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Resolution 2023-127 RESOLUTION NO. 2023 - 1 27 A RESOLUTION OF THE COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS CREATING THE TOWN OF BIG CYPRESS STEWARDSHIP RECEIVING AREA BY AMENDING RESOLUTION NO. 2021-119 WHICH ESTABLISHED THE LONGWATER VILLAGE STEWARDSHIP RECEIVING AREA BY RENAMING AND CONVERTING IT TO A TOWN, BY DESIGNATING AN ADDITIONAL 544.65± ACRES WITHIN THE RURAL LANDS STEWARDSHIP AREA ZONING OVERLAY DISTRICT AS A STEWARDSHIP RECEIVING AREA, TO CREATE THE TOWN OF BIG CYPRESS STEWARDSHIP RECEIVING AREA WHICH WILL ALLOW DEVELOPMENT OF A MINIMUM OF 2,427 RESIDENTIAL DWELLING UNITS AND A MAXIMUM OF 4,432 DWELLING UNITS, OF WHICH A MINIMUM OF 10% WILL BE MULTI-FAMILY DWELLING UNITS, 10% WILL BE SINGLE FAMILY DETACHED AND 10% WILL BE SINGLE FAMILY ATTACHED OR VILLA; AN AGGREGATE MINIMUM OF 753,440 SQUARE FEET AND AN AGGREGATE MAXIMUM OF 1,390,000 SQUARE FEET OF COMMERCIAL/LIGHT INDUSTRIAL IN THE TOWN CORE CONTEXT ZONE, BUSINESS PARK CONTEXT ZONE, TOWN CENTER CONTEXT ZONE AND NEIGHBORHOOD GENERAL CONTEXT ZONE; AN AGGREGATE MINIMUM OF 66,480 SQUARE FEET AND A MAXIMUM OF 86,000 SQUARE FEET OF CIVIC, GOVERNMENTAL AND INSTITUTIONAL USES IN THE SRA; SENIOR HOUSING INCLUDING ADULT LIVING FACILITIES AND CONTINUING CARE RETIREMENT COMMUNITIES AND LIMITED TO 300 UNITS IN THE SRA; AND 23.4 ACRES OF AMENITY CENTER SITES; ALL SUBJECT TO A MAXIMUM PM PEAK HOUR TRIP CAP; AND APPROVING THE AMENDED AND RESTATED STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT FOR THE TOWN OF BIG CYPRESS STEWARDSHIP RECEIVING AREA AND ESTABLISHING THAT 15,797.8 STEWARDSHIP CREDITS ARE BEING UTILIZED BY THE DESIGNATION OF THE TOWN OF BIG CYPRESS STEWARDSHIP RECEIVING AREA. THE SUBJECT PROPERTY CONSISTING OF 1544.46 ACRES IS LOCATED EAST OF DESOTO BOULEVARD, NORTH AND SOUTH OF OIL WELL ROAD AND WEST OF THE INTERSECTION OF OIL WELL GRADE ROAD AND OIL WELL ROAD, IN SECTIONS 3, 14, 22, 23, 26, 27, 34 AND 35, TOWNSHIP 48 SOUTH, RANGE 28 EAST,COLLIER COUNTY, FLORIDA. [PL202100014961 (22-CPS-02195/1794325/1 j362 Town of Big Cypress/P1.202I0001496 5/24/23 1 of 3 WHEREAS, on June 8, 2021, the Board of County Commissioners adopted Resolution No. 2021-119, which created the 999.81 acre Longwater Village Stewardship Receiving Area ("SRA"); and WHEREAS,on June 8, 2021,the County and Collier Land Holdings, Ltd and CDC Land Investments, LLC entered into an agreement to provide for the minimum units and acreages for the Town of Big Cypress; and WHEREAS, the Owners, Collier Land Holdings, Ltd and CDC Land Investments LLC have applied for the conversion of Longwater Village SRA to the Town of Big Cypress SRA and the addition of 541.03 acres to the Town of Big Cypress SRA; WHEREAS, Tarpon Blue CE Management LLC ("Applicant") has applied for Stewardship Receiving Area designation pursuant to Section 4.08.07 of the Collier County Land Development Code ("LDC") for the TOWN OF BIG CYPRESS Stewardship Receiving Area (herein referred to as "TOWN OF BIG CYPRESS SRA"), which is one thousand five hundred forty-four and forty-six one hundredths (1,544.46) acres in size; and WHEREAS, Collier County Staff and the Collier County Planning Commission have reviewed the SRA Designation Application ("Application"), along with all support documentation and information required by LDC Section 4.08.07, and determined that the Application is consistent with the Rural Lands Stewardship Area Zoning Overlay District, and requirements of Section 4.08.07 of the LDC, specifically the suitability criteria of Section 4.08.07 of the LDC; and WHEREAS, Collier Land Holdings, Ltd. and CDC Land Investments, LLC have demonstrated its ownership of the necessary Stewardship Sending Area ("SSA") Stewardship Credits to be utilized by the TOWN OF BIG CYPRESS SRA by its approved SSA Credit and Easement Agreements; and WHEREAS, Applicant seeks to utilize 15,797.8 Stewardship Credits generated from the Board's designation of SSA 14,SSA 15 and SSA 17 to entitle designation of the TOWN OF BIG CYPRESS SRA. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY,FLORIDA that: 1. The Board hereby converts the LONGWATER SRA to the TOWN OF BIG CYPRESS SRA, and approves and designates as the TOWN OF BIG CYPRESS SRA one thousand five hundred forty-four and forty-six one hundredths (1,544.46) acres described in the legal description attached as Exhibit"A", subject to the requirements of the TOWN OF BIG CYPRESS SRA Development Document and the TOWN OF BIG CYPRESS SRA Master Plan both attached hereto as Exhibit"B". [22-CPS-02 1 9 5/1 794 325/113 62 Town of Big Cypress/P1.20210001496 5/24/23 2 of 3 2. The Board hereby approves the amended and restated Stewardship Receiving Area Credit Agreement. a copy of which is attached hereto as Exhibit '•C"• requiring Applicant and Owners to transfer and assign fifteen thousand seven hundred ninety-seven and eight tenths (15,797.8) Stewardship Credits to Collier County. 3. The Board hereby approves the number of dwelling units, gross leaseable square footage of retail and office uses, and the other land uses described in the TOWN OF BIG CYPRESS SRA Development Document and depicted on the TOWN OF BIG CYPRESS SRA Master Plan. 4. This Resolution hereby amends and supersedes Resolution No. 2021-119. 5. There are two Agreements related to this Resolution. They are (1) a Developer Agreement for Rivergrass Village which contains transportation commitments for Longwater Village recorded in Official Records Book 6201 Page 1907 et. seq. of the public records of Collier County; and (2) a Developer Agreement related to servicing of the Town of Big Cypress by the Collier County Water and Sewer District recorded in Official Records Book 6266 Page 2221 et. seq. of the public records of Collier County. These two items are hereby incorporated by reference into this Resolution, as if fully set forth herein. These items may be separately amended without the need to amend this Resolution. THIS RESOLUTION ADOPTED ED this _ day of J u nx_ , 2023, after motion. second, and favorable vote. ATTEST: BOARD OF COUNTY COMMISSIONERS CRYSTAL K. KINZEL, 'LERK COLLIER COUNTY, FLORIDA By / ' puty Clerk Rick LoCastro. Chairman test as tq.Ghalr �' signature.o1 Approved,as.tD form and legality: Ileidi Ashton-Cicko Managing Assistant County Attorney Attachments: Exhibit A - Legal Description Exhibit B— SRA Development Document and Master Plan Exhibits Exhibit C — Amended and Restated Stewardship Credit Agreement for Town of Big Cypress SRA (22-CPS-02195;1 7943 2 511(362 Town of Big C.press/P1.20210001496 524.23 3 of 3 a g 5; iN i o a"e-rat 4_e f i a 'ab^'ah$o§pysaaabC �5 58 9s�6a $g 4t! W -aa^ z$.� ea h$a -p$e V 9 m a,E a' - hi ..c 4 g W < €"FRS P Al "888B$$H$8$8HBR$ },$$X$$$$'g$$ A _< i 47, a e . 2A 188'.dx AB�d§i :F^^."._SYla 82:e. ! 04 1 v, 1tl9 Isq ��y F . 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( 39j 597-31 1 1 MIMI I'BARBER & www.ABBINC.<om 1111•••81.1.111 ::::::` RUNDAGE, INC. +.Mr04 to�... .:f)yYYP',:O LEGAL DESCRIPTION OF TOWN OF BIG CYPRESS SRA TRACT 1 ALL THAT PART OF SECTION 14,TOWNSHIP 48 SOUTH,RANGE 28 EAST,COLLIER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF AFORESAID SECTION 14; THENCE N 89°44'31"E ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 14 A DISTANCE OF 2290.36 FEET; THENCE LEAVING SAID SOUTH LINE N 00°15'29"W A DISTANCE OF 150.00 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 14,SAID INTERSECTION ALSO BEING THE NORTH RIGHT-OF-WAY LINE OF OIL WELL ROAD(200'R.O.W.),THE BEGINNING OF A NON-TANGENT CURVE CONCAVE NORTHWESTERLY WHOSE RADIUS POINT BEARS N 00°15'29"W AND HAVING A RADIUS OF 49.98 FEET AND THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°01'38"AN ARC DISTANCE OF 78.53 FEET; THENCE N 00°15'29"W A DISTANCE OF 532.41 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 390.04 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 27°34'16"AN ARC DISTANCE OF 187.69 FEET; THENCE N 90°00'00"W A DISTANCE OF 542.86 FEET; THENCE N 02°58'04"W A DISTANCE OF 49.93 FEET; THENCE N 20°32'11"E A DISTANCE OF 79.46 FEET; THENCE N 12°52'03"E A DISTANCE OF 90.75 FEET; THENCE N 40°43'42"E A DISTANCE OF 66.96 FEET; THENCE N 19°39'43"E A DISTANCE OF 83.37 FEET; THENCE N 15°21'20"E A DISTANCE OF 81.38 FEET; THENCE N 13°06'04"E A DISTANCE OF 43.13 FEET; THENCE N 16°32'03"E A DISTANCE OF 59.27 FEET; THENCE N 15°50'59"E A DISTANCE OF 84.54 FEET; THENCE N 19°34'10"E A DISTANCE OF 49.12 FEET; THENCE N 24°19'49"E A DISTANCE OF 65.88 FEET; THENCE N 03°01'59"W A DISTANCE OF 21.05 FEET; THENCE N 24°47'24"E A DISTANCE OF 27.00 FEET; THENCE N 35°02'02"E A DISTANCE OF 57.55 FEET; THENCE N 31°38'37"E A DISTANCE OF 74.11 FEET; THENCE N 42°27'50"E A DISTANCE OF 131.19 FEET; THENCE N 56°17'13"E A DISTANCE OF 69.33 FEET; THENCE N 45°17'37"E A DISTANCE OF 53.32 FEET; THENCE N 52°32'34"E A DISTANCE OF 39.22 FEET; THENCE N 64°25'20"E A DISTANCE OF 40.67 FEET; PAGE 3 OF 20 THENCE N 76°54'51"E A DISTANCE OF 22.81 FEET; THENCE N 90°00'00"E A DISTANCE OF 28.42 FEET; THENCE S 73°22'35"E A DISTANCE OF 41.52 FEET; THENCE S 68°09'59"E A DISTANCE OF 131.93 FEET; THENCE S 68°33'28"E A DISTANCE OF 92.17 FEET; THENCE S 32°13'35"E A DISTANCE OF 20.06 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE NORTHEASTERLY WHOSE RADIUS POINT BEARS N 40°46'21"E AND HAVING A RADIUS OF 262.49 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 29°51'47"AN ARC DISTANCE OF 136.81 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS S 10°01'28"W AND HAVING A RADIUS OF 559.90 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 17°43'00"AN ARC DISTANCE OF 173.13 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY WHOSE RADIUS POINT BEARS N 27°56'31"E AND HAVING A RADIUS OF 297.52 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 25°30'46"AN ARC DISTANCE OF 132.48 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS S 02°58'54"W AND HAVING A RADIUS OF 196.97 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 33°00'27"AN ARC DISTANCE OF 113.47 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 180.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 38°14'25"AN ARC DISTANCE OF 120.14 FEET; THENCE S 71°23'44"E A DISTANCE OF 389.76 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHERLY WHOSE RADIUS POINT BEARS N 37°45'00"E AND HAVING A RADIUS OF 80.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 47°27'54"AN ARC DISTANCE OF 66.27 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 158.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45°04'18"AN ARC DISTANCE OF 124.29 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 180.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 44°57'29"AN ARC DISTANCE OF 141.24 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 90.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°48'28"AN ARC DISTANCE OF 16.98 FEET TO AN INTERSECTION WITH THE WESTERLY RIGHT-OF- WAY LINE OF OIL WELL GRADE ROAD(100'R.O.W.); THENCE S 24°41'58"E ALONG SAID WESTERLY RIGHT-OF-WAY LINE A DISTANCE OF 1383.19 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 766.78 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 04°10'12"AN ARC DISTANCE OF 55.81 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 14,SAID INTERSECTION ALSO BEING THE NORTH RIGHT-OF- WAY LINE OF OIL WELL ROAD(200'R.O.W.); THENCE S 89°44'59"W ALONG SAID PARALLEL LINE A DISTANCE OF 1977.89 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE PAGE 4 OF 20 SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 14,SAID INTERSECTION ALSO BEING THE NORTH RIGHT-OF-WAY LINE OF OIL WELL ROAD(200'R.O.W.); THENCE S 89°44'31"W ALONG SAID PARALLEL LINE A DISTANCE OF 379.91 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 77.88 ACRES. REFERENCE ABB DRAWING#12904-SD PAGE 5 OF 20 ■ailat 7400 Trail Blvd., Suite 200 ■lii■ ■lilt' GNOLI Naples, FL 34108 aIlia► PH: alaaa� (239) 597-31 1 1 lilt■r ARBER & www.ABBINC.com /ilia.► 'iiiii' RUNDAGE, INC. Ca....cw<+.."...,t.V..,..tv..•..lv..t1 typ.•tI)A°.•LC?6. O ?O LEGAL DESCRIPTION OF TOWN OF BIG CYPRESS SRA TRACT 2 ALL THAT PART OF SECTION 23,TOWNSHIP 48 SOUTH,RANGE 28 EAST,COLLIER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF AFORESAID SECTION 23; THENCE S 89°44'59"W ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 23 A DISTANCE OF 770.02 FEET; THENCE LEAVING SAID NORTH LINE S 00°15'01"E A DISTANCE OF 50.00 FEET TO AN INTERSECTION WITH A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 23,SAID INTERSECTION ALSO BEING THE SOUTH RIGHT-OF-WAY LINE OF OIL WELL ROAD(200'R.O.W.)AND THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE S 00°15'O1"E A DISTANCE OF 132.67 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 89°44'59"W AND HAVING A RADIUS OF 105.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45°24'58"AN ARC DISTANCE OF 83.23 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 260.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 34°17'57"AN ARC DISTANCE OF 155.64 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 440.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09°35'51"AN ARC DISTANCE OF 73.70 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 700.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 25°06'08"AN ARC DISTANCE OF 306.68 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 349.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 32°28'18"AN ARC DISTANCE OF 197.79 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 1500.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 44°43'03"AN ARC DISTANCE OF 1170.70 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 300.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 75°37'38"AN ARC DISTANCE OF 395.98 FEET; THENCE S 58°44'36"W A DISTANCE OF 390.72 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 100.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 69°52'03"AN ARC DISTANCE OF 121.94 FEET; THENCE S 11°07'28"E A DISTANCE OF 438.61 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 400.00 FEET; PAGE 6 OF 20 THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 85°28'03"AN ARC DISTANCE OF 596.68 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 200.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 50°30'49"AN ARC DISTANCE OF 176.33 FEET; THENCE S 23°49'47"W A DISTANCE OF 390.51 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 400.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 36°52'30"AN ARC DISTANCE OF 257.44 FEET; THENCE S 13°02'43"E A DISTANCE OF 465.37 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 240.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 103°55'42"AN ARC DISTANCE OF 435.33 FEET; THENCE N 89°07'O1"W A DISTANCE OF 1055.37 FEET; THENCE N 00°47'57"W A DISTANCE OF 97.59 FEET; THENCE N 52°33'15"W A DISTANCE OF 70.08 FEET; THENCE N 57°28'41"W A DISTANCE OF 90.17 FEET; THENCE N 54°29'18"W A DISTANCE OF 56.40 FEET; THENCE N 54°52'27"W A DISTANCE OF 222.49 FEET; THENCE N 55°41'14"W A DISTANCE OF 108.91 FEET; THENCE N 64°37'19"W A DISTANCE OF 52.01 FEET; THENCE N 64°31'02"W A DISTANCE OF 71.77 FEET; THENCE N 25°28'58"E A DISTANCE OF 46.08 FEET; THENCE N 17°41'24"E A DISTANCE OF 159.37 FEET; THENCE N 19°24'48"E A DISTANCE OF 130.30 FEET; THENCE N 17°41'12"E A DISTANCE OF 152.31 FEET; THENCE N 19°39'43"E A DISTANCE OF 163.63 FEET; THENCE N 16°58'54"E A DISTANCE OF 115.30 FEET; THENCE N 19°45'12"E A DISTANCE OF 95.09 FEET; THENCE N 18°30'O1"E A DISTANCE OF 108.19 FEET; THENCE N 07°16'45"E A DISTANCE OF 105.99 FEET; THENCE N 07°21'52"E A DISTANCE OF 1053.05 FEET; THENCE N 06°59'59"E A DISTANCE OF 321.33 FEET; THENCE N 09°15'09"E A DISTANCE OF 78.59 FEET; THENCE N 08°05'25"E A DISTANCE OF 95.78 FEET; THENCE N 06°17'00"E A DISTANCE OF 93.24 FEET; THENCE N 02°27'15"E A DISTANCE OF 72.03 FEET; THENCE N 02°13'12"W A DISTANCE OF 94.12 FEET; THENCE N 04°52'08"W A DISTANCE OF 109.91 FEET; THENCE N 04°16'40"W A DISTANCE OF 108.24 FEET; THENCE N 05°59'47"W A DISTANCE OF 114.91 FEET; THENCE N 04°38'07"W A DISTANCE OF 258.02 FEET; THENCE N 04°52'41"W A DISTANCE OF 67.12 FEET; THENCE N 86°56'23"W A DISTANCE OF 87.32 FEET; THENCE N 83°30'14"W A DISTANCE OF 94.02 FEET; THENCE N 80°05'19"W A DISTANCE OF 41.79 FEET; THENCE N 04°47'46"W A DISTANCE OF 42.36 FEET; THENCE N 12°55'07"W A DISTANCE OF 49.84 FEET; THENCE N 03°35'48"W A DISTANCE OF 66.52 FEET; THENCE S 81°12'45"W A DISTANCE OF 65.23 FEET; THENCE S 78°47'29"W A DISTANCE OF 97.37 FEET; PAGE 7 OF 20 THENCE S 80°53'38"W A DISTANCE OF 85.87 FEET; THENCE S 82°51'24"W A DISTANCE OF 71.47 FEET; THENCE S 26°22'26"W A DISTANCE OF 82.01 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 72°06'35" W AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64°54'46"AN ARC DISTANCE OF 164.28 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 86°32'48"AN ARC DISTANCE OF 219.03 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 452.50 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°22'02"AN ARC DISTANCE OF 224.03 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 112.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°03'39"AN ARC DISTANCE OF 19.67 FEET; THENCE N 55°18'56"E A DISTANCE OF 42.09 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 75.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 40°20'51"AN ARC DISTANCE OF 52.81 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 62.57 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 61°04'36"AN ARC DISTANCE OF 66.70 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 195.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 38°58'11"AN ARC DISTANCE OF 132.63 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 80.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°55'56"AN ARC DISTANCE OF 4.09 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 136.29 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 129°01'31"AN ARC DISTANCE OF 306.91 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 55.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 08°18'34"AN ARC DISTANCE OF 7.98 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 320.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35°21'57"AN ARC DISTANCE OF 197.52 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 155.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 15°12'56"AN ARC DISTANCE OF 41.16 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 285.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°38'47"AN ARC DISTANCE OF 52.96 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 62°13'33"W AND HAVING A RADIUS OF 85.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°08'52"AN ARC DISTANCE OF 3.19 FEET; THENCE S 25°37'36"E A DISTANCE OF 108.64 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS S 25°37'36"E AND HAVING A RADIUS OF 240.00 FEET; PAGE 8 OF 20 THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 16°23'03"AN ARC DISTANCE OF 68.63 FEET; THENCE N 80°45'27"E A DISTANCE OF 217.01 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 340.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 05°51'54"AN ARC DISTANCE OF 34.80 FEET; . THENCE N 86°37'21"E A DISTANCE OF 245.61 FEET; THENCE S 88°36'14"E A DISTANCE OF 412.53 FEET; THENCE S 88°38'16"E A DISTANCE OF 496.61 FEET; THENCE N 00°15'O1"W A DISTANCE OF 885.00 FEET TO AN INTERSECTION WITH A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 23,SAID INTERSECTION ALSO BEING THE SOUTH RIGHT-OF-WAY LINE OF OIL WELL ROAD(200'R.O.W.); THENCE N 89°44'59"E ALONG SAID PARALLEL LINE A DISTANCE OF 1709.53 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 221.42 ACRES. REFERENCE ABB DRAWING#12904-SD PAGE 9 OF 20 •■■■■► 7400 Trail Blvd.,Suite 200 •■■■■ GNOLI Naples,Fl.34108 ( 39)PH: 2■■■■■� 597-31 1 1 11111111111111, ARBER & www.ABBINC.com ■■■■■■. ■■■■■■: RUNDAGE, INC. LEGAL DESCRIPTION OF TOWN OF BIG CYPRESS SRA TRACT 3 ALL THAT PART OF SECTIONS 22,23,26,27,34 AND 35,TOWNSHIP 48 SOUTH,RANGE 28 EAST AND SECTION 3,TOWNSHIP 49 SOUTH,RANGE 28 EAST,COLLIER COUNTY, FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF AFORESAID SECTION 27; THENCE N 89°44'09"E A DISTANCE OF 210.00 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 27 AND THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE N 00°15'51"W ALONG SAID PARALLEL LINE A DISTANCE OF 556.73 FEET; THENCE LEAVING SAID PARALLEL LINE N 89°44'09"E A DISTANCE OF 42.00 FEET; THENCE S 81°09'45"E A DISTANCE OF 24.85 FEET; THENCE S 81°12'57"E A DISTANCE OF 43.68 FEET; THENCE S 67°50'53"E A DISTANCE OF 24.15 FEET; THENCE N 51°13'46"E A DISTANCE OF 14.44 FEET; THENCE N 83°34'26"E A DISTANCE OF 20.97 FEET; THENCE N 85°47'56"E A DISTANCE OF 58.59 FEET; THENCE S 81°25'21"E A DISTANCE OF 65.83 FEET; THENCE S 82°24'10"E A DISTANCE OF 79.32 FEET; THENCE S 81°49'19"E A DISTANCE OF 85.24 FEET; THENCE S 83°07'42"E A DISTANCE OF 94.54 FEET; THENCE S 83°26'41"E A DISTANCE OF 106.68 FEET; THENCE S 85°55'20"E A DISTANCE OF 176.04 FEET; THENCE S 87°21'52"E A DISTANCE OF 151.35 FEET; THENCE S 83°34'18"E A DISTANCE OF 108.51 FEET; THENCE S 87°03'30"E A DISTANCE OF 191.80 FEET; THENCE S 89°27'05"E A DISTANCE OF 171.39 FEET; THENCE S 87°33'10"E A DISTANCE OF 126.34 FEET; THENCE S 88°43'19"E A DISTANCE OF 98.64 FEET; THENCE S 86°48'38"E A DISTANCE OF 96.80 FEET; THENCE S 89°40'09"E A DISTANCE OF 130.03 FEET; THENCE S 87°42'O1"E A DISTANCE OF 124.74 FEET; THENCE S 87°24'48"E A DISTANCE OF 107.14 FEET; THENCE S 87°48'06"E A DISTANCE OF 127.16 FEET; THENCE S 88°11'19"E A DISTANCE OF 153.59 FEET; THENCE N 89°59'O1"E A DISTANCE OF 59.76 FEET; THENCE N 02°51'20"E A DISTANCE OF 51.25 FEET; THENCE N 03°37'35"W A DISTANCE OF 40.26 FEET; THENCE N 07°54'23"E A DISTANCE OF 75.33 FEET; THENCE N 10°03'15"E A DISTANCE OF 64.18 FEET; THENCE N 11°19'06"E A DISTANCE OF 80.02 FEET; PAGE 10 OF 20 THENCE N 10°47'45"E A DISTANCE OF 79.50 FEET; THENCE N 09°49'17"E A DISTANCE OF 94.43 FEET; THENCE N 10°03'11"E A DISTANCE OF 127.62 FEET; THENCE N 09°16'25"E A DISTANCE OF 110.89 FEET; THENCE N 10°39'25"E A DISTANCE OF 144.00 FEET; THENCE N 08°44'32"E A DISTANCE OF 112.11 FEET; THENCE N 10°18'07"E A DISTANCE OF 145.41 FEET; THENCE N 10°24'56"E A DISTANCE OF 170.23 FEET; THENCE N 09°04'56"E A DISTANCE OF 101.38 FEET; THENCE N 10°37'21"E A DISTANCE OF 181.28 FEET; THENCE N 09°57'51"E A DISTANCE OF 121.94 FEET; THENCE N 09°16'33"E A DISTANCE OF 159.76 FEET; THENCE N 08°05'45"E A DISTANCE OF 73.91 FEET; THENCE N 12°06'17"E A DISTANCE OF 47.98 FEET; THENCE N 07°00'32"E A DISTANCE OF 96.94 FEET; THENCE N 12°44'08"E A DISTANCE OF 48.22 FEET; THENCE N 29°04'09"E A DISTANCE OF 51.97 FEET; THENCE N 56°52'43"E A DISTANCE OF 32.67 FEET; THENCE S 79°47'55"E A DISTANCE OF 110.65 FEET; THENCE S 79°01'08"E A DISTANCE OF 91.37 FEET; THENCE S 78°51'16"E A DISTANCE OF 140.42 FEET; THENCE S 79°29'47"E A DISTANCE OF 89.62 FEET; THENCE S 79°26'32"E A DISTANCE OF 117.52 FEET; THENCE S 79°45'16"E A DISTANCE OF 73.96 FEET; THENCE N 46°57'48"E A DISTANCE OF 29.89 FEET; THENCE N 10°52'29"E A DISTANCE OF 123.93 FEET; THENCE N 07°32'25"E A DISTANCE OF 88.34 FEET; THENCE N 08°07'07"E A DISTANCE OF 139.48 FEET; THENCE N 07°54'40"E A DISTANCE OF 114.89 FEET; THENCE N 08°49'12"E A DISTANCE OF 128.22 FEET; THENCE N 10°33'53"E A DISTANCE OF 99.66 FEET; THENCE N 08°25'59"E A DISTANCE OF 62.05 FEET; THENCE N 26°54'30"E A DISTANCE OF 49.71 FEET; THENCE N 62°45'00"E A DISTANCE OF 42.18 FEET; THENCE S 89°01'30"E A DISTANCE OF 98.14 FEET; THENCE S 88°17'00"E A DISTANCE OF 127.41 FEET; THENCE S 89°11'00"E A DISTANCE OF 106.29 FEET; THENCE S 89°22'11"E A DISTANCE OF 181.67 FEET; THENCE S 89°07'05"E A DISTANCE OF 73.95 FEET; THENCE N 89°37'05"E A DISTANCE OF 158.00 FEET; THENCE N 01°22'47"E A DISTANCE OF 56.60 FEET; THENCE N 01°05'56"E A DISTANCE OF 175.96 FEET; THENCE N 00°58'55"E A DISTANCE OF 120.19 FEET; THENCE N 00°57'09"E A DISTANCE OF 106.25 FEET; THENCE N 01°25'58"E A DISTANCE OF 172.25 FEET; THENCE N 00°59'37"E A DISTANCE OF 129.98 FEET; THENCE N 02°13'52"E A DISTANCE OF 174.99 FEET; THENCE N 01°13'07"E A DISTANCE OF 170.11 FEET; THENCE N 12°23'44"E A DISTANCE OF 65.85 FEET; THENCE N 65°07'26"E A DISTANCE OF 58.11 FEET; THENCE N 87°35'09"E A DISTANCE OF 97.09 FEET; PAGE 11 OF 20 THENCE S 89°03'01"E A DISTANCE OF 139.85 FEET; THENCE N 89°08'08"E A DISTANCE OF 159.59 FEET; THENCE N 89°55'58"E A DISTANCE OF 184.84 FEET; THENCE S 89°48'17"E A DISTANCE OF 242.95 FEET; THENCE S 89°18'36"E A DISTANCE OF 127.18 FEET; THENCE N 88°20'13"E A DISTANCE OF 150.51 FEET; THENCE S 89°00'04"E A DISTANCE OF 160.58 FEET; THENCE N 88°46'01"E A DISTANCE OF 151.90 FEET; THENCE S 79°22'05"E A DISTANCE OF 52.74 FEET; THENCE S 38°06'03"E A DISTANCE OF 57.21 FEET; THENCE S 01°21'28"E A DISTANCE OF 145.54 FEET; THENCE S 00°55'57"W A DISTANCE OF 150.31 FEET; THENCE S 01°33'09"W A DISTANCE OF 207.79 FEET; THENCE S 01°31'44"W A DISTANCE OF 141.52 FEET; THENCE S 01°23'16"W A DISTANCE OF 164.71 FEET; THENCE S 01°00'09"W A DISTANCE OF 148.59 FEET; THENCE S 00°45'36"W A DISTANCE OF 132.20 FEET; THENCE S 16°36'47"E A DISTANCE OF 77.60 FEET; THENCE S 86°36'24"E A DISTANCE OF 218.27 FEET; THENCE N 84°38'32"E A DISTANCE OF 57.46 FEET; THENCE N 88°29'19"E A DISTANCE OF 188.83 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 13°14'14" W AND HAVING A RADIUS OF 142.04 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 38°04'57"AN ARC DISTANCE OF 94.41 FEET; THENCE S 33°28'54"E A DISTANCE OF 33.93 FEET; THENCE S 23°45'58"E A DISTANCE OF 31.88 FEET; THENCE S 07°59'32"E A DISTANCE OF 22.70 FEET; THENCE S 08°09'03"W A DISTANCE OF 100.81 FEET; THENCE S 08°57'38"W A DISTANCE OF 111.86 FEET; THENCE S 08°49'05"W A DISTANCE OF 400.00 FEET; THENCE S 07°59'07"W A DISTANCE OF 98.77 FEET; THENCE S 08°51'00"W A DISTANCE OF 462.69 FEET; THENCE S 07°42'34"W A DISTANCE OF 120.29 FEET; THENCE S 10°03'37"W A DISTANCE OF 256.55 FEET; THENCE S 08°03'15"W A DISTANCE OF 87.61 FEET; THENCE S 07°57'36"W A DISTANCE OF 129.24 FEET; THENCE S 08°50'57"W A DISTANCE OF 158.37 FEET; THENCE S 10°16'55"W A DISTANCE OF 137.59 FEET; THENCE S 07°03'24"W A DISTANCE OF 160.41 FEET; THENCE S 09°24'12"W A DISTANCE OF 179.42 FEET; THENCE S 06°37'32"W A DISTANCE OF 158.52 FEET; THENCE S 09°53'05"W A DISTANCE OF 158.01 FEET; THENCE S 21°33'21"W A DISTANCE OF 55.08 FEET; THENCE S 82°19'46"W A DISTANCE OF 77.36 FEET; THENCE N 89°13'46"W A DISTANCE OF 151.12 FEET; THENCE N 89°21'51"W A DISTANCE OF 108.57 FEET; THENCE N 85°59'59"W A DISTANCE OF 198.45 FEET; THENCE S 15°53'00"W A DISTANCE OF 96.05 FEET; THENCE S 07°02'17"W A DISTANCE OF 26.49 FEET; THENCE S 37°20'43"W A DISTANCE OF 68.14 FEET; PAGE 12 OF 20 THENCE S 31°23'33"W A DISTANCE OF 40.71 FEET; THENCE S 16°20'58"W A DISTANCE OF 220.13 FEET; THENCE S 22°59'53"W A DISTANCE OF 41.27 FEET; THENCE S 18°29'23"W A DISTANCE OF 69.29 FEET; THENCE S 08°48'18"W A DISTANCE OF 56.10 FEET; THENCE S 10°10'49"W A DISTANCE OF 65.97 FEET; THENCE S 05°30'03"W A DISTANCE OF 45.04 FEET; THENCE S 06°57'16"W A DISTANCE OF 106.82 FEET; THENCE S 08°43'39"W A DISTANCE OF 105.41 FEET; THENCE S 08°55'48"W A DISTANCE OF 91.41 FEET; THENCE S 24°00'42"W A DISTANCE OF 77.21 FEET; THENCE S 09°30'12"W A DISTANCE OF 55.93 FEET; THENCE S 08°14'59"W A DISTANCE OF 126.14 FEET; THENCE S 08°53'46"W A DISTANCE OF 119.38 FEET; THENCE S 08°24'46"W A DISTANCE OF 145.38 FEET; THENCE S 08°20'38"W A DISTANCE OF 216.11 FEET; THENCE S 08°26'17"W A DISTANCE OF 152.97 FEET; THENCE S 08°18'20"W A DISTANCE OF 131.25 FEET; THENCE S 04°08'24"W A DISTANCE OF 228.36 FEET; THENCE S 03°50'33"W A DISTANCE OF 214.51 FEET; THENCE S 04°31'40"W A DISTANCE OF 180.53 FEET; THENCE S 04°04'11"W A DISTANCE OF 292.07 FEET; THENCE S 04°08'09"W A DISTANCE OF 211.01 FEET; THENCE S 04°07'35"W A DISTANCE OF 350.99 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 88°27'15"AN ARC DISTANCE OF 220.77 FEET; THENCE N 87°25'10"W A DISTANCE OF 263.63 FEET; THENCE S 56°31'23"W A DISTANCE OF 414.66 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 25.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 57°01'49"AN ARC DISTANCE OF 24.88 FEET; THENCE S 00°30'26"E A DISTANCE OF 645.03 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 25.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 60°47'29"AN ARC DISTANCE OF 26.53 FEET; THENCE S 61°17'55"E A DISTANCE OF 999.19 FEET; THENCE S 75°46'34"E A DISTANCE OF 12.50 FEET; THENCE N 89°49'28"E A DISTANCE OF 547.87 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 89°30'08"AN ARC DISTANCE OF 223.38 FEET; THENCE S 00°40'24"E A DISTANCE OF 287.75 FEET; THENCE S 06°26'43"W A DISTANCE OF 6.90 FEET; THENCE S 10°14'24"E A DISTANCE OF 5.14 FEET; THENCE S 00°40'24"E A DISTANCE OF 34.99 FEET; THENCE S 17°39'41"E A DISTANCE OF 45.03 FEET; THENCE S 10°14'24"E A DISTANCE OF 8.12 FEET; THENCE S 18°31'50"E A DISTANCE OF 38.07 FEET; THENCE S 17°18'30"E A DISTANCE OF 54.27 FEET; THENCE S 18°38'10"E A DISTANCE OF 47.35 FEET; PAGE 13 OF 20 THENCE S 14°55'16"E A DISTANCE OF 48.90 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 451.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 12°05'32"AN ARC DISTANCE OF 95.18 FEET; THENCE S 02°49'44"E A DISTANCE OF 324.31 FEET; THENCE S 03°28'06"E A DISTANCE OF 427.29 FEET; THENCE S 03°19'21"E A DISTANCE OF 358.83 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 116.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 66°11'47"AN ARC DISTANCE OF 134.02 FEET; THENCE S 62°52'26"W A DISTANCE OF 21.25 FEET; THENCE S 59°12'29"W A DISTANCE OF 117.08 FEET; THENCE S 50°53'09"W A DISTANCE OF 103.63 FEET; THENCE S 37°32'40"W A DISTANCE OF 72.07 FEET; THENCE S 14°11'19"W A DISTANCE OF 60.81 FEET; THENCE N 74°28'41"W A DISTANCE OF 393.03 FEET; THENCE N 18°31'20"W A DISTANCE OF 117.80 FEET; THENCE N 21°28'47"W A DISTANCE OF 85.47 FEET; THENCE N 11°00'00"W A DISTANCE OF 105.54 FEET; THENCE N 05°57'48"E A DISTANCE OF 151.51 FEET; THENCE N 06°50'00"W A DISTANCE OF 370.79 FEET; THENCE N 34°40'36"W A DISTANCE OF 456.99 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 52°57'38" W AND HAVING A RADIUS OF 28.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 43°56'52"AN ARC DISTANCE OF 21.48 FEET; THENCE S 89°44'47"W A DISTANCE OF 204.14 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHEASTERLY WHOSE RADIUS POINT BEARS N 00°27'23" W AND HAVING A RADIUS OF 142.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 53°45'39"AN ARC DISTANCE OF 133.24 FEET; THENCE N 36°53'55"W A DISTANCE OF 134.23 FEET; THENCE N 40°42'25"W A DISTANCE OF 39.74 FEET; THENCE N 36°14'22"W A DISTANCE OF 229.41 FEET; THENCE N 36°53'55"W A DISTANCE OF 663.78 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 25.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 77°05'58"AN ARC DISTANCE OF 33.64 FEET; THENCE S 66°00'07"W A DISTANCE OF 1347.27 FEET; THENCE S 60°11'58"W A DISTANCE OF 35.81 FEET; THENCE N 31°43'05"W A DISTANCE OF 38.54 FEET; THENCE N 36°09'51"W A DISTANCE OF 40.59 FEET; THENCE N 20°45'08"W A DISTANCE OF 21.76 FEET; THENCE N 29°12'25"W A DISTANCE OF 26.75 FEET; THENCE N 21°48'56"W A DISTANCE OF 51.21 FEET; THENCE N 32°54'14"W A DISTANCE OF 137.82 FEET; THENCE N 40°35'17"W A DISTANCE OF 78.60 FEET; THENCE N 68°24'48"W A DISTANCE OF 37.30 FEET; THENCE N 53°10'07"W A DISTANCE OF 32.15 FEET; THENCE N 21°13'51"E A DISTANCE OF 40.37 FEET; THENCE N 22°02'47"W A DISTANCE OF 44.59 FEET; PAGE 14 OF 20 THENCE N 07°21'32"W A DISTANCE OF 56.07 FEET; THENCE N 06°28'35"E A DISTANCE OF 66.40 FEET; THENCE N 09°56'22"E A DISTANCE OF 69.15 FEET; THENCE N 03°38'16"E A DISTANCE OF 51.88 FEET; THENCE N 07°17'28"E A DISTANCE OF 82.16 FEET; THENCE N 06°29'56"E A DISTANCE OF 74.86 FEET; THENCE N 06°07'02"E A DISTANCE OF 85.01 FEET; THENCE N 03°46'47"E A DISTANCE OF 82.82 FEET; THENCE N 05°23'36"E A DISTANCE OF 74.88 FEET; THENCE N 02°17'48"E A DISTANCE OF 105.33 FEET; THENCE N 01°38'19"E A DISTANCE OF 59.59 FEET; THENCE N 00°48'14"E A DISTANCE OF 50.18 FEET; THENCE N 02°25'45"W A DISTANCE OF 70.13 FEET; THENCE N 00°54'02"E A DISTANCE OF 73.67 FEET; THENCE N 00°51'34"W A DISTANCE OF 54.76 FEET; THENCE N 15°43'00"W A DISTANCE OF 48.82 FEET; THENCE N 13°29'58"E A DISTANCE OF 47.07 FEET; THENCE N 00°44'51"E A DISTANCE OF 55.85 FEET; THENCE N 10°39'19"E A DISTANCE OF 32.52 FEET; THENCE N 04°07'17"E A DISTANCE OF 41.62 FEET; THENCE N 12°35'16"E A DISTANCE OF 38.67 FEET; THENCE N 00°20'34"W A DISTANCE OF 38.40 FEET; THENCE N 18°05'31"E A DISTANCE OF 47.83 FEET; THENCE N 03°58'33"W A DISTANCE OF 48.95 FEET; THENCE N 19°51'27"E A DISTANCE OF 34.70 FEET; THENCE N 09°34'39"E A DISTANCE OF 34.06 FEET; THENCE N 04°50'50"W A DISTANCE OF 28.60 FEET; THENCE N 02°58'56"W A DISTANCE OF 30.74 FEET; THENCE N 44°25'19"W A DISTANCE OF 31.56 FEET; THENCE N 41°39'56"W A DISTANCE OF 33.84 FEET; THENCE N 06°02'21"E A DISTANCE OF 19.31 FEET; THENCE N 29°15'43"W A DISTANCE OF 30.89 FEET; THENCE N 50°20'45"W A DISTANCE OF 65.85 FEET; THENCE N 37°39'56"W A DISTANCE OF 20.94 FEET; THENCE S 87°18'03"W A DISTANCE OF 18.51 FEET; THENCE N 86°53'50"W A DISTANCE OF 40.70 FEET; THENCE N 57°38'19"W A DISTANCE OF 57.04 FEET; THENCE N 02°52'44"E A DISTANCE OF 160.84 FEET; THENCE N 49°42'21"W A DISTANCE OF 597.21 FEET; THENCE S 89°37'33"W A DISTANCE OF 99.83 FEET; THENCE S 89°55'08"W A DISTANCE OF 166.80 FEET; THENCE S 88°18'59"W A DISTANCE OF 113.40 FEET; THENCE S 80°55'44"W A DISTANCE OF 95.52 FEET; THENCE S 79°29'17"W A DISTANCE OF 110.57 FEET; THENCE S 76°51'49"W A DISTANCE OF 41.22 FEET; THENCE S 80°58'38"W A DISTANCE OF 97.67 FEET; THENCE S 00°15'02"E A DISTANCE OF 14.22 FEET; THENCE S 02°32'20"E A DISTANCE OF 115.00 FEET; THENCE S 01°32'34"E A DISTANCE OF 162.95 FEET; THENCE S 03°27'04"E A DISTANCE OF 258.87 FEET; THENCE S 02°19'37"E A DISTANCE OF 134.05 FEET; PAGE 15 OF 20 THENCE S 01°54'49"E A DISTANCE OF 228.80 FEET; THENCE S 12°19'49"W A DISTANCE OF 138.96 FEET; THENCE S 00°13'30"W A DISTANCE OF 106.34 FEET; THENCE S 00°57'26"E A DISTANCE OF 183.14 FEET; THENCE S 00°25'29"E A DISTANCE OF 198.17 FEET; THENCE S 00°11'39"W A DISTANCE OF 266.76 FEET; THENCE S 05°38'48"E A DISTANCE OF 224.75 FEET; THENCE S 10°06'13"W A DISTANCE OF 120.53 FEET; THENCE S 01°04'58"W A DISTANCE OF 140.82 FEET; THENCE S 03°23'55"W A DISTANCE OF 151.19 FEET; THENCE S 02°59'31"E A DISTANCE OF 119.51 FEET; THENCE S 05°46'18"E A DISTANCE OF 102.72 FEET; THENCE S 07°48'56"W A DISTANCE OF 107.22 FEET; THENCE S 04°20'54"W A DISTANCE OF 96.70 FEET; THENCE S 09°24'56"W A DISTANCE OF 46.38 FEET; THENCE S 03°07'47"W A DISTANCE OF 121.65 FEET; THENCE S 03°15'39"E A DISTANCE OF 114.46 FEET; THENCE S 01°49'39"E A DISTANCE OF 17.40 FEET; THENCE S 03°04'19"E A DISTANCE OF 174.38 FEET; THENCE S 01°30'31"W A DISTANCE OF 100.17 FEET; THENCE S 08°36'00"E A DISTANCE OF 83.03 FEET; THENCE S 13°07'39"W A DISTANCE OF 117.05 FEET; THENCE S 07°13'04"E A DISTANCE OF 111.66 FEET; THENCE S 01°39'48"W A DISTANCE OF 135.61 FEET; THENCE S 00°35'56"E A DISTANCE OF 131.33 FEET; THENCE S 00°17'42"E A DISTANCE OF 109.49 FEET; THENCE S 03°10'11"W A DISTANCE OF 110.73 FEET; THENCE S 02°09'16"W A DISTANCE OF 116.69 FEET; THENCE S 45°16'56"W A DISTANCE OF 59.99 FEET; THENCE S 74°32'54"W A DISTANCE OF 84.14 FEET; THENCE S 58°15'44"W A DISTANCE OF 118.62 FEET; THENCE S 46°16'00"W A DISTANCE OF 108.96 FEET; THENCE S 22°03'28"W A DISTANCE OF 92.32 FEET; THENCE S 10°45'07"W A DISTANCE OF 87.02 FEET; THENCE S 12°37'06"E A DISTANCE OF 71.86 FEET; THENCE S 30°30'55"E A DISTANCE OF 168.62 FEET; THENCE S 13°44'17"E A DISTANCE OF 123.28 FEET; THENCE S 01°07'55"W A DISTANCE OF 133.48 FEET; THENCE S 00°19'51"E A DISTANCE OF 99.15 FEET; THENCE S 00°08'35"W A DISTANCE OF 129.35 FEET; THENCE S 01°06'00"E A DISTANCE OF 146.15 FEET; THENCE S 01°47'41"E A DISTANCE OF 63.16 FEET; THENCE S 05°37'53"E A DISTANCE OF 63.46 FEET; THENCE S 20°54'16"E A DISTANCE OF 53.38 FEET; THENCE S 81°54'17"E A DISTANCE OF 85.94 FEET; THENCE S 68°58'44"E A DISTANCE OF 64.05 FEET; THENCE S 12°53'05"E A DISTANCE OF 103.13 FEET; THENCE S 32°06'18"E A DISTANCE OF 157.83 FEET; THENCE S 13°40'02"E A DISTANCE OF 142.14 FEET; THENCE S 13°22'03"E A DISTANCE OF 80.57 FEET; THENCE S 12°26'23"E A DISTANCE OF 81.14 FEET; PAGE 16 OF 20 THENCE S 14°13'31"E A DISTANCE OF 114.43 FEET; THENCE S 13°32'09"E A DISTANCE OF 116.39 FEET; THENCE S 13°43'01"E A DISTANCE OF 155.56 FEET; THENCE S 14°06'51"E A DISTANCE OF 125.03 FEET; THENCE S 13°27'28"E A DISTANCE OF 154.73 FEET; THENCE S 13°32'29"E A DISTANCE OF 126.98 FEET; THENCE S 13°18'51"E A DISTANCE OF 118.43 FEET; THENCE S 14°23'55"E A DISTANCE OF 137.51 FEET; THENCE S 13°28'13"E A DISTANCE OF 244.37 FEET; THENCE S 13°32'53"E A DISTANCE OF 183.37 FEET; THENCE S 13°56'07"E A DISTANCE OF 117.94 FEET; THENCE S 12°49'58"E A DISTANCE OF 203.67 FEET; THENCE S 13°31'17"E A DISTANCE OF 236.60 FEET; THENCE S 13°40'36"E A DISTANCE OF 284.65 FEET; THENCE S 13°53'05"E A DISTANCE OF 308.95 FEET; THENCE S 13°33'29"E A DISTANCE OF 222.65 FEET; THENCE S 13°16'55"E A DISTANCE OF 220.95 FEET; THENCE S 15°40'16"E A DISTANCE OF 103.69 FEET; THENCE N 78°54'42"E A DISTANCE OF 48.08 FEET; THENCE N 75°28'19"E A DISTANCE OF 203.67 FEET; THENCE N 75°27'39"E A DISTANCE OF 133.74 FEET; THENCE N 75°29'53"E A DISTANCE OF 244.51 FEET; THENCE N 75°11'30"E A DISTANCE OF 177.24 FEET; THENCE S 27°22'24"E A DISTANCE OF 27.74 FEET; THENCE N 75°47'16"E A DISTANCE OF 50.04 FEET; THENCE N 82°37'09"E A DISTANCE OF 35.65 FEET; THENCE N 78°49'32"E A DISTANCE OF 63.59 FEET; THENCE N 77°20'56"E A DISTANCE OF 55.23 FEET; THENCE N 73°27'58"E A DISTANCE OF 83.41 FEET; THENCE N 74°13'53"E A DISTANCE OF 81.57 FEET; THENCE N 82°21'17"E A DISTANCE OF 38.21 FEET; THENCE N 01°48'52"E A DISTANCE OF 38.59 FEET; THENCE N 75°26'49"E A DISTANCE OF 156.74 FEET; THENCE N 75°30'50"E A DISTANCE OF 227.21 FEET; THENCE N 75°17'29"E A DISTANCE OF 184.50 FEET; THENCE N 75°36'35"E A DISTANCE OF 136.26 FEET; THENCE N 13°17'28"W A DISTANCE OF 2405.14 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°10'25"AN ARC DISTANCE OF 225.06 FEET; THENCE N 76°52'57"E A DISTANCE OF 1105.19 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 84°16'05"AN ARC DISTANCE OF 210.32 FEET; THENCE S 24°05'33"E A DISTANCE OF 13.04 FEET; THENCE S 09°04'19"E A DISTANCE OF 42.60 FEET; THENCE S 08°08'36"E A DISTANCE OF 50.76 FEET; THENCE S 02°28'55"E A DISTANCE OF 55.20 FEET; THENCE S 07°32'36"E A DISTANCE OF 63.70 FEET; THENCE S 03°31'36"E A DISTANCE OF 53.70 FEET; THENCE S 07°07'02"E A DISTANCE OF 52.33 FEET; PAGE 17 OF 20 THENCE S 01°38'55"E A DISTANCE OF 50.60 FEET; THENCE S 05°59'11"W A DISTANCE OF 30.09 FEET; THENCE S 11°09'44"E A DISTANCE OF 61.38 FEET; THENCE S 10°56'48"E A DISTANCE OF 67.00 FEET; THENCE S 24°50'18"W A DISTANCE OF 29.34 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 89°09'03"W AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 15°29'26"AN ARC DISTANCE OF 38.66 FEET; THENCE S 14°38'29"W A DISTANCE OF 263.30 FEET; THENCE S 15°05'58"W A DISTANCE OF 40.43 FEET; THENCE S 00°22'20"E A DISTANCE OF 36.09 FEET; THENCE S 25°28'54"E A DISTANCE OF 12.14 FEET; THENCE S 12°52'31"E A DISTANCE OF 23.20 FEET; THENCE S 11°22'20"E A DISTANCE OF 40.94 FEET; THENCE S 25°58'09"E A DISTANCE OF 35.12 FEET; THENCE S 12°22'02"E A DISTANCE OF 88.08 FEET; THENCE S 27°11'49"E A DISTANCE OF 47.72 FEET; THENCE S 08°54'23"E A DISTANCE OF 23.56 FEET; THENCE S 13°04'05"E A DISTANCE OF 50.15 FEET; THENCE S 12°21'03"E A DISTANCE OF 42.36 FEET; THENCE S 13°50'10"E A DISTANCE OF 69.53 FEET; THENCE S 14°06'26"E A DISTANCE OF 50.91 FEET; THENCE S 12°56'O1"E A DISTANCE OF 226.79 FEET; THENCE S 23°25'59"E A DISTANCE OF 65.95 FEET; THENCE S 13°05'58"E A DISTANCE OF 74.88 FEET; THENCE S 19°56'02"E A DISTANCE OF 39.16 FEET; THENCE S 18°26'12"E A DISTANCE OF 81.19 FEET; THENCE S 09°26'34"E A DISTANCE OF 63.58 FEET; THENCE S 14°24'58"E A DISTANCE OF 49.28 FEET; THENCE S 13°31'43"E A DISTANCE OF 79.63 FEET; THENCE S 12°38'17"E A DISTANCE OF 54.03 FEET; THENCE S 16°42'31"E A DISTANCE OF 64.93 FEET; THENCE S 13°23'52"E A DISTANCE OF 49.49 FEET; THENCE S 15°58'47"E A DISTANCE OF 60.52 FEET; THENCE S 12°07'44"E A DISTANCE OF 44.49 FEET; THENCE S 16°29'40"E A DISTANCE OF 56.83 FEET; THENCE S 19°13'22"E A DISTANCE OF 84.72 FEET; THENCE S 11°28'02"E A DISTANCE OF 65.80 FEET; THENCE S 14°19'45"E A DISTANCE OF 73.35 FEET; THENCE S 14°38'09"E A DISTANCE OF 74.83 FEET; THENCE S 14°13'10"E A DISTANCE OF 67.12 FEET; THENCE S 18°23'40"E A DISTANCE OF 78.51 FEET; THENCE S 11°27'34"E A DISTANCE OF 76.18 FEET; THENCE S 13°43'27"E A DISTANCE OF 78.55 FEET; THENCE S 13°57'22"E A DISTANCE OF 66.50 FEET; THENCE S 10°03'07"E A DISTANCE OF 104.12 FEET; THENCE S 13°15'35"E A DISTANCE OF 112.13 FEET; THENCE N 82°38'54"E A DISTANCE OF 21.21 FEET; THENCE S 12°34'09"E A DISTANCE OF 55.35 FEET; THENCE S 67°29'40"W A DISTANCE OF 66.71 FEET; PAGE 18 OF 20 THENCE S 76°06'58"W A DISTANCE OF 110.47 FEET; THENCE S 74°42'06"W A DISTANCE OF 88.60 FEET; THENCE S 79°58'45"W A DISTANCE OF 100.97 FEET; THENCE S 77°15'49"W A DISTANCE OF 144.49 FEET; THENCE S 75°05'02"W A DISTANCE OF 171.90 FEET; THENCE S 79°03'25"W A DISTANCE OF 87.70 FEET; THENCE S 75°35'47"W A DISTANCE OF 234.26 FEET; THENCE S 73°21'58"W A DISTANCE OF 67.19 FEET; THENCE S 83°03'23"W A DISTANCE OF 94.50 FEET; THENCE N 21°37'15"W A DISTANCE OF 8.91 FEET; THENCE N 50°09'26"W A DISTANCE OF 48.41 FEET; THENCE S 53°06'48"W A DISTANCE OF 36.67 FEET; THENCE S 40°33'45"W A DISTANCE OF 36.67 FEET; THENCE S 76°21'09"W A DISTANCE OF 1142.36 FEET; THENCE S 07°11'43"W A DISTANCE OF 30.26 FEET; THENCE S 45°41'31"W A DISTANCE OF 86.40 FEET; THENCE S 38°24'30"W A DISTANCE OF 74.31 FEET; THENCE S 23°53'52"W A DISTANCE OF 68.04 FEET; THENCE S 19°00'46"W A DISTANCE OF 75.66 FEET; THENCE S 06°46'05"W A DISTANCE OF 109.79 FEET; THENCE S 00°40'52"E A DISTANCE OF 79.53 FEET; THENCE S 01°14'39"W A DISTANCE OF 115.41 FEET; THENCE S 19°20'52"W A DISTANCE OF 64.50 FEET; THENCE S 86°23'57"W A DISTANCE OF 68.95 FEET; THENCE S 81°29'04"W A DISTANCE OF 390.02 FEET; THENCE S 12°44'47"E A DISTANCE OF 154.92 FEET; THENCE S 15°12'49"E A DISTANCE OF 159.10 FEET; THENCE S 15°33'46"E A DISTANCE OF 241.41 FEET; THENCE S 09°50'32"E A DISTANCE OF 169.78 FEET; THENCE S 12°54'26"E A DISTANCE OF 140.03 FEET; THENCE S 20°27'43"W A DISTANCE OF 41.00 FEET; THENCE S 66°58'09"W A DISTANCE OF 32.13 FEET; THENCE S 83°46'58"W A DISTANCE OF 132.59 FEET; THENCE S 83°47'24"W A DISTANCE OF 132.37 FEET; THENCE S 86°31'48"W A DISTANCE OF 155.77 FEET; THENCE S 84°46'57"W A DISTANCE OF 129.69 FEET; THENCE S 86°34'27"W A DISTANCE OF 147.14 FEET; THENCE S 85°06'14"W A DISTANCE OF 134.31 FEET; THENCE S 84°20'38"W A DISTANCE OF 108.99 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE EASTERLY WHOSE RADIUS POINT BEARS N 75°02'51"E AND HAVING A RADIUS OF 2800.