M E D R I G H T - O F - W A Y P L A T B O O K 1 , P A G E 5 VA C A T E D P E R O . R . B O O K _ _ _ _ _ _ _ _ _ _ _ , P A G E _ _ _ _ _ _ _ ) 30' UNNAMED RIGHT OF WAY PLAT BOOK 1, PAGE 5 W O O D E D V I N E D R I V E P L A T B O O K 8 3 , P A G E S 7 5 - 8 9 EXISTING RIGHT-OF-WAY PLAT BOOK 1, PAGE 5 30 . 0 0 ' 25 ' B U I L D I N G S E T B A C K 2 5 ' B U I L D I N G S E T B A C K 10' B U I L D I N G S E T B A C K 10' BUILDING SETBACK NOT INCLUDED PART OF LOT 8, BLOCK "A" D R MITCHELL'S SURVEY OF LEVY GRANT PER O.R. BOOK 8150, PAGE 1049. 15 . 0 0 ' 52.0' 104.0' R WAT THI S P O I N T P E R RW M A P 1ƒ : 1  ƒ      ( 6  ƒ      :                  70.0 ' T O C E N T E R L I N E AT T H I S P O I N T P E R RW M A P S O U T H W E S T E R L Y R I G H T O F W A Y L I N E O F S T A T E R O A D 4 3 4 30.0' SOU T H R I G H T - O F - W A Y L I N E OF M I C H A E L B L A K E B L V D . PER O F F I C I A L R E C O R D BOO K 1 0 1 8 1 , P A G E 1 0 1 0 . 30 . 0 ' T O C E N T E R L I N E AT T H I S P O I N T P E R PL A T B O O K 8 3 , P A G E 7 5 - 8 9 28 . 0 ' 85.0 ' 135 . 0 ' "TRACT FD-4" PLAT BOOK 83, PAGES 75-89. 47 2 . 3 0 ' (ABANDONED) C.S.X TRANSPORTATION., INC "LAKE CHARM BRANCH" RAIL CORRIDORWE S T L I N E O F C. S . X T R A N S P O R T A T I O N . , I N C " L A K E C H A R M B R A N C H " R A I L C O R R I D O R 1ƒ : 6ƒ ( 1ƒ ( 6  ƒ        : 28 . 5 0 ' 1  ƒ        ( 41 . 5 0 ' ǻ ƒ  L=9.35' R=7.50' &% 1ƒ ( C=8.76' PRIVATE DRAINAGE EASEMENT (SEE PAGE 3) ǻ ƒ  L=27.54' R=17.50' &% 6ƒ : C=24.78' ǻ ƒ  L=27.54' R=17.50' &% 6ƒ : C=24.78' ǻ ƒ  L=13.44' R=7.50' &% 1ƒ : C=11.71' 1ƒ ( 5.50' 65.92' 1ƒ : PRI V A T E D R A I N A G E EAS E M E N T (SE E P A G E 3 ) LOT 2 LOT 3 LOT 1 LOT 5 LOT 4 6 ƒ        :          1ƒ ( 5.50' 1  ƒ        ( 67 . 1 1 ' 6ƒ ( 33.10' 6 ƒ        :          1ƒ ( 29.95' ǻ ƒ  L=20.35' R=8.50' &% 1ƒ ( C=15.83' 6   ƒ        ( 4 1 . 7 8 ' ǻ ƒ  L=13.35' R=8.50' &% 6ƒ : C=12.02' EPUBLIC 04ATIONAL 34 5