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°03'04"AN ARC DISTANCE OF 51.37 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF AFORESAID SECTION 3; THENCE N 13°54'05"W ALONG SAID PARALLEL LINE A DISTANCE OF 538.79 FEET; THENCE N 13°53'49"W ALONG SAID PARALLEL LINE A DISTANCE OF 2640.03 FEET; THENCE N 13°54'12"W ALONG SAID PARALLEL LINE A DISTANCE OF 2601.00 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 3100.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 13°38'34"AN ARC DISTANCE OF 738.14 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY PAGE 19 OF 20 FROM AND PARALLEL WITH THE WEST LINE OF THE SOUTHWEST QUARTER OF AFORESAID SECTION 34; THENCE N 00°15'38"W ALONG SAID PARALLEL LINE A DISTANCE OF 2358.37 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 34; THENCE N 00°15'41"W ALONG SAID PARALLEL LINE A DISTANCE OF 2754.21 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF THE SOUTHWEST QUARTER OF AFORESAID SECTION 27; THENCE N 00°15'45"W ALONG SAID PARALLEL LINE A DISTANCE OF 2757.14 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 1,245.15 ACRES. REFERENCE ABB DRAWING#12904-SD PAGE 20 OF 20 TOWN OF BIG CYPRESS SRA DEVELOPMENT DOCUMENT Tarpon Blue CE Management, LLC. 999 Vanderbilt Beach Road, Suite 507 Naples, FL 34108 The Town of Big Cypress Professional Consulting Team includes: Agnoli, Barber& Brundage (ABB)—Engineering Coleman Yovanovich& Koester—Legal Counsel Development Planning & Financing Group (DPFG)—Fiscal Analysis Hole Montes, Inc.—Planning and Permitting Passarella&Assoc., Inc. (PAI)—Environmental Permitting Trebilcock Consulting Solutions, Inc.—Transportation CCPC DATE BCC DATE Page 1 of 123 TABLE OF CONTENTS Page I. OVERVIEW 4 II. TOWN LAND USE MINIMUMS AND MAXIMUMS 4 III. SRA STATEMENT OF COMPLIANCE/SUITABLITY CRITERIA 5 IV. REQUIRED PERIMETER BUFFERS 6 V. CONTEXT ZONES 7 5.1 Neighborhood General 7 5.2 Town Center 11 5.3 Town Core 14 5.4 Business Park—Industrial 16 5.5 Affordable Housing 19 VI. EXCAVATIONS 21 VII PROJECT ENTRY SIGNS 21 VIII. DEVIATIONS 21 8.1 Deviations from Neighborhood General Standards 21 8.2 Town Center Standards 21 8.3 Town Core Standards 22 8.4 Transportation Standards 22 8.5 Sign Standards 22 8.6 Landscape Standards 22 8.7 Other Deviations 23 IX OWNER/DEVELOPER COMMITMENTS 24 9.1 Planning 24 9.2 Environmental 25 9.3 Transportation 26 9.4 Parks and Recreation 28 9.5 Schools 28 9.6 Affordable Housing 29 Page 2 of 31 H:\2021\2021078\WP\SRA\4-14-2023\Town of Big Cypress SRA Document(PL-20210001496)(4-14-2023).docx Page 2 of 123 EXHIBITS Exhibit A—Sheet 1: SRA Master Plan (Color) Exhibit A—Sheet 2: SRA Master Plan(Black& White) Exhibit A—Sheet 3: SRA Mobility Plan Exhibit A—Sheet 4: SRA Master Plan with Deviations Exhibit A—Sheet 5: SRA Master Plan with Deviation Descriptions Exhibit A—Sheet 6: Typical Road&ROW Cross Section(Main Blvd.) Exhibit A—Sheet 7: Main Spine Road Cross Section Exhibit A—Sheet 8: Typical Road and ROW Cross Section(Local Streets) Exhibit A—Sheet 9: Typical Round-A-Bout-Plan View Exhibit B—Sheets 1-20: Sketch and Legal Descriptions of Tracts 1, 2 & 3 Exhibit C—Sheet 1: Legal Descriptions for School Sites A& B Exhibit D—Sheet 1: Location Map Exhibit E—Sheets 1-19: Property Ownership/Statement of Unified Ownership Exhibit F—Sheet 1-42: Natural Resource Index Page 3 of 31 H:\2021\2021078\WP\SRA\4-14-2023\Town of Big Cypress SRA Document(PL-20210001496)(4-14-2023) docx Page 3 of 123 I. OVERVIEW The Town of Big Cypress Stewardship Receiving Area (SRA) is located in eastern Collier County in portions of Sections 3, 14, 22, 23, 26, 27, 34 and 35,Township 48 South, and Range 28 East. The Town of Big Cypress SRA ("Town") contains a total of 1,544.46 ± acres. The Town consists of the currently approved Longwater Village SRA (999.81 acres) and an additional 544.65 acres, as depicted on the SRA Master Plan. The Town is located north and south of Oil Well Road, west of the intersection of Oil Well Grade Road and Oil Well Road. In accordance with the RLSA Overlay definition, the Town is the largest and most diverse form of SRA, with a full range of housing types and mix of uses. The SRA is designed to encourage pedestrian/bicycle circulation via an interconnected sidewalk and pathway system including bike lanes on the spine road, serving the entire Town and with an interconnected system of streets, dispersing and reducing both the number and length of vehicle trips. II. TOWN LAND USE MINIMUMS AND MAXIMUMS The Town Agreement (OR5991 PG2134), between Collier Land Holdings, LTD and CDC Land Investments, LLC, and the Board of County Commissioners of Collier County, was approved on June 8, 2021. The SRA land uses and acreages are as follows: Land Use Category Minimum Maximum6 Commercial/Light Industrial' 753,440 1,390,000 SF Civic2 66,480 SF 86,000 SF Residential3 2,427 DU 4,432 DU Affordable Housing Acreage4 88.21 Acres N/A Affordable Housing Density4 882 DU N/A Community Park5 44.45 Acres N/A Elementary School Site? 27.93 Acres N/A I The minimum required 753,440 SF of Commercial area is derived by multiplying 170 SF by 4,432 dwelling units (maximum number of dwelling units),as required by the RLSA Overlay Attachment C.The maximum 1,390,000 SF of Commercial/Light Industrial is the sum of office/retail/employment, and light industrial SF identified in the Town Agreement,plus 80,000 square feet of commercial area in the Town Center(previously approved in Longwater Village Center). 2 The minimum required 66,480 SF of Civic Uses is derived by multiplying 15 SF by 4,432 dwelling units,as required by the RLSA Overlay Attachment C. The Maximum SF of Civic area is derived by adding the 60,000 SF identified in the Town Agreement to the 26,000 SF approved in the Longwater Village SRA. 3 The minimum required number of Residential Dwelling Units (DUs) is the sum of 1 DU per gross acre of the SRA (1,544.46 acres)plus 882 Affordable Housing DUs identified in Town Agreement.The maximum number of Residential (4,432 DUs)includes the 2,600 DUs(Longwater Village)plus 882 Affordable Housing DUs and 500 single family DUs identified in the Town agreement,plus an additional 450 DUs.The minimum required 2,427 DUs yields a gross density of 1.57 DUs per acre.The maximum 4,432 DUs yields a density of 2.87 DUs per gross acre.This minimum and maximum density is within the density range set forth in RLSA Overlay Attachment C,Stewardship Receiving Area Characteristics which provides for a density range of 1 to 4 DUs per gross acre for Towns. The minimum number of DUs and acreage for Affordable Housing is derived from the Town Agreement,consistent with RLSA Overlay Policy 4.7.5. 5 The Community Park acreage is derived by multiplying the total number of DUs approved in Rivergrass Village SRA (2,500 DUs),Bellmar Village SRA(2,750 DUs)and the maximum DUs for Town of Big Cypress SRA(4,432 DU)by 200 SF,as provided for in the Town Agreement and consistent with RLSA Overlay Policy 4.7.1. 6 The overall maximum density and intensity is subject to the Trip Cap established within Section 9.3.A. Transportation Developer/Owner Commitments of this SRA Document. Page 4 of 31 H:\2021\2021078\WP\SRA\4-14-2023\Town of Big Cypress SRA Document(PL-20210001496)(4-14-2023).docx Page 4 of 123 The Town Agreement requires an elementary school and a separate agreement with the District School Board of Collier County, requires two (2) School sites. The public elementary school site (27.93 acres) is located within the Town, as depicted on the SRA master plan.The public middle and/or high school site(+/-88.31 acres)is located proximate to,but not within the SRA boundary. III. SRA STATEMENT OF SUITABILITY CRITERIA PER LDC SECTION 4.08.07, PARAGRAPHS A,B,and C AND RLSA OVERLAY ATTACHMENT C 1. The SRA contains 1,544.46±acres. 2. The SRA includes 4 acres of lands with a Natural Resource Index (NRI) greater than 1.2, which will remain in a natural vegetated state. 3. The Town SRA does not include,nor is it adjacent to, any lands designated Flowway Stewardship Area (FSA) or Habitat Stewardship Area (HSA). The Town does not include lands designated Water Retention Area(WRA). Along the eastern boundary of the Town,there is a perimeter lake system, designed for stormwater management purposes, and as a deterrent to wildlife. Portions of the lake system, outside of the Town boundary, are designated WRA. These lakes are within the boundaries of SSA 17 in various locations. 4. The SRA does not include any lands within the Area of Critical State Concern(ACSC)Overlay. 5. The required minimum Open Space (35%) is 540.56± acres. The SRA master plan provides for 716.06±acres of Open Space(46.36±percent), 175.5 acres above the RLSA 35% requirement. 6. The SRA is designed to encourage pedestrian and bicycle circulation by including an interconnected sidewalk and pathway system serving all residential neighborhoods, including bike lanes on the spine road, with connecting pedestrian paths. 7. The SRA provides interconnecting roadways with the Rivergrass Village SRA and with Bellmar Village SRA. 8. The SRA provides parks within and accessible by neighborhoods. 9. The SRA contains five Context Zones (as a minimum of three are required for the Town form of SRA):Neighborhood General,Town Core,Town Center,Business Park,and Affordable Housing. 10. The SRA allows for a minimum of 2,427 residential DUs and a maximum of 4,432 DUs. The minimum required 2,427 DUs yields a gross density of 1.57 DUs per acre. The maximum 4,432 DUs yields a density of 2.87 DUs per gross acre. This minimum and maximum density is within the density range set forth in RLSA Overlay Attachment C, Stewardship Receiving Area Characteristics which provides for a density range of 1 -4 DUs per gross acre for Towns. 11. In compliance with the requirement to provide a diversity of housing types within a Town, a minimum of 10% of units shall be multi-family, based upon the Land Development Code (LDC) definition of Multifamily Dwelling(a group of 3 or more dwelling units within a single building), a minimum of 10%of the units shall be single family detached,and a minimum of 10%of the units shall be single family attached or villas. Additionally,the SRA allows for horizontal multi-family dwellings, as defined in footnote 8 of Section 5.1.2.A. Required Minimum Yards and Maximum Building Heights-Table 1 of this SRA Document. 12. The SRA provides approximately 44.45±acres of community park area, as depicted on the Master Plan. This meets the Town Agreement requirement to provide 200 square feet of community park area per dwelling unit, inclusive of the dwelling units within Bellmar Village, Rivergrass Village and the Town of Big Cypress (200 SF x 9,682 D/U = 44.45 acres). The SRA also includes an additional 13.82±acres of neighborhood parks,9.52+acres of park preserves,and 23.40±acres for amenity centers, as depicted on the Master Plan. 13. The SRA provides a minimum of 88.21 acres for affordable housing. 14. The SRA provides a 27.93 acre site for a public school. Page 5 of 31 H:\2021\2021078\WP\SRA\4-14-2023\Town of Big Cypress SRA Document(PL-20210001496)(4-14-2023).docx Page 5 of 123 15. The SRA has direct access to Oil Well Road,which is classified as an arterial road. The SRA will also have direct access to the future Big Cypress Parkway, which will be designed as an arterial roadway. 16. The SRA is consistent with the standards set forth in the RLSA Overlay Attachment C,applicable to Towns. 17. The total acreage requiring stewardship credits is 1,579.77 acres. This is calculated as follows: Total SRA Acreage 1,544.46 Acres Public Benefit Use Acreages - 116.14 Acres Subtotal 1,428.32 Acres WRA Lakes External to SRA Boundary +151.45 Acres Total 1,579.77 Acres Public benefit uses include 88.21 acres for affordable housing, and 27.93 acres for a public school site. At the required 10 Stewardship Credits per acre, 15,797.8 Stewardship Credits are required to entitle the SRA. 18. The Town will be served by the Collier County Water and Sewer District. 19. The proposed schedule of development within the Town SRA, is as follows: a. Anticipated timeframe for receipt of required jurisdictional agency permits (or permit modifications) and date of commencement of residential development: two years from approval of this SRA. b. Anticipated sequence of residential development: 250 units per year commencing after receipt of federal, state, and local permits. c. Anticipated timeframe for commencement of minimum required neighborhood retail and office uses: 8 years from date of approval of this SRA. d. Anticipated project completion date: 20 years from date of approval of this SRA. IV. REQUIRED PERIMETER LANDSCAPE BUFFERS' Adjacent to Oil Well Road,Oil Well Grade Minimum 25'wide Type D Buffer per LDC Section 4.06.02.C.4.2 Road,and future Big Cypress Parkway. All other Perimeter Buffers Adjacent to Preserve or No Buffer Required(except as required by the South Florida Water Management SSA District) Adjacent to AG (Agriculture)as shown on Minimum 10' wide Type"A"buffer per LDC Section 4.06.02.C.1. the Master Plan Table 1: Town Perimeter Landscape Buffer Requirements At the developer's discretion,a 10-foot-wide pathway may be located within required perimeter landscape buffers 25' or greater in width,provided the required plantings are located between the property line and the pathway.However,in such cases,the buffer width shall be increased by 5 feet above the minimum required width.A 10-foot-wide pathway may also be located within perimeter buffers that are less than 25' in width,however, in such cases, the buffer width shall be increased in width by 10 feet above the minimum required width. 2 The required 25' wide Type D perimeter buffer along Oil Well Road,Oil Well Grade Road,and future Big Cypress Parkway may include a 10'wide underground utility easement adjacent to the respective roadway.The 10'wide underground utility easement shall be sodded,and all required buffer plantings shall then be located outside of the underground utility easement within remaining 15'of the 25'wide perimeter buffer. Page 6 of 31 H:\2021\2021078\WP\SRA\4-14-2023\Town of Big Cypress SRA Document(PL-20210001496)(4-14-2023).docx Page 6 of 123 V. CONTEXT ZONES The Town contains five distinct Context Zones:Neighborhood General,Affordable Housing, Town Core, Town Center, and Business Park. 5.1 Neighborhood General Context Zone The Neighborhood General Context Zone includes approximately 1,234.64+ acres of land. The Neighborhood General zone is predominately residential with a mix of single and multi-family housing. The Neighborhood General Context Zone also includes one 3.12 acre tract for goods and services and civic uses,one 27.93 acre elementary school tract,one 5.32 acre utility site,and parks,amenity centers and open space. The interconnected street pattern is maintained throughout the Neighborhood General designation to facilitate traffic movement. Sidewalks, a multi-use pathway, and a walkable streetscape support the pedestrian oriented environment. 5.1.1 Allowable Uses and Structures 5.1.1.A.Permitted Uses and Structures2: 1) Single-Family dwelling units. 2) Multi-family dwelling units are located within '/2 mile of the Town Center, Town Core or the commercial area in the Neighborhood General Context Zone, as depicted on the Master Plan. 3) Senior/Group Housing,including but not limited to Adult Living Facilities(ALF),Independent Living Facilities(ILF), and Continuing Care Retirement Communities(CCRC), not to exceed 300 units in this SRA, subject to Florida statutes and the applicable provisions of LDC Section 5.05.04 - Group Housing, located within '/2 mile of the Town Center, Town Core, or the Commercial area of the Neighborhood General Context Zone. 4) Within the commercial area of the Neighborhood General Context Zone, as depicted on the Master Plan - any permitted use listed in Section 5.2.1.A. II.-Town Center Permitted Uses of this SRA Document. Such uses shall be subject to the development standards for Non- Residential and Mixed-Use Buildings set forth under Section 5.2.2.2.A.,Table 2:Town Center - Required Minimum Yards Maximum Building Height. 5) Neighborhood General-Amenity center, limited to a maximum 30,000 square feet for the use and the site, for residents and guests, which may include clubhouses, fitness facilities,and typical recreational uses, including swimming pools,tennis courts, pickle ball courts, dog parks, and similar facilities. 6) Utility facilities for water/wastewater, subject to the applicable standards set forth in Section 5.05.12 of the LDC. 5.1.1.B.Accessory Uses and Structures: 1) Typical accessory uses and structures incidental to residential development including walls, fences, gazebos, swimming pools, screen enclosures, public utility ancillary systems (subject to the applicable standards set forth in Section 5.05.12 of the LDC), chickee huts, air conditioning units, satellite antennas, and similar uses and structures. 2) Model homes, sales centers and other temporary uses are permitted throughout Neighborhood General as provided for in LDC Section 5.04.00, and in this SRA Document. 2 Note:Existing agricultural operations may continue on an interim basis until a Site Development Plan or Subdivision Plat,as the case may be,is approved for a particular parcel. Page 7 of 31 H:\2021\2021078\WP\SRA\4-14-2023\Town of Big Cypress SRA Document(PL-2021000I496)(4-14-2023).docx Page 7 of 123 3) Neighborhood recreation areas limited to a maximum of 4.0 acres and a maximum of 15,000 square feet of building area. Neighborhood recreation areas may include swimming pools, tennis courts,pickle ball courts, and similar neighborhood recreation facilities. 4) Passive parks, limited to landscaped or natural areas and may include hardscape pathways or seating areas, benches, shade structures such as gazebos or pavilions, docks, or piers. 5) Within the commercial area of the Neighborhood General Context Zone, uses accessory to commercial neighborhood scaled retail and office and civic,government,and institutional uses shall be as set forth in Section 5.2.1.B 2)and 3)of this SRA Document. Page 8 of 31 H:\2021\2021078\WP\SRA\4-14-2023\Town of Big Cypress SRA Document(PL-20210001496)(4-14-2023).docx Page 8 of 123 5.1.2 Neighborhood General Development and Design Standards 5.1.2.A.Required Minimum Yards'&Maximum Building Heights: SINGLE AND TWO FAMILY MULTI-FAMILY CLUBHOUSES/RECREA TION AND FITNESS FACILTIES PER 5.1.1.A. DEVELOPMENT SINGLE ZERO LOT STANDARDS SINGLE FAMILY HORIZONTAL LINE& ALF,ILF,CCRC (5); FAMILY MULTI- &OTHER NEIGHBORHOOD DETACHED ATTACHED& FAMILY8 TOWNHOMES MULTI-FAMILY6 RECREATION AREAS TWO-FAMILY PER 5.1.1.B.(3)and(4) PRINCIPAL STRUCTURES MIN.LOT AREA 5,000 S.F./ 2,800 S.F./ 2,800 S.F./ 2,500 20,000 S.F./LOT N/A UNIT UNIT UNIT S.F./UNIT MIN.LOT 40' 30' N/A 20'/UNIT 100' N/A WIDTH MIN.FLOOR 1,200 SF 1,200 S.F./UNIT 850 S.F./UNIT 1,200 700 S.F./UNIT7 N/A AREA S.F./UNIT 0.45(only applies FLOOR AREA N/A N/A N/A N/A to ALF,ILF, N/A RATIO CCRC) MIN.FRONT 22' 22' 20'9 22' 20' 20' YARD2 MIN.SIDE 5' 0 OR 5' 5' 0 or 5' 10' 10' YARDS MIN. Y REAR 10' 10' 20'9 15' 20' 10' YARD MIN.LAKE 20' 20' 20' 20' 20' 20' SETBACK' MIN.DISTANCE 15'OR Y2 SUM of BETWEEN 10' 10' 10' 10' BH for Structures 10' STRUCTURES Exceeding 35'BH MAX.BUILDING HEIGHT- 35' 35' 35' 35' 3.5 Stories NTE 50' 3.5 Stories NTE 50' ZONED MAX.BUILDING HEIGHT- 42' 42' 42' 42' 62' 62' ACTUAL ACCESSORY STRUCTURES MIN.FRONT SPS SPS SPS SPS SPS SPS YARD MIN.SIDE YARD SPS SPS SPS SPS SPS 10' MIN.REAR 5' 5' 5'9 5' 5' 5' YARD MIN.LAKE 10' 10' 5' 5' 5' 5' SETBACK' MAX.HEIGHT ZONED& SPS SPS 42' SPS 42' SPS ACTUAL Table 1:Neighborhood General-Required Minimum Yards and Maximum Building Height S.P.S.=same as for principal structure;NTE=not to exceed;S.F.=square feet;BH=building height;N/A=not applicable Footnotes: 1. Setbacks from Park Preserves,as shown on master plan,shall be as set forth in LDC Section 3.05.07.H.3. 2. Front yards shall be measured as follows: — If the parcel has frontage on two streets(corner lot),the frontage providing vehicular access to the unit shall be considered the front yard. The setback along the other frontage shall be a minimum of 10'. — In no case shall the setback be less than 23 feet from the edge of an adjacent sidewalk,except in the case of side-loaded garages where the garage is designed in such a way that a vehicle can be parked in the driveway without conflicting with,or encroaching upon,the adjacent sidewalk. 3. 5'minimum side setbacks for single-family attached,two-family,must be accompanied by another 5'minimum side setback on adjoining lot to achieve minimum 10'separation. Page 9 of 31 H:\2021\202I078\WP\SRA\4-14-2023\Town of Big Cypress SRA Document(PL-20210001496)(4-14-2023).docx Page 9 of 123 4. Lake setback is measured from lake maintenance easement.The required 20'lake maintenance easement shall be provided in a separate platted tract for single-family,two-family and townhome developments submitted as a PPL.Properties that abut a Lake or Open Space tract may reduce the rear setback for principal and accessory structures to 0'. 5. Zero Lot Line and Townhome Development means 3 or more attached units,typically one or 2 stories in height. 6. Other Multi-family means 3 or more units in one building other than Zero Lot Line or Townhome Development,typically more than 2 stories in height. 7. Minimum floor area is not applicable to ALF,ILF,or CCRC units.Minimum floor area per unit for multi-family dwellings shall be 550 square feet. 8. Horizontal Multifamily is defined as single-family housing units built within a single development tract. Similar to typical multifamily,a Horizontal Multifamily project includes common infrastructure, parking, amenities, stormwater management system, and open space. Unlike traditional multifamily buildings,the units are standalone buildings,without other units above or below.Horizontal multifamily projects may include attached villas(two units with a common wall).Horizontal multifamily developments are not required to be platted and shall be reviewed through the Site Development Process(LDC Section 10.02.03).As is the case with typical multifamily,setbacks are applied from the development tract boundaries. 9. Measured from the development tract boundary. Page 10 of 31 H:\2021\2021078\WP\SRA\4-14-2023\Town of Big Cypress SRA Document(PL-20210001496)(4-14-2023).docx Page 10 of 123 5.2 Town Center Context Zone The Town Center Context Zone includes 20.93+ acres of land. The Town Center shall provide a wide range of uses including community, daily goods and services, and culture and entertainment. Like the Town Core, the Town Center is designed at a human scale to support a pedestrian oriented environment. Buildings shall be positioned near the right-of-way line;wide sidewalks shall be shaded by street trees and architectural elements. 5.2.1.Town Center Uses and Structures 5.2.1.A.Permitted Uses I. Multi-Family Dwelling Units subject to the applicable development standards set forth in Paragraph 5.1.2.A,Table 1.; and, II. The following uses, as identified with a number from the Standard Industrial Classification Manual(1987), or as otherwise provided for within this section, are permitted by right, or as accessory uses within the Town Center. 1) Accounting and Bookkeeping services(8721). 2) Amusements and recreation services(7999 indoor only). 3) Apparel and accessory stores(5611 - 5699). 4) Auto and home supply stores(5531). 5) Banks, credit unions and trusts(6011 - 6099). 6) Barber shops(7241,except for barber schools). 7) Beauty shops(7231, except for beauty schools). 8) Bowling centers(7933). 9) Carwashes (7542) provided that carwashes abutting residential zoning districts shall be subject to LDC section 5.05.11. 10)Child day care services(8351). 11)Churches. 12)Civic, social and fraternal associations(8641). 13)Coin operated amusement devices(7993). 14)Commercial art and graphic design(7336). 15)Commercial photography(7335). 16)Computer and computer software stores(5734). 17)Dry cleaning plants(7216,nonindustrial dry cleaning only). 18)Drug stores(5912). 19)Eating places (5812 only). All establishments engaged in the retail sale of alcoholic beverages for on-premise consumption are subject to locational requirements of LDC section 5.05.01. 15)Engineering,Architectural and Surveying Services(8711-8713) 20)Essential services, subject to LDC Section 2.01.03. 21)Federal and federally sponsored credit agencies(6111). 22)Food stores(groups 5411 - 5499). 23)Garment pressing, and agents for laundries and drycleaners(7212). 24)Gasoline service stations(5541, subject to LDC Section 5.05.05). 25)General merchandise stores(5331 - 5399). 26)Group care facilities (category I and II, except for homeless shelters); care units, except for homeless shelters; nursing homes; assisted living facilities pursuant to applicable Florida Page 11 of 31 H:\2021\2021078\WP\SRA\4-14-2023\Town of Big Cypress SRA Document(PL-20210001496)(4-14-2023).docx Page 11 of 123 Statutes; and continuing care retirement communities pursuant to applicable Florida Statutes; all subject to Section 5.05.04 of the LDC. 27)Hardware stores(5251). 28)Health services, offices and clinics(8011 - 8049, 8071, 8082, 8092, and 8099). 29)Household appliance stores(5722). 30)Insurance carriers, agents and brokers(6311 - 6399,6411). 31)Landscape architects,consulting and planning(0781). 32)Legal services(8111). 33)Libraries(8231). 34)Mortgage bankers and loan correspondents(6162). 35)Motion picture theaters(7832—except drive-in). 36)Museums and art galleries(8412). 37)Musical instrument stores(5736). 38)Paint stores(5231). 39)Passenger Car Rental(7514) 40)Personal services,miscellaneous(7299-babysitting bureaus,clothing rental,costume rental, dating service, debt counseling, depilatory salons, diet workshops, dress suit rental, electrolysis(hair removal), and genealogical investigation service only). 41)Photographic studios, portrait(7221). 42)Physical fitness facilities(7991; 7911, except discotheques). 43)Public Safety Facilities and other governmental services including, but not limited to, fire, emergency management and law enforcement facilities, and public libraries (8231, 9221, 9222, 9224, 9229, 9111, 9121, 9131, 9199). 44)Real Estate(6531 - 6552). 45)Retail Nurseries, Lawn and Garden Supply Stores(5261). 46)Retail services-miscellaneous(5921 -5963 except pawnshops and building materials,5992- 5999, except auction rooms, awning shops, gravestones, hot tubs, monuments, swimming pools,tombstones and whirlpool baths). 47)Elementary and Secondary Schools, Colleges, Universities, Professional Schools and Technical Institutes, public or private(8211, 8221-8222) 48)Security/commodity brokers(6211 and 6282). 49) Shoe repair shops and shoeshine parlors (7251). 50)Tax return preparation services(7291). 51)Travel agencies(4724, no other transportation services). 52)United State Postal Service(4311, except major distribution center). 53)Veterinary services(0742, excluding outdoor kenneling). 54)Any other use which is comparable and compatible in nature with foregoing list of permitted uses, is considered to be a neighborhood scale commercial, office, or civic, governmental, or institutional uses, as determined by the Hearing Examiner or BZA, pursuant to the applicable procedures set forth in LDC Section 10.02.06 K. 5.2.1.B.Accessory Uses 1) Accessory uses to residential multi-family development subject to the applicable development standards set forth in Section 5.1.2.A, Table 1 — Neighborhood General Required Minimum Yards and Maximum Building Height. 2) Uses and structures that are accessory and incidental to the permitted neighborhood-scale commercial and office uses, and civic, governmental, and institutional uses above. 3) Parking structures detached or attached, not to exceed 35 feet in Actual height. Page 12 of 31 H:\2021\2021078\WP\SRA\4-14-2023\Town of Big Cypress SRA Document(PL-20210001496)(4-14-2023).docx Page 12 of 123 5.2.2.Town Center Development and Design Standards 5.2.2.A.Required Minimum Yards (Setbacks)and Maximum Building Heights: ALF,ILF,CCRC& MULTI-FAMILY NON-RESIDENTIAL AND DEVELOPMENT STANDARDS ONLY MIXED-USE BUILDINGS' BUILDINGS PRINCIPAL STRUCTURES MIN.LOT AREA 20,000 S.F. 10,000 S.F. MIN.LOT WIDTH 100' 100' 550 S.F.Per Units 800 S.F.for Commercial Units MIN.FLOOR AREA 550 S.F.for Residential Units MIN.SETBACK FROM OILWELL ROAD,BIG 20' 20' CYPRESS PARKWAY,AND ENTRANCE ROADS2 FRONT YARDS3,6 0'or 20' 0'or 20' MINIMUM SETBACK FROM A RESIDENTIAL 0'7 20' ONLY TRACT MINIMUM SETBACK FROM A NONRESIDENTIAL 15' 5' TRACT MIN.LAKE SETBACK4 20 20' MIN.PRESERVE SETBACK 25' 25' MIN.DISTANCE BETWEEN STRUCTURES 15 Feet or'A Sum of BH, 15 Feet or'A Sum of BH,whichever whichever is greater is greater MAX.BUILDING HEIGHT-ZONED 4 Stories NTE 50' 4 Stories NTE 50' MAX.BUILDING HEIGHT-ACTUAL 60' 60' MAX FAR 0.45(only applies to ALF, See footnote 1. ILF,and CCRC) ACCESSORY STRUCTURES MIN.FRONT YARD(ALL) SPS SPS MIN.SETBACK FROM A RESIDENTIAL TRACT SPS SPS MIN.SETBACK FROM A NONRESIDENTIAL SPS SPS TRACT MIN.LAKE SETBACK4 20' 20' MIN.PRESERVE SETBACK 10' 10' MIN.DISTANCE BETWEEN STRUCTURES 10' 10' MAX.HEIGHT-ZONED&ACTUAL 35' 35' Table 2:Town Center-Required Minimum Yards and Maximum Building Height Footnotes: 1. Retail and office uses are subject to a maximum FAR of 0.5.Civic,governmental and institutional uses are subject to a maximum FAR of 0.6. Light industrial and manufacturing uses are subject to a maximum FAR of.45. 2. Tracts abutting the minimum required 25'wide landscape buffer(located in a separate platted tract adjacent to Oil Well Road and Big Cypress Parkway)shall provide a front yard setback,measured from the abutting landscape buffer tract.Tracts abutting the project entrance road shall provide a front yard setback measured from the 10-foot landscape buffer tract adjacent to the entry road. 3. Except as described in footnote 2 above,front yards for parcels abutting a street or internal driveway shall be measured from the right-of-way line. 4. The required 20'lake maintenance easement shall be provided in a separate platted tract and the setback for both principal and accessory structures may be reduced to 0'. 5. The minimum floor area is not applicable to ALF,ILF,or CCRC units. 6. Canopies or awnings may encroach into the adjacent non-county owned ROW as necessary to cover pathways,sidewalks,and outdoor dining areas. 7. A minimum 15 foot setback is required for ALF,ILF,and CCRC uses. S.P.S.=same as for principal structure;NTE=not to exceed;S.F.=square feet;BH=building height;N/A=not applicable Page 13 of 31 H:\2021\2021078\WP\SRA\4-14-2023\Town of Big Cypress SRA Document(PL-20210001496)(4-14-2023).docx Page 13 of 123 5.3 Town Core Context Zone The Town Core Context Zone includes 35.66+ acres of land. The Town Core shall be the civic center of the Town. It is the most dense and diverse zone, with a full range of uses within walking distance. The Town Core shall be a primary pedestrian zone with buildings positioned near the right-of-way, wide sidewalks shaded through streetscape planting,as well as awnings and other architectural elements.Signage shall be pedestrian scale and designed to complement the building architecture. 5.3.1. Town Core Uses and Structures 5.3.1.A.Permitted Uses All uses permitted within the Town Center. II. The following community-scale commercial and office uses, and civic, governmental, and institutional uses, as identified with a number from the Standard Industrial Classification Manual (1987), or as otherwise provided for within this section, are permitted by right, or as accessory uses within the Town Core. 1) Accounting and Bookkeeping services(8721). 2) Advertising agencies(7311). 3) Amusements and recreation services, indoor(7999). 4) Animal specialty services(0752, animal shelters, and dog grooming only) 5) Apparel and accessory stores(5611 - 5699). 6) Architectural services(8712). 7) Auto and home supply stores(5531). 8) Banks, credit unions and trusts(6011 - 6099). 9) Barber shops(7241, except for barber schools). 10)Beauty shops(7231, except for beauty schools). 11)Bowling centers, indoor(7933). 12)Business associations(8611). 13)Carwashes (7542) provided that carwashes abutting residential zoning districts shall be subject to LDC section 5.05.11 14)Child day care services(8351). 15)Churches. 16)Civic, social and fraternal associations(8641). 17)Coin operated amusement devices(7993). 18)Commercial art and graphic design(7336). 19)Commercial photography(7335). 20)Computer and computer software stores (5734). 21)Dance studios, schools and halls, indoor(7911). 22)Department stores(5311). 23)Disinfecting and pest control services(7342). 24)Dry cleaning plants(7216,nonindustrial dry cleaning only). 25)Drug stores(5912). 26)Eating places (5812 only). All establishments engaged in the retail sale of alcoholic beverages for on-premise consumption are subject to locational requirements of LDC section 5.05.01. 27) Engineering, Architectural and Surveying Services(8711-8713) 28)Essential services, subject to LDC Section 2.01.03. Page 14 of 31 H:\2021\2021078\WP\SRA\4-14-2023\Town of Big Cypress SRA Document(PL-20210001496)(4-14-2023) docx Page 14 of 123 29)Federal and federally sponsored credit agencies(6111). 30)Food stores(groups 5411 - 5499). 31)Garment pressing, and agents for laundries and drycleaners(7212). 32)Gasoline service stations(5541, subject to LDC Section 5.05.05). 33)General merchandise stores(5331 - 5399). 34)Group care facilities (category I and II, except for homeless shelters); care units, except for homeless shelters; nursing homes; assisted living facilities pursuant to applicable Florida Statutes; and continuing care retirement communities pursuant to applicable Florida Statutes; all subject to Section 5.05.04 of the LDC. 35)Hardware stores(5251). 36)Health services, offices and clinics(8011 - 8049, 8071, 8082, 8092, and 8099). 37)Hotels and motels(7011, 7021 and 7041). 38)Household appliance stores(5722). 39)Insurance carriers, agents and brokers(6311 - 6399,6411). 40)Landscape architects, consulting and planning(0781). 41)Legal services(8111). 42)Libraries(8231). 43)Membership sports and recreation clubs, indoor(7997). 44)Mortgage bankers and loan correspondents(6162). 45)Motion picture theaters(7832—except drive-in). 46)Museums and art galleries(8412). 47)Musical instrument stores(5736). 48)Paint stores(5231). 49)Passenger Car Rental(7514) 50)Personal services,miscellaneous(7299-babysitting bureaus,clothing rental,costume rental, dating service, debt counseling, depilatory salons, diet workshops, dress suit rental, electrolysis(hair removal), and genealogical investigation service only). 51)Photographic studios, portrait(7221). 52)Physical fitness facilities(7991; 7911,except discotheques). 53)Public administration(groups 9111-919, 9229,9311, 9411-9451, 9511-9532, 9611-9661). 54)Public Safety Facilities and other governmental services including, but not limited to, fire, emergency management and law enforcement facilities, and public libraries (8231, 9221, 9222,9224, 9229, 9111,9121, 9131, 9199). 55)Real Estate(6531 - 6552). 56)Retail Nurseries, Lawn and Garden Supply Stores(5261). 57)Retail services-miscellaneous(5921 -5963 except pawnshops and building materials,5992- 5999, except auction rooms, awning shops, gravestones, hot tubs, monuments, swimming pools,tombstones and whirlpool baths). 58)Elementary and Secondary Schools, Colleges, Universities, Professional Schools and Technical Institutes, public or private(8211, 8221-8222) 59)Reupholstery and furniture repair(7641). 60) Shoe repair shops and shoeshine parlors(7251). 61)Tax return preparation services(7291). 62)Travel agencies(4724, no other transportation services). 63)United State Postal Service(4311, except major distribution center). 64)Veterinary services(0742, excluding outdoor kenneling). 65)Any other use which is comparable and compatible in nature with foregoing list of permitted uses, is considered to be a neighborhood scale commercial, office, or civic, governmental, or institutional uses, as determined by the Hearing Examiner or BZA, pursuant to the applicable procedures set forth in LDC Section 10.02.06 K. Page 15 of 31 H:\2021\2021078\WP\SRA\4-14-2023\Town of Big Cypress SRA Document(PL-202 1 000 1 496)(4-14-2023).docx Page 15 of 123 5.3.1.B.Accessory Uses 1) Accessory uses to residential multi-family development subject to the applicable development standards set forth in Paragraph 5.1.2.A, Table 1. 2) Uses and structures that are accessory and incidental to the permitted neighborhood-scale commercial and office uses, and civic, governmental, and institutional uses above. 3) Parking structures detached or attached, not to exceed 35 feet in Actual height. 5.3.2.Town Core Development and Design Standards The Town Core is subject to the applicable development standards set forth in Section 5.2.2.A, Table 2 - Town Center-Required Minimum Yards and Maximum Building Height. 5.4 Business Park Context Zone The Business Park Context Zone includes 165.03± acres of land and is split amongst two parcels, as identified on the SRA Master Plan. The Business Park Context Zone is intended to provide the SRA with lands for light manufacturing,and light industrial uses. The Business Park is also intended to provide lands that support corporate headquarters offices and business/professional offices which complement each other, and to attract businesses that create high value jobs. It is intended that the Business Park Context Zone be designed in an attractive park-like environment, with low structural density and large landscaped areas for both the functional use of buffering and enjoyment by the employees of the Business Park Context Zone. 5.4.1. Business Park Uses and Structures 5.4.1.A.Permitted Uses I. The business and industry uses defined as Florida Qualified Target Industry Businesses by Section 288.106, F.S. II. All uses permitted within the Town Core. III. The following business park and light industrial uses, as identified with a number from the Standard Industrial Classification Manual (1987), or as otherwise provided for within this section, are permitted by right, or as accessory uses within the Business Park Context Zone: 1) Agricultural services (0711, except that chemical treatment of soil for crops, fertilizer application for crops and lime spreading for crops shall be a minimum of 500 feet from a residential zoning district, 0721, except that aerial dusting and spraying, disease control for crops, spraying crops,dusting crops,and insect control for crops,with or without fertilizing, shall be a minimum of 500 feet from a residential zoning district. 0722-0724, 0761, 0782, 0783). 2) Aircraft and parts(3721-3728). 3) Ancillary plants. 4) Automotive repair, service, and parking(7513-7549). 5) Barber shops(7241). 6) Beauty shops or salons(7231). 7) Building construction(1521-1542). 8) Business services(7311). Page 16 of 31 H:\2021\2021078\WP\SRA\4-14-2023\Town of Big Cypress SRA Document(PL-20210001496)(4-14-2023).docx Page 16 of 123 9) Business services (7312, 7313, 7319, 7331, 7334-7336, 7342, 7349, 7352, 7361, 7363, 7371-7384, 7389). 10)Carwashes (7542) provided that carwashes abutting residential zoning districts shall be subject to LDC section 5.05.11. 11)Child day care services(8351), as per LDC section 2.03.04 A.l.c.2. 12)Communications(4812-4899 including communication towers limited in height to 100 feet and subject to LDC section 5.05.09.). 13)Construction—Special trade contractors(1711-1799). 14)Crematories(7261). 15)Depository and non-depository institutions(6011,6019, 6081, 6082). 16)Depository and non-depository institutions(6021-6062, 6091, 6099, 6111-6163). 17)Drug stores(5912,limited to drug stores and pharmacies)in conjunction with health services group and medical laboratories/research/rehabilitative groups. 18)Drugs and medicines(2833-2836). 19)Eating places(5812). 20)Educational services(8221-8299). 21)Electronic and other electrical equipment manufacturing(3612-3699). 22)Engineering, accounting, research, management and related services(8711-8748). 23)Essential services, subject to LDC section 2.01.03. 24)Fabricated metal products(3411-3479, 3491-3499). 25)Food and kindred products(2011-2099, except slaughtering plants). 26)Food manufacturing(2034, 2038, 2053, 2064, 2066, 2068, 2096, 2098, 2099). 27)Furniture and fixtures manufacturing(2511-2599). 28)Government offices/buildings(9111-9222,9224-9229,9311,9411-9451,9511-9532, 9611-9661). 29)Gunsmith shops(7699). 30)Health services(8011-8049). 31)Heavy construction(1611-1629). 32)Heavy construction equipment rental and leasing(7353) 33)Home furniture and furnishings stores(5712-5719). 34)Hotels(7011 hotels only). Maximum density 26 units per acre when located within activity centers and 16 units per acre when located outside activity centers. The maximum floor area ratio for hotels shall not exceed a factor of 0.60. 35)Industrial and commercial machinery and computer equipment(3511-3599). 36)Industrial inorganic chemicals(2812-2819). 37)Insurance agents, brokers, and service, including Title insurance(6361 and 6411). 38)Job training and vocational rehabilitation services(8331). 39)Laundry,cleaning, and garment services(7211-7219). 40)Leather and leather products(3131-3199). 41)Local and suburban transit(4111-4173). 42)Lumber and wood products(2426, 2431-2499). 43)Measuring, analyzing, and controlling instruments; photographic, medical and optical goods; watches and clocks(3812-3873). 44)Medical laboratories and research and rehabilitative centers(8071, 8072, 8092, 8093). 45)Membership organizations (8611); business associations(8621); professional organizations (8631); labor unions and similar labor organizations. 46)Miscellaneous manufacturing industries(3911-3999). 47)Miscellaneous repair services(7622-7699)with no associated retail sales. 48)Miscellaneous retail stores(5999). 49)Miscellaneous services(8999). Page 17 of 31 H:\2021\2021078\WP\SRA\4-14-2023\Town of Big Cypress SRA Document(PL-20210001496)(4-14-2023).docx Page 17 of 123 50)Motion picture production(7812-7819). 51)Motor freight transportation and warehousing(4212, 4213-4225, 4226 except oil and gas storage,and petroleum and chemical bulk stations). 52)Motor freight transportation and warehousing (4225 mini- and self- storage warehousing only). 53)Motor vehicle dealers, new and used(5511, 5521). 54)Outdoor storage yards pursuant to the requirements of LDC section 4.02.12. 55)Paper and allied products(2621-2679). 56)Perfumes, cosmetics, and other toilet preparations(2844). 57)Permitted secondary uses accessory to the business park context zone. Development is limited to a maximum of 30 percent of the total acreage of the business park context zone for the following uses: a. Personal services(7215-7231, 7241). b. Physical fitness facilities(7911 except Discotheques, 7991, 7999). c. Plastic materials and synthetics(2821, 2834). d. Printing, publishing and allied industries(2711-2796). e. Professional offices; insurance agencies(6411); insurance carriers(6311-6399);real estate (6531, 6541, 6552, 6553); holding and other investment offices (6712-6799); attorneys(8111). f. Railroad transportation (4011,4013). g. Real estate brokers and appraisers(6531). h. Rubber and miscellaneous plastics products (3021, 3052, 3053). i. Security/commodity brokers (6211 and 6282); j. Shooting range, indoor(7999). k. Soap: granulated, liquid, cake, flake, and chip(2841). 1. Stone,clay, glass,and concrete products(3221,3231, 3251, 3253, 3255-3273,3275, 3281). m. Textile mill products(2211-2221, 2241-2259,2273-2289, 2297, 2298). n. Title abstract offices(6541). o. Transportation by air(4512-4581). p. Transportation equipment (3714, 3716, 3731, 3732, 3751, 3761, 3764, 3769, 3792, 3799). q. Transportation services(4724-4783,4789 except stockyards). r. Travel agencies(4724). s. United States Postal Services(4311). t. Vocational schools(8243-8249). u. Welding repair(7692). v. Wholesale trade durable goods (5021, 5031, 5043-5049, 5063-5078, 5091, 5092, 5094-5099). w. Wholesale trade nondurable goods (5111-5159, 5181, 5182, 5191 except that wholesale distribution of chemicals, fertilizers, insecticides, and pesticides shall be a minimum of 500 feet from a residential zoning district(5192-5199). 58)Wholesale trade—Durable goods(5023). 59)Any other use which is comparable and compatible in nature with the list of permitted uses and consistent with the intent of the Business Park Context Zone, as determined by the Hearing Examiner or BZA, pursuant to LDC section 10.02.06 K. Page 18 of 31 H:\2021\2021078\WP\SRA\4-14-2023\Town of Big Cypress SRA Document(PL-20210001496)(4-14-2023) docx Page 18 of 123 5.4.1.B.Accessory Uses 1) Uses and structures that are accessory and incidental to the permitted business park and light industrial uses above. 2) Permitted secondary uses accessory to the Business Park Context Zone. Development is limited to a maximum of 40 percent of the total acreage of the Business Park Context Zone for the following uses: a. Business services(7312, 7313,7319,7331, 7334-7336,7342,7349, 7352, 7361,7363, 7371-7384, 7389). b. Child day care services(8351). c. Depository and non-depository institutions(6021-6062, 6091, 6099, 6111-6163). d. Drug stores (5912, limited to drug stores and pharmacies) in conjunction with health services group and medical laboratories/research/rehabilitative groups. e. Hotels (7011 hotels only). Maximum density 26 units per acre when located within activity centers and 16 units per acre when located outside activity centers. The maximum floor area ratio for hotels shall not exceed a factor of 0.60. f. Membership organizations (8611); business associations (8621); professional organizations(8631); labor unions and similar labor organizations. g. Personal services(7215-7231, 7241). h. Physical fitness facilities and bowling centers (7991, 7933). i. Professional offices; insurance agencies (6411); insurance carriers (6311-6399); real estate (6531, 6541, 6552, 6553); holding and other investment offices (6712-6799); attorneys(8111). j. Travel agencies(4724). 5.4.2. Business Park Context Zone Development and Design Standards The Business Park Context Zone is subject to the applicable development standards set forth in Section 5.2.2.A, Table 2-Town Center- Required Minimum Yards and Maximum Building Height. 5.5 Affordable Housing Context Zone The Affordable Housing Context Zone includes 88.21± acres of land and is split amongst two parcels, as identified on the SRA Master Plan. The Affordable Housing context zone shall be located adjacent to educational or commercial uses on land that has similar access to common open spaces, public facilities and public transportation,as market rate parcels. 5.5.1.Affordable Housing Context Zone Uses and Structures The Affordable Housing context zone shall provide the SRA with up to 882 residential dwelling units. 5.5.1.A.Permitted Uses I. Multi-Family Dwelling Units subject to the applicable development standards set forth in Section 5.5.2.A, Table 3. II. Single-Family dwelling units, subject to the applicable development standards set forth in Section 5.1.2.A, Table 1. Page 19 of 31 H:\2021\2021078\WP\SRA\4-14-2023\Town of Big Cypress SRA Document(PL-20210001496)(4-14-2023).docx Page 19 of 123 5.5.1.B.Accessory Uses I. Accessory uses to residential multi-family development subject to the applicable development standards set forth in Paragraph 5.5.2.A, Table 3 Affordable Housing - Required Minimum Yards and Maximum Building Height. II. Typical accessory uses and structures incidental to single-family residential development including walls, fences, gazebos, swimming pools, screen enclosures, chickee huts, air conditioning units, satellite antennas, similar uses and structures, and appurtenances required by Collier County to serve the development,excluding water and wastewater treatment plants. III. Parking structures detached or attached,not to exceed 35 feet in Actual height. 5.5.2.Affordable Housing Development and Design Standards 5.5.2.A.Required Minimum Yards(Setbacks)and Maximum Building Heights: DEVELOPMENT STANDARDS MULTI-FAMILY ONLY BUILDINGS PRINCIPAL STRUCTURES MIN.LOT AREA 20,000 S.F. MIN.LOT WIDTH 100' MIN.FLOOR AREA 550 S.F.Per Unit4 MIN.SETBACK FROM OILWELL ROAD AND ENTRANCE ROAD' 20' FRONT YARDS' 20' MINIMUM SETBACK FROM A RESIDENTIAL TRACT 10' MINIMUM SETBACK FROM A NONRESIDENTIAL TRACT 15' MIN.LAKE SETBACK' 20' MIN.PRESERVE SETBACK 25' MIN.DISTANCE BETWEEN STRUCTURES 15 Feet or%2 Sum of BH,whichever is greater MAX.BUILDING HEIGHT—ZONED 4 Stories NTE 50' MAX.BUILDING HEIGHT—ACTUAL 60' ACCESSORY STRUCTURES MIN.FRONT YARD(ALL) SPS MIN.SETBACK FROM A RESIDENTIAL TRACT SPS MIN.SETBACK FROM A NONRESIDENTIAL TRACT SPS MIN.LAKE SETBACK' 20' MIN.PRESERVE SETBACK 10' MIN.DISTANCE BETWEEN STRUCTURES 10' MAX.HEIGHT-ZONED&ACTUAL 35' Table 3:Affordable Housing-Required Minimum Yards and Maximum Building Height Footnotes: 1. Tracts abutting the minimum required 25'wide landscape buffer(located in a separate platted tract adjacent to Big Cypress Parkway)shall provide a front yard setback,measured from the abutting landscape buffer tract.Tracts abutting the project entrance road shall provide a front yard setback measured from the 10-foot landscape buffer tract adjacent to the entry road. 2. Except as described in footnote 2 above,front yards for parcels abutting a street or internal driveway shall be measured from the right-of-way Tine. 3. The required 20'lake maintenance easement shall be provided in a separate platted tract and the setback for both principal and accessory structures may be reduced to 0'. 4. The minimum floor area per unit for rental apartments shall be 550 square feet. S.P.S.=same as for principal structure;NTE=not to exceed;S.F.=square feet;BH=building height;N/A=not applicable Page 20 of 31 H:\2021\2021078\WP\SRA\4-14-2023\Town of Big Cypress SRA Document(PL-20210001496)(4-14-2023).docx Page 20 of 123 VI. EXCAVATIONS All excavation permit applications within the Big Cypress Stewardship District, and related Stewardship Sending Areas (SSAs) shall be reviewed as Development Excavation Permit applications. Within the Big Cypress Stewardship District and related SSA(s), fill material may be hauled from one SRA or SSA, as proposed lakes within existing SSA's will be providing fill, to any other SRA, proposed right-of-way, or existing right-of-way. Fill placed in an existing or proposed public right-of-way will become the property of Collier County. Fill may be placed up to, but not within, the edge of all conservation easements, preserves, and Water Retention Area (WRA's). VII. PROJECT ENTRY SIGNS In addition to signs permitted under LDC Section 5.06.00, up to four(4) Project Entry Signs may be permitted(2 on each side of the spine road at the intersection with Oil Well Road and with future Big Cypress Parkway). These project signs shall be limited to the project name and logo; shall be set back a minimum of 10 feet from any public right-of-way; and shall be limited to 64 square feet in size and a maximum heigh of 15 feet. VIII. DEVIATIONS 8.1 Neighborhood General Standards 1) A deviation from LDC Section 4.08.07.J.2.d.iii.f)iv),"Non-residential uses,"which states "the maximum square footage per[non-residential] use shall be 3,000 square feet and per location shall be 15,000 square feet," to instead allow the Amenity Center sites and related uses to be a maximum of 30,000 square feet each. 2) A Deviation from LDC Section 4.08.07.J.2.d.iii.e)ii),which states that in the case of"Multi- Family residential," "side yard setbacks shall be a minimum of 10 feet and rear yard setbacks shall be a minimum of 20 feet for the primary structure..."to instead allow for a side yard setback of 0 or 5 feet and a rear yard setback of 15 feet for zero lot line and townhome development, as set forth in Table 1: Neighborhood General - Required Minimum Yards and Maximum Building Height,excluding County owned roadways. 8.2 Town Center Standards 1) A deviation from LDC Section 4.08.07.J.2.d.i.n) "General Parking Criteria", which states "The majority of parking spaces shall be provided off-street in the rear of buildings or along the side secondary streets. Parking is prohibited in front of buildings..." to instead allow parking in front of buildings in the Town Center. Where parking areas are adjacent to a road, a double-row hedge with 24"high shrubs spaced 3' on center will be provided in the buffer along the road, as part of the respective SDP, or as a separate Landscape Buffer Easement(LBE)Tract. 2) A deviation from LDC Section 4.08.07.J.2.d.ii.o) "General Parking Criteria", which requires that the amount of required parking in the Town Center"be demonstrated through a shared parking analysis submitted with an SRA designation application..." and be "determined utilizing the modal splits and parking demands for various uses recognized by Page 21 of 31 H:\2021\2021078\WP\SRA\4-14-2023\Town of Big Cypress SRA Document(PL-20210001496)(4-14-2023).docx Page 21 of 123 ITE, ULI or other sources or studies..."to instead allow the parking demand analysis to be submitted at the time of initial Site Development Plan (SDP) or, at the discretion of the County Manager or designee,at the time of a subsequent SDP or SDP Amendment,in order to allow for a more comprehensive parking demand analysis based upon the mix of uses at the time of the initial SDP or subsequent SDP or SDP Amendment. 8.3 Town Core Standards 1) A deviation from LDC Section 4.08.07.J.2.d.i.n) "General Parking Criteria", which states "The majority of parking spaces shall be provided off-street in the rear of buildings or along the side secondary streets... Parking is prohibited in front of buildings, except within the right-of-way...". To instead allow 50% of the required parking in the front, when such parking is located on a lot with two or more street frontages, or when located on a lot fronting on Big Cypress Parkway. A Type `D' buffer per LDC at time of permitting will be required when parking is adjacent to or abutting a road. 2) A deviation from LDC Section 4.08.07.J.2.d.i.n)"General Parking Criteria",which requires that the amount of required parking in the Town Core "be demonstrated through a shared parking analysis submitted with an SRA designation application..." and be "determined utilizing the modal splits and parking demands for various uses recognized by ITE,ULI or other sources or studies..."to instead allow the parking demand analysis to be submitted at the time of initial Site Development Plan(SDP)or,at the discretion of the County Manager or designee, at the time of a subsequent SDP or SDP Amendment, in order to allow for a more comprehensive parking demand analysis based upon the mix of uses at the time of the initial SDP or subsequent SDP or SDP Amendment. 8.4 Transportation Standards 1) A deviation from LDC Section 4.08.07.J.1.b, "Figures 5, 6, and 7, Local Street Neighborhood General,"which requires a 6-foot-wide planting area between the travel lane and the sidewalk, to instead allow for a 5-foot-wide planting area in the same location for local roads within the project in Neighborhood General. In such cases, either a root barrier or structural soil shall be utilized. If the option of structural soil is utilized,a minimum of 2 c.f. of structural soil per square feet of mature tree crown projection shall be provided. 8.5 Sign Standards 1) A deviation from LDC Section 5.06.02.B.5.a, "On-premises directional signs within residential districts,"which requires on-premise directional signs to be set back a minimum of 10 feet from the edge of the roadway,paved surface or back of the curb,to instead allow a minimum setback of 5 feet from the edge of the roadway, paved surface or back of the curb,limited to signs internal to the SRA only. This excludes signage along County owned roadways. 8.6 Landscape Standards 1) A deviation from LDC Section 4.06.02.C.,Buffer Requirements,"Types of buffers,"Table 2.4 - Table of Buffers, Footnote (3) which requires "Buffer areas between commercial outparcels located within a shopping center, Business Park, or similar commercial development may have a shared buffer 15 feet wide with each abutting property Page 22 of 31 H:\2021\2021078\WP\SRA\4-14-2023\Town of Big Cypress SRA Document(PL-20210001496)(4-14-2023) docx Page 22 of 123 contributing 7.5 feet", to instead allow a shared buffer 10 feet wide with each abutting property contributing 5 feet. 8.7 Other Deviations 1) A deviation from LDC Section 4.05.04.G, "Parking Space Requirements," which requires 1 parking space per 100 square feet for recreation facilities(indoor)sports,exercise,fitness, aerobics, or health clubs to instead allow for parking for the Amenity Center sites to be calculated at 1 space per 200 square feet of indoor square footage, excluding kitchen or storage space. 2) A deviation from LDC Section 3.05.10.A.2. — "Location Criteria," which requires that "LSPA [littoral shelf planting areas] shall be concentrated in one location of the lake(s), preferably adjacent to a preserve area,"to instead allow for required littoral shelf planting areas to be aggregated in certain specific development lakes, including the development lake and WRA system that runs along the eastern perimeter of the SRA. 3) A Deviation from LDC Section 4.03.08.C, "Potable Water System,"which states"separate potable water and reuse waterlines...shall be provided...by the applicant at no cost to Collier County for all subdivisions and developments"and"Reuse water lines,pumps,and other appurtenances will not be maintained by Collier County," to instead allow for such facilities and/or appurtenances to be conveyed to and maintained by Collier County. 4) A deviation from LDC section 5.04.04.B.5. — "Model Homes and Model Sales Centers", which permits a maximum of five (5)model homes, or a number corresponding to ten(10) percent of the total number of platted lots, whichever is less, per platted approved development prior to final plat approval. The requested deviation is to allow for a maximum of 50 model homes at any one time within the overall Town. With each building permit for a model home,the applicant shall provide documentation as to the current number of model homes in existence. 5) A deviation from LDC Section 5.05.08 Architectural and Site Design Standards,Paragraph D.9.b. i, and ii, which states the following: i. Primary façades. All exterior façades of freestanding structures, including structures located on outparcels, are considered primary façades and must meet the requirements of this section with respect to the architectural design treatment for primary façades in LDC section 5.05.08 D.2., except for those façades considered secondary façades. ii. Secondary façades. One façade of a freestanding structure, including structures located on outparcels, that is internal to the site and that does not abut or face public or private streets adjacent to the development. Outparcels and freestanding buildings are allowed one secondary façade. This deviation seeks to instead allow for up to two secondary façades for outparcels and freestanding buildings located in those portions of the Town Core and Business Park tracts Page 23 of 31 H:\2021\2021078\WP\SRA\4-14-2023\Town of Big Cypress SRA Document(PL-20210001496)(4-14-2023).docx Page 23 of 123 located east of Future Big Cypress Parkway and west of the 80 foot connector road(labeled "Connector Road"on the Master Plan),and within the Business Park Tract located north of Oil Well Road. The application of this deviation shall be determined as part of the architectural review at time of SDP. If the respective adjacent roadway has been permitted and construction has commenced,this deviation shall not apply. IX. DEVELOPER/OWNER COMMITMENTS 9.1. Planning A. One entity (hereinafter the Managing Entity) shall be responsible for monitoring of the SRA,as may be required by Collier County,and until no longer required by Collier County. The monitoring and report shall follow the same procedures and requirements set forth in LDC Section 10.02.02.F, PUD Monitoring Report requirements. This entity shall also be responsible for satisfying all commitments set forth in the SRA Document and in a separate Owner/Developer Agreement. At the time of this SRA approval, the Managing Entity is Tarpon Blue CE Management, LLC. Should the Managing Entity desire to transfer the monitoring and commitments to a successor entity,then it must provide a copy of a legally binding document,to be approved for legal sufficiency by the County Attorney. After such approval, the Managing Entity will be released of its obligations upon written approval of the transfer by County staff,and the successor entity shall become the Managing Entity.As the Owner/Developer sells off tracts, the Managing Entity shall provide written notice to the County that includes, if applicable, an acknowledgement of the commitments required by the SRA Document by the new owner and the new owner's agreement to comply with the Commitments through the Managing Entity, but the Managing Entity will not be relieved of its responsibility under this Section. When the County determines that the SRA Document commitments have been fulfilled, the Managing Entity shall no longer be responsible for the monitoring of this SRA. B. Issuance of a development permit by a County does not in any way create any rights on the part of the applicant to obtain a permit from a state or federal agency and does not create any liability on the part of the county for issuance of the permit if the applicant fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or undertakes actions that result in a violation of state or federal law. C. All other applicable state or federal permits must be obtained before commencement of the development. D. Owner shall provide an annual SRA monitoring report, in a form similar to a PUD monitoring report, identifying the number of residential units constructed by type within the SRA and each context zone, and amount of commercial by type, light industrial, civic, government, and institution square footage constructed within the SRA and each context zone. The Report shall also address whether or not or to what degree the Owner/Developer Commitments contained herein have been satisfied. E. The developer of any group housing, including a retirement community, its successors or assigns, shall provide the following services and be subject to the following operational standards for the units in the group housing,including,but not limited to,independent living units, assisted living units, or skilled nursing units: Page 24 of 31 H:\2021\2021078\WP\SRA\4-14-2023\Town of Big Cypress SRA Document(PL-20210001496)(4-14-2023).docx Page 24 of 123 Operational Characteristics for Senior Housing: Senior housing may be composed of one or more types of care/housing facilities. These care/housing types are limited to independent living, assisted living, and skilled nursing units, each of which can have varying operational characteristics. The following characteristics of senior housing care units distinguish them from residential land uses, and all of the characteristics must be provided for and maintained to be considered a senior housing care unit: 1.) The facility shall be for residents 55 years of age and older; 2.) There shall be on-site dining facilities to the residents, with food service being on- site, or catered; 3.) Group transportation services shall be provided for the residents for the purposes of grocery and other types of shopping. Individual transportation services shall be coordinated for the residents' needs, including but not limited to medical office visits; 4.) There shall be an onsite manager/activities coordinator to assist residents who shall be responsible for planning and coordinating stimulating activities for the residents; 5.) An on-site wellness facility shall provide exercise and general fitness opportunities for the residents; 6.) Each unit shall be equipped with devices provided to notify emergency service providers in the event of a medical or other emergency; 7.) Independent living units shall be designed so that a resident is able to age in place. For example, kitchens may be easily retrofitted by lowering the sink to accommodate a wheelchair bound resident or bathrooms may be retrofitted by adding grab bars. 8.) Group housing for seniors shall be constructed to have a core area to shelter residents and staff on site in the event of a hurricane. The core area will be constructed to meet the Public Shelter Design Criteria that are required for new public schools and public community colleges and universities ("State Requirements for Educational Facilities, 2014")and shall be capable of ventilation or air conditioning provided by back-up generator for a period of no less than 96 hours. 9.2. Environmental A. The Owner/Developer shall adhere to the Florida Fish and Wildlife Conservation Commission Black Bear Management Plan, as applicable. The informational brochure created by the Florida Fish and Wildlife Conservation Commission (FWCC) and titled "A Guide to Living in Bear County" will be distributed to future homeowners and construction/maintenance personnel. Residents will be provided with information on how to secure their garbage containers to discourage bears from foraging in trash receptacles and the project will utilize bear-proof dumpsters in locations to be determined at the time of Site Development Plan(SDP)approval. B. Prior to issuance of the first SDP and/or PPL, a listed species management plan must be provided for review, with approval from FWCC and/or USFWS for management of the Florida Panther(Puma concolor coryi)and other listed species. Page 25 of 31 H:\2021\2021078\WP\SRA\4-14-2023\Town of Big Cypress SRA Document(PL-20210001496)(4-14-2023) docx Page 25 of 123 C. The Big Cypress SRA shall utilize bearproof trash cans for both residential and commercial (nonresidential)development. D. The Big Cypress SRA shall utilize"Dark Sky"lighting design principles for both residential and commercial(nonresidential)development, subject to public safety design standards for public areas. E. The Big Cypress SRA shall provide three wildlife crossings as identified in Exhibit B of the Town Agreement that was entered into on June 8, 2021, between Collier County and the owners,Collier Land Holdings,Ltd,and CDC Land Investments,LLC,and as described in paragraph 13 of the Town Agreement. F. All residents will be provided and required to acknowledge by signature a notice of prescriptive burns that will occur not only within the adjacent Stewardship Sending Area(s), but also the Panther Refuge. 9.3. Transportation A. The net external average weekday PM peak hour two-way trip cap for the purpose of individual SRA monitoring compliance for the Town SRA is limited to a maximum of 5,464 trips based on the use codes in the ITE Manual on trip generation rates in effect at the time of application for SDP/SDPA or subdivision plat approval. B. Prior to the issuance of the first certificate of occupancy for a commercial building within that relevant context zone, the Owner shall convey an easement to Collier County, at no cost to the County and free and clear of all liens and encumbrances, in a form acceptable to Collier County to accommodate one transit stop and shelter within the SRA Town Core and one within the Town Center, at a location agreed to by the Collier County Public Transit Division Director. Additionally,the Owner shall provide, at no cost to the County, one bus "pull- off' lane within both Business Park parcels 1 and 2. The CAT pull-off lane shall be 10' wide by 24' long. As part of the site improvements authorized by the initial Site Development Plan within the SRA, the Owner shall, at its sole expense, install the shelter and related site improvements for the transit stop, utilizing a design consistent with established CAT architectural standards or consistent with project architectural standards if agreed to by CAT and convey the easement prior to the issuance of the first certificate of occupancy for a commercial building within that relevant context zone. C. No more than 2,485 dwelling units will be issued certificates of occupancy until a minimum of 30,000 sq. ft. of the neighborhood retail and office uses and a minimum of 20 multi- family dwelling units have been developed in the Town Center or Town Core and issued certificate(s)of occupancy. D. Within 90 days of approval of the first development order (SDP or PPL) for vertical construction within BP-1,as shown on the Master Plan, or any of the non-residential Town parcels south of the intersection of future Big Cypress Parkway and the main spine road as shown on the Master Plan, the applicant shall pay $1,844,000.00 to fulfill the fair share mitigation for operational impacts, as supported by the March 29, 2023 Fair-Share Mitigation for Operational Impacts. Page 26 of 31 H:\2021\2021078\WP\SRA\4-14-2023\Town of Big Cypress SRA Document(PL-20210001496)(4-14-2023) docx Page 26 of 123 E. Within 90 days of approval of the first development order(SDP or PPL)within the Town parcels in the Neighborhood General context zone or north of the intersection of future Big Cypress Parkway and the main spine road,as shown on the Master Plan,the applicant shall pay$622,000.00 to fulfill the fair share mitigation for operational impacts,as supported by the August 4,2020, Traffic Impact Statement. F. The Developer, at their sole expense, shall be required to improve the following roadways (from the project entrance to Desoto Boulevard) to minimum two-lane undivided rural roadway consistent with FDOT Green Book construction standards: 1) 18th Ave NE 2) 2nd Ave NE The Developer,at their sole expense,shall be required to improve the project entrance(from the internal roadway connecting the Town of Big Cypress to Bellmar Village)to future Big Cypress Parkway, at such time as future Big Cypress Parkway is constructed to Vanderbilt Beach Road Extension, to minimum two-lane undivided rural roadway consistent with FDOT Green Book construction standards. These required improvements shall be completed within 180 days of when the SDP for vertical construction has received final approval for the parcels adjacent to the respective connecting roadway. At the Developer's option and sole expense, the following connections (from the internal roadway connecting the Town of Big Cypress to Bellmar Village) to future Big Cypress Parkway may also be made. 1) 14th Ave NE 2) 12th Ave NE 3) 10th Ave NE 4) 8th Ave NE 5) 6th Ave NE In the event the Developer elects to complete any of the optional connections listed above, then the Developer, at their sole expense, shall be required to improve such local roadways to a minimum two-lane undivided rural roadway, consistent with the FDOT Green Book Construction Standards. Any completed connection outlined in 9.3 F. shall remain open to the public for public uses without responsibility of maintenance by Collier County. None of these improvements are eligible for road impact fee credits. Improvements for any of these optional connections to the future Big Cypress Parkway shall be completed within 180 days of when the SDP for vertical construction has received final approval for the parcels adjacent to the respective connecting roadway. G. The owner acknowledges that the following are outside of the review for this petition. School sites A and B (56th Avenue N.E. and 2nd Avenue N.E.)have not been evaluated for transportation impacts as part of this petition.Evaluation of both sites will require standard Page 27 of 31 H:\2021\2021078\WP\SRA\4-14-2023\Town of Big Cypress SRA Document(PL-202 1 000 1 496)(4-14-2023) docx Page 27 of 123 TIS and operational review at the time of permitting. The operational review will require a determination of 56th and 2nd Avenue's ability to accommodate school operations and activities. Collier County Public School (CCPS), and not the Collier County Board of County Commissioners (CCBCC), shall be responsible for the roadway improvements necessary for both school sites. H. The Developer, at their sole expense, shall construct a two-way local road connecting The Town of Big Cypress SRA with The Bellmar Village at Golden Gate Boulevard E. The Business Park-2 shall include a one-half acre parcel,as noted on the SRA Master Plan, that shall be made available for acquisition by the County for the development of a transfer station or park and ride facility. If the site is not purchased by the County for these uses within 10 years of the SRA approval, this condition shall be deemed as satisfied and the parcel will default to the underlying land use and can then be sold to a third party. J. The internal roadway connecting the Town of Big Cypress to Bellmar Village, as well as the roadway connecting the Town to Rivergrass, shall remain open to the public for public uses without responsibility of maintenance by Collier County. Any gates or other access restrictions shall be located so as not to interfere with public access to these roadways. Alternative designs for traffic calming and intersection options on this and all roads may be approved subject to staff review and approval. 9.4 Parks and Recreation A. The SRA shall include a minimum of one (1) children's playground that conforms to appropriate ASTM standards, which shall be a minimum of 2,500 square feet in size. The location of this playground shall be identified at the time of subdivision plat or SDP, as the case may be, for the development phase or area within which the playground is to be included. B. The Owner shall provide for a Community Park parcel based on the dwelling units of the Town of Big Cypress inclusive of the dwelling units associated with the Villages of Rivergrass and Bellmar, with a minimum size determined by using the RLSA standard of 200 square feet per dwelling unit, per the Town Agreement. The Community Park parcel shall be reserved by the Owner until a conveyance is requested by Collier County Park and Recreation Division. It is understood that the Community Park will perpetually be open to the public. Upon conveyance to the County,the County shall pay the Owner$22,500/acre for the parcel in the form of park impact fee credits. Collier County Parks Department shall have full discretion as to the park design, phasing, and schedule. All park improvement costs will be borne by Collier County, however, the Owner shall pay community park impact fees. 9.5 Schools A. The Owner shall reserve School Site A and School Site B (School Reservation),defined on Exhibit C, for the District School Board of Collier County, Florida (District). Upon Approval and non-appealable SRA for the Town of Big Cypress, and all required and non- appealable permits from the South Florida Water Management District or any federal or state regulatory authorities, the owner will provide written notice to the District and the District shall have up to two years to provide written Notice of its intent to purchase either Page 28 of 31 H:\2021\2021078\WP\SRA\4-14-2023\Town of Big Cypress SRA Document(PL-20210001496)(4-14-2023).docx Page 28 of 123 or both of the parcels. After providing Notice, the District shall close on the parcel or parcels within 6 months of providing Notice to the Owner. In accordance with Florida Statutes Section 1013.14(1)(b), the District will obtain two (2) appraisals for the School Site A and B from independent state certified appraisers,to establish the value of the School Sites. The appraisal date shall be the day prior to the Approval of the SRAs. The average appraised value of the two appraisals, not to exceed $23,000/acre, shall constitute the amount of credit available to the Owner as a prepayment of Educational Impact Fees upon conveyance of the School sites to the District. With respect to the conveyance of real property, by the Owner to the District, the School Reservation of School Site A and B to the District fully mitigates for the development's impact to the elementary, middle and high schools needed to serve Rivergrass, Longwater, Town of Big Cypress, and Belmar SRAs. The Owner will use commercially reasonable efforts to include School Site B within Owners' conceptual ERP permits for Bellmar Village from the South Florida Water Management District and the Army Corp of Engineers. If Owners are successful in including School Site B within its conceptual permits for Bellmar Village,the District shall reimburse the Owners' for any Panther (or other species) mitigation required by such permits,upon actual payment and completion of the mitigation and Owners' written request to District, which reimbursement shall be calculated by Owners' on a proportionate share basis of the acreage of School Site B to the total acreage of the Bellmar Village project. The reimbursement amount shall be added to the value of the real property conveyed to the District and shall become part of the Educational Impact Fee credit issued to the Applicant/Owner. School Site A shall be used only for a public high school and/or public middle school and School Site B shall be used only for a public elementary school, and not for any other purpose, which restrictions shall be deed restrictions attached to and incorporated in the conveyance deed. School Site A shall have direct and permanent access(in accordance with County Standards)to 56th Avenue NE, utilizing a non-exclusive access easement. School Site B shall have direct and permanent access (in accordance with County Standards) to 2nd Avenue NE, utilizing a non-exclusive access easement. The District shall be responsible for the construction of all access improvements from the edge of the public right-of-way into the School Sites. The District shall cause the School Sites' storm water management systems to be designed and permitted to provide the necessary onsite water management system including the quality and quantity of water storage required for the development of the School Sites.The discharge rates of the School Sites water management systems shall be consistent with the agricultural permitted rate of discharge at the time each water management system is constructed, in accordance with SFWMD Permit Number 11- 00112-S for School Site A, and SFWMD Permit Number 11-01178-S or the subsequent SFWMD development permit for School Site B. The offsite discharges of water from the School Sites to the agricultural water management area within the Shaggy Cypress Water Management District, as provided in the South Florida Water Management District Permit System Area shall be designed to provide for pump discharges and/or elevated discharge conditions within the Shaggy Cypress Water Management District. Applicant will convey a 10-foot wide underground utility easement over and across School Site B adjacent to the future Big Cypress Parkway to the Lee County Electric Cooperative. 9.6 Affordable Housing Page 29 of 31 H:\2021\2021078\WP\SRA\4-14-2023\Town of Big Cypress SRA Document(PL-20210001496)(4-14-2023).docx Page 29 of 123 A. The locations of the affordable housing parcels shall be located adjacent to educational or commercial uses on land that has similar access to common open spaces, public facilities and public transportation as market rate parcels. The Landowner has agreed to provide the following which satisfies the affordable housing requirements for the Town of Big Cypress and Section 8.6.B of the Bellmar Village SRA Document: 1.) A 497- unit, 49. 7- acre, Parcel 1 and a 385- unit, 38. 5- acre, Parcel 2: affordable housing sites will be set aside for acquisition by either Collier County,a Community Land Trust,a private developer or any other affordable housing provider based upon the appraised value of $22,500/ acre. The Affordable Housing parcel will be considered as a Public Benefit Use and does not require Stewardship Credits but shall be included in the calculation of total SRA acreage. The Affordable Housing units shall be excluded from the Traffic Impact Statement or trip cap for the SRA in which they are located. Parcel 1 and Parcel 2 will be offered for sale to Collier County in writing before they are offered to other entities. 2.) If an entity other than Collier County acquires Parcel 1 and/or Parcel 2, the entity is subject to the following: a) All units will be rented to households whose incomes are up to and including 100% of the AMI for Collier County and the corresponding rent limits. These units will be committed for a period of 30 years from the date of issuance of certificate of occupancy of the first unit. Income and rent limits may be adjusted annually based on combined income and rent limit table published by the Florida Housing Finance Corporation or as otherwise provided by Collier County. b) All units will be sold to households whose initial certified incomes are up to and including 100% of the AMI for Collier County. These units will be committed for a period of 30 years from the date of the issuance of the certificate of occupancy and sold to households that qualify for the designated income thresholds. Households shall occupy the property as their primary residence as evidenced by maintenance of homestead exemption Prior to sale of any of the units in Parcel 1 or Parcel 2,the owner and developer will record a restrictive covenant in the public records of Collier County identifying the affordable units and the income threshold pertaining to each unit.The covenant will state that each unit will be initially sold and subsequently sold to qualifying households for a period of 30 years of the issuance of the Certificate of Occupancy for each unit. It will also state that at least 30 days prior to the sale of any unit, the County's Community and Human Services Division will be notified in writing and provided documents for income verification and certification on forms acceptable to Collier County. The closing on the sale may occur after the County confirms that the household qualifies for the designated income thresholds. c) The entity will provide an annual monitoring report to County which includes,the progress and monitoring of occupancy of the income restricted units, including rent data for rented units, and homestead data for owner- occupied units, in a format approved by Collier County Community and Page 30 of 31 H:\2021\2021078\WP\SRA\Post CCPC\Town of Big Cypress SRA Document(PL-20210001496)(5-23-2023).docx Page 30 of 123 Human Services Division. Developer agrees to annual on-site monitoring by the County. d) As an alternative to a) and b) above, the entity may enter into a developer agreement with Collier County to address the affordable housing needs for the Town. Page 31 of 31 H:\2021\2021078\WP\SRA\4-14-2023\Town of Big Cypress SRA Document(PL-20210001496)(4-14-2023).docx Page 31 of 123 le o7 w,av f ~OWN OF BIG CYPRESS SRA LAND USE SUMMARY \\\� 500' ZONING/L, NEIGHBORHOOD GENERAL CONTEXT ZONE /\OIL WELL GRADE RD. �• AJMHORLOA0 SYMBOL DESCRIPTION ACRES 300' NEIGHBORHOOD GENERAL _ 187.32 10'U.E. COMMERCIAL•CINC• 3.72 \ HSA ROAD R.O.W. - 167.95 A:- - -�� V\ 25 TYPE ID)LB.E AMENITYCEN7ER3 - 27A0 22'TYPE(DI LB.E. �,\ R `\.' ..-�._.. ._. �_) 25'TYPE IDI LB.E COMMUNITY PARK **1445 ,.�, ry �.r l��p PARKS * 1382 _ �IL WEI�,I-[ZQ _--_ PARK PRESERVES * _ 9.52 0 ti< 10 U.E. / HSA LAKES -. 286.69 2 LANE LOCAL ROAD A CONNECTION TO F Q ... LAKE M.E.B MISC.OPEN AREA 160.11 'RNEROM83 VILLAGE '/ 300'I. dip PERIMETER LANDSCAPE BUFFERS 4.18 � .. '-'.� UTILTYSITE 5.32 N" �I� 10'UTILTY EASEMENT 0 81 4 � /,�''� ROUND-aa ur 1"Z. ELEMENTARY SCHOOL SITE 17.93 SSA17 GENERAL (I 10 L.B.E.( , �'•�r1 F$A NEIGHBORHOOD GENERAL CONTEXT ZONE TOTAL 1,234.84 CONOmoNAL VDENOTES FSAI HSA I'��•-`-1 l 500' AFFORDABLE CONTEXT ZONE USE(GCU) 204 8500'SETBACKS - .' _ I 1 AFFORDABLE HOUSING(AF•1&AF-2) I**88.21 �' /,�' ��7�`�1� TOWN CORE CONTEXT ZONE z°MNG / 10'TYPE jj TOWN CORE (**35,66 A-MHORLSAO ( ' (A)LB.E. A4AHORLSAO BUISNESS PARK CONTEXT ZONE `s` ^' BUSINESS PARKS(BP-1 8 BP-21 I**165.03 -• t ZONING TOWN CENTER CONTEXT ZONE $$A-17 '1 16 TOWN CENTER(Adjacent to 181E Ave.NE) **20.93 '� `�•_ •�. S$Q-15 SRA BOUNDARY TOTAL 1,544.46 ( ], �`' * SOUTH PARK AREA INCLUDES(4)1.0 Ac CELLS ABOVE 1.2 NRI �'' • LJNNSSAIS ONNG**ACREAGES ARE GROSS AND INCLUDE ROADS,LAKES,LM.E.&OPEN SPACE A-MHOftLSAO7._== DENOTESPANTHER/WILDUFE FENCING LOCATIONS/I' DENOTES FUTURE COUNTY ROAD RIGHT-OF-WAY NOT IN SRA. j 7 .'�,U/ "' BOUNDARY llb// 10'TYPE(A) WRA LAND USE SUMMARY L.B.E. SYMBOL DESCRIPTION ACRES �., AG LAKE TRACTS(Includes L.M.E.) 50.03 0/ \/I_ 3 VESTED LAKE TRACTS(Includes L.M.E.) 98.9fi A� 1 I ROAD R.O.W.(across WRA) 2.47 `� � �i ROUND-ABOUT WRA AREA TOTAL 151.45 I' 21 �25'TYPE IDI L.B.E. VAi ••r ,��-;1 / SEE SHEET 7 FOR MAIN SPINE m4'R.O.W. ��% • (I., � C--_ _- . ROAD CROSS SECTION 22m AvsNE - _, 111. • /' SPECIAL NOTES g 11 ` ✓ 1. REQUIRED LANDSCAPE BUFFERS/EASEMENTS THAT ARE ZONING F '�, *Oitai SSA-17 NOT INDICATED ON CERTAIN PARCELS HEREON WILL BE ESTATES Si I ', ' I'; PROVIDED AS REQUIRED AT TIME OF D.O. 'I I�j �'� _ 2. WRA LAND USE IS WITHIN SSA AND IS NOT INCLUDED IN ,��� •` TTHE HE OPE BOUNDARY.THE WRA N SPACE CALCULATIONS.REA IS NOT INCLUDED IN EEC eon A.0 NE IIPt �'' `�• 3. WHERE THE NO PERIMETER ADJACENT TO AN SSA OR A 10'LCEC EASEMENT !✓, ' ` PRESERVE,NO PERIMETER BUFFER IS REQUIRED, EXCEPT AS MAY BE REQUIRED BY SOUTH FLORIDA 1111 Aar. :. %‘ WATER MANAGEMENT DISTRICT PERMIT 1e0A»NE ��, ' ' 4. GIVEN THE DONATION OF THE RIGHT OF WAY FOR OIL THESE LANDS WHICH HAVE AN WELL ROAD,THE FACT THATTHE FUTURE CONSTRUCTION OF BIG CYPRESS PARKWAY AND NRI$CORE GREATER THAN 1.2i :.IL (cr,J WIDENING OF OIL WELL ROAD WILL INCLUDE SIDEWALKS WILL BE MAINTAINED IN AWITHIN THE ROW OF THESE ARTERIAL ROADWAYS,AND YROAD IMPACT FEES INCLUDE THE CONSTRUCTION OF PREDOMINATELY NATURAL STATE NTHER FENCE(TYP.) SIDEWALKS,PAYMENT IN UEU SHALL NOT BE REQUIRED --- _ _ ' "•N i �� SSA-17 �•"` -� FOR THE PROJECTS FRONTAGE ON OIL WELL ROAD AND a FUTURE BIG CYPRESS PARKWAY. ACONNECTOR ROAD �� f�, ------POTENTIAL NATURE VIEWING PLATFORMS ESTATES I Im J `irsi I AG **DENOTES GROSS 5 ' j� PROPERTY BOUNDARIES ��• II X.,•.,//�. I ZONING AIAHORLSAO _ ZONING SSA-17 - _-_-_-_-_ - - . A.MHORLSAO PANTHER FENCE(TYP.) (i)1 SSA-17 I J 1 POTENTIAL FUTURE}Ac. / \OPEN SPACE CALCULATIONS _ I I TRANSFER STATION OR OPEN OPEN I --3 PARK AND RIDE LAND USE ACRES SPACE SPACE % ACRES ruwv.De.nn Extension II -1141$11 {_{+� NEIGHBORHOOD GENERAL 497.321 20.00% 97.46 BCSD PROPERTY LINE�. t Ip \F4 1 +_ 1 i - (// COMMERCIAL•CIVIC 3 12; 10.00% 0.31 Aro AREAS FROM SE.INROADDININTERSECTIONADJACENT BIG �,�]0� ��, '`' �/Lai1ICOMMLMI'TY S* 3 i 14BB5500%! 6.22 18- Bn " I 30.001� 7A2 O 28LB.E.w/10'U.E.INCLUDEDINADJACENTPARCEL SSA-17 \ 50.00% 16.18CYPRESS PARKWAY TO SCHOOL SITE SOUTH P/L3 50.110% 74d ARK PRESERVES 9.52 100.00%'.. 9.52 AKES R. 334.54 100.00% 334.54 AKE M.E.&MSC.OPEN AREA* 176.20 100.00% 176.20 SCALE DEPICTED FOR �mA x 1 PERIMETER BUFFERS 4• .18 100.00% 4.10 FULL SIZE 24'238"PRINTS \ ' ZONING , DOUBLE SCALE FOR I \ 1 AJAHORLSAO UTIL7Y SITES 5.32 1500% 0.90 11•21T PRINTS AND 10'IJTILTY EASEMENT 0.B1,ioo.00%1 0.81 DIGITAL VIEWING ACONNECTOR ROAD ..��1 p.. -- - ?, ELEMENTARY SCHOOL SITE 77.93 10 00% _ 2.79 0 mI»NE �ji' ( 1-. j 8 AFFORDABLE HOUSING AF•1&AF•2 65.71 20 00%I 13.14 ^ -_ / e / \ TLOWN CORE 25.2fi 10DO% 253 INTERIM ROAD ACCESS PER { , ! BUSINESS PARKS(BP•1&BP•2) 118.19I 10 00% 11.82 AF2 1,SSA 18 SECTION(A)80'CROSS TOWN CENTER(Adjacent to ltih Ave.NEJ20.93 10 00.6... 2.09 o®o SECTION TO BELLMAR VILLAGE 4_18 TOTAL OPEN SPACE CROWDED /1fi-I>h NE OPEN SPACE CALCULATION NOTES: 1. MINIMUM REQUIRED OPEN SPACE=35%of TOTAL SRA 1,544.46=540.56 Ac.PROVIDED , ' DISCLAIMER: SCHOOL OPEN SPACE=46.36%(716.06 Ac.) THE MASTER PLAN IS CONCEPTUAL INTERNAL ROAD TY 2. AREAS IN ABOVE OPEN SPACE TABLE FOR COMMUNITY PARK,AFFORDABLE AUGNMEN75,LAKE SITING AND CONFIGURATION OF SITE HOUSING,BUSINESS PARKS&TOWN CORE LAND USES DENOTE NET DEVELOPMENT DEVELOPMENT AREAS ARE SUBJECT TO AREA WHICH EXCLUDES LAKES,ROAD R.O.W.&L.M.E./OPEN SPACE.THOSE AREAS MODIFICATION WITHIN THE RLSA GUIDELINES AT TIME - OF FINAL DEVELOPMENT ORDER G•bGa.n G SW E • ARE INCLUDED IN THE APPROPRIATE CATEGORY IN THE OPEN SPACE TABLE ABOVE FROJLCT TARPON BLUE CE MANAGEMENT,LLC B ABx PROZCi '-0D1°-1W AGNOLI -^^-• xNc TOWN OF BIG CYPRESS ' "O9tAN BARBER& Y•Hr" 1"'E ` DRAWN SRA SUBMITTAL PLANS Or. ROP HOW.o�' `YK SCALE:N/uoo•.1.,. BRUNDAGE,INC. CHECKED B PLAN SUM enrtv Pndes.b0.1 E•gine.u,Planners,SD..yon N I4O4...P.A1.Simen •,�,,,,, „ D. ,,,° EXHIBIT(A) OPDgL"d2 ol'Q'u 0 x/• i .:,........,._,.�..,o�....,.,..,,. '""„"" a DATE .Tu,oxs B. - MASTER PLAN COLOR „I1n,.. 12720 1 °'$ A TOWN OF BIG CYPRESS SRA LAND USE SUMMARY _ 500' C OIL WELL GRADE RD. / � ZONING NEIGHBORHOOD GENERAL CONTEXT ZONE orWeeke.4. A-MHORLSAO SYMBOL DESCRIPTION ACRES ..;,.a:.•.•.•.•.•.._- ..... SYks,\V. NEIGHBORHOOD GENERAL _ 487.32 ._ 300' HsA i i COMMERCIAL.CIVIC 3_12 j ROAD R.O.W. 167.95 ,;.; I:7-,-,x ` 25'TYPE ID)LB.E. ............. .. ............. ... ............ ... ............ ....... .IXI:. """ " „ AMENITY CENTERS 23.40 25'TYPE ID(L.B.E. -..,..•.e..,",..,,.,•A,..........w.. -,---- MUN 5 1 I B.e •�-�- - COMMUNITY PARK **44.45 I___ - :. vy 2'TYPED L PARKS * 13.82 --- -OIL WEL D-- PARK PRESERVES * 9.52 • h I 10 0 E 1 I �I LAKES ... 286.69 2LACOLOCAL R TOj �' , ....,., CONNECTIONTO w A4 ,..,.. SA LAKE M.E.8 MISC.OPEN AREA 160.11 •RNERGRASS VILLAGE ` op PERIMETER LANDSCAPE BUFFERS 4.18 '�"Y .1 ,447S7 300' UTILTY SITE 5.32 L to'TYPE IAI/ k /, ^F ROUNDABOUT 10 ELEMENTARY EASEMENT CHOO 0.81 � ELEMENTARY SCHOOL SITE 27.93 SSAI7 GENERAL L.B.E. L I 1Mwl� FSA NEIGHBORHOOD GENERAL CONTEXT ZONE TOTAL 1.234.64 CONDITIONAL CI _S, - �I ,,;, 500' AFFORDABLE CONTEXT ZONE USE(GCU) DENOTES ESASETBACKS NSA KS ;;." 4v . 300'S 500'SETBACKS � � C____= AFFORDABLE HOUSING(AF•I 8 AF-2) I** 88.21 / �/: .:4,,.,�` "1,;:'"""""� TOWN CORE CONTEXT ZONE ZONING j% X'-' 2,,S „?w•�Jto,TrPE A-MHORLSAO ' 4.a,�! ZONING �}{ TOWN CORE ** 35.66 my,0e\., ;aw (A)LB.E. AaMORLEAO BUISNESS PARK CONTEXT ZONE i - „�1 MOW BUSINESS PARKS(BP-1 8 BP-2) **165.03 /1 i ., °_ ,.."".,. TOWN CENTER CONTEXT ZONE SSA-17 gs.;p;,c;,o;p; w TOWN CENTER(Adlacenl to 18th Ave.NE) ** 20.93 _ T SSA-15n\---. SRA BOUNDARY TOTAL 1,544.46 y� r 2 / J L *SOUTH PARK AREA INCLUDES(4)1.0 Ac CELLS ABOVE 1.2 NRI ZONING �.- - / A....._r **ACREAGES ARE GROSS AND INCLUDE ROADS,LAKES,LM.E.&OPEN SPACE A-MHORLSAO - j 'I, ' DENOTES PANTHER I WILDLIFE FENCING LOCATIONS � M�_ 4y I . '''I w ) SSAT 5 DENOTES FUTURE COUNTY ROAD RIGHT-OF-WAY NOT IN SRA r 1T'' 1 W 10'TYPE(AI BOUNDARY WRA LAND USE SUMMARY ..vg ' ) SYMBOL DESCRIPTION ACRES r.�_ fi t;.,e. _ • \ AG LAKE TRACTS(Includes L.M.E.( 50.03 �{� �`"� _1 � �: VESTED LAKE TRACTS(Includes L.M.E) 98.96 k`4'"; �'.`Y ,-*;‘1,-;.,,,,� . 1 ROAD R.O.W.(across WRA) 2.47 ?..".,`ww '"° j;'4,,�t�4,...4444 vim. ROUNDABOUT WRA AREA TOTAL 151.45 `� `� 17,,, ::,--,; tip' 21 U.E. SSA 17 �3,if 4C it,af I , 26'TYPE IDI LBE. r -�'d it SEE SHEET 7 FOR MAIN SPINE //- %, ,,,,.. , c 4 �5 . �Ifr ROAD CROSS SECTION 200'RO.W.\ - f . 4 7w ,, / : / I ,.\ 4/ Y �°' C4 � SPECIAL NOTES: s y w i \ . t t l I ' 1. REQUIRED LANDSCAPE BUFFERS/EASEMENTS THAT ARE ZONN10 F J- I- , \ ti S / • - `(o'%•,SSA-17 NOT INDICATED ON CERTAIN PARCELS HEREON WILL BE ESTATES 8! N:, �0 X/ , ,• J cy j PROVIDED AS REQUIRED AT TIME OF D.O. n J- % o SJ r 4, i di -T L. I /� • i/ 2. WRA LAND USE IS WITHIN SSA AND IS NOT INCLUDED IN fi THE SRA BOUNDARY.THE WRA AREA IS NOT INCLUDED IN _--___-_-_-- Ur_ nP \ ,� ,` 1';%. THE OPEN SPACE CALCULATIONS. o y 10'LCEC EASEMENT < 9�1,�'d \son Y, �� ! 3. WHERE THE TOWN PERIMETER BUFFS AN SSAORA .✓... � �;. �k. "°.. 'Y'w.; PRESERVE,NO PERIMETER BUFFER IS REQUIRED, ,.'0�� � mm�•� '0kss.�i ti :"x1Xa. EXCEPT AS MAY BE REQUIRED BY SOUTH FLORIDA ='- �'41,,.,y ='S� WATER MANAGEMENT DISTRICT PERMIT tam A"nE CO /''-�'� / yew �. '..e GIVEN THE DONATION OF THE RIGHT OF THESE LANDS WHICH HAVE AN ___ /�--• .,8,"d;'. .......`�'\eati""��' y /�a WELLCONS ROAD, AD THE ON OFFACT THAT THE BIG CYPRESS FUTURE PARKWAY FOR OIL NRI SCORE GREATER THAN 1.2 ,.sue.. �j �.� >` , "- \ WIDENING OF OIL WELL ROAD WILL INCLUDE SIDEWALKS WILL BE MAINTAINED IN A <Wal�•w7 .. .4i,4u.�.,�.+, ,'.�r WITHIN THE ROW OF THESE ARTERIAL ROADWAYS,AND PREDOMINATELY NATURAL STATE momMEN Ilii+, .c '��y•v'^a,;' PANTHER FENCE(TVP.I ROAD IMPACT FEES INCLUDE THE CONSTRUCTION OF mi, 1y� SIDEWALKS,PAYMENT IN LIEU SHALL NOT BE REQUIRED 4._ w NE �4•• I SSA-17 1u�'"i'y1$I`k �,G•w c%o FOR THE PROJECTS FRONTAGE ON OIL WELL ROAD AND .-W _111 j; ,;.:1=• . \ FUTURE BIG CYPRESS PARKWAY. CONNECTOR ROAD w I�I� "�j w"..p¢ 1`,(; / K r. 1I'J' ' \ POTENTIAL NATURE VIEWING PLATFORMS ESTATES I -- wG re liv'J`os`;a T:c AG et **DENOTES GROSS 5 -2_-_-:-_-_- _- - MEo 1 `' /a` s PROPERTY BOUNDARIES i LL _ _Mi 4y / ZONING "1 SSA-1] +CA, AAIHORLSAO ZONING `�/ AJdHORLSAO - PANTHER FENCEITYPJ 11ifli1: SSA-17 . M BCSD PROPERTY LINE I POTENTIAL FUTURE 1 Ac. /C\OPEN SPACE CALCULATIONS ,an AC NE _ TRANSFER STATION OR ' OPEN ', OPEN -------- - •1-7,}I PARK AND RIDE LAND USE ACRES',SPACE SPACE N..Vanderbilt EV.n.rn I (I 1 '4 ACRES' iU I11J NEIGHBORHooO GENERAL 487 32; 20.00% 97.46 1 4rt.,l,,.. 3,1 . I; COMMERCIAL•CIVIC 3.12 10 00% 0.311 n� en A.E 0:V '� ROAD R.O.W.* 194.78 15 00% 29.22 JeL _ _ _ " i y e AMFJ4TY CENTERS 234E 30 00% 702 CYPRESS PARKWAY TO D INTER SITE SO PARCEL -_•, ,' SSA-I] 0 v w'°�4 Q PARKS*TY PARK 14 86 50 005 17 44 26'L.B.E.w/10'U.E.INCLUDED IN ADJACENT AREAS FROM SPINE ROAD INTERSECTION OF BIG �i% `° 4 t N PARKS* 14 BB SO 00'6 7.4t SOUTH P/L wg4 1 PARK PRESERVES 952.10000% 9.52 ee 1 I ";+' i I ,LAKES* 334.54 100.00%I 334.54 smA. _\ - _ lM`,( wl LAKE M.E.F.MISC.OPEN AREA* 176.20'.100.00%! 178.2E FUCI F DEPICTED FOR .w P tt PERIMETER BUFFERS 418..10000% 4.18 FULL SIZE 24Y36•PRINTS DOUBLE SCALE FOR w ZONING S,'4 1 UTILTY SITES _ 5.32 15 00% 0.80 11'Xir PRINTS AND : A.MHORLSAO ,�. � 10'1JTILTY EASEMENT 081 1000E 0.81 DIGITAL VIEWING CONNECTOR ROAD a.:a" ,B. 4° " V:1110111- 1:;,47 ,13. Ott ELEMENTARY SCHOOL&TIE 27 93 10 00�0 2.79 � _anA..NE1 AFFORDABLE HOUSING(AF•18AF 2) 6571 2000Y 11.14 /A\ -_ ' .TOWN CORE 25.26 1000% 2.53 INTERIM ROAD ACCESS PER BUSINESS PARKS(OP•I&BP•2) ' 116.19 10 00% 11.82 SECTION(A)80'CROSS $, i SSA-18L TOWN CENTER(AIOacent to IBth Ave.NE) 20A3 10.00%. 2.09 ® SECTION TO BELLMAR VILLAGE } / TOTAL OPEN SPACE PRIDED _ 716.06 0 400 Boo A»NE .,•r...nl" I OPEN SPACE CALCULATION NOTES: 1. MINIMUM REQUIRED OPEN SPACE=35%of TOTAL SRA 1,544.46=540.56 Ac.PROVIDED DISCLAIMER: 1 m '11111111111M i SSA-1 OPEN SPACE=46.36%(716.06 Ac.) THE MASTER PLAN IS CONCEPTUAL INTERNAL ROAD '_ - A 2. AREAS IN ABOVE OPEN SPACE TABLE FOR COMMUNITY PARK,AFFORDABLE ALIGNMENTS,LAKE SITING AND CONFIGURATION OF 'I HOUSING,BUSINESS PARKS&TOWN CORE LAND USES DENOTE NET DEVELOPMENT i11+ DEVELOPMENT AREAS ARE SUBJECT TO I 1. AREA WHICH EXCLUDES LAKES,ROAD R.O.W.8 L.M.E./OPEN SPACE.THOSE AREAS MODIFICATION WITHIN THE RLSA GUIDELINES AT TIME - OF FINAL DEVELOPMENT ORDER , Golds Gate BNB E_ ` ARE INCLUDED IN THE APPROPRIATE CATEGORY IN THE OPEN SPACE TABLE ABOVE TARPON BLUE CE MANAGEMENT,LLC 0E90.0 BY:ABB PR..No 14-0015-18C AGNOLI ...... TOWN OF BIG CYPRESS ,,., BARBER& ""'B e•Y.,- SRA SUBMITTAL PLANS B: V NWmaz.xA N/soo BRUNDAGE INC. ... .......,.+....-..• '0 BY 0 Olflinr P,o6....I EeIircrn,Homes,Surveyors µL.e,I.4.w A,,VOO, ,,,,«.,,. E. EXHIBIT(A) Pag&/'d3 of` 'r` "A ...,e...+.,...»_....o,....,.,,w.,• "" O. OA. a-Asars BY MASTER PLAN BLACK&WHITE nu N,,. 1272E 2 °f s A AT THE OPTION OF DEVELOPER THIS ,/---',.___,_ /_ _ ZONING /G\PORTION OF CONNECTOR ROAD MAY BE / A-MHORLSAO REDUCED TO TO'R.O.W.PER SECTION(C) NOTES: \ /�^\ 1. COLLECTOR AND ENTRY ROADS SHALL INCLUDE 4'WIDE BIKE LANES ON u\80'R.O.W. \\ EACH SIDE. SECTION(B) 2.ALL ROAD RIGHT-OF-WAYS SHALL BE 50'MIN.UNLESS OTHERWISE NOTED. SEE SHEET 6 - 60' J.PROJECT SIDEWALKS WILL CONNECT TO FUTURE PEDESTRIAN FACILITIES OIL WELL RD. "'.," .".y.'".,"" i ' INSTALLED DURING OIL WELL ROAD EXPANSION. 70'R.O.W ;„„ ' ""° Orlin? 4.AT THE DEVELOPER'S DISCRETION,A 10-FOOT WIDE PATHWAY MAY BE SECTION(C)-.. ', DESIGN AND SEE SHEET? -I1 80'1 r LOCATED WITHIN REQUIRED PERIMETER LANDSCAPE BUFFERS 25'OR LOCATION OF GREATER IN WIDTH,PROVIDED THE REQUIRED PLANTINGS ARE LOCATED ^ JIlit ' ADDITIONAL BETWEEN THE PROPERTY LINE AND THE PATHWAY,HOWEVER,IN SUCH4 / 1' i��l/� ACCESSPOINTS CASES,THE BUFFER WIDTH SHALL BE INCREASED IN WIDTH BY 5 FEET i� !ll��� 70' TO TRACT BP-1 ABOVE THE MINIMUM REQUIRED WIDTH. A 10-FOOT WIDE PATHWAY MAY > I /; � ,/ ALSO BE LOCATED WITHIN PERIMETER BUFFERS THAT ARE LESS THAN 25' =' I �`���J SUBJECT TO IN WIDTH,HOWEVER,IN SUCH CASES,THE BUFFER WIDTH SHALL BE / I i� COUNTY REVIEW INCREASED IN WIDTH BY 10 FEET ABOVE THE MINIMUM REQUIRED WIDTH. / ��� -�� AND APPROVAL ZONING 5. THE 10'PATHWAY SHALL ONLY BE A REQUIREMENT ON THE MAIN SPINE A.MHORLSAO ZONING ROAD. I I� A-01HORLSAO /[R�\6.ATA MINIMUM THE CONNECTIONS FROM THE TOWN OF BIG CYPRESS TO J ��\ '- FUTURE BIG CYPRESS PARKWAY AND TO DESOTO BOULEVARD FROM 18TH - 1 AVE NE,2ND AVE NE,AND VANDERBILT BEACH EXTENSION,AS WELL AS -' __ ' _- I -' FROM OIL WELL ROAD,SHALL BE CONSTRUCTED IN ORDER TO PROVIDE I / ) SUFFICIENT EMERGENCY ACCESS ALTERNATIVES TO THE TOWN.THE } 125' ' `L CONNECTING ROADS TO RIVERGRASS AND BELMAR VILLAGES ALSO ZONING I � , PROVIDE ACCESS.ALL OTHER CONNECTIONS TO FUTURE BIG CYPRESS A-MHORLSAO `�__,, 6'RX10'S CBC WILD LIFE PARKWAY AND/OR DESOTO BOULEVARD OPTION,BASED UPON FUTURE - - ■�1 s/,, CROSSING(TYP.2 PLACES) CONDITIONS. - r �h I�� �-- '' �4i 200' I ( 100' \ /� 125' C�� 10Q� (00. Ir Imo`, �100IwIll ROUND-A-BOUT \��I�\ 1 22nd_Ave _ .I ,.....„:,.........,,,, ^ ,,,, , __. �=� j �I+� ZONATE 1z 1 1' 1 \`` `� / rI \ ZONING ESTATEd I �1 ''y'\ Il 71 A-MHORLSAO - - - - - - - - a ___1_ C ittl ����'. ;'hr/I� �, �� � • ������� LABELS REFER TO I.I.. 1, " 100 `,v RIGHT-OF-WAY WIDTHS FOR 125'MAIN SPINE ROAD SECTION ;'-IA �) 100' .,L�� ENTRY AND COLLECTOR ROADS, wNE ALL OTHERS ARE 50'MIN. *80'MAIN BLVD.CONNECTOR' •�� e ROAD SECTION(A) OP „ii( e/ - - - - 1 1 ..NE ® 1 `� mA y ' I c w I_� 80'R.O.W. ( ,', i SECTION(A)I C, ZONING 1 > SEE SHEET6 \\� ESTATES ` 14th Ave NE 60' I ' ZONING r JF., ‘`-, I AI.iHORLSAO ,hh AwN_ ZONING �� 1 AJAHORLSAO -`� a � 1 r-80' - 80'R.O.W. SECTION(B) '_ ' SIDEWALKS(TYPICAL) SEE SHEET 6 THROUGHOUT DEVELOPMENT O wNE 80' I TOWN CORE 80.R.O.W.SECTION(B) .111II PROPOSED ON MAIN BLVD. LEGEND New Van..En I 6Q' OPTIONAL ON OTHERS - SIDEWALKS/PATHS \ \ l 10'MULTI-USE PATH NE \ ; 80' 'It \ I' r ' _,/ .4-1.• SECONDARY SIDEWALK AND WATER \\ MAIN INTERCONNECT LOCATIONS \ 11 ,II SECONDARY SIDEWALK /�ao R.O.W. \,1 % INTERCONNECTION LOCATIONS D_SECTION(A) '1'Aw NE 1 SEE SHEET 6 \ 80• ' 1 ZONING 1 '\ A-MHORLSAO 1 A ' 1 SCALE DEPICTED FOR ; — _j. FULL SIZE 24'Y36"PRINTS DOUBLE SCALE FOR 11'XIT PRINTS AND .— '`',1 DIGITAL VIENANG \ . ' f I __ fin\ 101'_-. DISCLAIMER: a /V\80'MAIN BLVD.CONNECTOR THE MASTER PLAN IS CONCEPTUAL INTERNAL ROAD '\ ALIGNMENTS,LAKE SITING AND CONFIGURATION OF R.O.W.SECTION(A) DEVELOPMENT AREAS ARE SUBJECT TO MODIFICATION WITHIN THE RLSA GUIDEUNES AT TIME IMQI I \ OF FINAL DEVELOPMENT ORDER cde. c.i.rwNe AGNou .r r TARPON BLUE CE MANAGEMENT,LLC 00 0 PROJECT p 110 BARBER& o RH. .•�." ... -- s<. TOWN OF BIG CYPRESS ,; NORM xNM',MOW, .,...,. •...-..--., MILE SRA SUBMITTAL PLANS DAM CEO®Br'%23 1 `E"'I m"' N/ BRUNDAGE,INC. Anfna n.I F i,O,NA., rt A I,,,,n,r p.Arth�O<N n n..w,...e .•. 'MEDM SRA (A) P a g e34 1� .L "A .........-,..-.�- 3.......,.,.=1:.;..,• "'" Na ND. DATE no. 00 SRA MOBILITY PLAN Tn. 1z720.`3 ..0 ZONING AIAHORLSAO / A txwa iii moilI A (".1 OIL WELL R.D. _ — —" y T jiiii\ - 1,11P1'+/ . W - �, vital I:7Fa T - mei 1.11/W K1tF1 WHIM ZONING MUM E:1►/EI AaMORLSAO (:1►FI .ei t-7*1 ))) t_)ri1 ZONINGr ` A-MHORLSAOE:XFI i l:xF1 IMP-I l:4F1 f EAU 47F1 Ida E7AI t:714 wine /(�(xF.r, K !1 i r [xFa Lx.4ll t:7F1 a aim ExFa 1 MUM ZONINZind_AG a -- +• ■E..0 MlxFai E:AFa �(bF1 l ZONING ESTATES '( ' ``� A.MHORLSAO ■ F,CbF1 (XFI1 - - - - - - 10N Ave NE - inV:xli�FxFa[.iFaIN • MIN lift, tx�ta � tool iIP %xF1 }-- •" MOM IN.'. ft UltAle, Niiii . _ Nn AG,NE a(w*1 __ r ` N a a E-f►INI oii01 \ , ZONING r ESTATES U n ZONING 3F t: A.IHORLSAO ISIN Ave !I ZONING __ ___—_—_---_ A-MHORLSAO taFI 8 /D L7A1 1.11111 I A t:71Y1 etD ANY NE (:1►F1 New V.MeMY Eal.nYen . - I -� l►Ai #1UlII11N11\il 4 - -anwNE 1 t � 7 �/D t:7.1 , LEGEND , fx-771 DENOTES DEVIATION NUMBER LOCATION. - - - NE :x SEE SHEET 5 OF 7 FOR DESCRIPTIONS. �p (a7 .1 ZONING i A-MHORI-RI E:7F1 (:7*1 A,.NE SCALE DEPICTED FOR f': FULL SIZE 2f138-PRINTS �. I DOUBLE SCALE FOR 11-XIT PRINTS AND I t DIGITAL VIEWING „�` - -@1:H° - _ i bed Am.NE iiiiii... t•Yrin DISCLAIMER: THE MASTER PLAN IS CONCEPTUAL INTERNAL ROAD ALIGNMENTS.LAKE SITING AND CONFIGURATION OF DEVELOPMENT AREAS ARE SUBJECT TO 00 Na MODIFICATION WITHIN THE RLSA GUIDELINES AT TIME nmu.«,wG.umu OF FINAL DEVELOPMENT ORDER. i TARPON BLUE CE MANAGEMENT,LLC „ AeS PROJECT No 14-0010-11/0 AGNOLI „rc.` TOWN OF BIG CYPRESS o ' ' COAA Fl1° PAID BARBER A 1000111(17 „ .,.+en e...„ee„e„w.�..,...e:r .a „u.` Der: NAT. _ .BB SRA SUBMITTAL PLANS ' ' u E"E, RUNDAP1 INC. PLAN STAGE ee.reee wl Eeyrcen,H...e..,se..•eTNe.Fr I..aee.P.ARwu. „..„.w. TILE EXHIBIT(A) CNE«EDPagL'sd6 or' '" „H Led..w....°=UTZ:er,.„„. """""' „o. DATE a.saS sr MASTER PLAN WITH DEVIATIONS rcc„o.. 1nm a o s DEVIATIONS A DEVIATIONS CONTINUED:/\ 8.1 Neighborhood General Standards 8.6 Landscape Standards 1) A deviation from LDC Section 4.08.07.J.2.d.iii.f)iv),"Non-residential uses,"which 1) A deviation from LDC Section 4.06.02.C.,Buffer Requirements,"Types of buffers," states"the maximum square footage per[non-residential]use shall be 3,000 square feet Table 2.4-Table of Buffers,Footnote(3)which requires"Buffer areas between commercial and per location shall be 15,000 square feet,"to instead allow the Amenity Center sites outparcels located within a shopping center,Business Park,or similar commercial and related uses to be a maximum of 30,000 square feet each. development may have a shared buffer 15 feet wide with each abutting property contributing 7.5 feet",to instead allow a shared buffer 10 feet wide with each abutting property 2) A Deviation from LDC Section 4.08.07.J.2.d.iii.e)ii),which states that in the case contributing 5 feet. of"Multi-Family residential,""side yard setbacks shall be a minimum of 10 feet and rear yard setbacks shall be a minimum of 20 feet for the primary structure..."to instead allow 8.7 Other Deviations for a side yard setback of 0 or 5 feet and a rear yard setback of 15 feet for zero lot line and townhome development,as set forth in Table 1:Neighborhood General-Required 1) A deviation from LDC Section 4.05.04.G,"Parking Space Requirements,"which Minimum Yards and Maximum Building Height,excluding County owned roadways. requires 1 parking space per 100 square feet for recreation facilities(indoor)sports, exercise,fitness,aerobics,or health dubs to instead allow for parking for the Amenity 8.2 Town Center Standards Center sites to be calculated at 1 space per 200 square feet of indoor square footage, excluding kitchen or storage space. 1) A deviation from LDC Section 4.08.07.J.2.d.i.n)"General Parking Criteria",which states"The majority of parking spares shall be provided off-street in the rear of buildings 2) A deviation from LDC Section 3.05.10.A.2.-"Location Criteria,"which requires that or along the side secondary streets. Parking is prohibited in front of buildings..."to "LSPA[littoral shelf planting areas]shall be concentrated in one location of the lake(s), instead allow parking in front of buildings in the Town Center. Where parking areas are preferably adjacent to a preserve area,"to instead allow for required littoral shelf planting adjacent to a road,a double-row hedge with 24"high shrubs spaced 3'on center will be areas to be aggregated in certain specific development lakes,including the development provided in the buffer along the road,as part of the respective SDP,or as a separate lake and WRA system that runs along the eastern perimeter of the SRA. Landscape Butter Easement(LBE)Tract. 3) A Deviation from LDC Section 4.03.08.C,"Potable Water System,"which states 2) A deviation from LDC Section 4.08.07.J.2.d.ii.o)"General Parking Criteria",which "separate potable water and reuse waterlines...shall be provided...by the applicant at no requires that the amount of required parking in the Town Center"be demonstrated cost to Collier County for all subdivisions and developments"and"Reuse water lines,pumps, through a shared parking analysis submitted with an SRA designation application..."and and other appurtenances will not be maintained by Collier County,"to instead allow for such be"determined utilizing the modal splits and parking demands for various uses facilities and/or appurtenances to be conveyed to and maintained by Collier County. recognized by ITE,ULI or other sources or studies..."to instead allow the parking demand analysis to be submitted at the time of initial Site Development Plan(SDP)or,at 4) A deviation from LDC section 5.04.04.B.5.-"Model Homes and Model Sales Centers", the discretion of the County Manager or designee,at the time of a subsequent SDP or which permits a maximum of five(5)model homes,or a number corresponding to ten(10) SDP Amendment,in order to allow for a more comprehensive parking demand analysis percent of the total number of platted lots,whichever is less,per platted approved based upon the mix of uses at the time of the initial SDP or subsequent SDP or SDP development prior to final plat approval. The requested deviation is to allow for a maximum Amendment. of 50 model homes at any one time within the overall Town. With each building permit for a model home,the applicant shall provide documentation at to the current number of model 8.3 Town Core Standards homes in existence. 1) A deviation from LDC Section 4.08.07.J.2.d.i.n)"General Parking Criteria",which n 5) A deviation from LDC Section 5.05.08 Architectural and Site Design Standards, states"The majority of parking spaces shall be provided off-street in the rear of buildings Paragraph D.9.b.i,and ii,which states the following: or along the side secondary streets... Parking is prohibited in front of buildings,except within the right-of-way...".To instead allow 50%of the required parking in the front, i. Primary facades.All exterior facades of freestanding structures,including structures when such parking is located on a lot with two or more street frontages,or when located located on outparcels,are considered primary facades and must meet the requirements of on a lot fronting on Big Cypress Parkway. A Type buffer per LDC at time of permitting this section with respect to the architectural design treatment for primary facades in LDC will be required when parking is adjacent to or abutting a road. section 5.05.08 D.2.,except for those facades considered secondary facades. ii. Secondary facades.One facade of a freestanding structure,including structures located 2) A deviation from LDC Section 4.08.07.J.2.d.i.n)"General Parking Criteria",which on outparcels,that is internal to the site and that does not abut or face public or private requires that the amount of required parking in the Town Core"be demonstrated through streets adjacent to the development.Outparcels and freestanding buildings are allowed one a shared parking analysis submitted with an SRA designation application..."and be secondary facade. "determined utilizing the modal splits and parking demands for various uses recognized by ITE,ULI or other sources or studies..."to instead allow the parking demand analysis This deviation seeks to instead allow for up to two secondary facades for outparcels and to be submitted at the time of initial Site Development Plan(SDP)or,at the discretion of freestanding buildings located in those portions of the Town Core and Business Park tracts the County Manager or designee,at the time of a subsequent SDP or SDP Amendment, located east of Future Big Cypress Parkway and west of the 80 foot connector road(labeled in order to allow for a more comprehensive parking demand analysis based upon the "Connector Road"on the Master Plan),and within the Business Park Tract located north of mix of uses at the time of the initial SDP or subsequent SDP or SDP Amendment. Oil Well Road. The application of this deviation shall be determined as part of the architectural review at time of SDP. If the respective adjacent roadway has been permitted 8.4 Transportation Standards and construction has commenced,this deviation shall not apply. 1) A deviation from LDC Section 4.08.07.J.1.b,"Figures 5,6,and 7,Local Street Neighborhood General,"which requires a 6-foot-wide planting area between the travel lane and the sidewalk,to instead allow for a 5-foot-wide planting area in the same location for local roads within the project in Neighborhood General.In such cases,either a root barrier or structural soil shall be utilized.If the option of structural soil is utilized,a minimum of 2 c.f.of structural soil per square feet of mature tree crown projection shall be provided. 8.5 Sign Standards 1) A deviation from LDC Section 5.06.02.B.5.a,"On-premises directional signs within residential districts,"which requires on-premise directional signs to be set back a minimum of 10 feet from the edge of the roadway,paved surface or back of the curb,to instead allow a minimum setback of 5 feet from the edge of the roadway,paved surface or back of the curb,limited to signs internal to the SRA only. This excludes signage along County owned roadways. DISCLAIMER: THE MASTER PLAN IS CONCEPTUAL INTERNAL ROAD ALIGNMENTS,LAKE SITING AND CONFIGURATION OF DEVELOPMENT AREAS ARE SUBJECT TO MODIFICATION WITHIN THE RLSA GUIDELINES AT TIME OF FINAL DEVELOPMENT ORDER. AGNOLI x wE TARPON BLUE CE MANAGEMENT,LLC BY'mil BARBER& TOWN OF BIG CYPRESS DRAW e. x z Fl pone BRUNDAGE,INC. ""'"" "01 SRA SUBMITTAL PLANS MALE." CHUM BY:0. ALAN STAGE:REV. Prvu.,„o"1 Pye o..,Pima,surv.yo„C 1.,ehrape nrvw,e 7o- ..."... .o. EXHIBIT(A) DATE Paye,GG oitn.DAILY:"i ..v...r_..-"..e,..,,....,T """""' o. o.,E RENSION5 I a« MASTER PLAN DEVIATION DESCRIPTIONS „. 12720 iAtL4 5 °f 9 2'It 3o glMh ox f ‹ $2dalr 0o zM CO m a WW KQ M pm;=cx5.4 W C Z 2 U leK F U Hm f G a' Y F W > a N O O z K 01 2 K Ica O ZO yKK O O V U K a 2 Z O C Z 6 J W 3 N KOO Z �O ZW U¢QU x N Q C G f W • JO I. ZwW W re W arc �00; g�aa 3 ¢i a a rc$ \O ¢U ¢ O C O W ` f O O a 0z N C p0 �Y mp �a,' (( J J KmQ tt- N 1- �� IL © N Jo ®� j 3 Va a. 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LEGAL DESCRIPTION OF TOWN OF BIG CYPRESS SRA TRACT 1 ALL THAT PART OF SECTION 14,TOWNSHIP 48 SOUTH,RANGE 28 EAST,COLLIER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF AFORESAID SECTION 14; THENCE N 89°44'31" E ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 14 A DISTANCE OF 2290.36 FEET; THENCE LEAVING SAID SOUTH LINE N 00°15'29" W A DISTANCE OF 150.00 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 14, SAID INTERSECTION ALSO BEING THE NORTH RIGHT-OF-WAY LINE OF OIL WELL ROAD(200' R.O.W.),THE BEGINNING OF A NON-TANGENT CURVE CONCAVE NORTHWESTERLY WHOSE RADIUS POINT BEARS N 00°15'29" W AND HAVING A RADIUS OF 49.98 FEET AND THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°01'38"AN ARC DISTANCE OF 78.53 FEET; THENCE N 00°15'29" W A DISTANCE OF 532.41 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 390.04 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 27°34'16" AN ARC DISTANCE OF 187.69 FEET; THENCE N 90°00'00" W A DISTANCE OF 542.86 FEET; THENCE N 02°58'04" W A DISTANCE OF 49.93 FEET; THENCE N 20°32'11" E A DISTANCE OF 79.46 FEET; THENCE N 12°52'03" E A DISTANCE OF 90.75 FEET; THENCE N 40°43'42" E A DISTANCE OF 66.96 FEET; THENCE N 19°39'43" E A DISTANCE OF 83.37 FEET; THENCE N 15°21'20" E A DISTANCE OF 81.38 FEET; THENCE N 13°06'04" E A DISTANCE OF 43.13 FEET; THENCE N 16°32'03" E A DISTANCE OF 59.27 FEET; THENCE N 15°50'59" E A DISTANCE OF 84.54 FEET; THENCE N 19°34'10" E A DISTANCE OF 49.12 FEET; THENCE N 24°19'49" E A DISTANCE OF 65.88 FEET; THENCE N 03°01'59" W A DISTANCE OF 21.05 FEET; THENCE N 24°47'24" E A DISTANCE OF 27.00 FEET; THENCE N 35°02'02" E A DISTANCE OF 57.55 FEET; THENCE N 31°38'37" E A DISTANCE OF 74.11 FEET; THENCE N 42°27'50" E A DISTANCE OF 131.19 FEET; THENCE N 56°17'13" E A DISTANCE OF 69.33 FEET; THENCE N 45°17'37" E A DISTANCE OF 53.32 FEET; THENCE N 52°32'34" E A DISTANCE OF 39.22 FEET; THENCE N 64°25'20" E A DISTANCE OF 40.67 FEET; PAGE 3 OF 20 Page 43 of 123 THENCE N 76°54'51" E A DISTANCE OF 22.81 FEET; THENCE N 90°00'00" E A DISTANCE OF 28.42 FEET; THENCE S 73°22'35"E A DISTANCE OF 41.52 FEET; THENCE S 68°09'59" E A DISTANCE OF 131.93 FEET; THENCE S 68°33'28" E A DISTANCE OF 92.17 FEET; THENCE S 32°13'35"E A DISTANCE OF 20.06 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE NORTHEASTERLY WHOSE RADIUS POINT BEARS N 40°46'21" E AND HAVING A RADIUS OF 262.49 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 29°51'47"AN ARC DISTANCE OF 136.81 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS S 10°01'28" W AND HAVING A RADIUS OF 559.90 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 17°43'00"AN ARC DISTANCE OF 173.13 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY WHOSE RADIUS POINT BEARS N 27°56'31" E AND HAVING A RADIUS OF 297.52 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 25°30'46"AN ARC DISTANCE OF 132.48 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS S 02°58'54" W AND HAVING A RADIUS OF 196.97 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 33°00'27"AN ARC DISTANCE OF 113.47 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 180.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 38°14'25"AN ARC DISTANCE OF 120.14 FEET; THENCE S 71°23'44"E A DISTANCE OF 389.76 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHERLY WHOSE RADIUS POINT BEARS N 37°45'00" E AND HAVING A RADIUS OF 80.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 47°27'54"AN ARC DISTANCE OF 66.27 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 158.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45°04'18"AN ARC DISTANCE OF 124.29 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 180.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 44°57'29"AN ARC DISTANCE OF 141.24 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 90.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°48'28"AN ARC DISTANCE OF 16.98 FEET TO AN INTERSECTION WITH THE WESTERLY RIGHT-OF- WAY LINE OF OIL WELL GRADE ROAD(100' R.O.W.); THENCE S 24°41'58"E ALONG SAID WESTERLY RIGHT-OF-WAY LINE A DISTANCE OF 1383.19 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 766.78 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 04°10'12" AN ARC DISTANCE OF 55.81 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 14, SAID INTERSECTION ALSO BEING THE NORTH RIGHT-OF- WAY LINE OF OIL WELL ROAD(200' R.O.W.); THENCE S 89°44'59" W ALONG SAID PARALLEL LINE A DISTANCE OF 1977.89 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE PAGE 4 OF 20 Page 44 of 123 SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 14, SAID INTERSECTION ALSO BEING THE NORTH RIGHT-OF-WAY LINE OF OIL WELL ROAD(200' R.O.W.); THENCE S 89°44'31" W ALONG SAID PARALLEL LINE A DISTANCE OF 379.91 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 77.88 ACRES. REFERENCE ABB DRAWING#12904-SD PAGE 5 OF 20 Page 45 of 123 ■■■■■r ����� GNOLI 7400 Trail Blvd., Suite 200 �����` Naples, FL 34108 ���"��BARBER & PH: (239) 597-31 1 1 II���' www.ABBINC.com UNIIINNIND MIIII IDRUNDAGE, INC. .■..■■� LEGAL DESCRIPTION OF TOWN OF BIG CYPRESS SRA TRACT 2 ALL THAT PART OF SECTION 23,TOWNSHIP 48 SOUTH,RANGE 28 EAST,COLLIER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF AFORESAID SECTION 23; THENCE S 89°44'59" W ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 23 A DISTANCE OF 770.02 FEET; THENCE LEAVING SAID NORTH LINE S 00°15'01" E A DISTANCE OF 50.00 FEET TO AN INTERSECTION WITH A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 23, SAID INTERSECTION ALSO BEING THE SOUTH RIGHT-OF-WAY LINE OF OIL WELL ROAD(200' R.O.W.)AND THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE S 00°15'01" E A DISTANCE OF 132.67 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 89°44'59" W AND HAVING A RADIUS OF 105.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45°24'58"AN ARC DISTANCE OF 83.23 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 260.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 34°17'57" AN ARC DISTANCE OF 155.64 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 440.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09°35'51"AN ARC DISTANCE OF 73.70 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 700.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 25°06'08"AN ARC DISTANCE OF 306.68 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 349.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 32°28'18"AN ARC DISTANCE OF 197.79 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 1500.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 44°43'03"AN ARC DISTANCE OF 1170.70 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 300.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 75°37'38"AN ARC DISTANCE OF 395.98 FEET; THENCE S 58°44'36" W A DISTANCE OF 390.72 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 100.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 69°52'03"AN ARC DISTANCE OF 121.94 FEET; THENCE S 11°07'28"E A DISTANCE OF 438.61 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 400.00 FEET; PAGE 6 OF 20 Page 46 of 123 THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 85°28'03"AN ARC DISTANCE OF 596.68 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 200.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 50°30'49"AN ARC DISTANCE OF 176.33 FEET; THENCE S 23°49'47" W A DISTANCE OF 390.51 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 400.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 36°52'30"AN ARC DISTANCE OF 257.44 FEET; THENCE S 13°02'43"E A DISTANCE OF 465.37 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 240.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 103°55'42"AN ARC DISTANCE OF 435.33 FEET; THENCE N 89°07'O1" W A DISTANCE OF 1055.37 FEET; THENCE N 00°47'57" W A DISTANCE OF 97.59 FEET; THENCE N 52°33'15" W A DISTANCE OF 70.08 FEET; THENCE N 57°28'41" W A DISTANCE OF 90.17 FEET; THENCE N 54°29'18" W A DISTANCE OF 56.40 FEET; THENCE N 54°52'27" W A DISTANCE OF 222.49 FEET; THENCE N 55°41'14" W A DISTANCE OF 108.91 FEET; THENCE N 64°37'19" W A DISTANCE OF 52.01 FEET; THENCE N 64°31'02" W A DISTANCE OF 71.77 FEET; THENCE N 25°28'58" E A DISTANCE OF 46.08 FEET; THENCE N 17°41'24" E A DISTANCE OF 159.37 FEET; THENCE N 19°24'48" E A DISTANCE OF 130.30 FEET; THENCE N 17°41'12" E A DISTANCE OF 152.31 FEET; THENCE N 19°39'43" E A DISTANCE OF 163.63 FEET; THENCE N 16°58'54" E A DISTANCE OF 115.30 FEET; THENCE N 19°45'12" E A DISTANCE OF 95.09 FEET; THENCE N 18°30'O1" E A DISTANCE OF 108.19 FEET; THENCE N 07°16'45" E A DISTANCE OF 105.99 FEET; THENCE N 07°21'52" E A DISTANCE OF 1053.05 FEET; THENCE N 06°59'59" E A DISTANCE OF 321.33 FEET; THENCE N 09°15'09" E A DISTANCE OF 78.59 FEET; THENCE N 08°05'25" E A DISTANCE OF 95.78 FEET; THENCE N 06°17'00" E A DISTANCE OF 93.24 FEET; THENCE N 02°27'15" E A DISTANCE OF 72.03 FEET; THENCE N 02°13'12" W A DISTANCE OF 94.12 FEET; THENCE N 04°52'08" W A DISTANCE OF 109.91 FEET; THENCE N 04°16'40" W A DISTANCE OF 108.24 FEET; THENCE N 05°59'47" W A DISTANCE OF 114.91 FEET; THENCE N 04°38'07" W A DISTANCE OF 258.02 FEET; THENCE N 04°52'41" W A DISTANCE OF 67.12 FEET; THENCE N 86°56'23" W A DISTANCE OF 87.32 FEET; THENCE N 83°30'14" W A DISTANCE OF 94.02 FEET; THENCE N 80°05'19" W A DISTANCE OF 41.79 FEET; THENCE N 04°47'46" W A DISTANCE OF 42.36 FEET; THENCE N 12°55'07" W A DISTANCE OF 49.84 FEET; THENCE N 03°35'48" W A DISTANCE OF 66.52 FEET; THENCE S 81°12'45" W A DISTANCE OF 65.23 FEET; THENCE S 78°47'29" W A DISTANCE OF 97.37 FEET; PAGE 7 OF 20 Page 47 of 123 THENCE S 80°53'38" W A DISTANCE OF 85.87 FEET; THENCE S 82°51'24" W A DISTANCE OF 71.47 FEET; THENCE S 26°22'26" W A DISTANCE OF 82.01 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 72°06'35" W AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64°54'46"AN ARC DISTANCE OF 164.28 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 86°32'48"AN ARC DISTANCE OF 219.03 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 452.50 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°22'02"AN ARC DISTANCE OF 224.03 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 112.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°03'39"AN ARC DISTANCE OF 19.67 FEET; THENCE N 55°18'56"E A DISTANCE OF 42.09 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 75.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 40°20'51"AN ARC DISTANCE OF 52.81 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 62.57 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 61°04'36"AN ARC DISTANCE OF 66.70 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 195.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 38°58'11" AN ARC DISTANCE OF 132.63 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 80.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°55'56"AN ARC DISTANCE OF 4.09 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 136.29 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 129°01'31"AN ARC DISTANCE OF 306.91 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 55.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 08°18'34"AN ARC DISTANCE OF 7.98 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 320.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35°21'57"AN ARC DISTANCE OF 197.52 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 155.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 15°12'56"AN ARC DISTANCE OF 41.16 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 285.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°38'47"AN ARC DISTANCE OF 52.96 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 62°13'33" W AND HAVING A RADIUS OF 85.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°08'52"AN ARC DISTANCE OF 3.19 FEET; THENCE S 25°37'36" E A DISTANCE OF 108.64 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS S 25°37'36" E AND HAVING A RADIUS OF 240.00 FEET; PAGE 8 OF 20 Page 48 of 123 THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 16°23'03"AN ARC DISTANCE OF 68.63 FEET; THENCE N 80°45'27" E A DISTANCE OF 217.01 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 340.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 05°51'54"AN ARC DISTANCE OF 34.80 FEET; THENCE N 86°37'21" E A DISTANCE OF 245.61 FEET; THENCE S 88°36'14" E A DISTANCE OF 412.53 FEET; THENCE S 88°38'16"E A DISTANCE OF 496.61 FEET; THENCE N 00°15'01" W A DISTANCE OF 885.00 FEET TO AN INTERSECTION WITH A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 23, SAID INTERSECTION ALSO BEING THE SOUTH RIGHT-OF-WAY LINE OF OIL WELL ROAD(200' R.O.W.); THENCE N 89°44'59" E ALONG SAID PARALLEL LINE A DISTANCE OF 1709.53 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 221.42 ACRES. REFERENCE ABB DRAWING#12904-SD PAGE 9 OF 20 Page 49 of 123 i!!!ir 7400 Troll Blvd., Sure 200 !/!/rAGNOLI Naples, Ft. 34108 i!•/tT •i•/!h �iili• PH: (239) 597-31 1 .■!!.: ARBER 8c w W,w.ABBINC.corn ■u.l.i '! 'BRUNDAGE, INC. LEGAL DESCRIPTION OF TOWN OF BIG CYPRESS SRA TRACT 3 ALL THAT PART OF SECTIONS 22,23,26,27,34 AND 35, TOWNSHIP 48 SOUTH,RANGE 28 EAST AND SECTION 3,TOWNSHIP 49 SOUTH,RANGE 28 EAST,COLLIER COUNTY, FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF AFORESAID SECTION 27; THENCE N 89°44'09" E A DISTANCE OF 210.00 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 27 AND THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE N 00°15'51" W ALONG SAID PARALLEL LINE A DISTANCE OF 556.73 FEET; THENCE LEAVING SAID PARALLEL LINE N 89°44'09" E A DISTANCE OF 42.00 FEET; THENCE S 81°09'45" E A DISTANCE OF 24.85 FEET; THENCE S 81°12'57"E A DISTANCE OF 43.68 FEET; THENCE S 67°50'53"E A DISTANCE OF 24.15 FEET; THENCE N 51°13'46" E A DISTANCE OF 14.44 FEET; THENCE N 83°34'26" E A DISTANCE OF 20.97 FEET; THENCE N 85°47'56" E A DISTANCE OF 58.59 FEET; THENCE S 81°25'21"E A DISTANCE OF 65.83 FEET; THENCE S 82°24'10" E A DISTANCE OF 79.32 FEET; THENCE S 81°49'19" E A DISTANCE OF 85.24 FEET; THENCE S 83°07'42" E A DISTANCE OF 94.54 FEET; THENCE S 83°26'41"E A DISTANCE OF 106.68 FEET; THENCE S 85°55'20"E A DISTANCE OF 176.04 FEET; THENCE S 87°21'52"E A DISTANCE OF 151.35 FEET; THENCE S 83°34'18" E A DISTANCE OF 108.51 FEET; THENCE S 87°03'30" E A DISTANCE OF 191.80 FEET; THENCE S 89°27'05"E A DISTANCE OF 171.39 FEET; THENCE S 87°33'10"E A DISTANCE OF 126.34 FEET; THENCE S 88°43'19"E A DISTANCE OF 98.64 FEET; THENCE S 86°48'38" E A DISTANCE OF 96.80 FEET; THENCE S 89°40'09" E A DISTANCE OF 130.03 FEET; THENCE S 87°42'O1" E A DISTANCE OF 124.74 FEET; THENCE S 87°24'48"E A DISTANCE OF 107.14 FEET; THENCE S 87°48'06"E A DISTANCE OF 127.16 FEET; THENCE S 88°11'19" E A DISTANCE OF 153.59 FEET; THENCE N 89°59'O1" E A DISTANCE OF 59.76 FEET; THENCE N 02°51'20" E A DISTANCE OF 51.25 FEET; THENCE N 03°37'35" W A DISTANCE OF 40.26 FEET; THENCE N 07°54'23" E A DISTANCE OF 75.33 FEET; THENCE N 10°03'15" E A DISTANCE OF 64.18 FEET; THENCE N 11°19'06" E A DISTANCE OF 80.02 FEET; PAGE 10 OF 20 Page 50 of 123 THENCE N 10°47'45" E A DISTANCE OF 79.50 FEET; THENCE N 09°49'17" E A DISTANCE OF 94.43 FEET; THENCE N 10°03'11" E A DISTANCE OF 127.62 FEET; THENCE N 09°16'25" E A DISTANCE OF 110.89 FEET; THENCE N 10°39'25" E A DISTANCE OF 144.00 FEET; THENCE N 08°44'32" E A DISTANCE OF 112.11 FEET; THENCE N 10°18'07" E A DISTANCE OF 145.41 FEET; THENCE N 10°24'56" E A DISTANCE OF 170.23 FEET; THENCE N 09°04'56" E A DISTANCE OF 101.38 FEET; THENCE N 10°37'21" E A DISTANCE OF 181.28 FEET; THENCE N 09°57'51" E A DISTANCE OF 121.94 FEET; THENCE N 09°16'33" E A DISTANCE OF 159.76 FEET; THENCE N 08°05'45" E A DISTANCE OF 73.91 FEET; THENCE N 12°06'17" E A DISTANCE OF 47.98 FEET; THENCE N 07°00'32" E A DISTANCE OF 96.94 FEET; THENCE N 12°44'08" E A DISTANCE OF 48.22 FEET; THENCE N 29°04'09" E A DISTANCE OF 51.97 FEET; THENCE N 56°52'43" E A DISTANCE OF 32.67 FEET; THENCE S 79°47'55" E A DISTANCE OF 110.65 FEET; THENCE S 79°01'08" E A DISTANCE OF 91.37 FEET; THENCE S 78°51'16"E A DISTANCE OF 140.42 FEET; THENCE S 79°29'47" E A DISTANCE OF 89.62 FEET; THENCE S 79°26'32" E A DISTANCE OF 117.52 FEET; THENCE S 79°45'16" E A DISTANCE OF 73.96 FEET; THENCE N 46°57'48" E A DISTANCE OF 29.89 FEET; THENCE N 10°52'29" E A DISTANCE OF 123.93 FEET; THENCE N 07°32'25" E A DISTANCE OF 88.34 FEET; THENCE N 08°07'07" E A DISTANCE OF 139.48 FEET; THENCE N 07°54'40" E A DISTANCE OF 114.89 FEET; THENCE N 08°49'12" E A DISTANCE OF 128.22 FEET; THENCE N 10°33'53" E A DISTANCE OF 99.66 FEET; THENCE N 08°25'59" E A DISTANCE OF 62.05 FEET; THENCE N 26°54'30" E A DISTANCE OF 49.71 FEET; THENCE N 62°45'00" E A DISTANCE OF 42.18 FEET; THENCE S 89°01'30" E A DISTANCE OF 98.14 FEET; THENCE S 88°17'00" E A DISTANCE OF 127.41 FEET; THENCE S 89°11'00" E A DISTANCE OF 106.29 FEET; THENCE S 89°22'11"E A DISTANCE OF 181.67 FEET; THENCE S 89°07'05"E A DISTANCE OF 73.95 FEET; THENCE N 89°37'05" E A DISTANCE OF 158.00 FEET; THENCE N 01°22'47" E A DISTANCE OF 56.60 FEET; THENCE N 01°05'56" E A DISTANCE OF 175.96 FEET; THENCE N 00°58'55" E A DISTANCE OF 120.19 FEET; THENCE N 00°57'09" E A DISTANCE OF 106.25 FEET; THENCE N 01°25'58" E A DISTANCE OF 172.25 FEET; THENCE N 00°59'37" E A DISTANCE OF 129.98 FEET; THENCE N 02°13'52" E A DISTANCE OF 174.99 FEET; THENCE N 01°13'07" E A DISTANCE OF 170.11 FEET; THENCE N 12°23'44" E A DISTANCE OF 65.85 FEET; THENCE N 65°07'26" E A DISTANCE OF 58.11 FEET; THENCE N 87°35'09" E A DISTANCE OF 97.09 FEET; PAGE 11 OF 20 Page 51 of 123 THENCE S 89°03'O1"E A DISTANCE OF 139.85 FEET; THENCE N 89°08'08" E A DISTANCE OF 159.59 FEET; THENCE N 89°55'58" E A DISTANCE OF 184.84 FEET; THENCE S 89°48'17" E A DISTANCE OF 242.95 FEET; THENCE S 89°18'36"E A DISTANCE OF 127.18 FEET; THENCE N 88°20'13" E A DISTANCE OF 150.51 FEET; THENCE S 89°00'04" E A DISTANCE OF 160.58 FEET; THENCE N 88°46'O1" E A DISTANCE OF 151.90 FEET; THENCE S 79°22'05" E A DISTANCE OF 52.74 FEET; THENCE S 38°06'03" E A DISTANCE OF 57.21 FEET; THENCE S 01°21'28" E A DISTANCE OF 145.54 FEET; THENCE S 00°55'57" W A DISTANCE OF 150.31 FEET; THENCE S 01°33'09" W A DISTANCE OF 207.79 FEET; THENCE S 01°31'44" W A DISTANCE OF 141.52 FEET; THENCE S 01°23'16" W A DISTANCE OF 164.71 FEET; THENCE S 01°00'09" W A DISTANCE OF 148.59 FEET; THENCE S 00°45'36" W A DISTANCE OF 132.20 FEET; THENCE S 16°36'47" E A DISTANCE OF 77.60 FEET; THENCE S 86°36'24" E A DISTANCE OF 218.27 FEET; THENCE N 84°38'32" E A DISTANCE OF 57.46 FEET; THENCE N 88°29'19" E A DISTANCE OF 188.83 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 13°14'14" W AND HAVING A RADIUS OF 142.04 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 38°04'57"AN ARC DISTANCE OF 94.41 FEET; THENCE S 33°28'54" E A DISTANCE OF 33.93 FEET; THENCE S 23°45'58" E A DISTANCE OF 31.88 FEET; THENCE S 07°59'32" E A DISTANCE OF 22.70 FEET; THENCE S 08°09'03" W A DISTANCE OF 100.81 FEET; THENCE S 08°57'38" W A DISTANCE OF 111.86 FEET; THENCE S 08°49'05" W A DISTANCE OF 400.00 FEET; THENCE S 07°59'07" W A DISTANCE OF 98.77 FEET; THENCE S 08°51'00" W A DISTANCE OF 462.69 FEET; THENCE S 07°42'34" W A DISTANCE OF 120.29 FEET; THENCE S 10°03'37" W A DISTANCE OF 256.55 FEET; THENCE S 08°03'15" W A DISTANCE OF 87.61 FEET; THENCE S 07°57'36" W A DISTANCE OF 129.24 FEET; THENCE S 08°50'57" W A DISTANCE OF 158.37 FEET; THENCE S 10°16'55" W A DISTANCE OF 137.59 FEET; THENCE S 07°03'24" W A DISTANCE OF 160.41 FEET; THENCE S 09°24'12" W A DISTANCE OF 179.42 FEET; THENCE S 06°37'32" W A DISTANCE OF 158.52 FEET; THENCE S 09°53'05" W A DISTANCE OF 158.01 FEET; THENCE S 21°33'21" W A DISTANCE OF 55.08 FEET; THENCE S 82°19'46" W A DISTANCE OF 77.36 FEET; THENCE N 89°13'46" W A DISTANCE OF 151.12 FEET; THENCE N 89°21'51" W A DISTANCE OF 108.57 FEET; THENCE N 85°59'59" W A DISTANCE OF 198.45 FEET; THENCE S 15°53'00" W A DISTANCE OF 96.05 FEET; THENCE S 07°02'17" W A DISTANCE OF 26.49 FEET; THENCE S 37°20'43" W A DISTANCE OF 68.14 FEET; PAGE 12 OF 20 Page 52 of 123 THENCE S 31°23'33" W A DISTANCE OF 40.71 FEET; THENCE S 16°20'58" W A DISTANCE OF 220.13 FEET; THENCE S 22°59'53" W A DISTANCE OF 41.27 FEET; THENCE S 18°29'23" W A DISTANCE OF 69.29 FEET; THENCE S 08°48'18" W A DISTANCE OF 56.10 FEET; THENCE S 10°10'49" W A DISTANCE OF 65.97 FEET; THENCE S 05°30'03" W A DISTANCE OF 45.04 FEET; THENCE S 06°57'16" W A DISTANCE OF 106.82 FEET; THENCE S 08°43'39" W A DISTANCE OF 105.41 FEET; THENCE S 08°55'48" W A DISTANCE OF 91.41 FEET; THENCE S 24°00'42" W A DISTANCE OF 77.21 FEET; THENCE S 09°30'12" W A DISTANCE OF 55.93 FEET; THENCE S 08°14'59" W A DISTANCE OF 126.14 FEET; THENCE S 08°53'46" W A DISTANCE OF 119.38 FEET; THENCE S 08°24'46" W A DISTANCE OF 145.38 FEET; THENCE S 08°20'38" W A DISTANCE OF 216.11 FEET; THENCE S 08°26'17" W A DISTANCE OF 152.97 FEET; THENCE S 08°18'20" W A DISTANCE OF 131.25 FEET; THENCE S 04°08'24" W A DISTANCE OF 228.36 FEET; THENCE S 03°50'33" W A DISTANCE OF 214.51 FEET; THENCE S 04°31'40" W A DISTANCE OF 180.53 FEET; THENCE S 04°04'11" W A DISTANCE OF 292.07 FEET; THENCE S 04°08'09" W A DISTANCE OF 211.01 FEET; THENCE S 04°07'35" W A DISTANCE OF 350.99 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 88°27'15" AN ARC DISTANCE OF 220.77 FEET; THENCE N 87°25'10" W A DISTANCE OF 263.63 FEET; THENCE S 56°31'23" W A DISTANCE OF 414.66 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 25.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 57°01'49"AN ARC DISTANCE OF 24.88 FEET; THENCE S 00°30'26" E A DISTANCE OF 645.03 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 25.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 60°47'29"AN ARC DISTANCE OF 26.53 FEET; THENCE S 61°17'55" E A DISTANCE OF 999.19 FEET; THENCE S 75°46'34"E A DISTANCE OF 12.50 FEET; THENCE N 89°49'28" E A DISTANCE OF 547.87 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 89°30'08"AN ARC DISTANCE OF 223.38 FEET; THENCE S 00°40'24"E A DISTANCE OF 287.75 FEET; THENCE S 06°26'43" W A DISTANCE OF 6.90 FEET; THENCE S 10°14'24"E A DISTANCE OF 5.14 FEET; THENCE S 00°40'24"E A DISTANCE OF 34.99 FEET; THENCE S 17°39'41" E A DISTANCE OF 45.03 FEET; THENCE S 10°14'24"E A DISTANCE OF 8.12 FEET; THENCE S 18°31'50" E A DISTANCE OF 38.07 FEET; THENCE S 17°18'30"E A DISTANCE OF 54.27 FEET; THENCE S 18°38'10"E A DISTANCE OF 47.35 FEET; PAGE 13 OF 20 Page 53 of 123 THENCE S 14°55'16" E A DISTANCE OF 48.90 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 451.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 12°05'32" AN ARC DISTANCE OF 95.18 FEET; THENCE S 02°49'44"E A DISTANCE OF 324.31 FEET; THENCE S 03°28'06" E A DISTANCE OF 427.29 FEET; THENCE S 03°19'21" E A DISTANCE OF 358.83 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 116.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 66°11'47"AN ARC DISTANCE OF 134.02 FEET; THENCE S 62°52'26" W A DISTANCE OF 21.25 FEET; THENCE S 59°12'29" W A DISTANCE OF 117.08 FEET; THENCE S 50°53'09" W A DISTANCE OF 103.63 FEET; THENCE S 37°32'40" W A DISTANCE OF 72.07 FEET; THENCE S 14°11'19" W A DISTANCE OF 60.81 FEET; THENCE N 74°28'41" W A DISTANCE OF 393.03 FEET; THENCE N 18°31'20" W A DISTANCE OF 117.80 FEET; THENCE N 21°28'47" W A DISTANCE OF 85.47 FEET; THENCE N 11°00'00" W A DISTANCE OF 105.54 FEET; THENCE N 05°57'48" E A DISTANCE OF 151.51 FEET; THENCE N 06°50'00" W A DISTANCE OF 370.79 FEET; THENCE N 34°40'36" W A DISTANCE OF 456.99 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 52°57'38" W AND HAVING A RADIUS OF 28.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 43°56'52"AN ARC DISTANCE OF 21.48 FEET; THENCE S 89°44'47" W A DISTANCE OF 204.14 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHEASTERLY WHOSE RADIUS POINT BEARS N 00°27'23" W AND HAVING A RADIUS OF 142.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 53°45'39"AN ARC DISTANCE OF 133.24 FEET; THENCE N 36°53'55" W A DISTANCE OF 134.23 FEET; THENCE N 40°42'25" W A DISTANCE OF 39.74 FEET; THENCE N 36°14'22" W A DISTANCE OF 229.41 FEET; THENCE N 36°53'55" W A DISTANCE OF 663.78 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 25.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 77°05'58"AN ARC DISTANCE OF 33.64 FEET; THENCE S 66°00'07" W A DISTANCE OF 1347.27 FEET; THENCE S 60°11'58" W A DISTANCE OF 35.81 FEET; THENCE N 31°43'05" W A DISTANCE OF 38.54 FEET; THENCE N 36°09'51" W A DISTANCE OF 40.59 FEET; THENCE N 20°45'08" W A DISTANCE OF 21.76 FEET; THENCE N 29°12'25" W A DISTANCE OF 26.75 FEET; THENCE N 21°48'56" W A DISTANCE OF 51.21 FEET; THENCE N 32°54'14" W A DISTANCE OF 137.82 FEET; THENCE N 40°35'17" W A DISTANCE OF 78.60 FEET; THENCE N 68°24'48" W A DISTANCE OF 37.30 FEET; THENCE N 53°10'07" W A DISTANCE OF 32.15 FEET; THENCE N 21°13'51" E A DISTANCE OF 40.37 FEET; THENCE N 22°02'47" W A DISTANCE OF 44.59 FEET; PAGE 14 OF 20 Page 54 of 123 THENCE N 07°21'32" W A DISTANCE OF 56.07 FEET; THENCE N 06°28'35" E A DISTANCE OF 66.40 FEET; THENCE N 09°56'22" E A DISTANCE OF 69.15 FEET; THENCE N 03°38'16"E A DISTANCE OF 51.88 FEET; THENCE N 07°17'28"E A DISTANCE OF 82.16 FEET; THENCE N 06°29'56" E A DISTANCE OF 74.86 FEET; THENCE N 06°07'02" E A DISTANCE OF 85.01 FEET; THENCE N 03°46'47"E A DISTANCE OF 82.82 FEET; THENCE N 05°23'36" E A DISTANCE OF 74.88 FEET; THENCE N 02°17'48" E A DISTANCE OF 105.33 FEET; THENCE N 01°38'19"E A DISTANCE OF 59.59 FEET; THENCE N 00°48'14" E A DISTANCE OF 50.18 FEET; THENCE N 02°25'45" W A DISTANCE OF 70.13 FEET; THENCE N 00°54'02"E A DISTANCE OF 73.67 FEET; THENCE N 00°51'34" W A DISTANCE OF 54.76 FEET; THENCE N 15°43'00" W A DISTANCE OF 48.82 FEET; THENCE N 13°29'58"E A DISTANCE OF 47.07 FEET; THENCE N 00°44'51" E A DISTANCE OF 55.85 FEET; THENCE N 10°39'19" E A DISTANCE OF 32.52 FEET; THENCE N 04°07'17" E A DISTANCE OF 41.62 FEET; THENCE N 12°35'16" E A DISTANCE OF 38.67 FEET; THENCE N 00°20'34" W A DISTANCE OF 38.40 FEET; THENCE N 18°05'31"E A DISTANCE OF 47.83 FEET; THENCE N 03°58'33" W A DISTANCE OF 48.95 FEET; THENCE N 19°51'27" E A DISTANCE OF 34.70 FEET; THENCE N 09°34'39" E A DISTANCE OF 34.06 FEET; THENCE N 04°50'50" W A DISTANCE OF 28.60 FEET; THENCE N 02°58'56" W A DISTANCE OF 30.74 FEET; THENCE N 44°25'19" W A DISTANCE OF 31.56 FEET; THENCE N 41°39'56" W A DISTANCE OF 33.84 FEET; THENCE N 06°02'21" E A DISTANCE OF 19.31 FEET; THENCE N 29°15'43" W A DISTANCE OF 30.89 FEET; THENCE N 50°20'45" W A DISTANCE OF 65.85 FEET; THENCE N 37°39'56" W A DISTANCE OF 20.94 FEET; THENCE S 87°18'03" W A DISTANCE OF 18.51 FEET; THENCE N 86°53'50" W A DISTANCE OF 40.70 FEET; THENCE N 57°38'19" W A DISTANCE OF 57.04 FEET; THENCE N 02°52'44" E A DISTANCE OF 160.84 FEET; THENCE N 49°42'21" W A DISTANCE OF 597.21 FEET; THENCE S 89°37'33" W A DISTANCE OF 99.83 FEET; THENCE S 89°55'08"W A DISTANCE OF 166.80 FEET; THENCE S 88°18'59" W A DISTANCE OF 113.40 FEET; THENCE S 80°55'44" W A DISTANCE OF 95.52 FEET; THENCE S 79°29'17" W A DISTANCE OF 110.57 FEET; THENCE S 76°51'49" W A DISTANCE OF 41.22 FEET; THENCE S 80°58'38" W A DISTANCE OF 97.67 FEET; THENCE S 00°15'02"E A DISTANCE OF 14.22 FEET; THENCE S 02°32'20" E A DISTANCE OF 115.00 FEET; THENCE S 01°32'34"E A DISTANCE OF 162.95 FEET; THENCE S 03°27'04"E A DISTANCE OF 258.87 FEET; THENCE S 02°19'37"E A DISTANCE OF 134.05 FEET; PAGE 15 OF 20 Page 55 of 123 THENCE S 01°54'49"E A DISTANCE OF 228.80 FEET; THENCE S 12°19'49" W A DISTANCE OF 138.96 FEET; THENCE S 00°13'30" W A DISTANCE OF 106.34 FEET; THENCE S 00°57'26"E A DISTANCE OF 183.14 FEET; THENCE S 00°25'29" E A DISTANCE OF 198.17 FEET; THENCE S 00°11'39" W A DISTANCE OF 266.76 FEET; THENCE S 05°38'48"E A DISTANCE OF 224.75 FEET; THENCE S 10°06'13" W A DISTANCE OF 120.53 FEET; THENCE S 01°04'58" W A DISTANCE OF 140.82 FEET; THENCE S 03°23'55" W A DISTANCE OF 151.19 FEET; THENCE S 02°59'31"E A DISTANCE OF 119.51 FEET; THENCE S 05°46'18"E A DISTANCE OF 102.72 FEET; THENCE S 07°48'56" W A DISTANCE OF 107.22 FEET; THENCE S 04°20'54" W A DISTANCE OF 96.70 FEET; THENCE S 09°24'56" W A DISTANCE OF 46.38 FEET; THENCE S 03°07'47" W A DISTANCE OF 121.65 FEET; THENCE S 03°15'39"E A DISTANCE OF 114.46 FEET; THENCE S 01°49'39" E A DISTANCE OF 17.40 FEET; THENCE S 03°04'19" E A DISTANCE OF 174.38 FEET; THENCE S 01°30'31" W A DISTANCE OF 100.17 FEET; THENCE S 08°36'00" E A DISTANCE OF 83.03 FEET; THENCE S 13°07'39" W A DISTANCE OF 117.05 FEET; THENCE S 07°13'04" E A DISTANCE OF 111.66 FEET; THENCE S 01°39'48" W A DISTANCE OF 135.61 FEET; THENCE S 00°35'56"E A DISTANCE OF 131.33 FEET; THENCE S 00°17'42"E A DISTANCE OF 109.49 FEET; THENCE S 03°10'11" W A DISTANCE OF 110.73 FEET; THENCE S 02°09'16" W A DISTANCE OF 116.69 FEET; THENCE S 45°16'56" W A DISTANCE OF 59.99 FEET; THENCE S 74°32'54" W A DISTANCE OF 84.14 FEET; THENCE S 58°15'44" W A DISTANCE OF 118.62 FEET; THENCE S 46°16'00" W A DISTANCE OF 108.96 FEET; THENCE S 22°03'28" W A DISTANCE OF 92.32 FEET; THENCE S 10°45'07" W A DISTANCE OF 87.02 FEET; THENCE S 12°37'06"E A DISTANCE OF 71.86 FEET; THENCE S 30°30'55" E A DISTANCE OF 168.62 FEET; THENCE S 13°44'17"E A DISTANCE OF 123.28 FEET; THENCE S 01°07'55" W A DISTANCE OF 133.48 FEET; THENCE S 00°19'51"E A DISTANCE OF 99.15 FEET; THENCE S 00°08'35" W A DISTANCE OF 129.35 FEET; THENCE S 01°06'00"E A DISTANCE OF 146.15 FEET; THENCE S 01°47'41" E A DISTANCE OF 63.16 FEET; THENCE S 05°37'53"E A DISTANCE OF 63.46 FEET; THENCE S 20°54'16" E A DISTANCE OF 53.38 FEET; THENCE S 81°54'17"E A DISTANCE OF 85.94 FEET; THENCE S 68°58'44" E A DISTANCE OF 64.05 FEET; THENCE S 12°53'05"E A DISTANCE OF 103.13 FEET; THENCE S 32°06'18" E A DISTANCE OF 157.83 FEET; THENCE S 13°40'02"E A DISTANCE OF 142.14 FEET; THENCE S 13°22'03" E A DISTANCE OF 80.57 FEET; THENCE S 12°26'23" E A DISTANCE OF 81.14 FEET; PAGE 16 OF 20 Page 56 of 123 THENCE S 14°13'31"E A DISTANCE OF 114.43 FEET; THENCE S 13°32'09"E A DISTANCE OF 116.39 FEET; THENCE S 13°43'O1"E A DISTANCE OF 155.56 FEET; THENCE S 14°06'51" E A DISTANCE OF 125.03 FEET; THENCE S 13°27'28" E A DISTANCE OF 154.73 FEET; THENCE S 13°32'29"E A DISTANCE OF 126.98 FEET; THENCE S 13°18'51"E A DISTANCE OF 118.43 FEET; THENCE S 14°23'55"E A DISTANCE OF 137.51 FEET; THENCE S 13°28'13"E A DISTANCE OF 244.37 FEET; THENCE S 13°32'53" E A DISTANCE OF 183.37 FEET; THENCE S 13°56'07"E A DISTANCE OF 117.94 FEET; THENCE S 12°49'58"E A DISTANCE OF 203.67 FEET; THENCE S 13°31'17"E A DISTANCE OF 236.60 FEET; THENCE S 13°40'36"E A DISTANCE OF 284.65 FEET; THENCE S 13°53'05"E A DISTANCE OF 308.95 FEET; THENCE S 13°33'29" E A DISTANCE OF 222.65 FEET; THENCE S 13°16'55"E A DISTANCE OF 220.95 FEET; THENCE S 15°40'16"E A DISTANCE OF 103.69 FEET; THENCE N 78°54'42" E A DISTANCE OF 48.08 FEET; THENCE N 75°28'19" E A DISTANCE OF 203.67 FEET; THENCE N 75°27'39" E A DISTANCE OF 133.74 FEET; THENCE N 75°29'53"E A DISTANCE OF 244.51 FEET; THENCE N 75°11'30" E A DISTANCE OF 177.24 FEET; THENCE S 27°22'24"E A DISTANCE OF 27.74 FEET; THENCE N 75°47'16" E A DISTANCE OF 50.04 FEET; THENCE N 82°37'09" E A DISTANCE OF 35.65 FEET; THENCE N 78°49'32" E A DISTANCE OF 63.59 FEET; THENCE N 77°20'56" E A DISTANCE OF 55.23 FEET; THENCE N 73°27'58" E A DISTANCE OF 83.41 FEET; THENCE N 74°13'53" E A DISTANCE OF 81.57 FEET; THENCE N 82°21'17" E A DISTANCE OF 38.21 FEET; THENCE N 01°48'52" E A DISTANCE OF 38.59 FEET; THENCE N 75°26'49" E A DISTANCE OF 156.74 FEET; THENCE N 75°30'50" E A DISTANCE OF 227.21 FEET; THENCE N 75°17'29" E A DISTANCE OF 184.50 FEET; THENCE N 75°36'35" E A DISTANCE OF 136.26 FEET; THENCE N 13°17'28" W A DISTANCE OF 2405.14 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°10'25"AN ARC DISTANCE OF 225.06 FEET; THENCE N 76°52'57"E A DISTANCE OF 1105.19 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 84°16'05"AN ARC DISTANCE OF 210.32 FEET; THENCE S 24°05'33"E A DISTANCE OF 13.04 FEET; THENCE S 09°04'19" E A DISTANCE OF 42.60 FEET; THENCE S 08°08'36"E A DISTANCE OF 50.76 FEET; THENCE S 02°28'55" E A DISTANCE OF 55.20 FEET; THENCE S 07°32'36"E A DISTANCE OF 63.70 FEET; THENCE S 03°31'36" E A DISTANCE OF 53.70 FEET; THENCE S 07°07'02"E A DISTANCE OF 52.33 FEET; PAGE 17 OF 20 Page 57 of 123 THENCE S 01°38'55"E A DISTANCE OF 50.60 FEET; THENCE S 05°59'11" W A DISTANCE OF 30.09 FEET; THENCE S 11°09'44"E A DISTANCE OF 61.38 FEET; THENCE S 10°56'48"E A DISTANCE OF 67.00 FEET; THENCE S 24°50'18" W A DISTANCE OF 29.34 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 89°09'03" W AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 15°29'26"AN ARC DISTANCE OF 38.66 FEET; THENCE S 14°38'29" W A DISTANCE OF 263.30 FEET; THENCE S 15°05'58" W A DISTANCE OF 40.43 FEET; THENCE S 00°22'20"E A DISTANCE OF 36.09 FEET; THENCE S 25°28'54"E A DISTANCE OF 12.14 FEET; THENCE S 12°52'31" E A DISTANCE OF 23.20 FEET; THENCE S 11°22'20"E A DISTANCE OF 40.94 FEET; THENCE S 25°58'09"E A DISTANCE OF 35.12 FEET; THENCE S 12°22'02" E A DISTANCE OF 88.08 FEET; THENCE S 27°11'49"E A DISTANCE OF 47.72 FEET; THENCE S 08°54'23" E A DISTANCE OF 23.56 FEET; THENCE S 13°04'05"E A DISTANCE OF 50.15 FEET; THENCE S 12°21'03" E A DISTANCE OF 42.36 FEET; THENCE S 13°50'10"E A DISTANCE OF 69.53 FEET; THENCE S 14°06'26"E A DISTANCE OF 50.91 FEET; THENCE S 12°56'01" E A DISTANCE OF 226.79 FEET; THENCE S 23°25'59"E A DISTANCE OF 65.95 FEET; THENCE S 13°05'58"E A DISTANCE OF 74.88 FEET; THENCE S 19°56'02" E A DISTANCE OF 39.16 FEET; THENCE S 18°26'12"E A DISTANCE OF 81.19 FEET; THENCE S 09°26'34" E A DISTANCE OF 63.58 FEET; THENCE S 14°24'58"E A DISTANCE OF 49.28 FEET; THENCE S 13°31'43" E A DISTANCE OF 79.63 FEET; THENCE S 12°38'17"E A DISTANCE OF 54.03 FEET; THENCE S 16°42'31" E A DISTANCE OF 64.93 FEET; THENCE S 13°23'52"E A DISTANCE OF 49.49 FEET; THENCE S 15°58'47" E A DISTANCE OF 60.52 FEET; THENCE S 12°07'44"E A DISTANCE OF 44.49 FEET; THENCE S 16°29'40"E A DISTANCE OF 56.83 FEET; THENCE S 19°13'22"E A DISTANCE OF 84.72 FEET; THENCE S 11°28'02"E A DISTANCE OF 65.80 FEET; THENCE S 14°19'45"E A DISTANCE OF 73.35 FEET; THENCE S 14°38'09" E A DISTANCE OF 74.83 FEET; THENCE S 14°13'10"E A DISTANCE OF 67.12 FEET; THENCE S 18°23'40" E A DISTANCE OF 78.51 FEET; THENCE S 11°27'34"E A DISTANCE OF 76.18 FEET; THENCE S 13°43'27"E A DISTANCE OF 78.55 FEET; THENCE S 13°57'22"E A DISTANCE OF 66.50 FEET; THENCE S 10°03'07" E A DISTANCE OF 104.12 FEET; THENCE S 13°15'35"E A DISTANCE OF 112.13 FEET; THENCE N 82°38'54" E A DISTANCE OF 21.21 FEET; THENCE S 12°34'09"E A DISTANCE OF 55.35 FEET; THENCE S 67°29'40" W A DISTANCE OF 66.71 FEET; PAGE 18 OF 20 Page 58 of 123 THENCE S 76°06'58" W A DISTANCE OF 110.47 FEET; THENCE S 74°42'06" W A DISTANCE OF 88.60 FEET; THENCE S 79°58'45" W A DISTANCE OF 100.97 FEET; THENCE S 77°15'49" W A DISTANCE OF 144.49 FEET; THENCE S 75°05'02" W A DISTANCE OF 171.90 FEET; THENCE S 79°03'25" W A DISTANCE OF 87.70 FEET; THENCE S 75°35'47" W A DISTANCE OF 234.26 FEET; THENCE S 73°21'58" W A DISTANCE OF 67.19 FEET; THENCE S 83°03'23" W A DISTANCE OF 94.50 FEET; THENCE N 21°37'15" W A DISTANCE OF 8.91 FEET; THENCE N 50°09'26" W A DISTANCE OF 48.41 FEET; THENCE S 53°06'48" W A DISTANCE OF 36.67 FEET; THENCE S 40°33'45" W A DISTANCE OF 36.67 FEET; THENCE S 76°21'09" W A DISTANCE OF 1142.36 FEET; THENCE S 07°11'43" W A DISTANCE OF 30.26 FEET; THENCE S 45°41'31" W A DISTANCE OF 86.40 FEET; THENCE S 38°24'30" W A DISTANCE OF 74.31 FEET; THENCE S 23°53'52" W A DISTANCE OF 68.04 FEET; THENCE S 19°00'46" W A DISTANCE OF 75.66 FEET; THENCE S 06°46'05" W A DISTANCE OF 109.79 FEET; THENCE S 00°40'52"E A DISTANCE OF 79.53 FEET; THENCE S 01°14'39" W A DISTANCE OF 115.41 FEET; THENCE S 19°20'52" W A DISTANCE OF 64.50 FEET; THENCE S 86°23'57" W A DISTANCE OF 68.95 FEET; THENCE S 81°29'04" W A DISTANCE OF 390.02 FEET; THENCE S 12°44'47"E A DISTANCE OF 154.92 FEET; THENCE S 15°12'49"E A DISTANCE OF 159.10 FEET; THENCE S 15°33'46" E A DISTANCE OF 241.41 FEET; THENCE S 09°50'32"E A DISTANCE OF 169.78 FEET; THENCE S 12°54'26" E A DISTANCE OF 140.03 FEET; THENCE S 20°27'43" W A DISTANCE OF 41.00 FEET; THENCE S 66°58'09" W A DISTANCE OF 32.13 FEET; THENCE S 83°46'58" W A DISTANCE OF 132.59 FEET; THENCE S 83°47'24" W A DISTANCE OF 132.37 FEET; THENCE S 86°31'48" W A DISTANCE OF 155.77 FEET; THENCE S 84°46'57" W A DISTANCE OF 129.69 FEET; • THENCE S 86°34'27" W A DISTANCE OF 147.14 FEET; THENCE S 85°06'14" W A DISTANCE OF 134.31 FEET; THENCE S 84°20'38" W A DISTANCE OF 108.99 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE EASTERLY WHOSE RADIUS POINT BEARS N 75°02'51"E AND HAVING A RADIUS OF 2800.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°03'04"AN ARC DISTANCE OF 51.37 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF AFORESAID SECTION 3; THENCE N 13°54'05" W ALONG SAID PARALLEL LINE A DISTANCE OF 538.79 FEET; THENCE N 13°53'49" W ALONG SAID PARALLEL LINE A DISTANCE OF 2640.03 FEET; THENCE N 13°54'12" W ALONG SAID PARALLEL LINE A DISTANCE OF 2601.00 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 3100.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 13°38'34"AN ARC DISTANCE OF 738.14 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY PAGE 19 OF 20 Page 59 of 123 FROM AND PARALLEL WITH THE WEST LINE OF THE SOUTHWEST QUARTER OF AFORESAID SECTION 34; THENCE N 00°15'38" W ALONG SAID PARALLEL LINE A DISTANCE OF 2358.37 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 34; THENCE N 00°15'41" W ALONG SAID PARALLEL LINE A DISTANCE OF 2754.21 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF THE SOUTHWEST QUARTER OF AFORESAID SECTION 27; THENCE N 00°15'45" W ALONG SAID PARALLEL LINE A DISTANCE OF 2757.14 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 1,245.15 ACRES. REFERENCE ABB DRAWING#12904-SD PAGE 20 OF 20 Page 60 of 123 EXHIBIT C School Site A LEGAL DESCRIPTION FOR NORTH SCHOOL SITE ALL THAT PART OF SECTION 3, TOWNSHIP 48 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 3;THENCE N 89°34'07" E ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 3 A DISTANCE OF 856.52 FEET;THENCE LEAVING SAID NORTH LINE S 00°25'53"E A DISTANCE OF 40.98 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED, SAID POINT OF BEGINNING HAVING A NORTHING COORDINATE VALUE OF 728725.75 AND AN EASTING COORDINATE VALUE OF 488670.65 BASED ON THE FLORIDA STATE PLANE EAST ZONE, 83/90 ADJUSTMENT; THENCE N 89°35'07" E A DISTANCE OF 1718.88 FEET; THENCE S 25°50'57" E A DISTANCE OF 1968.06 FEET; THENCE N 90°00'00" W A DISTANCE OF 757.89 FEET; THENCE S 85°23'28" W A DISTANCE OF 472.60 FEET; THENCE N 88°07'20"W A DISTANCE OF 1260.03 FEET;THENCE N 71°49'13"W A DISTANCE OF 77.47 FEET;THENCE N 44°3I'11"W A DISTANCE OF 52.66 FEET;THENCE N 24°11'19" W A DISTANCE OF 44.76 FEET; THENCE N 08°43'43" W A DISTANCE OF 29.46 FEET; THENCE N 02°36'05" W A DISTANCE OF 530.00 FEET;THENCE N 14°26'23"E A DISTANCE OF 69.98 FEET;THENCE N 37°52'22" E A DISTANCE OF 42.57 FEET; THENCE N 44°45'04" E A DISTANCE OF 62.56 FEET; THENCE N 37°53'15"E A DISTANCE OF 15.92 FEET;THENCE N 09°00'32"E A DISTANCE OF 11.83 FEET;THENCE N 00°06'35" W A DISTANCE OF 453.60 FEET; THENCE N 19°25'06" W A DISTANCE OF 13.09 FEET; THENCE N 59°53'41" W A DISTANCE OF 33.08 FEET;THENCE N 00°26'12"E A DISTANCE OF 441.69 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 88.31 ACRES. REF.ABB DWG# 12444-SD School Site B LEGAL DESCRIPTION FOR SOUTH SCHOOL SITE ALL THAT PART OF SECTION 3, TOWNSHIP 49 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 3;THENCE N 13°54'05" W ALONG THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3 A DISTANCE OF 2049.80 FEET;THENCE LEAVING SAID WEST LINE N 76°05'55" E A DISTANCE OF 210.47 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE EASTERLY WHOSE RADIUS POINT BEARS N 75°02'5I" E AND HAVING A RADIUS OF 2800.00 FEET AND THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED,SAID POINT OF BEGINNING HAVING A NORTHING COORDINATE VALUE OF 690207.13 AND AN EASTING COORDINATE VALUE OF 489805.83 BASED ON THE FLORIDA STATE PLANE EAST ZONE, 83/90 ADJUSTMENT; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°03'04" AN ARC DISTANCE OF 51.37 FEET; THENCE N 13°54'05" W A DISTANCE OF 538.79 FEET; THENCE N 13°53'49" W A DISTANCE OF 560.43 FEET; THENCE N 76°06'11" E A DISTANCE OF 981.28 FEET; THENCE S 15°22'35" E A DISTANCE OF 393.70 FEET; THENCE S 12°44'47"E A DISTANCE OF 154.92 FEET;THENCE S 15°12'49" E A DISTANCE OF 159.10 FEET; THENCE S 15°33'46" E A DISTANCE OF 241.41 FEET; THENCE S 09°50'32" E A DISTANCE OF 169.78 FEET; THENCE S 12°54'26" E A DISTANCE OF 140.03 FEET; THENCE S 20°27'43" W A DISTANCE OF 41.00 FEET;THENCE S 66°58'09" W A DISTANCE OF 32.13 FEET;THENCE S 83°46'58" W A DISTANCE OF 132.59 FEET; THENCE S 83°47'24" W A DISTANCE OF 132.37 FEET; THENCE S 86°31'48" W A DISTANCE OF 155.77 FEET; THENCE S 84°46'57" W A DISTANCE OF 129.69 FEET; THENCE S 86°34'27"W A DISTANCE OF 147.14 FEET;THENCE S 85°06'14" W A DISTANCE OF 134.31 FEET; THENCE S 84°20'38" W A DISTANCE OF 108.99 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 27.93 ACRES. REF.ABB DWG# 12442-SD Page 1 of 1 Page 61 of 123 Exhibit D to SRA Document -.. Q,) Wt.!! 1ZCI I_Id '.'k/CiI RC! !rnmokalee R 2 _ Frrip Subject -d Z `ilfc m > I *0.7 ^ ea A n le �`jl' co W Golden Gate Blvd. Eas HM''55GEncoreWay Location Map Naoles 239.2 0 HOLE FF•one.i239'25�ZO)� Town of Big Cypress SRA r„ S Florida Cercr6u:e z<++ c•ucnorl_acoln w . Page 62 of 123 Exhibit E to the SRA Document COVENANT OF UNIFIED CONTROL the undersigned do hereby swear or affirm that we are the fee simple titleholders and owners of record of property commonly known as TOWN OF BIG CYPRESS SRA (Folio i3s: 00223000007,00225400003,00225440005,00225560008, 00225600007, 00225880005 00225920004 and 00354560005 and legal described in Exhibit A attached hereto. The property described herein is the subject of an application for the Town of Big Cypress SRA.We hereby designate PATRiCK L. UTTER. legal representative thereof, as the legal representatives of the property and as such, these individuals arc authorized to legally bind all owners of the property in the course of seeking the necessary approvals to develop. This authority includes. but is not limited to, the hiring and authorization of agents to assist in the preparation of applications, plans,surveys,and studies necessary to obtain zoning approval on the site. "these representatives will remain the only entity to authorize development activity on the property until such time as a new or amended covenant of unified control is delivered to Collier County. The undersigned recognizes the following and will be guided accordingly in the pursuit of development of the project: I. The property will be developed and used in conformity with the approved master plan including all conditions placed on the development and all commitments agreed to by the applicant in connection with the SRA document. 2. The legal representative identified herein is responsible for compliance with all terms,conditions, safeguards,and stipulations made at that time of approval of the master plan, even if the property is subsequently sold in whole or in part, unless and until a new or amended covenant of unified control is delivered to and recorded by Collier County. 3. A departure from the provisions of the approved plans or a failure to comply with any requirements, conditions, or safeguards provided for in the SRA process will constitute a violation of the land Development Code. 4. All terms and conditions of the Town of Big Cypress SRA approval will be incorporated into covenants and restrictions which run with the land so as to provide notice to subsequent owners that all development activity within the Town of Big Cypress SRA development must be consistent with those terms and conditions. 5. So long as this covenant is in force,Collier County can,upon the discovery of noncompliance with the terms,safeguards,and conditions of the Town of Big Cypress SRA development,seek equitable relief as necessary to compel compliance.The County will not issue permits,certificates,or licenses to occupy or use any part of the Town of Big Cypress SRA and the County may stop ongoing construction activity until the project is brought into compliance with all terms, conditions and safeguards of the Town of Big Cypress SRA. c-- ' CHRISTIAN SFILKER Title: President of Tarpon Blue Cl': Management. LI.C, President of CDC Land Investments, LLC and President of Collier Land I loldings. Ltd. STATE OF FLORIDA COUNTY OF COLLIER The foregoing instru_mvnt was acknowledged before me by means of r physical presence or D online notarization this 10 day of ,2023. by Christian Spiker. Such person(s)Notary Public must check applicable box: Li/Are personally known to me r Has produced a current driver's license E.: Has produced as identification LAUREN TAYLOR CLARKE MOPALES Commsston#tIN 261093 Notary Signature: �'N:�R�' E>tpres May 4,202e -717e`63of123 Exhibit A to the Covenant of Unified Control ■■■■■► ""' GNULI 7400 Trail Blvd., Suite 200 ■■.■� 111111111116b Naples, EL 34108. •����� (239) 597-31 1 1 ■■■■■: ARBER 8� PH:www.A$BINC.tom iinliP JRUNI)AGF., l\( Ruk..wwul Fe�wtrn,r. ienc,.rN lk I aniu i;r 1r.hrtn . LEGAL DESCRIPTION OF TOWN OF BIG CYPRESS SRA TRACT 1 ALL THAT PART OF SECTION 14, TOWNSHIP 48 SOUTH,RANGE 28 EAST,COLLIER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF AFORESAID SECTION 14; THENCE N 89°44'31" E ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 14 A DISTANCE OF 2290.36 FEET; THENCE LEAVING SAID SOUTH LINE N 00°15'29" W A DISTANCE OF 150.00 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 14,SAID INTERSECTION ALSO BEING THE NORTH RIGHT-OF-WAY LINE OF OIL WELL ROAD(200' R.O.W.),THE BEGINNING OF A NON-TANGENT CURVE CONCAVE NORTHWESTERLY WHOSE RADIUS POINT BEARS N 00°15'29" W AND HAVING A RADIUS OF 49.98 FEET AND THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°01'38"AN ARC DISTANCE OF 78.53 FEET; THENCE N 00°15'29" W A DISTANCE OF 532.41 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 390.04 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 27°34'16" AN ARC DISTANCE OF 187.69 FEET; THENCE N 90°00'00" W A DISTANCE OF 542.86 FEET; THENCE N 02°58'04" W A DISTANCE OF 49.93 FEET; THENCE N 20°32'11" E A DISTANCE OF 79.46 FEET; THENCE N 12°52'03" E A DISTANCE OF 90.75 FEET; THENCE N 40°43'42" E A DISTANCE OF 66.96 FEET; THENCE N 19°39'43" E A DISTANCE OF 83.37 FEET; THENCE N 15°21'20"E A DISTANCE OF 81.38 FEET; THENCE N 13°06'04" E A DISTANCE OF 43.13 FEET; THENCE N 16°32'03"E A DISTANCE OF 59.27 FEET; THENCE N 15°50'59" E A DISTANCE OF 84.54 FEET; THENCE N 19°34'10"E A DISTANCE OF 49.12 FEET; THENCE N 24°19'49" E A DISTANCE OF 65.88 FEET; THENCE N 03°01'59" W A DISTANCE OF 21.05 FEET; THENCE N 24°47'24" E A DISTANCE OF 27.00 FEET; THENCE N 35°02'02" E A DISTANCE OF 57.55 FEET; THENCE N 31°38'37" E A DISTANCE OF 74.11 FEET; THENCE N 42°27'50" E A DISTANCE OF 131.19 FEET; THENCE N 56°17'13" E A DISTANCE OF 69.33 FEET; THENCE N 45°17'37" E A DISTANCE OF 53.32 FEET; THENCE N 52°32'34" E A DISTANCE OF 39.22 FEET; THENCE N 64°25'20" E A DISTANCE OF 40.67 FEET; PAGE 3 OF 20 Page 64 of 123 THENCE N 76°54'51" E A DISTANCE OF 22.81 FEET; THENCE N 90°00'00"E A DISTANCE OF 28.42 FEET; THENCE S 73°22'35"E A DISTANCE OF 41.52 FEET; THENCE S 68°09'59"E A DISTANCE OF 131.93 FEET; THENCE S 68°33'28" E A DISTANCE OF 92.17 FEET; THENCE S 32°13'35"E A DISTANCE OF 20.06 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE NORTHEASTERLY WHOSE RADIUS POINT BEARS N 40°46'21"E AND HAVING A RADIUS OF 262.49 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 29°51'47"AN ARC DISTANCE OF 136.81 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS S 10°01'28" W AND HAVING A RADIUS OF 559.90 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 17°43'00"AN ARC DISTANCE OF 173.13 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY WHOSE RADIUS POINT BEARS N 27°56'31"E AND HAVING A RADIUS OF 297.52 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 25°30'46"AN ARC DISTANCE OF 132.48 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS S 02°58'54" W AND HAVING A RADIUS OF 196.97 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 33°00'27"AN ARC DISTANCE OF 113.47 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 180.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 38°14'25"AN ARC DISTANCE OF 120.14 FEET; THENCE S 71°23'44" E A DISTANCE OF 389.76 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHERLY WHOSE RADIUS POINT BEARS N 37°45'00" E AND HAVING A RADIUS OF 80.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 47°27'54"AN ARC DISTANCE OF 66.27 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 158.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45°04'18"AN ARC DISTANCE OF 124.29 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 180.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 44°57'29"AN ARC DISTANCE OF 141.24 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 90.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°48'28"AN ARC DISTANCE OF 16.98 FEET TO AN INTERSECTION WITH THE WESTERLY RIGHT-OF- WAY LINE OF OIL WELL GRADE ROAD(100' R.O.W.); THENCE S 24°41'58" E ALONG SAID WESTERLY RIGHT-OF-WAY LINE A DISTANCE OF 1383.19 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 766.78 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 04°10'12"AN ARC DISTANCE OF 55.81 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 14, SAID INTERSECTION ALSO BEING THE NORTH RIGHT-OF- WAY LINE OF OIL WELL ROAD(200' R.O.W.); THENCE S 89°44'59" W ALONG SAID PARALLEL LINE A DISTANCE OF 1977.89 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE PAGE 4 OF 20 Page 65 of 123 SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 14, SAID INTERSECTION ALSO BEING THE NORTH RIGHT-OF-WAY LINE OF OIL WELL ROAD(200' R.O.W.); THENCE S 89°44'31" W ALONG SAID PARALLEL LINE A DISTANCE OF 379.91 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 77.88 ACRES. REFERENCE ABB DRAWING#12904-SD PAGE 5 OF 20 Page 66 of 123 'AGNOLI 7400 Trail Blvd., Suite 200 •sunrb Naples, FL 34108 ���■■■ PH: (239) 597-31 1 1 ■•.■■� ARBER & """1BRUNDAGE, INC. `"'""'i48BINC.carn ■■■.■. Itvkw.w•d t 17.mm.flatlet.• •..un A l.rwl.•14 An 1.1%.• LEGAL DESCRIPTION OF TOWN OF BIG CYPRESS SRA TRACT 2 ALL THAT PART OF SECTION 23,TOWNSHIP 48 SOUTH,RANGE 28 EAST,COLLIER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF AFORESAID SECTION 23; THENCE S 89°44'59" W ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 23 A DISTANCE OF 770.02 FEET; THENCE LEAVING SAID NORTH LINE S 00°15'01" E A DISTANCE OF 50.00 FEET TO AN INTERSECTION WITH A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 23, SAID INTERSECTION ALSO BEING THE SOUTH RIGHT-OF-WAY LINE OF OIL WELL ROAD(200' R.O.W.)AND THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE S 00°15'O1"E A DISTANCE OF 132.67 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 89°44'59" W AND HAVING A RADIUS OF 105.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45°24'58"AN ARC DISTANCE OF 83.23 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 260.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 34°17'57"AN ARC DISTANCE OF 155.64 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 440.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09°35'51"AN ARC DISTANCE OF 73.70 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 700.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 25°06'08"AN ARC DISTANCE OF 306.68 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 349.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 32°28'18"AN ARC DISTANCE OF 197.79 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 1500.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 44°43'03"AN ARC DISTANCE OF 1170.70 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 300.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 75°37'38"AN ARC DISTANCE OF 395.98 FEET; THENCE S 58°44'36" W A DISTANCE OF 390.72 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 100.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 69°52'03"AN ARC DISTANCE OF 121.94 FEET; THENCE S 11°07'28" E A DISTANCE OF 438.61 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 400.00 FEET; PAGE 6 OF 20 Page 67 of 123 THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 85°28'03"AN ARC DISTANCE OF 596.68 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 200.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 50°30'49"AN ARC DISTANCE OF 176.33 FEET; THENCE S 23°49'47" W A DISTANCE OF 390.51 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 400.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 36°52'30"AN ARC DISTANCE OF 257.44 FEET; THENCE S 13°02'43"E A DISTANCE OF 465.37 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 240.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 103°55'42"AN ARC DISTANCE OF 435.33 FEET; THENCE N 89°07'01" W A DISTANCE OF 1055.37 FEET; THENCE N 00°47'57" W A DISTANCE OF 97.59 FEET; THENCE N 52°33'15" W A DISTANCE OF 70.08 FEET; THENCE N 57°28'41" W A DISTANCE OF 90.17 FEET; THENCE N 54°29'18" W A DISTANCE OF 56.40 FEET; THENCE N 54°52'27" W A DISTANCE OF 222.49 FEET; THENCE N 55°41'14" W A DISTANCE OF 108.91 FEET; THENCE N 64°37'19" W A DISTANCE OF 52.01 FEET; THENCE N 64°31'02" W A DISTANCE OF 71.77 FEET; THENCE N 25°28'58" E A DISTANCE OF 46.08 FEET; THENCE N 17°41'24" E A DISTANCE OF 159.37 FEET; THENCE N 19°24'48" E A DISTANCE OF 130.30 FEET; THENCE N 17°41'12" E A DISTANCE OF 152.31 FEET; THENCE N 19°39'43" E A DISTANCE OF 163.63 FEET; THENCE N 16°58'54" E A DISTANCE OF 115.30 FEET; THENCE N 19°45'12" E A DISTANCE OF 95.09 FEET; THENCE N 18°30'O1" E A DISTANCE OF 108.19 FEET; THENCE N 07°16'45" E A DISTANCE OF 105.99 FEET; THENCE N 07°21'52" E A DISTANCE OF 1053.05 FEET; THENCE N 06°59'59" E A DISTANCE OF 321.33 FEET; THENCE N 09°15'09" E A DISTANCE OF 78.59 FEET; THENCE N 08°05'25" E A DISTANCE OF 95.78 FEET; THENCE N 06°17'00" E A DISTANCE OF 93.24 FEET; THENCE N 02°27'15" E A DISTANCE OF 72.03 FEET; THENCE N 02°13'12" W A DISTANCE OF 94.12 FEET; THENCE N 04°52'08" W A DISTANCE OF 109.91 FEET; THENCE N 04°16'40" W A DISTANCE OF 108.24 FEET; THENCE N 05°59'47" W A DISTANCE OF 114.91 FEET; THENCE N 04°38'07" W A DISTANCE OF 258.02 FEET; THENCE N 04°52'41" W A DISTANCE OF 67.12 FEET; THENCE N 86°56'23" W A DISTANCE OF 87.32 FEET; THENCE N 83°30'14" W A DISTANCE OF 94.02 FEET; THENCE N 80°05'19" W A DISTANCE OF 41.79 FEET; THENCE N 04°47'46" W A DISTANCE OF 42.36 FEET; THENCE N 12°55'07" W A DISTANCE OF 49.84 FEET; THENCE N 03°35'48" W A DISTANCE OF 66.52 FEET; THENCE S 81°12'45" W A DISTANCE OF 65.23 FEET; THENCE S 78°47'29" W A DISTANCE OF 97.37 FEET; PAGE 7 OF 20 Page 68 of 123 THENCE S 80°53'38" W A DISTANCE OF 85.87 FEET; THENCE S 82°51'24" W A DISTANCE OF 71.47 FEET; THENCE S 26°22'26" W A DISTANCE OF 82.01 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 72°06'35" W AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64°54'46"AN ARC DISTANCE OF 164.28 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 86°32'48"AN ARC DISTANCE OF 219.03 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 452.50 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°22'02"AN ARC DISTANCE OF 224.03 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 112.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°03'39"AN ARC DISTANCE OF 19.67 FEET; THENCE N 55°18'56" E A DISTANCE OF 42.09 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 75.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 40°20'51"AN ARC DISTANCE OF 52.81 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 62.57 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 61°04'36"AN ARC DISTANCE OF 66.70 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 195.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 38°58'11"AN ARC DISTANCE OF 132.63 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 80.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°55'56"AN ARC DISTANCE OF 4.09 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 136.29 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 129°01'31"AN ARC DISTANCE OF 306.91 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 55.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 08°18'34"AN ARC DISTANCE OF 7.98 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 320.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35°21'57" AN ARC DISTANCE OF 197.52 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 155.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 15°12'56" AN ARC DISTANCE OF 41.16 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 285.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°38'47"AN ARC DISTANCE OF 52.96 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 62°13'33" W AND HAVING A RADIUS OF 85.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°08'52"AN ARC DISTANCE OF 3.19 FEET; THENCE S 25°37'36" E A DISTANCE OF 108.64 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS S 25°37'36" E AND HAVING A RADIUS OF 240.00 FEET; PAGE 8 OF 20 Page 69 of 123 THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 16°23'03"AN ARC DISTANCE OF 68.63 FEET; THENCE N 80°45'27" E A DISTANCE OF 217.01 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 340.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 05°51'54" AN ARC DISTANCE OF 34.80 FEET; THENCE N 86°37'21" E A DISTANCE OF 245.61 FEET; THENCE S 88°36'14"E A DISTANCE OF 412.53 FEET; THENCE S 88°38'16"E A DISTANCE OF 496.61 FEET; THENCE N 00°15'O1" W A DISTANCE OF 885.00 FEET TO AN INTERSECTION WITH A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 23, SAID INTERSECTION ALSO BEING THE SOUTH RIGHT-OF-WAY LINE OF OIL WELL ROAD(200' R.O.W.); THENCE N 89°44'59" E ALONG SAID PARALLEL LINE A DISTANCE OF 1709.53 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 221.42 ACRES. REFERENCE ABB DRAWING#12904-SD PAGE 9 OF 20 Page 70 of 123 111111111111111A 7400 Trail Blvd., Suite 200 " ' GNOLI Naples, Fl 34108 "� PH: (239) 597-31 1 1 ■■■■■WARDER & ww.ABBINC.corri :::::::BRUNDAGE INC. LEGAL DESCRIPTION OF TOWN OF BIG CYPRESS SRA TRACT 3 ALL THAT PART OF SECTIONS 22,23,26,27,34 AND 35,TOWNSHIP 48 SOUTH,RANGE 28 EAST AND SECTION 3,TOWNSHIP 49 SOUTH,RANGE 28 EAST,COLLIER COUNTY, FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF AFORESAID SECTION 27; THENCE N 89°44'09" E A DISTANCE OF 210.00 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 27 AND THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE N 00°15'51" W ALONG SAID PARALLEL LINE A DISTANCE OF 556.73 FEET; THENCE LEAVING SAID PARALLEL LINE N 89°44'09" E A DISTANCE OF 42.00 FEET; THENCE S 81°09'45" E A DISTANCE OF 24.85 FEET; THENCE S 81°12'57"E A DISTANCE OF 43.68 FEET; THENCE S 67°50'53"E A DISTANCE OF 24.15 FEET; THENCE N 51°13'46" E A DISTANCE OF 14.44 FEET; THENCE N 83°34'26" E A DISTANCE OF 20.97 FEET; THENCE N 85°47'56" E A DISTANCE OF 58.59 FEET; THENCE S 81°25'21" E A DISTANCE OF 65.83 FEET; THENCE S 82°24'10" E A DISTANCE OF 79.32 FEET; THENCE S 81°49'19"E A DISTANCE OF 85.24 FEET; THENCE S 83°07'42"E A DISTANCE OF 94.54 FEET; THENCE S 83°26'41"E A DISTANCE OF 106.68 FEET; THENCE S 85°55'20"E A DISTANCE OF 176.04 FEET; THENCE S 87°21'52" E A DISTANCE OF 151.35 FEET; THENCE S 83°34'18" E A DISTANCE OF 108.51 FEET; THENCE S 87°03'30" E A DISTANCE OF 191.80 FEET; THENCE S 89°27'05" E A DISTANCE OF 171.39 FEET; THENCE S 87°33'10" E A DISTANCE OF 126.34 FEET; THENCE S 88°43'19" E A DISTANCE OF 98.64 FEET; THENCE S 86°48'38" E A DISTANCE OF 96.80 FEET; THENCE S 89°40'09"E A DISTANCE OF 130.03 FEET; THENCE S 87°42'01"E A DISTANCE OF 124.74 FEET; THENCE S 87°24'48"E A DISTANCE OF 107.14 FEET; THENCE S 87°48'06"E A DISTANCE OF 127.16 FEET; THENCE S 88°11'19"E A DISTANCE OF 153.59 FEET; THENCE N 89°59'O1" E A DISTANCE OF 59.76 FEET; THENCE N 02°51'20" E A DISTANCE OF 51.25 FEET; THENCE N 03°37'35" W A DISTANCE OF 40.26 FEET; THENCE N 07°54'23" E A DISTANCE OF 75.33 FEET; THENCE N 10°03'15" E A DISTANCE OF 64.18 FEET; THENCE N I1°19'06" E A DISTANCE OF 80.02 FEET; PAGE 10 OF 20 Page 71 of 123 THENCE N 10°47'45" E A DISTANCE OF 79.50 FEET; THENCE N 09°49'17" E A DISTANCE OF 94.43 FEET; THENCE N 10°03'11" E A DISTANCE OF 127.62 FEET; THENCE N 09°16'25" E A DISTANCE OF 110.89 FEET; THENCE N 10°39'25" E A DISTANCE OF 144.00 FEET; THENCE N 08°44'32" E A DISTANCE OF 112.11 FEET; THENCE N 10°18'07" E A DISTANCE OF 145.41 FEET; THENCE N 10°24'56" E A DISTANCE OF 170.23 FEET; THENCE N 09°04'56" E A DISTANCE OF 101.38 FEET; THENCE N 10°37'21" E A DISTANCE OF 181.28 FEET; THENCE N 09°57'51" E A DISTANCE OF 121.94 FEET; THENCE N 09°16'33" E A DISTANCE OF 159.76 FEET; THENCE N 08°05'45" E A DISTANCE OF 73.91 FEET; THENCE N 12°06'17" E A DISTANCE OF 47.98 FEET; THENCE N 07°00'32" E A DISTANCE OF 96.94 FEET; THENCE N 12°44'08" E A DISTANCE OF 48.22 FEET; THENCE N 29°04'09" E A DISTANCE OF 51.97 FEET; THENCE N 56°52'43" E A DISTANCE OF 32.67 FEET; THENCE S 79°47'55" E A DISTANCE OF 110.65 FEET; THENCE S 79°01'08" E A DISTANCE OF 91.37 FEET; THENCE S 78°51'16" E A DISTANCE OF 140.42 FEET; THENCE S 79°29'47" E A DISTANCE OF 89.62 FEET; THENCE S 79°26'32" E A DISTANCE OF 117.52 FEET; THENCE S 79°45'16"E A DISTANCE OF 73.96 FEET; THENCE N 46°57'48" E A DISTANCE OF 29.89 FEET; THENCE N 10°52'29" E A DISTANCE OF 123.93 FEET; THENCE N 07°32'25" E A DISTANCE OF 88.34 FEET; THENCE N 08°07'07" E A DISTANCE OF 139.48 FEET; THENCE N 07°54'40" E A DISTANCE OF 114.89 FEET; THENCE N 08°49'12" E A DISTANCE OF 128.22 FEET; THENCE N 10°33'53" E A DISTANCE OF 99.66 FEET; THENCE N 08°25'59" E A DISTANCE OF 62.05 FEET; THENCE N 26°54'30" E A DISTANCE OF 49.71 FEET; THENCE N 62°45'00" E A DISTANCE OF 42.18 FEET; THENCE S 89°01'30" E A DISTANCE OF 98.14 FEET; THENCE S 88°17'00"E A DISTANCE OF 127.41 FEET; THENCE S 89°11'00" E A DISTANCE OF 106.29 FEET; THENCE S 89°22'11"E A DISTANCE OF 181.67 FEET; THENCE S 89°07'05" E A DISTANCE OF 73.95 FEET; THENCE N 89°37'05" E A DISTANCE OF 158.00 FEET; THENCE N 01°22'47" E A DISTANCE OF 56.60 FEET; THENCE N 01°05'56"E A DISTANCE OF 175.96 FEET; THENCE N 00°58'55" E A DISTANCE OF 120.19 FEET; THENCE N 00°57'09" E A DISTANCE OF 106.25 FEET; THENCE N 01°25'58" E A DISTANCE OF 172.25 FEET; THENCE N 00°59'37" E A DISTANCE OF 129.98 FEET; THENCE N 02°13'52" E A DISTANCE OF 174.99 FEET; THENCE N 01°13'07" E A DISTANCE OF 170.11 FEET; THENCE N 12°23'44" E A DISTANCE OF 65.85 FEET; THENCE N 65°07'26" E A DISTANCE OF 58.11 FEET; THENCE N 87°35'09" E A DISTANCE OF 97.09 FEET; PAGE 11 OF 20 Page 72 of 123 THENCE S 89°03'01" E A DISTANCE OF 139.85 FEET; THENCE N 89°08'08" E A DISTANCE OF 159.59 FEET; THENCE N 89°55'58" E A DISTANCE OF 184.84 FEET; THENCE S 89°48'17"E A DISTANCE OF 242.95 FEET; THENCE S 89°18'36" E A DISTANCE OF 127.18 FEET; THENCE N 88°20'13" E A DISTANCE OF 150.51 FEET; THENCE S 89°00'04" E A DISTANCE OF 160.58 FEET; THENCE N 88°46'O1" E A DISTANCE OF 151.90 FEET; THENCE S 79°22'05" E A DISTANCE OF 52.74 FEET; THENCE S 38°06'03" E A DISTANCE OF 57.21 FEET; . THENCE S 01°21'28"E A DISTANCE OF 145.54 FEET; THENCE S 00°55'57" W A DISTANCE OF 150.31 FEET; THENCE S 01°33'09" W A DISTANCE OF 207.79 FEET; THENCE S 01°31'44" W A DISTANCE OF 141.52 FEET; THENCE S 01°23'16" W A DISTANCE OF 164.71 FEET; THENCE S 01°00'09" W A DISTANCE OF 148.59 FEET; THENCE S 00°45'36" W A DISTANCE OF 132.20 FEET; THENCE S 16°36'47"E A DISTANCE OF 77.60 FEET; THENCE S 86°36'24" E A DISTANCE OF 218.27 FEET; THENCE N 84°38'32" E A DISTANCE OF 57.46 FEET; THENCE N 88°29'19" E A DISTANCE OF 188.83 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 13°14'14" W AND HAVING A RADIUS OF 142.04 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 38°04'57"AN ARC DISTANCE OF 94.41 FEET; THENCE S 33°28'54" E A DISTANCE OF 33.93 FEET; THENCE S 23°45'58" E A DISTANCE OF 31.88 FEET; THENCE S 07°59'32" E A DISTANCE OF 22.70 FEET; THENCE S 08°09'03" W A DISTANCE OF 100.81 FEET; THENCE S 08°57'38" W A DISTANCE OF 111.86 FEET; THENCE S 08°49'05" W A DISTANCE OF 400.00 FEET; THENCE S 07°59'07" W A DISTANCE OF 98.77 FEET; THENCE S 08°51'00" W A DISTANCE OF 462.69 FEET; THENCE S 07°42'34" W A DISTANCE OF 120.29 FEET; THENCE S 10°03'37" W A DISTANCE OF 256.55 FEET; THENCE S 08°03'15" W A DISTANCE OF 87.61 FEET; THENCE S 07°57'36" W A DISTANCE OF 129.24 FEET; THENCE S 08°50'57" W A DISTANCE OF 158.37 FEET; THENCE S 10°16'55" W A DISTANCE OF 137.59 FEET; THENCE S 07°03'24" W A DISTANCE OF 160.41 FEET; THENCE S 09°24'12" W A DISTANCE OF 179.42 FEET; THENCE S 06°37'32" W A DISTANCE OF 158.52 FEET; THENCE S 09°53'05" W A DISTANCE OF 158.01 FEET; THENCE S 21°33'21" W A DISTANCE OF 55.08 FEET; THENCE S 82°19'46" W A DISTANCE OF 77.36 FEET; THENCE N 89°13'46" W A DISTANCE OF 151.12 FEET; THENCE N 89°21'51" W A DISTANCE OF 108.57 FEET; THENCE N 85°59'59" W A DISTANCE OF 198.45 FEET; THENCE S 15°53'00" W A DISTANCE OF 96.05 FEET; THENCE S 07°02'17" W A DISTANCE OF 26.49 FEET; THENCE S 37°20'43" W A DISTANCE OF 68.14 FEET; PAGE 12 OF 20 Page 73 of 123 THENCE S 31°23'33" W A DISTANCE OF 40.71 FEET; THENCE S 16°20'58" W A DISTANCE OF 220.13 FEET; THENCE S 22°59'53" W A DISTANCE OF 41.27 FEET; THENCE S 18°29'23" W A DISTANCE OF 69.29 FEET; THENCE S 08°48'18" W A DISTANCE OF 56.10 FEET; THENCE S 10°10'49" W A DISTANCE OF 65.97 FEET; THENCE S 05°30'03" W A DISTANCE OF 45.04 FEET; THENCE S 06°57'16" W A DISTANCE OF 106.82 FEET; THENCE S 08°43'39" W A DISTANCE OF 105.41 FEET; THENCE S 08°55'48" W A DISTANCE OF 91.41 FEET; THENCE S 24°00'42" W A DISTANCE OF 77.21 FEET; THENCE S 09°30'12" W A DISTANCE OF 55.93 FEET; THENCE S 08°14'59" W A DISTANCE OF 126.14 FEET; THENCE S 08°53'46" W A DISTANCE OF 119.38 FEET; THENCE S 08°24'46" W A DISTANCE OF 145.38 FEET; THENCE S 08°20'38" W A DISTANCE OF 216.11 FEET; THENCE S 08°26'17" W A DISTANCE OF 152.97 FEET; THENCE S 08°18'20" W A DISTANCE OF 131.25 FEET; THENCE S 04°08'24" W A DISTANCE OF 228.36 FEET; THENCE S 03°50'33" W A DISTANCE OF 214.51 FEET; THENCE S 04°31'40" W A DISTANCE OF 180.53 FEET; THENCE S 04°04'11" W A DISTANCE OF 292.07 FEET; THENCE S 04°08'09" W A DISTANCE OF 211.01 FEET; THENCE S 04°07'35" W A DISTANCE OF 350.99 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 88°27'15" AN ARC DISTANCE OF 220.77 FEET; THENCE N 87°25'10" W A DISTANCE OF 263.63 FEET; THENCE S 56°31'23" W A DISTANCE OF 414.66 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 25.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 57°01'49"AN ARC DISTANCE OF 24.88 FEET; THENCE S 00°30'26" E A DISTANCE OF 645.03 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 25.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 60°47'29" AN ARC DISTANCE OF 26.53 FEET; THENCE S 61°17'55"E A DISTANCE OF 999.19 FEET; THENCE S 75°46'34"E A DISTANCE OF 12.50 FEET; THENCE N 89°49'28" E A DISTANCE OF 547.87 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 89°30'08"AN ARC DISTANCE OF 223.38 FEET; THENCE S 00°40'24"E A DISTANCE OF 287.75 FEET; THENCE S 06°26'43" W A DISTANCE OF 6.90 FEET; THENCE S 10°14'24"E A DISTANCE OF 5.14 FEET; THENCE S 00°40'24" E A DISTANCE OF 34.99 FEET; THENCE S 17°39'41" E A DISTANCE OF 45.03 FEET; THENCE S 10°14'24" E A DISTANCE OF 8.12 FEET; THENCE S 18°31'50"E A DISTANCE OF 38.07 FEET; THENCE S 17°18'30"E A DISTANCE OF 54.27 FEET; THENCE S 18°38'10"E A DISTANCE OF 47.35 FEET; PAGE 13 OF 20 Page 74 of 123 THENCE S 14°55'16"E A DISTANCE OF 48.90 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 451.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 12°05'32"AN ARC DISTANCE OF 95.18 FEET; THENCE S 02°49'44"E A DISTANCE OF 324.31 FEET; THENCE S 03°28'06"E A DISTANCE OF 427.29 FEET; THENCE S 03°19'21" E A DISTANCE OF 358.83 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 116.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 66°11'47"AN ARC DISTANCE OF 134.02 FEET; THENCE S 62°52'26" W A DISTANCE OF 21.25 FEET; THENCE S 59°12'29" W A DISTANCE OF 117.08 FEET; THENCE S 50°53'09" W A DISTANCE OF 103.63 FEET; THENCE S 37°32'40" W A DISTANCE OF 72.07 FEET; THENCE S 14°11'19" W A DISTANCE OF 60.81 FEET; THENCE N 74°28'41" W A DISTANCE OF 393.03 FEET; THENCE N 18°31'20" W A DISTANCE OF 117.80 FEET; THENCE N 21°28'47" W A DISTANCE OF 85.47 FEET; THENCE N 11°00'00" W A DISTANCE OF 105.54 FEET; THENCE N 05°57'48" E A DISTANCE OF 151.51 FEET; THENCE N 06°50'00" W A DISTANCE OF 370.79 FEET; THENCE N 34°40'36" W A DISTANCE OF 456.99 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 52°57'38" W AND HAVING A RADIUS OF 28.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 43°56'52" AN ARC DISTANCE OF 21.48 FEET; THENCE S 89°44'47" W A DISTANCE OF 204.14 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHEASTERLY WHOSE RADIUS POINT BEARS N 00°27'23" W AND HAVING A RADIUS OF 142.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 53°45'39"AN ARC DISTANCE OF 133.24 FEET; THENCE N 36°53'55" W A DISTANCE OF 134.23 FEET; THENCE N 40°42'25" W A DISTANCE OF 39.74 FEET; THENCE N 36°14'22" W A DISTANCE OF 229.41 FEET; THENCE N 36°53'55" W A DISTANCE OF 663.78 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 25.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 77°05'58" AN ARC DISTANCE OF 33.64 FEET; THENCE S 66°00'07" W A DISTANCE OF 1347.27 FEET; THENCE S 60°11'58" W A DISTANCE OF 35.81 FEET; THENCE N 31°43'05" W A DISTANCE OF 38.54 FEET; THENCE N 36°09'51" W A DISTANCE OF 40.59 FEET; THENCE N 20°45'08" W A DISTANCE OF 21.76 FEET; THENCE N 29°12'25" W A DISTANCE OF 26.75 FEET; THENCE N 21°48'56" W A DISTANCE OF 51.21 FEET; THENCE N 32°54'14" W A DISTANCE OF 137.82 FEET; THENCE N 40°35'17" W A DISTANCE OF 78.60 FEET; THENCE N 68°24'48" W A DISTANCE OF 37.30 FEET; THENCE N 53°10'07" W A DISTANCE OF 32.15 FEET; THENCE N 21°13'51" E A DISTANCE OF 40.37 FEET; THENCE N 22°02'47" W A DISTANCE OF 44.59 FEET; PAGE 14 OF 20 Page 75 of 123 THENCE N 07°21'32" W A DISTANCE OF 56.07 FEET; THENCE N 06°28'35"E A DISTANCE OF 66.40 FEET; THENCE N 09°56'22" E A DISTANCE OF 69.15 FEET; THENCE N 03°38'16" E A DISTANCE OF 51.88 FEET; THENCE N 07°17'28" E A DISTANCE OF 82.16 FEET; THENCE N 06°29'56"E A DISTANCE OF 74.86 FEET; THENCE N 06°07'02" E A DISTANCE OF 85.01 FEET; THENCE N 03°46'47" E A DISTANCE OF 82.82 FEET; THENCE N 05°23'36" E A DISTANCE OF 74.88 FEET; THENCE N 02°17'48" E A DISTANCE OF 105.33 FEET; THENCE N 01°38'19"E A DISTANCE OF 59.59 FEET; THENCE N 00°48'14" E A DISTANCE OF 50.18 FEET; THENCE N 02°25'45" W A DISTANCE OF 70.13 FEET; THENCE N 00°54'02"E A DISTANCE OF 73.67 FEET; THENCE N 00°51'34" W A DISTANCE OF 54.76 FEET; THENCE N 15°43'00" W A DISTANCE OF 48.82 FEET; THENCE N 13°29'58" E A DISTANCE OF 47.07 FEET; THENCE N 00°44'51" E A DISTANCE OF 55.85 FEET; THENCE N 10°39'19" E A DISTANCE OF 32.52 FEET; THENCE N 04°07'17"E A DISTANCE OF 41.62 FEET; THENCE N 12°35'16" E A DISTANCE OF 38.67 FEET; THENCE N 00°20'34" W A DISTANCE OF 38.40 FEET; THENCE N 18°05'31" E A DISTANCE OF 47.83 FEET; THENCE N 03°58'33" W A DISTANCE OF 48.95 FEET; THENCE N 19°51'27" E A DISTANCE OF 34.70 FEET; THENCE N 09°34'39" E A DISTANCE OF 34.06 FEET; THENCE N 04°50'50" W A DISTANCE OF 28.60 FEET; THENCE N 02°58'56" W A DISTANCE OF 30.74 FEET; THENCE N 44°25'19" W A DISTANCE OF 31.56 FEET; THENCE N 41°39'56" W A DISTANCE OF 33.84 FEET; THENCE N 06°02'21" E A DISTANCE OF 19.31 FEET; THENCE N 29°15'43" W A DISTANCE OF 30.89 FEET; THENCE N 50°20'45" W A DISTANCE OF 65.85 FEET; THENCE N 37°39'56" W A DISTANCE OF 20.94 FEET; THENCE S 87°18'03" W A DISTANCE OF 18.51 FEET; THENCE N 86°53'50" W A DISTANCE OF 40.70 FEET; THENCE N 57°38'19" W A DISTANCE OF 57.04 FEET; THENCE N 02°52'44" E A DISTANCE OF 160.84 FEET; THENCE N 49°42'21" W A DISTANCE OF 597.21 FEET; THENCE S 89°37'33" W A DISTANCE OF 99.83 FEET; THENCE S 89°55'08" W A DISTANCE OF 166.80 FEET; THENCE S 88°18'59" W A DISTANCE OF 113.40 FEET; THENCE S 80°55'44" W A DISTANCE OF 95.52 FEET; THENCE S 79°29'17" W A DISTANCE OF 110.57 FEET; THENCE S 76°51'49" W A DISTANCE OF 41.22 FEET; THENCE S 80°58'38" W A DISTANCE OF 97.67 FEET; THENCE S 00°15'02"E A DISTANCE OF 14.22 FEET; THENCE S 02°32'20"E A DISTANCE OF 115.00 FEET; THENCE S 01°32'34" E A DISTANCE OF 162.95 FEET; THENCE S 03°27'04" E A DISTANCE OF 258.87 FEET; THENCE S 02°19'37"E A DISTANCE OF 134.05 FEET; PAGE 15 OF 20 Page 76 of 123 THENCE S 01°54'49" E A DISTANCE OF 228.80 FEET; THENCE S 12°19'49" W A DISTANCE OF 138.96 FEET; THENCE S 00°13'30" W A DISTANCE OF 106.34 FEET; THENCE S 00°57'26" E A DISTANCE OF 183.14 FEET; THENCE S 00°25'29" E A DISTANCE OF 198.17 FEET; THENCE S 00°11'39" W A DISTANCE OF 266.76 FEET; THENCE S 05°38'48" E A DISTANCE OF 224.75 FEET; THENCE S 10°06'13" W A DISTANCE OF 120.53 FEET; THENCE S 01°04'58" W A DISTANCE OF 140.82 FEET; THENCE S 03°23'55" W A DISTANCE OF 151.19 FEET; THENCE S 02°59'31" E A DISTANCE OF 119.51 FEET; THENCE S 05°46'18"E A DISTANCE OF 102.72 FEET; THENCE S 07°48'56" W A DISTANCE OF 107.22 FEET; THENCE S 04°20'54" W A DISTANCE OF 96.70 FEET; THENCE S 09°24'56" W A DISTANCE OF 46.38 FEET; THENCE S 03°07'47" W A DISTANCE OF 121.65 FEET; THENCE S 03°15'39"E A DISTANCE OF 114.46 FEET; THENCE S 01°49'39" E A DISTANCE OF 17.40 FEET; THENCE S 03°04'19" E A DISTANCE OF 174.38 FEET; THENCE S 01°30'31" W A DISTANCE OF 100.17 FEET; THENCE S 08°36'00"E A DISTANCE OF 83.03 FEET; THENCE S 13°07'39" W A DISTANCE OF 117.05 FEET; THENCE S 07°13'04" E A DISTANCE OF 111.66 FEET; THENCE S 01°39'48" W A DISTANCE OF 135.61 FEET; THENCE S 00°35'56" E A DISTANCE OF 131.33 FEET; THENCE S 00°17'42"E A DISTANCE OF 109.49 FEET; THENCE S 03°10'11" W A DISTANCE OF 110.73 FEET; THENCE S 02°09'16" W A DISTANCE OF 116.69 FEET; THENCE S 45°16'56" W A DISTANCE OF 59.99 FEET; THENCE S 74°32'54" W A DISTANCE OF 84.14 FEET; THENCE S 58°15'44" W A DISTANCE OF 118.62 FEET; THENCE S 46°16'00" W A DISTANCE OF 108.96 FEET; THENCE S 22°03'28" W A DISTANCE OF 92.32 FEET; THENCE S 10°45'07" W A DISTANCE OF 87.02 FEET; THENCE S 12°37'06" E A DISTANCE OF 71.86 FEET; THENCE S 30°30'55" E A DISTANCE OF 168.62 FEET; THENCE S 13°44'17" E A DISTANCE OF 123.28 FEET; THENCE S 01°0T55" W A DISTANCE OF 133.48 FEET; THENCE S 00°19'51" E A DISTANCE OF 99.15 FEET; THENCE S 00°08'35" W A DISTANCE OF 129.35 FEET; THENCE S 01°06'00"E A DISTANCE OF 146.15 FEET; THENCE S 01°47'41"E A DISTANCE OF 63.16 FEET; THENCE S 05°37'53" E A DISTANCE OF 63.46 FEET; THENCE S 20°54'16" E A DISTANCE OF 53.38 FEET; THENCE S 81°54'17" E A DISTANCE OF 85.94 FEET; THENCE S 68°58'44" E A DISTANCE OF 64.05 FEET; THENCE S 12°53'05"E A DISTANCE OF 103.13 FEET; THENCE S 32°06'18"E A DISTANCE OF 157.83 FEET; THENCE S 13°40'02"E A DISTANCE OF 142.14 FEET; THENCE S 13°22'03"E A DISTANCE OF 80.57 FEET; THENCE S 12°26'23"E A DISTANCE OF 81.14 FEET; PAGE 16 OF 20 Page 77 of 123 THENCE S 14°13'31" E A DISTANCE OF 114.43 FEET; THENCE S 13°32'09" E A DISTANCE OF 116.39 FEET; THENCE S 13°43'O1" E A DISTANCE OF 155.56 FEET; THENCE S 14°06'51" E A DISTANCE OF 125.03 FEET; THENCE S 13°27'28" E A DISTANCE OF 154.73 FEET; THENCE S 13°32'29" E A DISTANCE OF 126.98 FEET; THENCE S 13°18'51" E A DISTANCE OF 118.43 FEET; THENCE S 14°23'55" E A DISTANCE OF 137.51 FEET; THENCE S 13°28'13" E A DISTANCE OF 244.37 FEET; THENCE S 13°32'53" E A DISTANCE OF 183.37 FEET; THENCE S 13°56'07" E A DISTANCE OF 117.94 FEET; THENCE S 12°49'58" E A DISTANCE OF 203.67 FEET; THENCE S 13°31'17"E A DISTANCE OF 236.60 FEET; THENCE S 13°40'36" E A DISTANCE OF 284.65 FEET; THENCE S 13°53'05" E A DISTANCE OF 308.95 FEET; THENCE S 13°33'29" E A DISTANCE OF 222.65 FEET; THENCE S 13°16'55" E A DISTANCE OF 220.95 FEET; THENCE S 15°40'16"E A DISTANCE OF 103.69 FEET; THENCE N 78°54'42" E A DISTANCE OF 48.08 FEET; THENCE N 75°28'19" E A DISTANCE OF 203.67 FEET; THENCE N 75°27'39" E A DISTANCE OF 133.74 FEET; THENCE N 75°29'53" E A DISTANCE OF 244.51 FEET; THENCE N 75°11'30" E A DISTANCE OF 177.24 FEET; THENCE S 27°22'24" E A DISTANCE OF 27.74 FEET; THENCE N 75°47'16" E A DISTANCE OF 50.04 FEET; THENCE N 82°37'09" E A DISTANCE OF 35.65 FEET; THENCE N 78°49'32" E A DISTANCE OF 63.59 FEET; THENCE N 77°20'56"E A DISTANCE OF 55.23 FEET; THENCE N 73°27'58" E A DISTANCE OF 83.41 FEET; THENCE N 74°13'53" E A DISTANCE OF 81.57 FEET; THENCE N 82°21'17" E A DISTANCE OF 38.21 FEET; THENCE N 01°48'52" E A DISTANCE OF 38.59 FEET; THENCE N 75°26'49" E A DISTANCE OF 156.74 FEET; THENCE N 75°30'50" E A DISTANCE OF 227.21 FEET; THENCE N 75°17'29" E A DISTANCE OF 184.50 FEET; THENCE N 75°36'35" E A DISTANCE OF 136.26 FEET; THENCE N 13°17'28" W A DISTANCE OF 2405.14 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°10'25"AN ARC DISTANCE OF 225.06 FEET; THENCE N 76°52'57" E A DISTANCE OF 1105.19 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 84°16'05"AN ARC DISTANCE OF 210.32 FEET; THENCE S 24°05'33" E A DISTANCE OF 13.04 FEET; THENCE S 09°04'19" E A DISTANCE OF 42.60 FEET; THENCE S 08°08'36"E A DISTANCE OF 50.76 FEET; THENCE S 02°28'55" E A DISTANCE OF 55.20 FEET; THENCE S 07°32'36" E A DISTANCE OF 63.70 FEET; THENCE S 03°31'36" E A DISTANCE OF 53.70 FEET; THENCE S 07°07'02" E A DISTANCE OF 52.33 FEET; PAGE 17 OF 20 Page 78 of 123 THENCE S 01°38'55"E A DISTANCE OF 50.60 FEET; THENCE S 05°59'11" W A DISTANCE OF 30.09 FEET; THENCE S 11°09'44" E A DISTANCE OF 61.38 FEET; THENCE S 10°56'48" E A DISTANCE OF 67.00 FEET; THENCE S 24°50'18" W A DISTANCE OF 29.34 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 89°09'03" W AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 15°29'26" AN ARC DISTANCE OF 38.66 FEET; THENCE S 14°38'29" W A DISTANCE OF 263.30 FEET; THENCE S 15°05'58" W A DISTANCE OF 40.43 FEET; THENCE S 00°22'20"E A DISTANCE OF 36.09 FEET; THENCE S 25°28'54"E A DISTANCE OF 12.14 FEET; THENCE S 12°52'31"E A DISTANCE OF 23.20 FEET; THENCE S 11°22'20" E A DISTANCE OF 40.94 FEET; THENCE S 25°58'09"E A DISTANCE OF 35.12 FEET; THENCE S 12°22'02"E A DISTANCE OF 88.08 FEET; THENCE S 27°11'49"E A DISTANCE OF 47.72 FEET; THENCE S 08°54'23" E A DISTANCE OF 23.56 FEET; THENCE S 13°04'05" E A DISTANCE OF 50.15 FEET; THENCE S 12°21'03" E A DISTANCE OF 42.36 FEET; THENCE S 13°50'10" E A DISTANCE OF 69.53 FEET; THENCE S 14°06'26" E A DISTANCE OF 50.91 FEET; THENCE S 12°56'O1"E A DISTANCE OF 226.79 FEET; THENCE S 23°25'59" E A DISTANCE OF 65.95 FEET; THENCE S 13°05'58" E A DISTANCE OF 74.88 FEET; THENCE S 19°56'02" E A DISTANCE OF 39.16 FEET; THENCE S 18°26'12"E A DISTANCE OF 81.19 FEET; THENCE S 09°26'34"E A DISTANCE OF 63.58 FEET; THENCE S 14°24'58"E A DISTANCE OF 49.28 FEET; THENCE S 13°31'43"E A DISTANCE OF 79.63 FEET; THENCE S 12°38'17" E A DISTANCE OF 54.03 FEET; THENCE S 16°42'31" E A DISTANCE OF 64.93 FEET; THENCE S 13°23'52" E A DISTANCE OF 49.49 FEET; THENCE S 15°58'47" E A DISTANCE OF 60.52 FEET; THENCE S 12°07'44"E A DISTANCE OF 44.49 FEET; THENCE S 16°29'40"E A DISTANCE OF 56.83 FEET; THENCE S 19°13'22"E A DISTANCE OF 84.72 FEET; THENCE S 11°28'02" E A DISTANCE OF 65.80 FEET; THENCE S 14°19'45" E A DISTANCE OF 73.35 FEET; THENCE S 14°38'09" E A DISTANCE OF 74.83 FEET; THENCE S 14°13'10" E A DISTANCE OF 67.12 FEET; THENCE S 18°23'40" E A DISTANCE OF 78.51 FEET; THENCE S 11°27'34"E A DISTANCE OF 76.18 FEET; THENCE S 13°43'27" E A DISTANCE OF 78.55 FEET; THENCE S 13°57'22" E A DISTANCE OF 66.50 FEET; THENCE S 10°03'07"E A DISTANCE OF 104.12 FEET; THENCE S 13°15'35"E A DISTANCE OF 112.13 FEET; THENCE N 82°38'54" E A DISTANCE OF 21.21 FEET; THENCE S 12°34'09"E A DISTANCE OF 55.35 FEET; THENCE S 67°29'40" W A DISTANCE OF 66.71 FEET; PAGE 18 OF 20 Page 79 of 123 THENCE S 76°06'58" W A DISTANCE OF 110.47 FEET; THENCE S 74°42'06" W A DISTANCE OF 88.60 FEET; THENCE S 79°58'45" W A DISTANCE OF 100.97 FEET; THENCE S 77°15'49" W A DISTANCE OF 144.49 FEET; THENCE S 75°05'02" W A DISTANCE OF 171.90 FEET; THENCE S 79°03'25" W A DISTANCE OF 87.70 FEET; THENCE S 75°35'47" W A DISTANCE OF 234.26 FEET; THENCE S 73°21'58" W A DISTANCE OF 67.19 FEET; THENCE S 83°03'23" W A DISTANCE OF 94.50 FEET; THENCE N 21°37'15" W A DISTANCE OF 8.91 FEET; THENCE N 50°09'26" W A DISTANCE OF 48.41 FEET; THENCE S 53°06'48" W A DISTANCE OF 36.67 FEET; THENCE S 40°33'45" W A DISTANCE OF 36.67 FEET; THENCE S 76°21'09" W A DISTANCE OF 1142.36 FEET; THENCE S 07°11'43" W A DISTANCE OF 30.26 FEET; THENCE S 45°41'31" W A DISTANCE OF 86.40 FEET; THENCE S 38°24'30" W A DISTANCE OF 74.31 FEET; THENCE S 23°53'52" W A DISTANCE OF 68.04 FEET; THENCE S 19°00'46" W A DISTANCE OF 75.66 FEET; THENCE S 06°46'05" W A DISTANCE OF 109.79 FEET; THENCE S 00°40'52" E A DISTANCE OF 79.53 FEET; THENCE S 01°14'39" W A DISTANCE OF 115.41 FEET; THENCE S 19°20'52" W A DISTANCE OF 64.50 FEET; THENCE S 86°23'57" W A DISTANCE OF 68.95 FEET; THENCE S 81°29'04" W A DISTANCE OF 390.02 FEET; THENCE S 12°44'47"E A DISTANCE OF 154.92 FEET; THENCE S 15°12'49"E A DISTANCE OF 159.10 FEET; THENCE S 15°33'46" E A DISTANCE OF 241.41 FEET; THENCE S 09°50'32"E A DISTANCE OF 169.78 FEET; THENCE S 12°54'26"E A DISTANCE OF 140.03 FEET; THENCE S 20°27'43" W A DISTANCE OF 41.00 FEET; THENCE S 66°58'09" W A DISTANCE OF 32.13 FEET; THENCE S 83°46'58" W A DISTANCE OF 132.59 FEET; THENCE S 83°47'24" W A DISTANCE OF 132.37 FEET; THENCE S 86°31'48" W A DISTANCE OF 155.77 FEET; THENCE S 84°46'57" W A DISTANCE OF 129.69 FEET; THENCE S 86°34'27" W A DISTANCE OF 147.14 FEET; THENCE S 85°06'14" W A DISTANCE OF 134.31 FEET; THENCE S 84°20'38" W A DISTANCE OF 108.99 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE EASTERLY WHOSE RADIUS POINT BEARS N 75°02'5I" E AND HAVING A RADIUS OF 2800.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°03'04" AN ARC DISTANCE OF 51.37 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF AFORESAID SECTION 3; THENCE N 13°54'05" W ALONG SAID PARALLEL LINE A DISTANCE OF 538.79 FEET; THENCE N 13°53'49" W ALONG SAID PARALLEL LINE A DISTANCE OF 2640.03 FEET; THENCE N 13°54'12" W ALONG SAID PARALLEL LINE A DISTANCE OF 2601.00 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 3100.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 13°38'34"AN ARC DISTANCE OF 738.14 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY PAGE 19 OF 20 Page 80 of 123 FROM AND PARALLEL WITH THE WEST LINE OF THE SOUTHWEST QUARTER OF AFORESAID SECTION 34; THENCE N 00°15'38" W ALONG SAID PARALLEL LINE A DISTANCE OF 2358.37 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 34; THENCE N 00°15'41" W ALONG SAID PARALLEL LINE A DISTANCE OF 2754.21 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF THE SOUTHWEST QUARTER OF AFORESAID SECTION 27; THENCE N 00°15'45" W ALONG SAID PARALLEL LINE A DISTANCE OF 2757.14 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 1,245.15 ACRES. REFERENCE ABB DRAWING#12904-SD PAGE 20 OF 20 Page 81 of 123 Exhibit F to the SRA Document TOWN OF BIG CYPRESS STEWARDSHIP RECEIVING AREA NATURAL RESOURCE INDEX ASSESSMENT Revised May 2022 Prepared For: Collier Enterprises Management, Inc. 999 Vanderbilt Beach Road, Suite 507 Naples, Florida 34108 (239) 261-4455 Prepared By: Passarella &Associates,Inc. 13620 Metropolis Avenue, Suite 200 Fort Myers, Florida 33912 (239) 274-0067 Project No.210EM3473 Page 82 of 123 TABLE OF CONTENTS Page 1.0 Introduction 1 2.0 NRI Assessment Methodology and Datasets 2 2.1 Stewardship Overlay Designation 3 2.2 Proximity 3 2.3 Listed Species Habitat 3 2.4 Soils/Surface Water 4 2.5 Restoration Potential 4 2.6 Land Use/Land Cover 4 3.0 NRI Assessment 4 3.1 Stewardship Overlay Designation 5 3.2 Proximity 5 3.3 Listed Species Habitat 5 3.4 Soils/Surface Water 5 3.5 Restoration Potential 5 3.6 Land Use/Land Cover 5 3.7 Final Assessment Results 6 4.0 NRI Results Summary 6 i Page 83 of 123 LIST OF TABLES Page Table 1. Spatial Datasets Used in the TOBC NRI Assessment Model 2 ii Page 84 of 123 LIST OF EXHIBITS Page Exhibit 1. Project Location Map E 1-1 Exhibit 2. Aerial with Boundary E2-1 Exhibit 3. Aerial with Stewardship Overlay E3-1 Exhibit 4. Aerial with FLUCFCS E4-1 Exhibit 5. Documented Listed Species Locations (2007-2020 & 2021-2022 Surveys) E5-1 Exhibit 6. Soils Map E6-1 Exhibit 7. Stewardship Overlay Designation E7-1 Exhibit 8. Proximity Index E8-1 Exhibit 9. Listed Species Habitat Index E9-1 Exhibit 10. Soils/Surface Water Index E10-1 Exhibit 11. Land Use/Land Cover Index El1-1 Exhibit 12. Final NRI Assessment E12-1 Exhibit 13. SRA Natural Resource Index Values E13-1 iii Page 85 of 123 1.0 INTRODUCTION This Natural Resource Index (NRI) Assessment (Assessment) documents the environmental conditions and NRI scores within Town of Big Cypress (TOBC) Stewardship Receiving Area (SRA) (Project) and demonstrates that the Project meets the Suitability Criteria contained in Section 4.08.07.A.1 of the adopted Collier County Land Development Code (LDC) amendments. This Assessment is submitted in support of the Rural Lands Stewardship Area (RLSA) Overlay District SRA Designation Application on behalf of Collier Enterprises Management, Inc. This Assessment is consistent with the requirements of the RLSA Zoning Overlay District, Collier County LDC, Section 4.08.00. This NRI Assessment includes the following: • Identification of the acreage of lands, by type, included within the Project site. • A summary of the refined and updated data incorporated into the Project's NRI model. • A summary analysis and verification of the NRI scores. • Identification of the acreage of lands, by type, within the Project site that have an NRI value greater than 1.2. • An analysis of how the Project's NRI scores compare to those in the original Baseline model. • Demonstrates compliance with the Suitability Criteria contained in Section 4.08.07.A.1. This SRA Designation Application involves the designation of 1,545.08+ acres as the TOBC SRA located in Sections 3, 14, 22, 23, 26, 27, 34, and 35; Township 48 South; Range 28 East and Section 3, Township 49 South, Range 28 East, Collier County (Exhibit 1). Located within the boundary of the Project is Longwater Village SRA. The Longwater Village SRA was approved by the Collier County Board of County Commissioners (BOCC) on June 8, 2021 (Resolution No. 2021-119). Also approved on this date was an agreement between the applicant and the BOCC that an application to amend the Longwater Village SRA to create a Town SRA would be submitted within 12 months from the date of Longwater Village SRA's approval. The Project's application honors this agreement and includes 544.65+ acres of land outside of the previously approved Longwater Village SRA boundary. The location and extent of TOBC SRA and Longwater Village SRA is indicated on Exhibit 2. An NRI Assessment for Longwater Village SRA was submitted, reviewed, and approved by Collier County staff as part of the Longwater SRA approval. This NRI Assessment documents the NRI results for the additional 544.65+ acres of land outside of Longwater Village SRA and summarizes the previously provided NRI results for the Longwater Village SRA to provide a complete assessment of the lands within the Project site. The Project is located within lands designated as "Open" on the adopted RLSA Stewardship Map and does not encroach into any Flow-Way Stewardship Area (FSA), Habitat Stewardship Area (HSA) lands, or Water Retention Area (WRA) as illustrated in Exhibit 3. The Project is not within the Area of Critical State Concern(ACSC). 1 Page 86 of 123 The subject property is currently dedicated to agricultural activities (i.e., row crops and improved pasture) and includes widely scattered lands comprised of exotic vegetation (i.e., Brazilian pepper (Schinus terebinthifolia)), non-forested uplands, forested uplands, and forested wetlands; all of which exhibit a high degree of disturbance. Listed species data from state and federal wildlife agencies indicate occurrences of Florida panther(Puma concolor coryi)telemetry points within the SRA boundary. 2.0 NRI ASSESSMENT METHODOLOGY AND DATASETS The NRI Assessment is a Geographic Information Systems (GIS) analysis where resource values are calculated for every acre in the study area using a raster model. The raster model uses one- acre grid cells that receive a score value based on each of the six NRI Factors as defined in Section 4.08.01 of the LDC. Baseline NRI values were assigned during the original Collier County RLSA Assessment Study to establish the Baseline conditions. This NRI Assessment includes documentation that refines the NRI Factors from the original study using updated data. Of the six NRI Factors on the Stewardship Credit Worksheet, two factors (i.e., Land Use-Land Cover and Listed Species Habitat) are the most prone to change over time or require mapping refinements. However, in preparing this Assessment, Passarella & Associates, Inc. (PAI) obtained updated datasets, where available, to be included in the model. Table 1 depicts the datasets used for each of the NRI Factors and indicates where data has been updated from the Baseline model. Table 1. Spatial Datasets Used in the TOBC NRI Assessment Model Natural Resource Model Input GIS Dataset Source Date' Index Factors Stewardship Collier County Collier County Overlay Stewardship Areas Stewardship Areas Collier County* 2019 Designation Collier County Collier County Collier County* 2019 Stewardship Areas Stewardship Areas Proximity Conservation Collier Collier County 2019 Preserve Land Florida Managed Areas FNAI 2019 Florida Panther FWCC 2021 Telemetry Documented Wading Bird FWCC 1999 Listed Species Listed Species Rookeries Habitat Listed Species and Species-Specific PAI 2022 Survey Results Habitat Type FLUCFCS PAI 2019 2 Page 87 of 123 Table 1. (Continued) Natural Resource Model Input GIS Dataset Source Date' Index Factors Soils/Surface Soils for Lee, Water Soils Collier, and Hendry USDA-NRCS 1990 Counties Restoration Potential -- -- -' Land Use/Land Land Cover FLUCFCS PAI 2019 Cover FNAI-Florida Natural Areas Inventory FWCC-Florida Fish and Wildlife Conservation Commission USDA-United States Department of Agriculture NRCS-Natural Resources Conservation Service *WRA boundaries around the perimeter of the Project were revised per permitted wetland boundaries and agricultural reservoirs(see Section 2.1) 'Years in bold indicate updated dataset 2.1 Stewardship Overlay Designation As part of the establishment of the RLSA, the Stewardship Overlay was established to designate land with the RLSA as FSA, HSA, WRA, or Open. To refine this layer, WRA boundaries taken from the Collier County Stewardship Overlay Map were updated by digitizing South Florida Water Management District (SFWMD) permit boundaries on aerial photography base at scales suitable for comprehensive planning. Detailed analysis of these areas was conducted on the ground, using actual surveyed wetland and permit boundaries. Using this actual groundtruthed data, the Stewardship Overlay digitized WRA boundaries were refined. The additional lands used to create the TOBC SRA boundary were selected so that no FSA, HSA, or WRA areas were included. Exhibit 3 illustrates the refined Stewardship Overlay within the SRA boundary. 2.2 Proximity The Proximity Index Factor also utilizes the Collier County Stewardship Areas. The same refined dataset used for the Stewardship Overlay Designation Index Factor was used for the Proximity Index Factor. In addition, the Conservation Collier and Florida Managed Areas datasets were used to determine the proximity of private or public preserve land. 2.3 Listed Species Habitat The Listed Species Habitat Index values are based on the intersection of documented listed species observations and land cover that is identified as preferred or tolerated by that species. 3 Page 88 of 123 The Baseline model used Land Use/Land Cover mapping from the Stage 1 Report. While this mapping was generally accurate at the regional/planning scale, groundtruthing by PAI in 2019 revealed some positional and classification errors, which are rectified in this application. The updated Florida Land Use, Cover and Forms Classification System (FLUCFCS) mapping for the additional lands used to establish the TOBC SRA is presented in Exhibit 4. The documented listed species datasets were updated to include the current listed species occurrence data and Florida panther telemetry was obtained from the Florida Fish and Wildlife Conservation Commission website. In addition, the results of multiple listed species and species-specific surveys conducted by PAI in 2007 through 2021 were incorporated. A map of the updated listed species occurrences, listed species records, and Florida panther telemetry points is provided as Exhibit 5. 2.4 Soils/Surface Water The U.S. Department of Agriculture-Natural Resources Conservation Services (USDA- NRCS) soils map for additional lands used to establish the TOBC SRA is provided in Exhibit 6. This dataset had not changed since the Baseline model. 2.5 Restoration Potential Restoration Potential is one of the six NRI Factors in an NRI Assessment. However, this index factor is assigned only during an Stewardship Sending Area (SSA) designation process, if appropriate, and was not assessed in the Baseline model. As this application and NRI Assessment is for an SRA, this NRI Factor was not incorporated into the Project's NRI Assessment. 2.6 Land Use/Land Cover As mentioned in Section 2.3, the updated FLUCFCS mapping conducted by PAI was utilized for the land cover dataset in the Project's NRI Assessment. 3.0 NRI ASSESSMENT The following section summarizes the NRI Assessment results of the additional 544.65± acres used to establish the TOBC SRA (Additional Lands) and analyzes how the results of this Assessment compare to that of the Baseline assessment results from the Collier County RLSA Assessment Study. It is worth noting that while the Project's NRI Assessment was conducted using a project-specific boundary, the Baseline assessment was conducted for the entire RLSA area. While some of the NRI Factor results for the Project are different from the Baseline due to updated datasets, some minor differences are due to the difference in scope between the two assessments and alignments of the GIS raster model. 4 Page 89 of 123 3.1 Stewardship Overlay Designation In the assessment for the Additional Lands, there are no lands designated as FSA, HSA, WRA, or ACSC. Therefore, the entirety of the Additional Lands received a score of zero for this NRI Factor(Exhibit 7A). This matches the majority of the scoring for this area in the Baseline assessment, with a few cells around the perimeter receiving a score of 0.6 for WRA (Exhibit 7B). As mentioned in Section 2.1, the WRA boundaries were refined for the Project's assessment using SFWMD permitted boundaries. This adjustment accounts for the difference between the Project and Baseline assessments. 3.2 Proximity For the Proximity Index the Additional Lands is within 300 feet of an HSA along portions of the northeastern boundary. Cells that were within the 300-foot distance from the HSA scored 0.3 and the remainder of the SRA scored zero (Exhibit 8A). These scores are also supported by the Baseline assessment (Exhibit 8B). 3.3 Listed Species Habitat The Listed Species Habitat Index for Additional Lands had areas that score 0.4 for"other listed species habitat" and areas that received a score of zero (Exhibit 9A). The areas which scored 0.4 had observations of listed species within habitats that are considered preferred or tolerated for that species. In the Baseline assessment, a few cells around the perimeter of the boundary scored a 0.5 for panther-occupied habitat and 0.8 for panther- occupied habitat with other listed species (Exhibit 9B). Due to the nature of the raster model and the scope of the Baseline assessment, these cells are capturing habitat types and panther telemetry outside of the SRA boundary. There is no panther telemetry within a preferred or tolerated habitat within the SRA footprint. 3.4 Soils/Surface Water For the Soils/Surface Water Index Factor, the Additional Lands received scores ranging from zero for non-hydric soils, to 0.3 for sand depression soils (Exhibit 10A). This scoring is supported by the Baseline assessment(Exhibit 10B). 3.5 Restoration Potential This index factor is assigned only during an SSA designation process, if appropriate, and was not assessed in the Baseline model. As this application and NRI Assessment is for an SRA, this NRI Factor was not incorporated into the Project's NRI Assessment. 3.6 Land Use/Land Cover In the Land Use/Land Cover Index Factor, the Additional Lands received scores of zero to 0.4, as it contains FLUCFCS Code Groups 4 through 2 (Exhibit 11A). The majority of the Baseline assessment matches the assessment for the Project (Exhibit 11B). The 5 Page 90 of 123 differences between the two assessments are due to the use of updated and groundtruthed FLUCFCS mapping conducted by PAI in 2019. 3.7 Final Assessment Results The final model result is calculated by summing the raster cells for each of the NRI Factors. The NRI Assessment for the Additional Lands demonstrates that no lands within the SRA boundary carry an NRI value greater than 1.2, with scores ranging from zero to 0.8 (Exhibit 12A). The majority of the Baseline model cells are in agreement with the assessment for the Additional Lands (Exhibit 12B). Areas where scoring in the TOBC assessment diverges from the Baseline assessment are primarily due to refinement of the model to include updated FLUCFCS mapping and refinement of WRAs to permitted and groundtruthed boundaries. Exhibit 12.A also includes the results from the previously reviewed and approved Longwater Village SRA NRI Assessment. Within the area assessed under the Longwater Village SRA assessment, a minimal amount of land within this area carries an NRI value greater than 1.2, with scores ranging from zero to 1.5. The lands receiving a score greater than 1.2 are limited to the remnant wetland habitat surrounded by an agricultural field in the southern portion of the site. The cumulative NRI Assessment scores for Longwater Village SRA and the Additional Lands, which together create the Project boundary, are presented graphically in Exhibit 12A and in table format in Exhibit 13. 4.0 NRI RESULTS SUMMARY The NRI Assessment for the Project has been prepared with updated and refined datasets to reflect current conditions of the site. Comparisons between the updated assessment for the Project and the Baseline assessment indicate that the incorporation of updated and refined datasets have not had a drastic change to the overall assessment scoring. Many of the index factors are still in agreement with the Baseline condition. The majority of changes are limited to the perimeter of the SRA boundary. This NRI Assessment indicates that there is one remnant wetland within the Project boundary that scores above a 1.2. This area was previously identified in the Longwater Village SRA NRI Assessment. As previously committed under the Longwater Village SRA, this area will be retained as open space in the Project development plan and will be maintained in a predominantly natural vegetated state in accordance with the Suitability Criteria contained in Section 4.08.07 A.1. of the LDC. 6 Page 91 of 123 EXHIBIT 1 PROJECT LOCATION MAP Page 92 of 123 r k, 75 n ��� 82 " �"cm O 41:11) QEDCatPENSACOLA TALI•A HA- EE ' `� 6 dr, KSO itB.LE ri�l»ZYr �� P'' V I q OA1NEBV1'• le , 1 58 .AYTON BEACH Tlb.."' ihk , CS �� mg ORLA411 NDO 2 o III U { �i"�i" RO ACH SS BAR'. ' ID Y\�� n FOZ,T MYE 5: •'1 \ . BJ NAP u4, �^ FORT.LA ERDALE 2:0 L nii>n, ` -y_gc-p 4 . 4i i.. - m s a KEY WEST I jIl ., ., \ Willi 1 .1.` ..‘3001I` tea Mil , ,ftrt,y4.„ , TERRY ► 7 _ 4 ' 1 ,' m r t" w (f _..K EXIT' V r T •� _,�• �, %� -".'4.1sue a __ 1 - 1 1,1 • COLL , ER ma 12 o \ 17 y.t ,. .. 'I _ OIL-WELL RD • T , •/ f� / t EXIT ik I / - 'r _.- ,,, _• n•; PROJECT LOCATION 4 ;`gyp' • 1 SEC 3, 14,22,23, 26,27,34,35 ti m ` ir., •t ea` g o �� ' TWP 48,49 S,RNG 28 E a _ ,In _ , I �. `."4i •tj..'7 �'.r�e�•R_r 'i+ S t�. K.' i ' 9 VA°ND�RBIL t'''" in.l,' `!1 �.�i",41 t- 1{f --'Ts.:•-... j • I 0 f ` .. • GOL•DEN•GAI E.BL•VD III .a ,tf <J q I.`' EXIT �O m PINE i ; 107 RIDGE RD ® 'f .. _. 111 :,:, Z GREEN BLVD - I 3 ,;5 [EXIT GG ay _ 11,0519--•-�'C a1 ; 554_0.' EXIT) r -`, 5' m; 1,OdA i 9 yy' BECK C -'— �� ;., '• ,.. a, " •' -'rBLVD t644,7, ,,• Z Z DRAWN BY DATE F.L. 1/15/22 EXHIBIT 1. PROJECT LOCATION MAP REb,EWE°°" DA,B PASSARELLA H.S. 1/15/22 fib ux,I„R TOWN OF BIG CYPRESS RED DATE c^< [«g& A$SI, TES W.C. 4/22/22 EXHIBIT 2 AERIAL WITH BOUNDARY Page 94 of 123 I .�;' - 37TH AVE NE 1 ' r ,� ' ;y , ..___ .-._I �. �"' 04.' .Y. 'JLIit i, .,.s >. h 1i ' i '.• I r - C" F 35TH A ENE' `':- x 1'_ i ----- PROJECT LOCATION \ } .-1 i — -_ cwF,i 7autrtD rir • ..._ .. . t 1-s33RD�AVEtiN E:__. . 4.( -- _ 4� / fri,,,,4 s M i r • LONGWATER _ r e 1 SRA -,- .,-, - +! 4--29TH AVE1NE - F -1 I:r7TH AVE•NE.- ,r... ..." a.' BIB ._ i ,,,,,,.. , . _ ,_ , i, , , ..., \ _ I't., 1.+rr 1.:__ � 2 TH AVE'NE- i - _ 1 I i r ..-s-`"i I '1 / y -tat __'�_ �' �I � r r 20TH AVE NE -�-- { Z t + vL t -e-41 1 1871-rAVE ' r I pil . _ �t�' 9 • # §§ 0 2 i. . I *- .,- ..�'..,c cS x • 1._ P z ... _- -1- p,16TH'AVE'NE'....____w. - I 4.4 ) • =t, 1, . r ^ 14TH AVE NE_. - ��� 111 t. , gQ 4 t-4..),./..t a� ,-. - w(12TTH AVE'NE1I - , 7 - p R y £ !'= I,:�.. 4 �' -j• . '10T1-4,1'8•VE'NEg._ -.4 I 1. a / Al • 5, ` 44. ' !✓ /".1. I - STH AVE•NE , l t F,,i �`{� � —c�'- PROJECT LOCATION o 1.,-.• fir . ,r tAr...; 6THAVE'NE :rw 4 j k r ,P ri t .1. 7' 4TH'AVE NE -i — .--T- S.. - t- r,,,,..,',"/,'/ /. ,. d -I --^r,, F 1 .,:_•- '?,'.1 2ND'AVENE`_ -7 c. ry r r • — GOLDEN GATE BLVDJE--J� ' --i't-i-- f/ 1 j' I I ............... y y7 Y 4 1. .7 �� _ ..�.-_ .,� ----. • —a�='\'—.---— n NOTES: w LEGEND g NY AERIAL PHOTOGRAPHS WERE ACQUIRED THROUGH THE COLLIER COUNTY PROPERTY TOWN OF BIG CYPRESS SRA APPRAISER'S OFFICE WITH A FLIGHT DATE OF O LONGWATER SRA DECEMBER 2018. TOWN OF BIG CYPRESS ADDITIONAL LANDSaiummi i S COUNTY i ON WAS ACQUIRED FROM THE FINFLORIDA GEOGRAPHIC DATA LIBRARY WEBSITE. 9 0 2,000 4,000 Feet DRAWN BY I>ACF /15 EXHIBIT 2.AERIAL WITH BOUNDARY F W EDBY 1DAII- PASSARELLA TOWN OF BIG CYPRESS K.C.P. 1/15/22 r,,,,,,,Ion` kcologun /'�i212 Re�isrn Dr re � `r��$Qkvv TES W.C. 4/22/22 EXHIBIT 3 AERIAL WITH STEWARDSHIP OVERLAY Page 96 of 123 3\ _ PROJECT LOCATION y``y( t 3 _ _ i �- r 33RD�AVE•NE*---� -q,.. � , _'.� - -' 1 l 3,,1,ST'AVE,NE� _._ .... .. .. 31 i( +29�H'VE NE'----* l h 1 -T 2aTH(*E NE4 -- -(— I / ' r ' 1. f �' —rsr---t—RAINDA S_BLVD "i e t SS4} f •* `. 24TH;AVE`NE .' , � , _ _ '' 41 . i} ,. A .;.: i 411P • ' 22ND u •. ETA - ( i - j 1 • I ' e l 1 _I j, • 1 r 20THIAVEIL-- rr E :NE PROJECT LOCATION * 4 " 18TH.AVE NE-F`K , > d }. `k`, - q r b o 1 1 Et 0 ; I r / -T'r 6TH�AV ,,r,7 ._mp 1 y 1' R ,, , i a . •., .14THAVE,N E•__. g. �12TH AVE NE-, M tt = 1 - 1OTHPAVE-NE•-: oa ,,, - -8TH'QVENE. i r; I s f. 1* S ''', ' . ../ ,- 6TH AVEiNE.-. $ a, t w .. 1Y P+. .t r 1 4TH�AVENE' -.4—^__-..__`'l't I_.- '- t --- 1 =2ND`AVE NE- w w ,i a i4 N i 7' .. 7:1711.-.6-1' LEGEND ', a'_� � rnm �i A �.i FLOW-WAY STEWARDSHIP AREA(FSA) t�` .iy.,. } li� � f I+ ^\\\ y S HABITAT STEWARDSHIP AREA (HSA) 7 I ` 'L I - 9 w.! /1{ i WATER RETENTION AREA (WRA) '1 .. 2,000 4,000 Feet a._ — DRAWN BY DATE ' F.L. 1/15/22 EXHIBIT 3. AERIAL WITH STEWARDSHIP OVERLAY REVIEWED BY DATE PASSARELLA KC.P. 1/15/22 c.mwc,BR TOWN OF BIG CYPRESS REVISED DATE - Em`''''m& $ 2FATES L <74 F. W.C. 4/22/22 EXHIBIT 4 AERIAL WITH FLUCFCS Page 98 of 123 PROJECT LOCATIONi 441 • / 1 1 6146 5 I 6319E l' X'p c—— aA 635E °° B 0 1,000 2,000 .j • Ft I--- s.,. Feet _ f' I•.'6259E4 „l .. .l 7 �` Im 914'6269 E45 4W), ,.. Air 1 r ., �1 //' ) 'r— -.- - • 9E4 ( • 210 - -y 1\ 49 r INSET A L N • • 1 .. •� ' "— ___.--1- T-.._----,„ -..- PROP- T CT LOCAION •F—4 II INSET --411.' I ..'c.. a,al, `4. 319E4 W. y . 3335E,.. F 4• ...- N ,S 4349E41• I ,.� "`,,:) _�/s' PROJECT LOCATION t ,vxHew Y•• ,, _ — -4e .tA 1. Ea 1 6213E1 1 } LEGEND t � � •, 11 TOWN OF BIG CYPRESS SURVEY AREA • `, FLUCECS SI I Y, CODE DESCRIPTION ACREAGE 100 RESIDENTIAL • ,' .,y. 210 CROPLAND AND PASTURELAND 514 Ac. 11 A 211 IMPROVED PASTURE 0.02 Ac,t _ 214 ROW CROPS 66.22Ac.3 r.-4119E1 - 3219E1 PALMETTO PRAIRIE,DISTURBED(O.24%EXOTICS) 0.52 Act N ( 4119E1 PINE FLATWOODS,DISTURBED(0-24%EXOTICS) 0.31Ac.I 4 -y -IL E�62I EE1_ 4119E2 PINE FLATWOODS,DISTURBED(25-49%EXOTICS) 0.68Ac.t i. • 4119E4 PINE FIATWOODS,DISTURBED(76-10096 EXOTICS) 3.17Ac.S .,� 4 422 BRAZIUAN PEPPER 0.17 Ac.3 ... 11,1- y 4221 BRA21UAN PEPPER,HYDRIC 0.34A.t • - 4241 MELALEUCA,HYDRIC 1.15Ac.t 4349E4 MIXED HARDWOOD CONIFER,DISTURBED(76-1D0%EXOTICS) 1.01 Ac.t 514 DITCH 0.31Ac.t eu 514W DITCH,WETLAND 0.35Ac.E u -) , 11 EL 6119E1 CYPRESS,DISTURBED(0-24%EXOTICS) 0.00Ac3 6219E2 CYPRESS,DISTURBEO(2549%EXOTICS) 0.07Ac.E 6219E4 CYPRESS,DISTURBED(76-100%EXOTICS) 0.99Ac. r, 6249E1 CYPRESS/PINE/CABBAGE PALM,DISTURBED(O 24%EXOTCS) O.00A0.H g •_ 6259E3 HYDRIC PINE,DISTURBED(SD75%EXOTICS) 007 Ac.t 6259E4 MYOPIC PINE,DISTURBED(76f00%FXOTICS) 0.07 Ac.2 740 DISTURBEDLAND 11.50 Ac.3 4 r - '• ) ' I 747 BERM - �.'. 0.09ACY 8146 UNPAVED ROAD 0.1)A<.S- 1 NOTES •'- o' I 3 A Y - P. , ..," .'- AERIAL PHOTOGRAPHS WERE ACQUIRED ERTY li T.h1 l '1 - L y- me`µ- '� -+' APPRAISER'S OFFICE WITH ANFLIGHTY PDATE OF _.... ..�. .4_. - l DECEMBER 2014. -1 11, COUNTY INFp1MAT10N WAS ACQUIRED i {y�,t.a FROM THE FLURIDA GEOGRAPHIC DATA LIBRARY WEBSITE. i6 T / / i " 13620 Metropolis venue F.L.4Y 12/01/2l PO1"A DATE """�"°"° Suite ZOO PAS SAKE LLA gi xs.o4Y Iz/oi%zl Fort Myers,Sui eZOOA 33912 TOWN OF BIG CYPRESS 210EM3473 " 5 REVISED DATE Phone(239)2740067 w3'1& ASSOCIATES k AERIAL WITH FLUCF(�9e 99 of 123 17' W.C. 4/22/22 Fax(239)2744069 EXHIBIT 4 EXHIBIT 5 DOCUMENTED LISTED SPECIES LOCATIONS (2007-2020 & DECEMBER 2021 SURVEYS) Page 100 of 123 PROJECT LOCATION ms, _ _OIL WELL RDmnimr r ter. ., / i "•� Iti ��� 0 1,500 3,000 "6/. , K ::t 1s ue,, , = e * Feet n d ig. .7ti .. r..K _.—___-_--. .._ f,, x I , ..a .� rti `: ,��tifrj of gyp` K r Sir k o1i a Miry ty,T Ayy k t '7 1'. v. S (, °'aa.t4. t�F-v ., i _ , *n� r `�':' s R$.j . d s.kL 3w yu a. r50 '' t 4� rv�r.'-l4r1.i'A 4 ''., • :.i 11 I - II }'yi'1' V; is yt j' , c NIL `� '0j ' i 4N k '. t�` ' r� .rr+l R' . la Lab' ^'k?w,'t�,ii 1 p ;�* ?' 1 ,y r t T ��4: .-.I_ _ , y Ir '" '6 1 { yv,,,, .. Z,'ie t.ae, K•X' 'e ,t, , .,,, .T !1'' 'I �, 7,1 t." �i�&�. Ia .- Er ::1* 4: •k'yy C'�F'jffi 0.4.py' t -,j 4 .1 `�\1i•aydPfr1 t'l .t ,VX' N 5F .ye.,�.�.y * } \. i> M "40..- .....,,,,....„. t '• ! '�/` •` /Ir—A5-7.1s,.....,-,50-p,,t7 T�.{';1^•`l .. z-.8( III �'I .� i ,.,�. $ RANDALL B V�� ' .. •+, .le ? Y,t4e 'h ' 1 , �, 1 :- - --r ----' . t ,, .,. , i , ., . t ' , , , , , , , .., / ., ,, ,„, II:: •.0," FICNE";� '-' �y; LEGEND .> r 'oj'• TOWN OF BIG CYPRESS ADDITIONAL LANDS # f� . 2021 FWCC PANTHER TELEMETRY '� �- 1 --20TH-AVE E -- - ,,.! 2007 - 2009 LISTED SPECIES SURVEY !'I ! . • AA, AMERICAN ALLIGATOR 4ljHAvE _ CRCA, CRESTED CARACARA ,1 le PROJECT LOCATION-'>- '. II'' m j0 LBH, LITTLE BLUE HERON e. 0 ROSP, ROSEATE SPOONBILL r • o , r w I- • SACR, FLORIDA SANDHILL CRANE y -'16TH AVE NEd' --O' ' , r . ` • E 1 Y i 3' - . • WOST, WOOD STORK 7 f 2007 - 2009 LISTED SPECIES SURVEY it a 'r , ' _ • AA, AMERICAN ALLIGATOR I• -- -14TH AVEWE • I •• • CRCA, CRESTED CARACARA (" 3 Il • FPS, FLORIDA PANTHER .. • \':..,,b LBH, LITTLEBLUEHERONI^ ,t.12H AVE-NE aROSP, ROSEATE SPOONBILL • • SACR, FLORIDA SANDHILL CRANE :all .� d „` ,4.,,.�i • WOST, WOOD STORK 4 10TH AVE.NE �T 2019 - 2020 LISTED SPECIES SURVEY i 1 ` y b ;:v y t?=_•._�. -s • AA, AMERICAN ALLIGATOR SIGN j • C FPS, FLORIDA PANTHER w 8TH•AVE•NE' } LBH, LITTLE BLUE HERON • SNAIL KITE SIGN r . -} • 0 TILBAL, INFLATED WILD-PINE t T filF 1j -""6TT .01 THHr'AVE;NE • .,e., • TILFAS, STIFF LEAVED WILD PINE t P '" ! WOST, WOOD STORK -.. �...._ • A { I DECEMBER 2021 LISTED SPECIES SURVEY 4THIAVEINE-_ --- -Y. . I •' • AA, AMERICAN ALLIGATOR -'1 T ^ t'- g ''' ;^� • CRCA, CRESTED CARACARA _ _ t_., �', • SACR, FLORIDA SANDHILL CRANE i' t''i 12ND;AVENE-'•••• - -I I) r� --_'i ,' LBH, LITTLE BLUE HERON *i"re ' y - 6 "; '�- ' 0 TILBAL, INFLATED WILD-PINE 4. 9 I I 0 TCHE, TRI-COLORED HERON a C • ' • 1 5 '�„ ,•«+ '�-^' GOLDEN;GATEBLVD•Ex ^•-••-•- -L _{,,,� /// ) � WOOD I • WOST STORK IIRAWN BY DA It EXHIBIT 5. DOCUMENTED LISTED SPECIES LOCATIONS F.L. 1/15/22 R DATE CC.PDBY KC. PASSARELLA (2007 2020&DECEMBER 2021 SURVEYS) P. 1/15/22 TOWN OF BIG CYPRESS RFV1SFD DATE F`°' `" & i4�,Ca�3ATES W.C. 4/22/22 EXHIBIT 6 SOILS MAP Page 102 of 123 I } 1 4 t 11 I I 1. II ) w-47' - f• t r , . , PROJECT LOCATION ' L i. ki• •, r i ,, _,_....4' I i 1 7 •y7Q.yca a. +�• - r - - U ELL RD ,-.. » . •33RDAVEQ r.�. j -- _. .ti ' , ' sN `' « 2 ,ti 0 1,500 3,0 � a :,,.;, / 00 I ,n a..L l4 31STAVENE 'I• ,t, , q r ,.,, 4 'f, S ` t v;;,LEV04 ( f 1 ''•ib. x "T ^2s `v,', S +'s"� Nh?�F'.f � + +wr 1 PI `� -r'� t,,...7 29,THAVEINE't , n !. 81 �� j a F. -,.r27THI AVEiNE ... __ I �,p� •,.,,`. I . 0 I S+ti I:.1 /I(I .!+, rJ r • a,p.1�' '1"t'RAND2 .'t, L'V1` ,d •RYM•,re 1 I- eI�f' • a {• t ttt � 44, � t, �I f �� - - - �� ��'.� _ ' ;�� 24TH1AVE`NE�'` �- ... ._ `t - :�� / /) _ _ �1�. ter. I � );• _ r y f �.1 . - 1 44 �' ._ �.- 1 .. /1 C -,� o Y' .�,'° i ,_ y ,r 1 ..� !t �I t y b y hi; 'iF'?$6 20TH�Vf'E NE -_ _, _ y .,.'. �1 I `5,,.`� }ty'7,;'t A ^n t:.i - �` ' r �, v PROJECT LOCATION I I I " 1 C 17 "' A ",' —,a&z 4 -°• f war s 1,...„-n--, l73 1 r m *li �� 03� 21 Y 14, 14 9 �° •{ y ` (� 10 4 .�,;4kif $1. 'fi N4 47.; 14 H'`AVEINE�._ ��." 25 u.t 4 3 r .� 27'i -w .s 2 I. � . .-fir 'T 12T3H AVE^NE - _ • 5 P Y;: >• r:,r *I 1� 1 f a i1 1 7 7,- ilY ' '..r,•AVE•NET•v_ — F 4 --- 25 .21 g. , mail•a t., ' r.8TH AVENE• r. d: Pofto � • rn,; x l t' j ' L 7 4: s 10* . 25 Ctil�btf 'If r: - T •I --6:H•AVE NE' ..,,.� • 25. ,4f,Y(1Af .F z _�`'1 JK f .. 4-•t ..�_ 10�'., II 1l 27 w • c ggx�sii I - f s 25 -• 5fy 1�N 1 �, f�r .- .,,- .. }. 4THtAVE(NE" 2 '- s U I: V1, t,� Ni -A I ... 125 f • • �. `�-�2ND(AVE�NE+_ -t 25 2�25 L ti;,Ell M F C 25 27 b_ c I 11 rl llh �II'. �, 'w I _. E 25 i y jr , R. pt,lt, Yu �na [r :::;4:#: .,L<r4lT. c'VYtI I l�^ 9� ., / t1111 � .. -,,+A..+..,.,.-, +rs_s.,.-r rp..G L"DEN(GATE BLVD.E .r_�-_.+ ___'S"1 �fY P a, 4u M',1, '- �. i. Soil Unit Description NSLP Classification Hydric 2 HOLOPAW FINE SAND,LIMESTONE SUBSTRATUM FLATS(TRANSITIONAL)SOIlS Y NOTES'. 7 IMMOKALEE FINE SAND FLATWOODSOILS N 10 OLDSMA.R FINE SAND,LIMESTONE SUBSTRATUM FLATWOOD SOILS N AERIAL PHOTOGRAPHS WERE ACQUIRED LEGEND 11 HAL ANDALE FINE SAND FLATWOOD SOILS N THROUGH THE COLLIER COUNTY PROPERTY APPRAISER'S OFFICE WITH A FLIGHT DATE TOWN OF BIG CYPRESS ADDITIONAL LANDS 14 PINEDA FINE SAND,LIMESTONE SUBSTRATUM FLATS(TRANSITIONAL)SOILS Y OF DECEMBER 2018. 17 BASINGER FINE SAND FLATS(TRANSITIONAL)SOILS Y 21 BOCA FINE SAND FLATWOOD SOILS N COUNTY INFORMATION WAS ACQUIRED g 25 BOCA,RIVIERA,LIMESTONE SUBSTRATUM AND COPELAND FS,DEPRESSIONAL SAND DEPRESSION Y FROM THE FLORIDA GEOGRAPHIC DATA 27 HOLOPAW FINE SAND FLATS(TRANSITIONAL)SOILS Y LIBRARY WEBSITE. DRAWN BY DATE F.L. 1D 5/22 PASSARELLA EXHIBIT 6. SOILS MAP RE,IEWEDBY DATE K.C.P. 1/15/22 c.,,,,,ad e e C �.T e TOWN OF BIG CYPRESS Cl""a& $1$ 1�212, TES RE�I�ED DATE W.C. 4/22/22 EXHIBIT 7 STEWARDSHIP OVERLAY DESIGNATION Page 104 of 123 ' ` ' r °I + , 1 iY°4 a1 t°'r ; l'. ,r c � , a.�,"./ 1 x ` `'' - \ w PROJECT LOCATION « •i: 35TH AVE NE,� + t`yE 1 w ,.[ ., R,Lye°+ r.. I i yr t-5.. r • ..p. i N, I 1"~. . - _._ _-_OIL WELL RD eK 33RD a • 31ST AVE '. i .R S f'r0 a a Ft,.-irE' 1� 7i}i�Ct4 a .:T �•� 9I ! ' ' 3: [� . •+s'7 ` } `.am ,i - � �� l� 29TH VE NE , $ � wrd� '��s,Y`z ? •tr 'Y �.4 � -�1_ '' E 7w °''` 7? r . uy '4- y 0 .: r `t2c7.TH Ai E.NE+—. -- I < `� 3., �`''','4,. J .fP �, :- ;moo � � y „t? ..\ '3`-e.,•F°�'°7 4.,E r r.r;; r .• . ' - r __,/ �-.�R..�S•'Ssd� si " T a 4'RRAND L°L1,BLVD14�`r -;t - ,I; ;� ;; `l i 4-114 x , Jt a. t. s {r 24THrAVE NE. I _ _ - ` ''r ,�ll I I`'1�! .y t .1 ,, 1.,4 '—. _ -- - r i -_ j�sF+.\ �\ - -` i,5.y. _ 4tt �; . \ _... i ....„..w.. ., ......„11 .. / 1-- ir ,..,,,,, ,,- .,. .. ...,, n ,,,7UIMIAVE NE i + 2._"! 1.. ' fl,.fA l�, tt , y, 18TH AVE.NE r •. .°m� °.,- • .� I I.: .FF; r_I \Ir'rF .*. -• R J �.. 'sTH AVEINE w ...P..'• ••••••• , °tow i ". "l _{{{{{ K 14TH AVE N E --• , ,� .! Z } �y, ::� ' --1L '�ti.12T4HAVENE7 .-- .wr x 1,y�^it -. E C'°y4,�w!9w - i `.e4i,, ,, ;..r :t 10T�HrA 1NE!4••. �• F , � ', c / ��$tt PROJECT LOCATI;., ON 1 t jI d i 1 F 41 ;: ,, Si�5 5 l(R"i A48I •°`1 e �T PI 7 1/to • �v i i1l . 7 r • ,, )' '.x 4TH'AVE'NE ,. _ _-- I .,-- °' 'II'1�1�1°Kr. 'rr,�n-�._____—_._ �r " yy 3 r 4' r +t' '- RVY '• 7j'ir7 l T 1 a ..a _ _ 2NDAVE NE. _ r - } (( r 1". , �. ?' i t lik 1 1 FYI 1' y" oirIV AI�1t 1-' 1ppyy�ttrr+�'1q�n Ih 1 -tilt�.y��i q ,r+.r i h °8. !� u:..,tom.'^ .,:Y2, NOTES: 5 LEGEND k1 —- L' AERIAL PHOTOGRAPHS WERE ACQUIRED THROUGH THE COLLIER COUNTY PROPERTY APPRAISER'S OFFICE WITH A FLIGHT DATE OF VALUE DECEMBER 2018. � O o S COUNTY INFORMATION WAS ACQUIRED FROM THE FLORIDA GEOGRAPHIC DATA g 0 2,000 4,000 LIBRARY WEBSITE. Feet DRAWN BY DACE ci EXHIBIT 7A. STEWARDSHIP OVERLAY F.L. 1/15/22 RENEWED BY DAf'E PASSARELLA DESIGNATION K.C.P. 1/15/22 TOWN OF BIG CYPRESS �R 4a eSfQ1G FC REVISED DATE F_(.OIn,�.i46 TLV W.C. 4/22/22 1 < 4 r W t PROJECT LOCATION 35FH�AVE NE .-`:. -•. ,� �-1 � r � s� . DII t o tl� --• Sy^�33RD.AVE NEB �.._- - --- - f- ° RD ��: -.ter+ s r'il f ` 1 I 4 31ST VENE`--•-�.. _ 4 r b } t 1 E 1 — r f + ( 29THrANE» , n 'I-t4111. 4i a l b.1 ...0 i r .--- 27„If AVE NEB tr. Y,; / 1, - f y. s e 1 i• eL. 1 1 N.,11, r K• r a RAZDALL'�BLVD�.. I 'j'. l'4. ` .. _� YX■CJ E —1' ._ '�� ' y 1ti i _ , + 1 a'v'.FV. • 1 fib• , )) ' '1 w. '.'<,e'- SMDL1Ya CB 3--- . i f C tt 1 T 20TH AVE NE"III 1 I T ;'18TH AVE'NE .{: > .r �"• - i•.....�`. i i f w _ r i.- .AVE --le ', li --`x-1 4% 7—.. ,, r -•14TH AVE,NE'- - y t'f 1. t - 1 a .,,� - mot `.. 1 ti~ A. i I PROJECT LOCATION r r , •. ? - -. AVE NE. -i -• Itil fij * i:i ` (]jKyt THAVE NE ..•r ,, 1i11A7'l�ll\1"{%�(}Tlw. tiv .r 7 zk A "l '� E P r♦ } `14 lt1 'r . .._..1 ' tiO I; - ''' - ..4 A �. i�4TH AVE.NE ppR 1 ` ,l4Ir xnl4.,, 1 �py w t }1 IF. ,',-t•. 1 l._l 2ND AVE NE .-..__. t HH �7P i;= - r , 1 r �.. w r 1 , t, of , f y Ip ia..+•rwr-.,.. .,+=s-�•r-GOLDEN!GATE BLVD.E._- _.' -: i' '--4", _.. �___..:I I t�i::-....., N NOTES: LEGEND a \\ AERIAL PHOTOGRAPHS WERE ACQUIRED L VALUE THROUGH THE COLLIER COUNTY PROPERTY - APPRAISER'S OFFICE WITH A FLIGHT DATE OF O 0 DECEMBER 2018. - 0.6 S COUNTY INFORMATION WAS ACQUIRED 11 FROM THE FLORIDA GEOGRAPHIC DATA 0 2,000 4,000 LIBRARY WEBSITE. Feet DRAWN BY DATE M EXHIBIT 7B.BASELINE-STEWARDSHIP F.L. 1/15/22 it REVIEWED BY DATE PASSARELLA OVERLAY DESIGNATION K.C.P. 1/15/22 con,,,,,;, TOWN OF BIG CYPRESS REVISED DATE F oI''`"�St- �,C;�IATES W.C. 4/22/22 EXHIBIT 8 PROXIMITY INDEX Page 107 of 123 37TH AVE NE i I 1Tv --`- I - / C _r 7 1 —: —, \ PROJECT LOCATION .. 35TH 1. e I - OIL WELL.RDtl--- - - -•¢33RDVE'N .'---- Et it* - t 1 Da l• ( I 1 !,. iI ' t• i r't '' 31STtAVENE; — - ,,I 4 H'• + p 1 t • '! ' 'i 1 V , ♦ " :, .-•._.g.,, . '4r _ —_: I , l t. a' 'r. ,f'29TH i �. , / 4, i-1,1, y'''-j�f -3-'F2.7TH`VE,NE2 �-1 , �� 1� ,J :u v -- s- • - 'I RANDALL BL'VD f_ ': 1� --.. ,I ...... _ y 51 € \y t 4 _. i C — J. I t . I r /` , I � : . / `11 •-k4: /,,. TH iAVE E }+iB.�H b ; ,c . {'lt 4:.,,:x. fillfrk 31c, tre Fj .A ^VE NE _ y .t AO 1 F..,...,,,, r1' \ »1 : Ito - I S 1N -f JF � e . ii p L ---' 4+CroL '.t' I 4 7 ` 4' ,, a 1 IA ♦ f F s 1 N. ''''1 z.n'' - 4-, , a1I ��� F � � . 1 6TH-AVNE w . iix ,, � `x4�„ a. .• 17 r� -....k..r ' '�••'14TH'AVEINEr.._.-_ _..—_ �v.✓• r. . 9','.t ' tflOT. 4` ."W .. V r n, f i 7 j -. .y .f y fk � ><' +d,-• 1§5f'Y4+ yw:+� :i i k,,- .. ,„,4 '--j ,'12TH•AVEME't - _ ; r it...10., ''rr�" E'NE",i-- 8" I PROJECT LOCATION yNO - 4 8TH AVEINE + •1 AVE�NE-... _ I1 \ki, 4 l�qI *- 1 - y 4\1i •N,.., Iti ` aJ q e 4 nl o 1 � 4TH AVE•NE - 1 tLi .I 4i 1`_ ".�hiy�,. ,,i -r-'. _ _ - 3 rij�yi + I tiii � Ott•x' r a'= 2ND AVE'NE•-.-434 Mali IT 4._ C � I ' ry i` kku` IM �R, 5 k / ''4,,':,,,. 1--. I LEGEND NOTES. 'Ti V\ / L I AERIAL PHOTOGRAPHS WERE ACQUIRED tit VALUE THROUGH THE COLLIER COUNTY PROPERTY Q 0 APPRAISER'S OFFICE WITH A FLIGHT DATE OF DECEMBER 2018. • 0.3 S COUNTY INFORMATION WAS ACQUIRED FROM THE FLORIDA GEOGRAPHIC DATA g 0 2,000 4,000 LIBRARY WEBSITEFe Feet DRAWN BY DATE o F.L. 1/15/22 ▪ EXHIBIT 8A.PROXIMITY INDEX Rh VIEWED BY DATE PASSARELLA K.C.P. 1/15/22 C,,,,,,,I,i„u — TOWN OF BIG CYPRESS F`°I '°�& 4 S Q ATES g — REVISED DATF. W.C. 4/22/22 I ' s + ' Y _. __ -'i^'e:a^,-.'9�'•^.'ie' . r ` "} , m , - • T - \ PROJECT LOCATION [ ._. • s I _ _ _- --` -.- L ra` OIL WELL RDA- H.+O t• y!•-11633RD AVENE..��_.......ti' -I 2. g 1 ( _ �rpc t'T✓31MST,AVE NE• _?r -1 - _ • r i i 't, 29TH AVENE1 „ _ �' 1 y W 1. NE i R.,: .`i ..k• 27THAVE h . -- i :'1 ,` - .�.70 %. *. i ;, _� x 1�RAN�DALL BL•VD 1 � '''•1 \Nt r \1 1� - - �" i i, _ del G■z �C L • (a'AVE.NE{�'�r - I . +• \�'A, ,�Ar, `y\\y I - 4 ,, I V .� \.. 'fit ` 1 ,, �ti !C , w i f - . 1 /• 1 1 A ,,.. wititio 203-H AVE NE'- L I '11 C ».•4 I ..1 1 .•* ! F I8TH AVFNE 1 i • y l. ,.1 �L y + 1GTH AVFNE l n :, I .14* -fd av�..' , - 'L. r • �• t - 14TH AVE-NE-It 1; ; e sY l - 12T�H•l1VE•NE i P i C o '3-1 i;"I r: ,10HyVE.NE•rx - • - s':,-.''lI it,-''''i.t,• ,P,, E- • r. *' It�f ¶ 1 '_� PROJECT LOCATION N t,... -F - -STH'AVE�NE^ r i. i . ,,. [g 9 -.t1 4i'k • 1 •IR - .._F ri'.,'6TH AVEINE ,-:,c ,1t d , .e;" `I:t •4 T- 13 inV l-t 1 4TH•AVE<NE• .mot-_ _._ rM.-1, (, RI'x.r;ilk r-r- ---. Sr"-..•sue.,r f 2 _7...- j, '2NDyAVE NE•2 i - 1 "� 1• i r!% 1 , . -. .._ ».._.._, �i'.'4'�'`%" /..•«rw-1''rr •r••••GOLDENI.GATEIBLVDE►-1"".,_.__:_. i .� 4 2 . J I. iiii .. C.' IV W LEGEND NOTES 9 I,. E AERIAL PHOTOGRAPHS WERE ACQUIRED VALUE THROUGH THE COLLIER COUNTY PROPERTY O 0 APPRAISER'S OFFICE WITH A FLIGHT DATE OF DECEMBER 2018. d ® 0.3 S COUNTY INFORMATION WAS ACQUIRED FROM THE FLORIDA GEOGRAPHIC DATA g 0 2,000 4,000 LIBRARY WEBSITE. 1 Feet 0 DRAWN BY DATE 5/22 EXHIBIT 8B.BASELINE-PROXIMITY INDEX Fy WEEEDBY 1DATE PASSARELLA K.C.P. 1/15/22 c.,,,_;,I nx TOWN OF BIG CYPRESS REY1,ED DATE F"''"- ''& ItAjeSQICv213ATES g W.C. 4/22/22 EXHIBIT 9 LISTED SPECIES HABITAT INDEX Page 110 of 123 1 s a ''! r.i'".n , ,... "4. 1.•‘,4 ft-4,r' :::%,•••• ''''' '^' = ^4, - • I' a ' .r ,,a. , _—__—i _ 4� PROJECT LOCATION , ik 35TH AVEENE I 1 • t, 1 r f - -.OIL WELL�RDi -. __._ —.. �- }, - s.._ _ :43 RDVAVE NE,' —. ... -j 1 d., ...' ,T ;,�,� . r -.t. d I 1�; . 4 1 t. {-315T^AVE,NE-----' ti ( I; J A' t c.i_ 27TH AVESNE.-- t '. , _-, 4 7 'f1. s Irt i p.: +-RANDALLSBLVD �A -- f i ` II- f - 1 t .,:.:..L t.., 22ND AVE NE -i• .. i. I •.. y V. • / 1,* .:i _ _ :r �2TH'AVE NE-. 777 , -- � {� to �. _ ; I I i + it +Tc „, of r R F t1 1fi �' I'- W t� j t. ,- r • ...[..r-'- -__20THtAVENE•_ .-4--- .a -..I It i .� & • T ...18TH AVE NE * J ' I 1.sr--' ti i' y :�r f 01 •.. z ..ttom�.. $ ( A t 4 k, O w1 ''Q p x'C. 1 r H AVEiNvQ O.. 1' l I P , • H .. 14TH"AVENE- im• w', V I° 12THAVE NE-P -' I ..d _ 4 t a - 14, {y • PROJECT LOCATION o t Ty • 8TH AVE NE r p � '� !y I,, t y, zxg <� '- 1 I+ 46THAVENE "'.r+� y1 I ,'N tt, - A 1- I ; 'f' �: I. ■F 8 .S4THAVE`NE .. I a• ¢ i'.;iR a' z4� 2ND AV77E NE - L. ,. ;'S� -. _ ; _____ 1 4 & NOTES LEGEND N• I� — E AERIAL PHOTOGRAPHS WERE ACQUIRED g VALUE Al THROUGH THE COLLIER COUNTY PROPERTY APPRAISER'S OFFICE WITH A FLIGHT DATE OF 71 0 DECEMBER 2018. o S COUNTY INFORMATION WAS ACQUIRED �« �•�' FROM THE FLORIDA GEOGRAPHIC DATA LY LIBRARY WEBSITE. 9 0 2,000 4,000 re Feet DRAWN BY DATE 414 RENEWED BY 1/15/22 v EXHIBIT 9A.LISTED SPECIES HABITAT INDEX PASSARELLA K.C.P. DATE c,,.,,1 h fy TOWN OF BIG CYPRESS K. REVISED DATE FsiM'lra& Qicvj3ATES r W.C. 4/22/22 , i - •.. i ii ;i , # - , - --rr-..vtr,t,, .- r‘r,-pler• = •••-• , ,,e-•- - • ,, , • —• i ' sr 3'51-11-f 4NVEllrlEr PROJECT LOCATION ' •. F., 1 1 1 r''' .. 1 -1 11 1 t • 1 1 , --, _ KILWIll RD__., ., ..„,„7„....,,,.........,.,.......-...m. — _ 41-, 733R:1-1rAVErNE,--•••-- "'•.f.I' 1 / • J / 1.." I. - ( ___ ....,•,-1--9,-1- • 4,--31ST.P.V,NE`--s--....=1 ___ ________ _ _ *„,, • . 1 \ if s/, --------..---.....•,,,,. ••,•-•-t n - fit;----st--f-29TH AVE"n 7-- , i , 1 ",.• ''!t''' *. ' 3 .11 1 ... I .•"'''''•' • 1 r' isI : *,4.4 , 1 ... , ....„.. „...,27TH:AVEAE1 „ I ' I I r\,. • ', ,-.,.., I 1 r '1 '-t--•--eoh L.i,t i,---fiytND01214BLViy '• r 'I 0°.,1,. i. --- p - . , . ' " .." q . '1, 7 , . r , ,,,......•••••• _,..., I B.' . 1,. . r , • •I•' '4:1114 ,I1',j,II I' • ' a AVE NE ,....._ I. 1,2.•,.. •A • ( , .. I qj 9 .•,2.2No-H A - 421 i i ti , ,, '0"" . . ? 1 ,,•,e • „ 4 ......ni„.1 ..F.--- p mEtiNE1, !,' ' - , ,'L'i'1",, Pr- 47•,ii,..:: . , t: : i ,siiI,r 4 / _ _ • ; \ ' '',, - - , ' —* • . ,. 1 ;, t ' .• - i - ,L • ., .. ...:: Ili?.'41,,i '1.'s- '''' ,--.1 . .,,...-i3OTH,AV,E N tr , --A. 1 , ,, I ' \ ,,t ,''.'.43.. '40•, .,,_ ,,.,. ..:( i '1''' .t•lin' '• , .Y.-',4-•:,, 11 ' - t - ..5,.-,:t ,.,-`$"" -;-''''• I 14i' ' t: '. wi 1. , : ,„,, ,, ? . ° , - \ . . , ,• , •4,C,• ..- A, • .., • . - A . •. 0 2 -..2. — t '. .- ,-,..T.A00. r l'•.- . - ' rr 4 4 6 ' ..:2, . .0 , , . • . —— I v.-',.;• .. - :i, ,.. i k ,, „.i o,„ ' •-• --''-'-'' .•- ' ;67-1,,,iviErrE 2-)- ...-4g4; . . ....:! 41--- kl#,:fr.' t -, . , .- ,-,,,-'... * '''•• ,f-, ,,,,- ,., ,,..,r. •'' ., ,0,,,, ,• ' " 'litTlitAVe-4---. ' '34..r..,* fe:•„ b )1: '` .. •--.0 ..r -'„ 0 , ic S" ..11 ' '''t • - } \ ‘‘' 4 I. r t I..1. f, 11.• . 2 A '' .. 7 F „,- ,iovvENE37. — I •- 8"1"-14EINE, - •- *I ' e, i••"a r,.. • e 3 PS/FA , PROJECT LOCATION z , 2,• •.. i ' . ' — I 1., t ,.".. ti*, 0"' 're" r r.''onr-i -61--1AvEmE- t ..1 t • 1 ' .:.. .,'..* -- •••• • . ,,. •.., 1? ' ' '' 1 - r: J it . ..______ , • -" - 4. - ...._, . -,.. --...,,1,,,,.., 4-rwAv5.1,T- . , • - . ,- 4.,,,..' , .. I • r,r 4;;,, et ( , i i I/111 3% . _ ''' .i'Z'-"L"T'-";•1•-• 1 -, :- i 2NDBM,ENE,- r ---II t o , I +.___ , I 1 .1-- ?.- t. ' r , I e•"„1 0.,„' " ' il i• III k.-*-• '.., •; A ! 1 T ,-.10iIt••40.07IIICIWOUP**TOMIGOLDEN.I.GATEIBLIVI:liEl".,•"'"'" N LI' LEGEND NOTES 5: VALUE \\ - E AERIAL PHOTOGRAPHS WERE ACQUIRED THROUGH THE COLLIER COUNTY PROPERTY 0 0 APPRAISERS OFFICE WITH A FLIGHT DATE OF II 0 5 DECEMBER 2018. S COUNTY INFORMATION WAS ACQUIRED i el 0.8 FROM THE FLORIDA GEOGRAPHIC DATA 0 2,000 4,000 LIBRARY WEBSITE. 1 i Feet DRAWN BY DATE 3 EXHIBIT 9B.BASELINE-LISTED SPECIES F.L. 1/15/22 HABITAT INDEX REVIEWED BY DA CE K.C.P. 1/15/22 1111/0 PASSARELLA Con-olnng TOWN OF BIG CYPRESS REVISED 4/22/22 E"'I"'"& 14€5.6QQ2LATES f. EXHIBIT 10 SOILS/SURFACE WATER INDEX Page 113 of 123 - \ �, I , — —_. - PROJECT LOCATION 35TH AVE'NE I ry. ( — — 1 L - - -- _.,..OIL WELL RDA '--- -. .._. _ :.T n33RD�AVE-NE-. .-_ - ,. �--�/t I'L ' r / <i �:' 31ST"AVE'NE-_._ -._. . ,,,,5555 A / i\ f, ,�,.. .� I('. r 29TH'AVE+NE; _____ • 27TH AVE�NE - 1 l • �_ .a-'- . ..�� \ 1. . _ _ Y t°,'�� -; RAIJDALLiBL`VD ',--t_"a, , ..'` �r • �.__ I ��,J, �. • , ____ 3 e F �,AI�ill ,aa-i•.24TH!AVE NE` ;._ -� -- — ti ems.. Y#717G17g E ^'''. i ' y ..' 4 Q}Ilin} ENE•_ _.�-.� { .�. / I t "+ -,i� -� '.� .. i gip++_`{ e- 'i4.a I;g", " '.. _•18TH AVE NE"`=�.r r . r' .'it I _.- ir '' +'I 1 \ 4, F f , _ 1 - , r 16TH AVE,NE'�t. _o.. a /� .I ', l''7•.c ; • k' ,r_ "ti '.. ° 14TH AVE.NE,_ .i -? I. Ft V ft 44 12TH AVE NE'E .. �,. ♦ y i ' •', 10TH"AVE+NE-- -�I a • �I o '� PROJECT LOCATION qq p ; _Y ���� ,rC � 1 BTH"AVE'NE }. o� t Y � L a. g ,( .i Ali S. ��� • �� +-v �6THAVE�NE IIli ,.1 tt oVi 1 4 it � ,. I . l'I S �144TH AVE•NE_ _ _1F;" I -r \ 0 __ Y 6 / 1 gg iT y 1. - 2ND AVE'NE''' iLi31j 11 I I 1 N YYM: ��� "11 �19V.: f I I 1 1I'M�nV +Y'�I `1 i �' I n l ,1 t t. n l '" r , is _1 la ate.' : ,k .PVt..+L�'.,' ,r11... 1 .x' 'w) LEGEND I NOTES \\�� - - t VALUE ' AERIAL PHOTOGRAPHS WERE ACQUIRED - O O I THROUGH THE COLLIER COUNTY PROPERTY APPRAISER'S OFFICE WITH A FLIGHT DATE OF DECEMBER 2018" - 0.2 COUNTY INFORMATION WAS ACQUIRED O.3 FROM THE FLORIDA GEOGRAPHIC DATA tl!ii 0 2,000 4,000 LIBRARY WEBSITE. ii Feet DRAWN BY DATE F.L.o 1/15/22PASSARELLA EXHIBIT 10A. SOILS/SURFACE WATER INDEX REVIEWED BY DATE ilk LI TOWN OF BIG CYPRESS K.C.P. 1/15/22lring DA TE Fsnbkrs c"o,,,,'''"& I Q TES' W.C. 4/22/22 1 ,, , .: x K ., } .t zt I ,i _ -_, — — PROJECT LOCATION 35TH AVE NE"is T. r F� I riAO'gp'"".r 1 _ I ., , I ,p ''eel 33RD AVEiN,E-'--� �>' i ,- .. '' _I ' ' ( 31ST AVE NE_. .. I ,, ul` i` .1 29TH AVE NE t.1,f.1,t,•,,„ j 27TH AVE:NE.- T - —.....-.- r"`f r 4- y / 11 _ +� e _ r y _—, 1 --RANDALL•BLVD -.._____ - I ,t } ` I>�' 1,, .1 �.-: '.-{' 24TH AVE NE'' •- , ---- 3 f 4 N KI - 22ND AVE•NE- .. • y .� ,t 5t '' I'1 t �. .,1 . t, 4 . gr - .- -'2OTH'AVE�NE•. —..- y> ��� 71 I1 1. i `a,'h.� - 1 s. m , h. "..-A .18TH•AVE'NE _..._ , • b 1 m [�.` air -1f • irk _ - il • ,kz• af- 16TH - - AVEAVE•NE= I y .pq I _ - � l a Rl. 14TH;AVE NEt $.h • -,i,r4• ,t �` iSi1' i i' _Y �T„ ,� 12TH AVE NE ,/ 'KS• w r 1 t °'•, ri!v x 'H fis" f,w'1'�9 { w ,Yy i 'f r r5 i 'Vy 'I' 1 I. ;..sY 10THAVEMIE r•• `4 I' ."C -9.. . F,o, - 'F ic+Y lA". `4.-! *4, 2,. 'r:- + ; 1.-. PROJECT LOCATION ,8TH AVEINE+ " . .1 1, I`,t • 3 `. , • L v7.°I y >t, U ;e r ,,,_ ,r-i. P CN 6TH AVEE ,,.IN.-, . ,, 'r_4�T fi r., •••I- 4TH AVEtNE ~— - _ I r f� �,/..�ft R '• P ' , a... _ 111_. _ i :J-, 4 X,i," i2ND!AVE NEs'__ .. I� .I it - ,/ r� r ' 1 .. w a `��� GQL•DENIGAT.EIBLVDIES .2:- -:-. I- _ . . N i LEGEND NOTES: i VALUE 1-,,:."-----I E AERIAL PHOTOGRAPHS WERE ACQUIRED THROUGH THE COLLIER COUNTY PROPERTY O APPRAISER'S OFFICE WITH A FLIGHT DATE OF DECEMBER 2018. 0'2 S COUNTY INFORMATION WAS ACQUIRED iC 0 3 FROM THE FLORIDA GEOGRAPHIC DATA 'tl LIBRARY WEBSITE. 1 0 2,000 4,000 Feet DRAWN BY DATE IZI r EXHIBIT 10B.BASELINE-SOILS/SURFACE F.L. 1/15/22 RENEWED BY DATE PASSARELLA WATER INDEX K.C.P. 1/15/22 <-onaulriRg TOWN OF BIG CYPRESS REVISED DATE O4Nb& 4 Q ATES W.C. 4/22/22 EXHIBIT 11 LAND USE/LAND COVER INDEX Page 116 of 123 9S: 1 _ tom' '�: 1`1!H ENE0 ..I��I --- '� L* PROJECT LOCATION .. 05TH VE NE, ' t` .l t �{ I I i i ' _ e. i d' `� --- OIL • rw�.m--.—r..� c_____- 1 �� _ w._ 33RD AVENE_ .„.40. ik 4• v 'lam '_ _ -I . ,-. / ' r a n I C 4Ir n , , 1 .i *3'I ST•AV,NE-— -..`J.. '"r+Q; Y Y �� A}i� 29 yHrAVE1NE_a_-- _ co R {J4`{,, ;,- . � a ryt'� '' , 27THi,,, iN '+-- _-_ -._ f ti x� t.tr \- \'t 7 1� _RANDALL BLVVD _ - F tZ'^9Yd P ` 4\. '. i 24TH AVEtNE Ti<.� 1, I ? ,✓- - # ...1 K .:>' 22ND�AVEa NE i' �aK. .`. ';2 .i Y i 20TH AVE NE. � ,,k `. f r H I i1 t' i .! f aj r /' i 'i s 3. rF �1 i I ' I� Ti c - J 58HAVE , ; J�A 'i + iIE " g� g �{ .i w ' . I rl T+p,& i6THAVEJ„y00i* ' 4 it• a - . • ((( r,',b y.,. .4j H'AVESNE,.,_.. { ' x.4 p ♦ ti / T. �. a a � 'N r _./ Y 12T4H-AVE'NE i .. _ .1 e �,*. a i • f f •rt 1` . •10TH-AVE-NE!7.._. .... i c r f 1 PROJECT LOCATION a T L 8TH AVE,NE ;, `,,,i,1 t,i4 •, , j , , c: ,.. ___ .,_ ., # y 3_'r I..,. ..6TH A.VE NE... ,.1.,.. S lt''F c ` 1 r. F r ti r �. � kt. `1� ff x'f - #71,.a �J. . 4TH AVE,NE 1 - 1), ', !p .-. .__ - - S i'XIIM�1 �,�, t '*µ';?} i 41' .1'1 � pp . � y . 9�l diZTlgyi �Ty ii,wt,.i}1 7'�Ar� '`-{2NDAVE NE• 1G t1 _It ' i �� tlriti ,} 't _ R;d � � � lqF n�*r.kta +llt"1°.\ . y' IA. 41I i iii 1' _� iVi � ,.uf '.'^ 4i u...a.`. .e ' _ .li 'au�, U.li'I' �ii . . � a , , ; .- .. .: J_—�., r� .:.h1 LEGEND I NOTES: 5 VALUE �\ ELAERIAL PHOTOGRAPHS WERE ACQUIRED - OTHROUGH THE COLLIER COUNTY PROPERTY O APPRAISER'S OFFICE WITH A FLIGHT DATE OF 0 0.2 DECEMBER 2018. OS COUNTY INFORMATION QUIRED O.3 FROM THE FLORIDA GEOGRAPHICWASAC DATA W • 0.4 0 2,000 4,000 LIBRARY WEBSITE. Feet DRAWN BY DAI EXHIBIT 11A.LAND USE/LAND COVER INDEX EDGY lDA 5/22 PASSARELLA K.C.P. 1/15/22 a,�,..,ad�E TOWN OF BIG CYPRESS F.°'n- °& SKATES RES1cED DATE W.C. 4/22/22 -I i. ,lif1 iTii i THA NE `. h • � _I , • .,. 35 PROJECT LOCATION p I .'C +`t,AW. •'!'*44 •"":74. ._,. _ .OIL•WELL RD . s.x t'�IAVETNE ____I = +�+F --••• •r't. r t4'� 31ST4�VE NE.. II I.',AI'"iA "E ', f t tiew itlif + y .1.1 ,�pl 29TH AVE NE• , 5 d " lk t s':a. I • Dyi -.. BL•VD1.. �._.._ I y %_ ==s fit-It. :15F 555SSSiiiTTT������I�: . � , �,. Z`. LIt�' ,,... I IN , T :24TH AVE NE. � � '�-—�— ' ,t n -- n . — lS .'y \\ t �. .. 22ND'AVE•NE 'r`Yy �' ^F/ .,/ 4t• ,[ ,.• \4:,,, '� . ..E 20TH AVE NE+,. a. ;_; ( i�. w r; _ r` 181 HAVE-NE-_._ • `' --- I M A G • 6TH AVE NE 4_--0 �I 'L ,'4 .14TH AVE•NE- -.• EA-r. • 4ti � 9 14..;. • i, 12TH AVE NE -- nw _: 'A" �" • .. 10TH AVE NE-- -- 4 f � PROJECT LOCATION o C. i t. 8TH AVE NE • • r 6TH AVE NE • < t' ;.4TH AVE'NE ^__..____X g '.... - 12ND AVE`NE--.- f ��.. - . • ec• w •fr�a^`r^TWr-GOLDEN!GATEIBLVDJE.• x —.\ i _ 4i,^�'-TMa.�i.` _. ....tli;. �5? '' .. N LEGEND NOTES: II VALUE /""'---I E AERIAL PHOTOGRAPHS WERE ACQUIRED Q 0 THROUGH THE COLLIER COUNTY PROPERTY APPRAISER'S OFFICE WITH A FLIGHT DATE OF DECEMBER 2018. 0 0.2 s IN COUNTY INFORMATION WAS ACQUIRED Q,4 FROM THE FLORIDA GEOGRAPHIC DATA ti g 0 2,000 4,000 LIBRARY WEBSITE. ici Feet DRAWN BY DATE M EXHIBIT 11B.BASELINE-LAND USE/ F.L. 1/15/22 REVIEWED BY DATE PASSARELLA. LAND COVER INDEX K.C.P. 1/15/22 .c.,.:,,,1, TOWN OF BIG CYPRESS RENVEU "ATE F°I�-& $.6QcvsATES t W.C. 4/22/22 EXHIBIT 12 FINAL NRI ASSESMENT Page 119 of 123 ,- ' 4 dt _ OBC • a 'Mi�' ` ADDITIONAL LANDS „ i . - STH AVER `I • Y S - ,o„,,WELLtRD_ .� _.. ,,. ,g33R-bvipE NE.._.-, r _ - 1 GJ. -41- rt-i 1.144,f- +31ST^AVEINE• @ rtI iia� .,., �•2H-indtKAVEINE' — �'- •H f. i .1 �� .. r T t -TT NTH AV rNE#— N b 14C-{ Ii yf ,-- d 1" •t rr 11• .�. ,..- . .. ..a ,.RANDALL•BLVDr J• 1 ---- -'') R', Alp 1 LONGWATER/l� A l J1 t_ 24THAVENE, /am SRA 1_ I 1 5 1 .r - 22ND. NE-"'-7„-' .1 `.„,_ /�,,i/ ,`, ` •4 i ."I'' 20TH AVE NEr,.. '` .� i I 1 i� " ; ,y `"A! i --id* F ','1',,- t 18TH AVE NE -, 7 ! 7 - \ 111111 Y tt.: � 0 •v: K .d JP ,-, '...11 iN i _. r''- fy Si d ` '16THAVEN °r � i rr-„ ,a�, '•14TH'AVE.NE'^ +. _ � .� a 2�� a 11#44104 `*.; I. LEGEND 1E4, t • 1' TOBC ADDITIONAL LANDS • - TOBC VALUE ., -- ADDITIONAL LANDS e 0 VE••- . ..-1,..-11 0.2 1 0.3 I � 1 0.4 '1NE '�•.�.� - 0.5 . �,, I �` L 0.6 z, fa0.7 µ L, ` y e QV,EINE.._ !.. I44-�71'1 VIA 1 __ I� ! t,. LONGWATER SRA pp F1 ; _� ,� if VALUE 0 z '--- -' ._. - 'i c r� �. 0 - 1 7 , e 1. 0.2 0.3 H 1 0.4 L NOTES. 0.5 ti• I! E AERIAL PHOTOGRAPHS WERE ACQUIRED 0.6 THROUGH THE COLLIER COUNTY PROPERTY APPRAISER'S OFFICE WITH A FLIGHT DATE OF 0.7 DECEMBER 2018. 5 1.1 S COUNTY INFORMATION WAS ACQUIRED i Ili 1,4 LFROM IBRARYE FLORIDA O I A GEOGRAPHIC DATA 9 0 2,000 4,000 22 le 1.5 Feet DRAWN BY DATF F.L. 1/15/22 EXHIBIT 12A. FINAL NRI ASSESSMENT REV1FWEDOY DATEPAS SARE LLA K.C.P. 1/15/22 reifr 6TOWN OF BIG CYPRESS RE,„ED DATE :Ibte& 45.6Q,c;, ATES W.C. 4/22/22 ' '4 04'- � .c . 4* TOBC 35TH AVNE, t v _ — ADDITIONAL LANDS ,. t 1 i 1+ 3 _ _ __ OIL WELL RD -kn ,tjR..._ it t 1'-i.. ...�,L..vd3RD�AVE�.NE,..—_ ` s1 i P f. ,: q .. , —. J ay': 1 '.?r315T'AVE.NE-- ' r r24 t { .,.` s i r - - _ I _ . \ tt 4 .A F4�2277 fV NE_t-- li '0 \:'''✓ ,}. •/'�•i . . l. :..,,.µ % . •`. . r- f I r e & ° RANDALL BLVD�-.` _._ _ re:_,� . Y _ 1. ' I 1 LONGWATER _ __._,:____ SRA 24TH,AVE'NEd i� ( ' - ` Lif, t It h:_ ? / J r a mommo. I / „, 4 20TH,AVE NEB--- ' "7 LEGEND i r -..:1 I��{{ v,�: � ' . TOBC ADDITIONAL LANDS i' - — I j - i� i 4` ..ta- m u \'''fti fVALUE O - _ - t4 __ tih . r.. I I— 0.4 1 • ° �' e d 0.5 L� 0.6 "E. ',;�,' i 0.7 \ I 1 Sli 0.8 t 0.9 NE'X- -' ,--- , 1 ® 1 t r 1, • L I ? • III 1,5 I TOBC 1.8 E .. ADDITIONAL LANDS • 2.1 ..-, i LONGWATER SRA ?' ` •- V. t"*.'m '' t ) VALUE NE.--.....a:r., I ' yt� j't >l� ,i� p 0 1 1 ` .1)7�n rt , t1s 0.3 E,NE -' a 1q,`k�`�)•1 1' '1l>k'i'Z1s' - 0.4 •� 4�°°` il ' �' W ut,r , 0.5 r t �r5�5'�`���ti t$t • _ A r NE pY ,�k�, ,t ty0~�t» - t o 0.6 x • �, — 0.8 ;�.c.--.,—.tea...-...• �— '�; .,v,h.. _ At.. � 0.9 N I 1 . I.I NOTES 9 1.2 V' ilI� E AERIAL PHOTOGRAPHS WERE ACQUIRED THROUGH THE COLLIER COUNTY PROPERTY I• ll I,4 APPRAISER'S OFFICE WITH A FLIGHT DATE OF - 1.5 DECEMBER 2018. S COUNTY INFORMATION WAS ACQUIRED F. -• I.6 FROM THE FLORIDA GEOGRAPHIC DATA g - 1.7 0 2,000 4,000 LIBRARY WEBSITE. 8 Feet cti DRAWN BY DATE F.L. 1/15/22 • EXHIBIT 12B.BASELINE-FINAL NRI ASSESSMENT REVIEWED BY DATE PASSARELLA K.C.P. 1/15/22 TOWN OF BIG CYPRESSfti E"'I`''"°& 4 Q TES RE�I�FD DA TE W.C. 4/22/22 EXHIBIT 13 SRA NATURAL RESOURCE INDEX VALUES Page 122 of 123 Exhibit 13. SRA Natural Resource Index Values Percent of Total Index Value SRA Acreage Open Acres Total SRA Acres 0.00 1.03 13.94 13.94 0.10 0.00 0.00 0.00 0.20 26.56 385.37 385.37 0.30 0.19 1.00 1.00 0.40 35.76 367.45 367.45 0.50 1.74 19.92 19.92 0.60 32.60 204.14 204.14 0.70 1.74 2.99 2.99 0.80 0.06 0.00 0.00 0.90 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.10 0.06 1.00 1.00 1.20 0.00 0.00 0.00 1.30 0.00 0.00 0.00 1.40 0.06 1.00 1.00 1.50 0.19 2.99 2.99 Totals 100.00 1,545.08 1,545.08 Lands> 1.2 0.3 4.0 4.0 E13-1 Page 123 of 123 EXHIBIT C TO RESOLUTION STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT FOR TOWN OF BIG CYPRESS SRA USING SSA#15, SSA#17,AND SSA#14 AND AMENDING THE LONGWATER VILLAGE SRA CREDIT AGREEMENT THIS STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT (hereinafter referred to as the ("Agreement") is made and entered into this 27 day of June 2023, by and between COLLIER COUNTY, a political subdivision of the State of Florida, hereinafter referred to as "County" whose mailing address is the Harmon Turner Building, 3299 East Tamiami Trail, Naples, Florida 34112, Tarpon Blue CE Management, LLC. hereinafter referred to as "Applicant"whose mailing address is 999 Vanderbilt Beach Road, Suite 507,Naples, FL 34108, and Collier Land Holdings, Ltd., a Florida limited Partnership, formerly known as Collier Enterprises, Ltd., a Florida limited partnership, and CDC Land Investments, LLC., a Florida limited liability company, hereinafter collectively referred to as "Owner", whose mailing addresses are 999 Vanderbilt Beach Road, Suite 507, Naples, FL 34108, for the purpose of designating the number of "Stewardship Sending Area" (SSA) Credits consumed in the designation of The Town of Big Cypress as a Stewardship Receiving Area and the source of those SSA credits pursuant to Section 4.08.07.C.11 of the Collier County Land Development Code (LDC). RECITALS 1. The County approved the creation of the 999.81 acre Longwater Village SRA on June 8, 2021 by Resolution No. 2021-119 and approved the Stewardship Receiving Area Credit Agreement 15 (the "Original Credit Agreement"), consuming six thousand six hundred ninety-seven and seventy-six hundredths(6,697.76)stewardship credits from SSA 15. 2. Applicant has applied for an amendment to the Longwater Village SRA by converting it to a town to be called the Town of Big Cypress SRA and designating additional acres as an SRA; said SRA is approximately one thousand five hundred forty four and forty-six one-hundredths (1,544.46) acres in size. 3. Collier Enterprises Management, Inc. is no longer an applicant for the Longwater Words underlined are added;words 3tru0' gh are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 1 of 37 Village Stewardship Receiving Area, and it has withdrawn as a party or signatory to any amendments to the Credit Agreement. 4. The County has reviewed the SRA Designation Application, along with all support documentation and information required by Section 4.08.07 of the LDC and determined that SRA designation for the Town of Big Cypress is appropriate. 5. The County, Applicant and Owner have reached agreement on the number of Stewardship Sending Area(SSA)Credits required to be utilized for such designation. 6. The County, Applicant and Owner agree that this SRA Credit Agreement is in compliance with and fully meets the requirements of the Collier County Growth Management Plan and LDC. NOW THEREFORE in consideration of the above premises and the expenditure of credits and authorizations granted hereby and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties agree as follows: 1. Applicant and Owner are hereby utilizing and transferring 6,697.76 fifteen thousand seven hundred ninety-seven and eight tenths(15,797.8)Stewardship Credits(Credits) which shall be applied to the SRA land described in Exhibit"A" in order to carry out the plan of development on the 999.81 one thousand five hundred forty four and forty- six one-hundredths (1,544.46) acres proposed in the Longwater VillageTown of Big Cypress Development Document and summarized hereinafter. 2. Exhibit"A"is the legal description of the 999.81 one thousand five hundred forty four and forty-six one-hundredths (1,544.46) acres that constitute the Longwater VillageTown of Big Cypress SRA. 3. Attached hereto is Exhibit"B"the Longwatcr VillageTown of Big Cypress Master Plan which depicts the land uses within the SRA. Also attached as Exhibit "C" is the Longwatcr VillageTown of Big Cypress Land Use Summary which identifies the number of residential dwelling units,gross leasable square footage of retail and office uses,and the other land uses depicted on the Longwatcr Village Town of Big Cypress Master Plan. 4. Pursuant to Section 1.08.07.B.2 of the LDC, the designation of a SRA requires eight Words underlined are added;words strut gh are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 2 of 37 Stewardship Credits to be transferred to an SRA in exchange for the development of one acre of land within Longwatcr Village.Pursuant to the Town Agreement between Collier County and the landowners, Collier Land Holdings, Ltd, and CDC Land Investments, LLC, entered into on June 8, 2021, the designation of a SRA requires ten Stewardship Credits to be transferred to an SRA in exchange for the development of one acre of land within the Town of Big Cypress. Applicant and Owner are transferring enough credits to allow development on 837.22 one thousand five hundred seventy- nine and seventy-seven one-hundredths 1,579.77 acres, as 116.14+ acres of public benefit use area of the total SRA area does not consume Credits,and an additional 151.45+ acres of WRA lakes external to the SRA boundary requires creditssince 162.59 acres of excess open space does not consume Credits.Once credits are transferred, they may not be recaptured by Applicant and Owner. 5. Applicant and Owner will be utilizing credits generated from Stewardship Sending Area 15 in the amount of 6,697.76 four thousand four hundred seventy-seven and ninety hundredths (4,477.90) Credits, stewardship credits from Stewardship Sending Area 17 in the amount of four thousand five hundred twenty-seven and sixty hundredths (4,527.60) Credits, and stewardship credits from Stewardship Sending Area 14 in the amount of six thousand seven hundred ninety-two and thirty hundredths (6,792.30) Credits. 6. Pursuant to Resolution No. 2023-127 , the County has approved Longwatcr VillageThe Town of Big Cypress as an SRA consisting of 999.81 one thousand five hundred forty- four and forty-sex hundredths (1,544.46) acres and has approved the Longwater VillagoTown of Big Cypress Master Plan and Development Document. 7. Applicant and Owner acknowledge that development of SRA land may not commence until a SRA Credit Agreement Memorandum is recorded with the Collier County Clerk of Courts. 8. This Agreement may only be amended by written agreement of all the parties hereto. 9. This Agreement amends the Original Credit Agreement. Words underlined are added;words strueli-thfeugh are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 3 of 37 1 7 A IN WITNESS WHEREOF,the parties hereto have caused this Agreement to be executed by their duly authorized officers or representatives and their official seals hereto affixed the day and year first written above. ATTEST: .' BOARD OF COUNTY COMMISSIONERS YSTAL K:..i ti L,CLERK COLLIER C J FLORIDA .. ZM`' By: ` es. a . ty Clerk 1Z , c ic Le C r< .-1, ,Chairman signaturt:om ,: Approved as to form and legality: By: , Li ("It A V\---- Ileidi Ashton-Cicko Managing Assistant County Attorney THE ...).,..11.cLe___,LrTARPON BLUE CE MANAGEMENT, LLC. �1 nature) ,i.(1o, J Ct1.kC L e By:- " - Print.full name) Printed Namc: 4.+t�M T S„,14, kA/ 0,, Title: iil,.rr (Signa ture) VII tti Gr° (Print full name) STATE OF FLORIDA COUNTY OF COLLIER The foregoing Stewardship Receiving Area Credit Agreement was executed before me this i'' day of - ._ ;,� , 2023, by'vi/tIv:,; • 4'�-, as 1-',,_:� ( .__ of Tarpon Blue CE Management, LLC. ('-'•�-` re, ( �U Notary Public Print Name \P C T kClt `""''' TERI TATE O.r �. gyry Public,State of Texas h r ` '' , ; Certificate No. J _) 3I- .�; Expires 02-10.2024 'a,,,°;„a` Notary ID 13235653.7 My Commissioner Expires 21 c) 2.9. Words underlined are added;words atwekthrough are deleted. Fist Amendment to Longwatcr SRA Credit Agreement 4-14 2023 WITNESS: COLLIER LAND HOLDINGS, LTD, A Florida limited partnership, formally known as Collier Enterprises, LTD, a Florida limited partnership. By: Tarpon Blue CE Management, LLC. a Sigbature) Florida Corporation, it's General Partner ‘ Ao, \ik\q\\,04( By:,,:i?, Print ull na e) -- Prind Name: Kenneth Smith A lf"tty0Cgt4) Title: Ill-71sez— I ( (Signature) Ki t ' @Y1) ccp (Print full name) TNESS: n CDC LAND INVESTMENTS, LLC, MalA Florida limited liability company Y ignature) Y l o, a t k.c t By: ( nt full na ) Printed Name: Kenneth Smith () 1/D( Title: �1 ,`' (Signature) ��` 1(Y\,114kitht) GyoD (Print full name) STATE OF FLORIDA COUNTY OF COLLIER ;1 ,� The fore Long Stewardship Receiving Area Credit Agreement was executed before me this day of �\( " , 2023, by Kenneth Smith, as Sole Manager of Tarpon Blue CE Management, LC, the General Partner of Collier Land Holdings LTD, a Florida limited partnership, formerly known as Collier Enterprise- LTD., a Florida limited partnership. ""',!,,, TERI TATE t� :_°* f:Notary Public.State of Texas Notary Public ▪71 +Pc Comm.Expires 02-10 2024 Print Name t \akt. %,;',10's Notary ID 13235653-1— �! ,, (SEAL) Certificate No. k�J Z • t0 53.---) My Commissioner Expires 7,—1 U• 21-{ Words underlined are added:words stfack thr ugh are deleted. First Amendment to Longuatcr SRA Credit Agreement 4-I4-2(t'3 STATE OF FLORIDA COUNTY OF COLLIER iik, The foregoing Stewardship Receiving Area Credit Agreement was executed before me this day of vJ , 2023, by Kenneth Smith, as Sole Manager of Tarpon Blue CE Management, LLC, the Manager of CDC Land In es��tm s, LLC. - 11 y`s ,!olio TERI TATE No ry Pub 1C _ **.A Notary Public,State of Texas Print Name tec , tC.k- . rsa, Attii Comm.Expires 02-10-2024 '�.,,"lc}, Notary ID 13235853-7 1 ) Certificate No. `;)- 11)625'3 -, My Commissioner Expires ,'�-tiO-94 Words underlined are added:words sty- cough are deleted First Amendment to Longwater SRA Credit Agreement 4-14-2023 SRA CREDIT AGREEMENT EXHIBIT "A" LEGAL DESCRIPTION OF LONGWATER SRA TRACT 1 ALL THAT PART OF SECTION 23, TOWNSHIP 18 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED n S T:OT T OWS. COMMENCING AT THE NORTHEAST CORNER OF AFORESAID SECTION 23; THENCE S 89°11'59" W ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 23 A DISTANCE OF 770.02 FEET; THENCE LEAVING SAID NORTH LINE S 00°15'01" E A DISTANCE OF 50.00 FEET TO AN INTERSECTION\VJT H A LIN —5n 00 FEET SO TTH D T v FRO r n ATTI D n D n T T CT WITH THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 23, SAID INTERS CTT SO BEINGHE SOU D OF WAY INE OT: OIT WEL D (200' R.O.W.)AND THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE S 00°15'O1" E A DISTANCE OF 132.67 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 89°11'59" W AND HAVING A RADIUS OF 105.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 15°21'58" AN ARC DISTANCE OF 83.23 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 260.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 31°17'57" AN ARC DISTANCE OF 155.61 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTER Y nND H VING n D n DTUS OF 110 00 FEET. THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09°35'51" AN ARC DISTANCE OF 73.70 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 700.00 FEET; T NG& Nr T� RC OF SAID C RVEz HROUG_H n CENTD nT nNGT E OE 25°06'08" AN ARC DISTANCE OF 306.68 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING n D n DTT SOT~ 310 00 TrEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 32°28'18" AN ARC DISTANCE OF 197.79 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 1500.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 11°13'03" AN ARC DISTANCE OF 1170.70 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 300.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE-OF 75°37'38" AN ARC DISTANCE OF 395.98 FEET; THENCE S 58°11'36" W A DISTANCE OF 390.72 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 100.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 69°52'03" AN ARC DISTANCE OF 121.91 FEET; T A S 1 1 8" L n DIST n NCE OF 438 6 t L'E T TO TH T]L'(_TRTATING O n !'U VE CONCAVE NOD THWE STED T V n ND u n VTRT(`_ n D n TITT TC' OTr A 00 00 T:EET• Page 1 of 27 Words underlined are added;words strums are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 7 of 37 THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 85°28'03" AN ARC DISTANCE OF 596.68 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 200.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 50°30'19" AN ARC DISTANCE OF 176.33 FEET; THENCE S 23°49'17" W A DISTANCE OF 390.51 FEET TO THE BEGINNING OF A CURVE CONCAVE-E Srli ND-HAVIN RADIUSr-OF 00.n THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 36°52'30" AN ARC DISTANCE OF 257.11 FEET; TTHE 1 '13" E A DIS SCE OF--165.37 FRET TO THE BEGIrr�r iNG OF A li�rcvvRVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 210.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 103°55'12" AN ARC DISTANCE OF 135.33 FEET; THENCE N 89°07'O1" W A DISTANCE OF 1055.37 FEET; THENCE N 00°17'57" W A DISTANCE OF 97.59 FEET; THENCE N 52°33'15" W A DISTANCE OF 70.08 FEET; THENCE N 57°28'11" W A DISTANCE OF 90.17 FEET; THENCE N 54°29'18" W A DISTANCE OF 56.10 FEET; THENCE N 51°52'27" W A DISTANCE OF 222.19 FEET; THENCE N 55°41'14" W A DISTANCE OF 108.91 FEET; THENCE N 61°37'19" W A DISTANCE OF 52.01 FEET; THENCE N 61°31'02" W A DISTANCE OF 71.77 FEET; THENCE 4 25°2,8 8EADISTAN'TCE OF n 08 T 7^7��12�1 �TA� T��Nr 7° t�24"- - rDISTAN(E THENCE N 19°21'18" E A DISTANCE OF 130.30 FEET; THENG THENCE N 19°39'13" E A DISTANCE OF 163.63 FEET; THENCE N 16°58'S1" E A DISTANCE OF 115.30 FEET; THENCE N 19°45'12" E A DISTANCE OF 95.09 FEET; THENCE N 18°30'01" E A DISTANCE OF 108.19 FEET; THENCE N 07°16'45" E A DISTANCE OF 105.99 FEET; THENCE N 07°21'52" E A DISTANCE OT~ r 053 05 T~E T; THENCE N 06°59'59" E A DISTANCE OF 321.33 FEET; THENCE N 09°15'09" E A DISTANCE OF 78.59 FEET; THENCE N 08°05'25" E A DISTANCE OF 95.78 FEET; THENCE N 06°17'00" E A DISTANCE OF 93.24 FEET; THENCE N 02°27'15" E A DISTANCE OF 72.03 FEET; THENCE N 02°13'12" W A DISTANCE OF 91.12 FEET; THENCE N 04°52'08" W A DISTANCE OF 109.91 FEET; THENCE N 04°16'40" xx� A DIS r NCE OF 108 21 FEET; '�1 ZTDrCJTTiTfGT�'1T0'OZTTLTi fj THENCE N 05°59'17" W A DISTANCE OF 114.91 FEET; THENCE N 01°38'07" W A DISTANCE OF 258.02 FEET; THENCE N 01°52'11" W A DISTANCE OF 67.12 FEET; THENCE N 86°56'23" W A DISTANCE OF 6.72 FEET TO THE BEGINNING OF A NON TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 61°31'15" W AND HAVING A RADIUS OF 260.00 FEET; Page 2 of 27 Words underlined are added;words strut' gh are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 8 of 37 THENCE ALONG HE-ARC O SAIL RVE T HROUr 7AnCENTn 62°08'22" AN ARC DISTANCE OF 281.98 FEET; THENCEI�-3 � 8 � n DI Tnr.Tr i nr n 1oar THENCE S 81°12'15" W A DISTANCE OF 65.23 FEET; THENCE S 78°17'29" W A DISTANCE OF 97.37 FEET; THENCETHENGE44025.34LAANsTA TrCE OF 8c 8 THENCE S 82°51'21" W A DISTANCE OF 71.17 FEET; THENCE S 26°22'26" W A DISTANCE OF 82.01 FEET TO THE BEGINNING-Of A NON TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 72°06'35" W AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°18'25" AN ARC DISTANCE OF 71.61 FEET TO THE BEGINNING OF A REVERSE NON TANGENT CURVE CONCAVE SOUTHEASTERLY WHOSE RADIUS POINT BEARS S 13°21'21" E AND HAVING A RADIUS OF 210.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 31°06'17" AN ARC DISTANCE OF 142.89 FEET; THEIa I-8S°115'27- A DISTANCE OT~ o r� n i FEET Tn TH r2EGIATTTING OF CUVECONCAVE SOUTHERLY-ANI \TANG A-RA^.DIUSz F i n n 00 THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 51°27'13" AN ARC DISTANCE OF 305.33 FEET; THENCE N 01°50'26" W A DISTANCE OF 102.10 FEET; THENCE 5�� THENCE S 88°3 4'1 6" E A DIST , THENCE N 00°15'01" W A DISTANCE OF 885.00 FEET TO AN INTERSECTION WITH A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 23, SAID INTERSECTION ALSO BEING THE SOUTH RIGHT OF WAY LINE OF OIL WELL ROAD (200' R.O.W.); THENCE N 89°11'59" E ALONG SAID PARALLEL LINE A DISTANCE OF 1709.53 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 217.18 ACRES. REFERENCE ABB DRAWING 1/12317 SD Page 3 of 27 Words underlined are added;words struck eugh are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 9 of 37 LEGAL DESCRIPTION OF LONGWATER SRA TRACT 2 ALL THAT PART OF SECTIONS 22, 23, 26, 27, 31 AND 35, TOWNSHIP 18 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCIN —T THE WE,S U-A RTE CODN1V D O1 A 1 OD 1✓S A ID SECTION 2_7; TUL'AT/-'1L N 89°A n'09" L A DIST A ATCE OT✓ 21 n nn FEET TO ART INT>~1?SECTION WITH A -r�zr�o� i, o�rrD�orrn-�cc�rz. LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 27 AND THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE N 00°15'51" W ALONG SAID PARALLEL LINE A DISTANCE OF 556.73 FEET; THENCE T 1:A VIN C A ID D A D n T T 1LT T TRT1 RT 89°A A'09" 1 A DI T A NC O A l nn FEET; ZT1TTf�/TI'f'QZ7TITDTITi� J�7Ti .. TT1�07 TT O rT-7 , THENCE S 81°09'15" E A DISTANCE OF 21.85 FEET; THENCE4 84 ''57" TAN E O 344 r THENCE S 67°50'53" E A DISTANCE OF 21.15 FEET; THENCE N 51°13'16" E A DISTANCE OF 11.11 FEET; THENCE N 83°31'26" E A DISTANCE OF 20.97 FEET; THENCE N 85°17'56" E A DISTANCE OF 58.59 FEET; THENCE S 81°25'21" E A DISTANCE OF 65.83 FEET; THENCE S 82°21'10" E n DIST n NC O>L 7n 2 1r E1:T; THENCE S 81°19'19" E n DISTANCE OF 85.21 FEET; THENCE S 83°07'12" E A DISTANCE OF 94.51 FEET; THENCE S 83°26'11" E A DISTANCE OF 106.68 FEET; THENCE S 85°55'20" E A DISTANCE OF 176.01 FEET; THENCE S 87°21'52" E A DISTANCE OF 151.35 FEET; THENCE S 83°31'18" E A DISTANCE OF 108.51 FEET; THENCE S 87°03'30" E A DISTANCE OF 191.80 FEET; THENCE S 89°27'05 " E A DIST n N(''E OT~ 171 THENCE S 87°33'10" E A DISTANCE OF 126.34 FEET; THENCE S 88°43'19" E A DISTANCE OF 98.61 FEET; THENCE S 86°18'38" E A DISTANCE OF 96.80 FEET; THENCE S 89°10'09" E A DISTANCE OF 130.03 FEET; THENCE$$7 'n1 1 n DI TANCE O 1 7n r THENCE S 87°24148" E A D4 FANCE GF 1 n7 1 n F1~ET. THENCE S 47°18'06" 1 A DI TAATC O 127 16 LT ET; THENCE S 88°11'19" E A DISTANCE OF 153.59 FEET; THENCE N 89°59'0l" E A DISTANCE OF 59.76 FEET; THENCE N 02°�5^1''20" E A DISTANCE OF 51.25 FEET; THEN�44_3° 35'���rnrDISTmNCE OF 10.26 FiE; THENCE N 07°51'23" E A DISTANCE OF 75.33 FEET; THENCE N 10°03'15" E A DISTANCE OF 61.18 FEET; THENCE N 11°19'06" E A DISTANCE OF 80.02 FEET; THENCE N 10°47'45" E A DISTANCE OF 79.50 FEET; THENCE N 09°19'17" E A DISTANCE OF 91.13 FEET; THENCE N 10°03'11" E A DISTANCE OF 127.62 FEET; Page 4 of 27 Words underlined are added;words Gtruck through are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 10 of 37 THENCE N 09°16'25" E A DISTANCE OF 110.89 FEET; THENCE N 10°39'25" E A DISTANCE OF 111.00 FEET; THENCE N 08°11'32" E A DISTANCE OF 1 1 2 1 1 FE>~T. THENCE N 10°18'07" E A DISTANCE OF 115.11 FEET; THENCE N 10°21'56" E A DISTANCE OF 170.23 FEET; THENCE N 09°01'56" E A DISTANCE OF 101.38 FEET; THENCE N 10°37'21" E A DISTANCE OF 181.28 FEET; THENCE N 09°57'51" E A DISTANCE OF 121.91 FEET; THENCE N 09°16'33" E A DISTANCE OF 159.76 FEET; THENCE N 08°05'45" E A DISTANCE OF 73.91 FEET; THENCE N 12°06'17" E A DISTANCE OF 17.98 FEET; THENCE N 07°00'32" E A DISTANCE OF 96.94 FEET; THENCE N 12°11'08" E A DISTANCE OF 18.22 FEET; THENCE N 29°04'09" E A DISTANCE OF 51.97 FEET; THENCE N 56°52'13" E A DISTANCE OF 32.67 FEET; THENCE S 79°17'55" E A DISTANCE OF 11-0.65 FEET; THENCE S 79°01'08" E A DISTANCE OF 91.37 FEET; THENCE S 78°51'16" E A DISTANCE OF 140.42 FEET; THENCE S 79°29'17" E A DISTANCE OF 89.62 FEET; THENCE S 79°26'32" E A DISTANCE OF 117.52 FEET; THENCE S 79°15'16" E A DISTANCE OF 73.96 FEET; THENCE N 16°57'18" E A DISTANCE OF 29.89 FEET; THENCE N 10°52'29" E A DISTANCE OF 123.93 FEET; THENCE N 07°32'25" E A DISTANCE OF 88.31 FEET; THENCE N 08°07'07" E A DISTANCE OF 139.18 FEET; THENCE N 07°51'10" E A DISTANCE OF 114.89 FEET; THENCE N 08°19'12" E A DISTANCE OF 1 28 22 FEET. THENCE N 10°33'53" E A DISTANCE OF 99.66 FEET; THENCE N 08°25'59" E A DISTANCE OF 62.05 FEET; THENCE TAT 26°54'30" E A DISTANC7 THENCE N 62245'OO" E A DISTANCE OF 12 t 8 FEET; THENCE S 89°01'30" E A DISTANCE OF 98.11 FEET; THENCE S 88°17'00" E A DISTANCE OF 127.11 FEET; THENCE S 89°11'00" E A DISTANCE OF 106.29 FEET; THENCE S 89°22'11" E A DISTANCE OF 181.67 FEET; THENCE S 89°07'05" E A DISTANCE OF 73.95 FEET; THENCE N 89°37'05" E A DISTANCE OF 158.00 FEET; THENCE N 01°22'17" E A DISTANCE OF 56.60 FEET; THENCE N !11°05'56" >~' A DISTANCE OF 1'7c 96 1 E1~'T• THENCE N 00°58'55" E A DISTANCE OF 120.19 FEET; THENCE N 00°57'09" E A DISTANCE OF 106.25 FEET; THENCE N 01°25'58" E A DISTANCE OF 172.25 FEET; THENCE N 00°59'37" E A DISTANCE OF 129.98 FEET; THENCE N 02°13'52" E A DISTANCE OF 174.99 FEET; THENCE N 01°13'07" E A DISTANCE OF 170.11 FEET; THENCE N 12°23'11" E A DISTANCE OF 65.85 FEET; THENCE N 65°07'26" E A DISTANCE OF 58.11 FEET; Page 5 of 27 Words underlined are added;words struck through are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 11 of 37 THENCE N 87°35'09" E A DISTANCE OF 97.09 FEET; THENCE S 89° 3'V 1 n E A DISTANCE OF 1 3n 85 FEET_ THENCE N 89°08'08" E A DISTANCE OF 159.59 FEET; THENCE N 89°55'58" E A DISTANCE OF 184.84 FEET; THENCE4 89°48 7" E A DISTANCT OF 212 95 F ET; THENCE S 89°18'36" E A DISTANCE OF 127.18 FEET; THT;NCT~Al 44°20'13" 1 A DISTANC❑ OF 150 51 FEET; THENGE44,200420"E DISTANCE O 1 cn co FEET; THENCE N 88°46'O1" E A DISTANCE OF 151.90 FEET; THENCE S 79°22'05" E A DISTANCE OF 52.74 FEET; THENCE S 38°06'03" E A DISTANCE OF 57.21 FEET; THENCE S 01°21'28" E A DISTANCE OF 145.54 FEET; THENCE S 00°55'57" W A DISTANCE OF 150.31 FEET; THENCE S 01°33'09" W A DISTANCE OF 207.79 FEET; THENCE S 01°31'11" W A DISTANCE OF 111.52 FEET; THENCE S 01°23'1-" WA DISTANCT: Or~ 16n 771 FEET. THENCE S 01°00'09" W A DISTANCE OF 118.59 FEET; THENCE 00 46 3x7 A DIST A NCTJ OF. 1 32 r r THENCE S 16°36'17" E A DISTANCE OF 77.60 FEET; THENCE S 86°36'24" E A DISTANCE OF 218.27 FEET; THENCE N 84238'32 STANCE OF -7.^ter THENCE N 88°29'19" E A DISTANCE OF 188.83 FEET TO THE BEGINNING-OF A NON TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 13°11'll \V AN;n n VING A D A DI S nr 1 12 04 FEET_ THENCE ALONGTHE AR OF SAID-GUR-VE TH Or TGH A G NTD 38°01'57" AN ARC DISTANCE OF 94.41 FEET; THENCE S 33°28'54" E A DISTANCE OF 33.93 FEET; THENCE S 23°15'58" E A DISTANCE OF 31.88 FEET; THENCE S 07°59'32" E A DISTANCE OF 22.70 FEET; THENCE S 08°09'03" W A DISTANCE OF 100.81 FEET; THENCE S 08°57'38" W A DISTANCE OF 111.86 FEET; TTHENGE_s_B°49'05" W A DIST A NCT: OT: 00 00 r.EET; THENCE S 07°59'07" W A DISTANCE OF 98.77 FEET; THENCE4$8.25 1'OO"W A DTST A N E nF 4 69 FEET_ THENCE S 07°12'31" W A DISTANCE OF 120.29 FEET; THENCE S 10°03'37" W A DISTANCE OF 256.55 FEET; THENCE S 08°03'15" W A DISTANCE OF 87.61 FEET; THENCETil � �S !07°55l7'36" W A DISTANCE OF 129.24 FEET; THEN��E S 08°50'5 LAT_A DISTAY" CLr Ell o.3' THENCE S 10°16'55" W A DISTANCE OF 137.59 FEET; THEN S-0 03 4 W A ISTANCE nF 16n 11 FEET. THENCE S 09°21'12" W A DISTANCE OF 179.42 FEET; THENCE S 06°37'32" W A DISTANCE OF 158.52 FEET; THENCE S 34J'" W A DIST A NC1~ OF 1 5 4 n 1 FEET; THENCE S 21°33'21" W A DISTANCE OF 55.08 FEET; THENCE S 82°1 9'16" \7G7 A DIST A NC nL 7 7 36 F ET; THENCE N 89°13'16" W A DISTANCE OF 151.12 FEET; Page 6 of 27 Words underlined are added;words struck are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 12 of 37 THENCE N 89°21'51" W A DISTANCE OF 108.57 FEET; THENCE S 1 5°53'00" W A DISTANCE OF 96.05 FEET; THENCE S 07°02'17" W A DISTANCE OF 26.49 FEET; THENCE S 37°20'13" W A DISTANCE OF 68.11 FEET; THENCE S_34 3'3"�� ST nANCE O ^y rr rt ; THENCES i 6o2n'58" xx� n DIST n TrC OF 220 1 rT~ET THENCEzz 59'53" ' s_T_AN' 't F 1 1h27 THENCE S 18°29'23" W A DISTANCE OF 69.29 FEET; THENCE S 08°18'18" W A DISTANCE OF 56.10 FEET; THENCE S 10°10'19" W A DISTANCE OF 65.97 FEET; THENCE S 05°304)3" W ^ DIST n NC ni n c nn T CT T. Co` � , THEN! S-06°57'-16"" W n DIST n NC1~ OF ,06 82 FEET_ THENCE S 08°43'39" W A DISTANCE105.41 FEET; THENCE S 08°55'18" W A DISTANCE OF 91.11 FEET; THENCE S 24°00'12" W A DISTANCE OF 77.21 FEET; THENCE S 09°30'12" W A DISTANCE OF 55.93 FEET; THENCE S 08°11'59" W A DISTANCE OF 126.14 FEET; THENCEC' 0g°3J 1 n DISTnTT� L nT r rn 8 Err.T; , THENCE S 08°24'46" W A DISTANCE OF 145.38 FEET; THT~NTC S 08°20'38" Trra � v� �-rnicn Y THENCE S 08°26'17" W A DISTANCE OF 152.97 FEET; THENCE S 08°18'20" W A DISTANCE OF 131.25 FEET; THENCE S 04°08'24" W A DISTANCE OF 228.36 FEET; THENCE S 03°50'33" W A DISTANCE OF 211.51 FEET; 'T�PGE_s-04°31''4nv"�r n DISTANCE OF THENCE S 01°01'I 1" W A DISTANCE OF 292.07 FEET; THENCE S 01°0 ' DISTANCE OF 2' r.n r FEET; THENCE-S-04°0 -5 " TA CE OF 350.99 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 113.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 88°27'15" AN ARC DISTANCE OF 220.77 FEET; T-ENC t g7°25'lO" xxl DISTAT C O 63 FEET. c ��r��vrortzr'rcn-vrZ�263��zzT THENCE S 56°31'23" W A DISTANCE OF 111.66 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 25.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 57°01'19" AN ARC DISTANCE OF 24.88 FEET; THENCE S 00°30'26" E A DISTANCE OF 645.03 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 25.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 60°47'29" AN ARC DISTANCE OF 26.53 FEET; THENCE S 61°17'55" E A DISTANCE OF 999.19 FEET; THENCE S 75°16'31" E A DISTANCE OF 12.5E FEET. THENCE N 89°19'28" E A DISTANCE OF 321.E 7E THENCE S-2023An y -3-34.38 E, THENCE S 39°21'06" W A DISTANCE OF 979.22 FEET; Page 7 of 27 Words underlined are added;words struck eugh are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 13 of 37 0 v36"W r^rDISTANC 115 1T r Tn TT�T: BE n.n ING OF A NON TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 52°57'38" W AND HAVING A RADIUS OF 28.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE Or 13°56'52" AN ARC DISTANCE OF 21.18 FEET; THENCE4 891117E\\T A L ISTANCTFz0 T FE T Tn TH DT r�TTTTRT(` O n NON TANGENT CURVE CONCAVE NORTHEASTERLY WHOSE RADIUS POINT BEARS N np°�'rz3 a ATITT To nF 1 4n 00 FEET; THENCE--ALON 3 HE ARC OOF--SAID CURVE THD OUGH A G NTD A T A NGT T: OF 53°45'39" AN ARC DISTANCE OF 133.24 FEET; THENCE N 36°53'55" W A DISTANCE OF 131.23 FEET; THENCE N 40°12'25" W A DISTANCE OF 39.74 FEET; THENCE N 36°11'22" W A DISTANCE OF 229.11 FEET; -THENCE N 36°53'55" W ADIST NCT: OF 663.8 F TO THE BEGIN ING O n CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 25.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 77°05'58" AN ARC DISTANCE OF 33.61 FEET; THENCE S 66°00'07" W A DISTANCE OF 1347.27 FEET; THENCE* �7 7�S�T 60°O11'�518C"1W7AADISTANCE OF 35.81 FEET; TANCE-N 31°43'05'\LA_D STANGE OF 3'8 54 FEET; THENCE N 36°09'51" W A DISTANCE OF 10.59 FEET; THENCE N 20°45'08" W A DISTANCE OF 21.76 FEET; THENCE N 29°12'25" W A DISTANCE OF 26.75 FEET; THENCE N 21°18'56" W A DISTANCE OF 51.21 FEET; THENCEN 2�4-z-4'' �>iAA ST DI � � ��irri rr THENCE N 4$°3 'f�t'�D T^NC OF �o 60 FEET; THENCE N 68°21'18" W A DISTANCE OF 37.30 FEET; THNENT�CEN-53ff11 0p 7" ' ^gin ONCE OF 32.15 FEET; THENCE THENCE-N 02?4�' 'A DISTANCE OE n n 59 THENCE N 07°21'32" W A DISTANCE OF 56.07 FEET; THT:NCT:N n6028?35�� T A DI TANG O cc ^0 FEET. i�vu i� vv �.V✓✓ L11 L11J 1I 1It . THENCE N 09°56'22" E A DISTANCE OF 69.15 FEET; THENCE N 03°38'16" E A DISTANCE OF 51.88 FEET; THENCE N 07°17'28" E A DISTANCE OF 82.16 FEET; THENCE N 06°29'56" E A DISTANCE OF 71.86 FEET; THENCE N 06°07'02" E A DISTANCE OF 85.01 FEET; THENCE N 03°46'47" E A DISTANCE OF 82.82 FEET; THENCE N 05°23'36" E A DISTANCE OF 71.88 FEET; THENCE N 02°17'48" E A DISTANCE OF 105.33 FEET; THENCE N 01°38'19" E A DISTANCE OF 59.59 FEET; THENCE N 00°18'14" E A DISTANCE OF 50.18 FEET; THENCE N 02°25'45" W A DISTANCE OF 70.13 FEET; THENCE N 00°51'02" E A DISTANCE OF 73.67 FEET; THENCE N 00°51'34" W A DISTANCE OF 54.76 FEET; THENCEA °n 31nn?? \xT A DIST n NCE OF 18. THENCE302DISTANCE OF 4-7.07 FEET; Page 8 of 27 Words underlined are added;words struck through are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 14 of 37 THENCE N 00°11'51" E A DISTANCE OF 55.85 FEET; THENCE N 10°39'19" E A DISTANCE OF 32.52 FEET; THENCE N 01°07'17" E A DISTANCE OF 11.62 FEET; THENCE N 12°35'16" E A DISTANCE OF 38.67 FEET; THENCEl °20131" W 4 DIST��ri E -38.^ THENCE N 03°58'33" W A DISTANCE OF 18.95 FEET; THENCE N 19°51'27" E A DISTANCE OF 34.70 FEET; THENCE N 09°31'39" E A DISTANCE OF 31.06 FEET; THENCE N 01°50'50" W A DISTANCE OF 28.60 FEET; THENCE N 02°58'56" W A DISTANCE OF 30.74 FEET; THENCE N 11°25'19" W A DISTANCE OF 31.56 FEET; THENCE N 11°39'56" W A DISTANCE OF 33.84 FEET; THENCE N 06°o2'2 t" E A DIST NCE O 19 31 , EET; THENCE N 29°15'13" W A DISTANCE OF 30.89 FEET; THENCE N 50°20'45" W A DISTANCE OF 65.85 FEET; THENCE N 37°39'56" W A DISTANCE OF 20.91 FEET; THENCE 8 8'03-'_t IS ANCFEET; THENCE N 86°53'50" W A DISTANCE OF 10.70 FEET; THENCE N 57°38'19" W A DISTANCE OF 57.01 FEET; THENCE N 02°52'14" E A DISTANCE OF 160.84 FEET; THENCE N 19°12'21" W A DISTANCE OF 597.21 FEET; THENCE S 89°37'33" W A DISTANCE OF 99.83 FEET; THENCE S 89°55'08" W A DISTANCE OF t 66 80 FELT. THENCES 88°1,8'59"t o DISTANCE OF i t 10 T THENCE S 80°55'44" W A DISTANCE OF 95.52 FEET; THENCE S 79°29'17" W A DISTANCE OF 110.57 FEET; THENCE S 76°51'19" W A DISTANCE OF 41.22 FEET; THENCE S 80°58'38" W A DISTANCE OF 97.67 FEET; THENCE S 79°59'13" W A DISTANCE OF 718.60 FEET TO THE BEGINNING A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 2600.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE Or 09°06'00" AN ARC DISTANCE OF 112.95 FEET; THENCE S 00°15'45" E A DISTANCE OF 12.29 FEET; THENCE S 89°44'15" W A DI&T^N O -.35•.00-F:EET Tn A N INTE c rTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WIT E WESTL-INE ''HE SOUTHWEST QUARTER OF SAID SECTION 27; THENCE N 00°15'15" W ALONG SAID PARALLEL A DISTANCE OF 2691.31 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 782.63 ACRES. REFERENCE ABB DRAWING 1/12317 SD LEGAL DESCRIPTION OF TOWN OF BIG CYPRESS SRA TRACT 1 Page 9 of 27 Words underlined are added;words strut' r are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 15 of 37 ALL THAT PART OF SECTION 14, TOWNSHIP 48 SOUTH, RANGE 28 EAST, COLLIER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF AFORESAID SECTION 14; THENCE N 89°44'31" E ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 14 A DISTANCE OF 2290.36 FEET; THENCE LEAVING SAID SOUTH LINE N 00°15'29" W A DISTANCE OF 150.00 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 14, SAID INTERSECTION ALSO BEING THE NORTH RIGHT-OF-WAY LINE OF OIL WELL ROAD (200' R.O.W.),THE BEGINNING OF A NON-TANGENT CURVE CONCAVE NORTHWESTERLY WHOSE RADIUS POINT BEARS N 00°15'29" W AND HAVING A RADIUS OF 49.98 FEET AND THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBEDi THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°01'38"AN ARC DISTANCE OF 78.53 FEET; THENCE N 00°15'29" W A DISTANCE OF 532.41 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 390.04 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 27°34'16"AN ARC DISTANCE OF 187.69 FEET; THENCE N 90°00'00" W A DISTANCE OF 542.86 FEET; THENCE N 02°58'04" W A DISTANCE OF 49.93 FEET; THENCE N 20°32'1 l" E A DISTANCE OF 79.46 FEET; THENCE N 12°52'03" E A DISTANCE OF 90.75 FEET; THENCE N 40°43'42" E A DISTANCE OF 66.96 FEET; THENCE N 19°39'43" E A DISTANCE OF 83.37 FEET; THENCE N 15°21'20" E A DISTANCE OF 81.38 FEET THENCE N 13°06'04" E A DISTANCE OF 43.13 FEET; THENCE N 16°32'03" E A DISTANCE OF 59.27 FEET; THENCE N 15°50'59" E A DISTANCE OF 84.54 FEET; THENCE N 19°34'l0" E A DISTANCE OF 49.12 FEET; THENCE N 24°19'49" E A DISTANCE OF 65.88 FEET; THENCE N 03°01'59" W A DISTANCE OF 21.05 FEET; THENCE N 24°47'24" E A DISTANCE OF 27.00 FEET; THENCE N 35°02'02" E A DISTANCE OF 57.55 FEET; THENCE N 31°38'37" E A DISTANCE OF 74.11 FEET; THENCE N 42°27'50" E A DISTANCE OF 131.19 FEET THENCE N 56°17'13" E A DISTANCE OF 69.33 FEET; THENCE N 45°17'37" E A DISTANCE OF 53.32 FEET; THENCE N 52°32'34" E A DISTANCE OF 39.22 FEET; THENCE N 64°25'20" E A DISTANCE OF 40.67 FEET THENCE N 76°54'51" E A DISTANCE OF 22.81 FEET; THENCE N 90°00'00" E A DISTANCE OF 28.42 FEET; THENCE S 73°22'35" E A DISTANCE OF 41.52 FEET; THENCE S 68°09'59" E A DISTANCE OF 131.93 FEET; THENCE S 68°33'28" E A DISTANCE OF 92.17 FEET; Page 10 of 27 Words underlined are added;words struelceugh are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 16 of 37 THENCE S 32°13'35" E A DISTANCE OF 20.06 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHEASTERLY WHOSE RADIUS POINT BEARS N 40°46'21" E AND HAVING A RADIUS OF 262.49 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 29°51'47" AN ARC DISTANCE OF 136.81 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS S 10°01'28" W AND HAVING A RADIUS OF 559.90 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 17°43'00"AN ARC DISTANCE OF 173.13 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY WHOSE RADIUS POINT BEARS N 27°56'31" E AND HAVING A RADIUS OF 297.52 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 25°30'46" AN ARC DISTANCE OF 132.48 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS S 02°58'54" W AND HAVING A RADIUS OF 196.97 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 33°00'27"AN ARC DISTANCE OF 113.47 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 180.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 38°14'25" AN ARC DISTANCE OF 120.14 FEET; THENCE S 71°23'44" E A DISTANCE OF 389.76 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHERLY WHOSE RADIUS POINT BEARS N 37°45'00" E AND HAVING A RADIUS OF 80.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 47°27'54" AN ARC DISTANCE OF 66.27 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 158.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45°04'18" AN ARC DISTANCE OF 124.29 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 180.00 FEET THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 44°57'29" AN ARC DISTANCE OF 141.24 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 90.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°48'28"AN ARC DISTANCE OF 16.98 FEET TO AN INTERSECTION WITH THE WESTERLY RIGHT-OF-WAY LINE OF OIL WELL GRADE ROAD (100' R.O.W.); THENCE S 24°41'58" E ALONG SAID WESTERLY RIGHT-OF-WAY LINE A DISTANCE OF 1383.19 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 766.78 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 04°10'12"AN ARC DISTANCE OF 55.81 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 14, SAID INTERSECTION ALSO BEING THE NORTH RIGHT-OF-WAY LINE OF OIL WELL ROAD (200' R.O.W.); THENCE S 89°44'59" W ALONG SAID PARALLEL LINE A DISTANCE OF 1977.89 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID Page 11 of 27 Words underlined are added;words strusk-through are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 17 of 37 SECTION 14, SAID INTERSECTION ALSO BEING THE NORTH RIGHT-OF-WAY LINE OF OIL WELL ROAD (200' R.O.W.); THENCE S 89°44'31" W ALONG SAID PARALLEL LINE A DISTANCE OF 379.91 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 77.88 ACRES. REFERENCE ABB DRAWING#12904-SD Page 12 of 27 Words underlined are added;words struckstr-ue4c-thfeugh are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 18 of 37 LEGAL DESCRIPTION OF TOWN OF BIG CYPRESS SRA TRACT 2 ALL THAT PART OF SECTION 23, TOWNSHIP 48 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF AFORESAID SECTION 23; THENCE S 89°44'59" W ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 23 A DISTANCE OF 770.02 FEET; THENCE LEAVING SAID NORTH LINE S 00°15'O1" E A DISTANCE OF 50.00 FEET TO AN INTERSECTION WITH A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 23, SAID INTERSECTION ALSO BEING THE SOUTH RIGHT-OF-WAY LINE OF OIL WELL ROAD (200' R.O.W.)AND THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE S 00°15'O1" E A DISTANCE OF 132.67 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 89°44'59" W AND HAVING A RADIUS OF 105.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45°24'58"AN ARC DISTANCE OF 83.23 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 260.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 34°17'57"AN ARC DISTANCE OF 155.64 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 440.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09°35'51"AN ARC DISTANCE OF 73.70 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 700.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 25°06'08" AN ARC DISTANCE OF 306.68 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 349.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 32°28'18"AN ARC DISTANCE OF 197.79 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 1500.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 44°43'03"AN ARC DISTANCE OF 1170.70 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 300.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 75°37'38"AN ARC DISTANCE OF 395.98 FEET; THENCE S 58°44'36" W A DISTANCE OF 390.72 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 100.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 69°52'03" AN ARC DISTANCE OF 121.94 FEET; THENCE S 11°07'28" E A DISTANCE OF 438.61 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 400.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 85°28'03" AN ARC DISTANCE OF 596.68 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 200.00 FEET; Page 13 of 27 Words underlined are added;words stmek-threugh are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 19 of 37 THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 50°30'49"AN ARC DISTANCE OF 176.33 FEET; THENCE S 23°49'47" W A DISTANCE OF 390.51 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 400.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 36°52'30" AN ARC DISTANCE OF 257.44 FEET; THENCE S 13°02'43" E A DISTANCE OF 465.37 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 240.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 103°55'42"AN ARC DISTANCE OF 435.33 FEET; THENCE N 89°07'O1" W A DISTANCE OF 1055.37 FEET; THENCE N 00°47'57" W A DISTANCE OF 97.59 FEET; THENCE N 52°33'15" W A DISTANCE OF 70.08 FEET; THENCE N 57°28'41" W A DISTANCE OF 90.17 FEET; THENCE N 54°29'18" W A DISTANCE OF 56.40 FEET; THENCE N 54°52'27" W A DISTANCE OF 222.49 FEET; THENCE N 55°41'14" W A DISTANCE OF 108.91 FEET; THENCE N 64°37'19" W A DISTANCE OF 52.01 FEET; THENCE N 64°31'02" W A DISTANCE OF 71.77 FEET; THENCE N 25°28'58" E A DISTANCE OF 46.08 FEET; THENCE N 17°41'24" E A DISTANCE OF 159.37 FEET; THENCE N 19°24'48" E A DISTANCE OF 130.30 FEET; THENCE N 17°41'12" E A DISTANCE OF 152.31 FEET; THENCE N 19°39'43" E A DISTANCE OF 163.63 FEET; THENCE N 16°58'54" E A DISTANCE OF 115.30 FEET; THENCE N 19°45'12" E A DISTANCE OF 95.09 FEET; THENCE N 18°30'O1" E A DISTANCE OF 108.19 FEET; THENCE N 07°16'45" E A DISTANCE OF 105.99 FEET; THENCE N 07°21'52" E A DISTANCE OF 1053.05 FEET; THENCE N 06°59'59" E A DISTANCE OF 321.33 FEET; THENCE N 09°15'09" E A DISTANCE OF 78.59 FEET; THENCE N 08°05'25" E A DISTANCE OF 95.78 FEET; THENCE N 06°17'00" E A DISTANCE OF 93.24 FEET; THENCE N 02°27'15" E A DISTANCE OF 72.03 FEET; THENCE N 02°13'12" W A DISTANCE OF 94.12 FEET; THENCE N 04°52'08" W A DISTANCE OF 109.91 FEET; THENCE N 04°16'40" W A DISTANCE OF 108.24 FEET; THENCE N 05°59'47" W A DISTANCE OF 114.91 FEET; THENCE N 04°38'07" W A DISTANCE OF 258.02 FEET; THENCE N 04°52'41" W A DISTANCE OF 67.12 FEET; THENCE N 86°56'23" W A DISTANCE OF 87.32 FEET; THENCE N 83°30'14" W A DISTANCE OF 94.02 FEET; THENCE N 80°05'19" W A DISTANCE OF 41.79 FEET; THENCE N 04°47'46" W A DISTANCE OF 42.36 FEET; THENCE N 12°55'07" W A DISTANCE OF 49.84 FEET; THENCE N 03°35'48" W A DISTANCE OF 66.52 FEET; THENCE S 81°12'45" W A DISTANCE OF 65.23 FEET; Page 14 of 27 Words underlined are added;words strut rough are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 20 of 37 THENCE S 78°47'29" W A DISTANCE OF 97.37 FEET; THENCE S 80°53'38" W A DISTANCE OF 85.87 FEET THENCE S 82°51'24" W A DISTANCE OF 71.47 FEET; THENCE S 26°22'26" W A DISTANCE OF 82.01 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 72°06'35" W AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64°54'46"AN ARC DISTANCE OF 164.28 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 86°32'48"AN ARC DISTANCE OF 219.03 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 452.50 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°22'02"AN ARC DISTANCE OF 224.03 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 112.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°03'39" AN ARC DISTANCE OF 19.67 FEET; THENCE N 55°18'56"E A DISTANCE OF 42.09 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 75.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 40°20'51" AN ARC DISTANCE OF 52.81 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 62.57 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 61°04'36"AN ARC DISTANCE OF 66.70 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 195.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 38°58'11"AN ARC DISTANCE OF 132.63 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 80.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°55'56"AN ARC DISTANCE OF 4.09 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 136.29 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 129°01'31"AN ARC DISTANCE OF 306.91 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 55.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 08°18'34"AN ARC DISTANCE OF 7.98 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 320.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35°21'57" AN ARC DISTANCE OF 197.52 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 155.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 15°12'56"AN ARC DISTANCE OF 41.16 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 285.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°38'47"AN ARC DISTANCE OF 52.96 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 62°13'33" W AND HAVING A RADIUS OF 85.00 FEET; Page 15 of 27 Words underlined are added;words t ' =are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 21 of 37 THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°08'52" AN ARC DISTANCE OF 3.19 FEET; THENCE S 25°37'36" E A DISTANCE OF 108.64 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS S 25°37'36" E AND HAVING A RADIUS OF 240.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 16°23'03" AN ARC DISTANCE OF 68.63 FEET; THENCE N 80°45'27" E A DISTANCE OF 217.01 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 340.00 FEET THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 05°51'54"AN ARC DISTANCE OF 34.80 FEET; THENCE N 86°37'21" E A DISTANCE OF 245.61 FEET; THENCE S 88°36'14" E A DISTANCE OF 412.53 FEET; THENCE S 88°38'16" E A DISTANCE OF 496.61 FEET; THENCE N 00°15'O1" W A DISTANCE OF 885.00 FEET TO AN INTERSECTION WITH A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 23, SAID INTERSECTION ALSO BEING THE SOUTH RIGHT-OF-WAY LINE OF OIL WELL ROAD (200' R.O.W.); THENCE N 89°44'59" E ALONG SAID PARALLEL LINE A DISTANCE OF 1709.53 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 221.42 ACRES. REFERENCE ABB DRAWING#12904-SD Page 16 of 27 Words underlined are added;words struck eugh are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 22 of 37 LEGAL DESCRIPTION OF TOWN OF BIG CYPRESS SRA TRACT 3 ALL THAT PART OF SECTIONS 22, 23, 26, 27, 34 AND 35, TOWNSHIP 48 SOUTH, RANGE 28 EAST AND SECTION 3, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF AFORESAID SECTION 27; THENCE N 89°44'09" E A DISTANCE OF 210.00 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 27 AND THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE N 00°15'51" W ALONG SAID PARALLEL LINE A DISTANCE OF 556.73 FEET; THENCE LEAVING SAID PARALLEL LINE N 89°44'09"E A DISTANCE OF 42.00 FEET; THENCE S 81°09'45" E A DISTANCE OF 24.85 FEET; THENCE S 81°12'57" E A DISTANCE OF 43.68 FEET; THENCE S 67°50'53" E A DISTANCE OF 24.15 FEET; THENCE N 51°13'46" E A DISTANCE OF 14.44 FEET; THENCE N 83°34'26" E A DISTANCE OF 20.97 FEET; THENCE N 85°47'56" E A DISTANCE OF 58.59 FEET; THENCE S 81°25'21" E A DISTANCE OF 65.83 FEET; THENCE S 82°24'10" E A DISTANCE OF 79.32 FEET; THENCE S 81°49'19" E A DISTANCE OF 85.24 FEET; THENCE S 83°07'42" E A DISTANCE OF 94.54 FEET; THENCE S 83°26'41" E A DISTANCE OF 106.68 FEET; THENCE S 85°55'20" E A DISTANCE OF 176.04 FEET:, THENCE S 87°21'52" E A DISTANCE OF 151.35 FEET; THENCE S 83°34'18" E A DISTANCE OF 108.51 FEET; THENCE S 87°03'30" E A DISTANCE OF 191.80 FEET; THENCE S 89°27'05" E A DISTANCE OF 171.39 FEET; THENCE S 87°33'10" E A DISTANCE OF 126.34 FEET; THENCE S 88°43'19" E A DISTANCE OF 98.64 FEET; THENCE S 86°48'38" E A DISTANCE OF 96.80 FEET; THENCE S 89°40'09" E A DISTANCE OF 130.03 FEET; THENCE S 87°42'O1" E A DISTANCE OF 124.74 FEET; THENCE S 87°24'48" E A DISTANCE OF 107.14 FEET; THENCE S 87°48'06" E A DISTANCE OF 127.16 FEET; THENCE S 88°11'19" E A DISTANCE OF 153.59 FEET; THENCE N 89°59'01" E A DISTANCE OF 59.76 FEET; THENCE N 02°51'20" E A DISTANCE OF 51.25 FEETL THENCE N 03°37'35" W A DISTANCE OF 40.26 FEET; THENCE N 07°54'23" E A DISTANCE OF 75.33 FEET; THENCE N 10°03'15" E A DISTANCE OF 64.18 FEET; THENCE N 11°19'06"E A DISTANCE OF 80.02 FEET:, THENCE N 10°47'45" E A DISTANCE OF 79.50 FEET; THENCE N 09°49'17"E A DISTANCE OF 94.43 FEET; THENCE N 10°03'11" E A DISTANCE OF 127.62 FEET; Page 17 of 27 Words underlined are added;words struo' gh are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 23 of 37 THENCE N 09°16'25" E A DISTANCE OF 110.89 FEET; THENCE N 10°39'25" E A DISTANCE OF 144.00 FEET; THENCE N 08°44'32" E A DISTANCE OF 112.11 FEET; THENCE N 10°18'07" E A DISTANCE OF 145.41 FEET; THENCE N 10°24'56" E A DISTANCE OF 170.23 FEET; THENCE N 09°04'56" E A DISTANCE OF 101.38 FEET; THENCE N 10°37'21" E A DISTANCE OF 181.28 FEET; THENCE N 09°57'51"E A DISTANCE OF 121.94 FEET; THENCE N 09°16'33"E A DISTANCE OF 159.76 FEET; THENCE N 08°05'45" E A DISTANCE OF 73.91 FEET; THENCE N 12°06'17" E A DISTANCE OF 47.98 FEET; THENCE N 07°00'32" E A DISTANCE OF 96.94 FEET; THENCE N 12°44'08" E A DISTANCE OF 48.22 FEET; THENCE N 29°04'09"E A DISTANCE OF 51.97 FEET; THENCE N 56°52'43" E A DISTANCE OF 32.67 FEET; THENCE S 79°47'55" E A DISTANCE OF 110.65 FEET; THENCE S 79°01'08"E A DISTANCE OF 91.37 FEET; THENCE S 78°51'16" E A DISTANCE OF 140.42 FEET; THENCE S 79°29'47" E A DISTANCE OF 89.62 FEET; THENCE S 79°26'32"E A DISTANCE OF 117.52 FEET; THENCE S 79°45'16" E A DISTANCE OF 73.96 FEET; THENCE N 46°57'48" E A DISTANCE OF 29.89 FEET; THENCE N 10°52'29" E A DISTANCE OF 123.93 FEET; THENCE N 07°32'25" E A DISTANCE OF 88.34 FEET; THENCE N 08°07'07" E A DISTANCE OF 139.48 FEET; THENCE N 07°54'40"E A DISTANCE OF 114.89 FEET; THENCE N 08°49'12" E A DISTANCE OF 128.22 FEET; THENCE N 10°33'53" E A DISTANCE OF 99.66 FEET; THENCE N 08°25'59" E A DISTANCE OF 62.05 FEET; THENCE N 26°54'30" E A DISTANCE OF 49.71 FEET; THENCE N 62°45'00" E A DISTANCE OF 42.18 FEET; THENCE S 89°01'30" E A DISTANCE OF 98.14 FEET; THENCE S 88°17'00" E A DISTANCE OF 127.41 FEET; THENCE S 89°11'00"E A DISTANCE OF 106.29 FEET; THENCE S 89°22'11" E A DISTANCE OF 181.67 FEET; THENCE S 89°07'05" E A DISTANCE OF 73.95 FEET; THENCE N 89°37'05" E A DISTANCE OF 158.00 FEET; THENCE N 01°22'47" E A DISTANCE OF 56.60 FEET; THENCE N 01°05'56"E A DISTANCE OF 175.96 FEET; THENCE N 00°58'55" E A DISTANCE OF 120.19 FEET; THENCE N 00°57'09" E A DISTANCE OF 106.25 FEET; THENCE N 01°25'58" E A DISTANCE OF 172.25 FEET; THENCE N 00°59'37" E A DISTANCE OF 129.98 FEET; THENCE N 02°13'52"E A DISTANCE OF 174.99 FEET; THENCE N 01°13'07" E A DISTANCE OF 170.11 FEET; THENCE N 12°23'44" E A DISTANCE OF 65.85 FEET; THENCE N 65°07'26" E A DISTANCE OF 58.11 FEET; Page 18 of 27 Words underlined are added;words strusk-threugh are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 24 of 37 THENCE N 87°35'09"E A DISTANCE OF 97.09 FEET; THENCE S 89°03'O1" E A DISTANCE OF 139.85 FEET; THENCE N 89°08'08" E A DISTANCE OF 159.59 FEET; THENCE N 89°55'58" E A DISTANCE OF 184.84 FEET THENCE S 89°48'17" E A DISTANCE OF 242.95 FEET; THENCE S 89°18'36" E A DISTANCE OF 127.18 FEET; THENCE N 88°20'13" E A DISTANCE OF 150.51 FEET; THENCE S 89°00'04" E A DISTANCE OF 160.58 FEET; THENCE N 88°46'O1"E A DISTANCE OF 151.90 FEET; THENCE S 79°22'05" E A DISTANCE OF 52.74 FEET; THENCE S 38°06'03"E A DISTANCE OF 57.21 FEET; THENCE S 01°21'28" E A DISTANCE OF 145.54 FEET; THENCE S 00°55'57" W A DISTANCE OF 150.31 FEET; THENCE S 01°33'09" W A DISTANCE OF 207.79 FEET; THENCE S 01°31'44" W A DISTANCE OF 141.52 FEET; THENCE S 01°23'16" W A DISTANCE OF 164.71 FEET; THENCE S 01°00'09" W A DISTANCE OF 148.59 FEET; THENCE S 00°45'36" W A DISTANCE OF 132.20 FEET THENCE S 16°36'47" E A DISTANCE OF 77.60 FEET; THENCE S 86°36'24" E A DISTANCE OF 218.27 FEET; THENCE N 84°38'32" E A DISTANCE OF 57.46 FEET; THENCE N 88°29'19" E A DISTANCE OF 188.83 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 13°14'14" W AND HAVING A RADIUS OF 142.04 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 38°04'57"AN ARC DISTANCE OF 94.41 FEET; THENCE S 33°28'54" E A DISTANCE OF 33.93 FEET; THENCE S 23°45'58" E A DISTANCE OF 31.88 FEET; THENCE S 07°59'32" E A DISTANCE OF 22.70 FEET; THENCE S 08°09'03" W A DISTANCE OF 100.81 FEET; THENCE S 08°57'38" W A DISTANCE OF 111.86 FEET; THENCE S 08°49'05" W A DISTANCE OF 400.00 FEET:, THENCE S 07°59'07" W A DISTANCE OF 98.77 FEET; THENCE S 08°51'00" W A DISTANCE OF 462.69 FEET THENCE S 07°42'34" W A DISTANCE OF 120.29 FEET; THENCE S 10°03'37" W A DISTANCE OF 256.55 FEET; THENCE S 08°03'15" W A DISTANCE OF 87.61 FEET; THENCE S 07°57'36" W A DISTANCE OF 129.24 FEET; THENCE S 08°50'57" W A DISTANCE OF 158.37 FEET; THENCE S 10°16'55" W A DISTANCE OF 137.59 FEET; THENCE S 07°03'24" W A DISTANCE OF 160.41 FEET; THENCE S 09°24'12" W A DISTANCE OF 179.42 FEET; THENCE S 06°37'32" W A DISTANCE OF 158.52 FEET; THENCE S 09°53'05" W A DISTANCE OF 158.01 FEET; THENCE S 21°33'21" W A DISTANCE OF 55.08 FEET; THENCE S 82°19'46" W A DISTANCE OF 77.36 FEET; THENCE N 89°13'46" W A DISTANCE OF 151.12 FEET; Page 19 of 27 Words underlined are added;words st uo'�hr gh are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 25 of 37 THENCE N 89°21'51" W A DISTANCE OF 108.57 FEET; THENCE N 85°59'59" W A DISTANCE OF 198.45 FEET; THENCE S 15°53'00" W A DISTANCE OF 96.05 FEET; THENCE S 07°02'17" W A DISTANCE OF 26.49 FEET; THENCE S 37°20'43" W A DISTANCE OF 68.14 FEET; THENCE S 31°23'33" W A DISTANCE OF 40.71 FEET; THENCE S 16°20'58" W A DISTANCE OF 220.13 FEET; THENCE S 22°59'53" W A DISTANCE OF 41.27 FEET; THENCE S 18°29'23" W A DISTANCE OF 69.29 FEET; THENCE S 08°48'18" W A DISTANCE OF 56.10 FEET; THENCE S 10°10'49" W A DISTANCE OF 65.97 FEET; THENCE S 05°30'03" W A DISTANCE OF 45.04 FEET; THENCE S 06°57'16" W A DISTANCE OF 106.82 FEET; THENCE S 08°43'39" W A DISTANCE OF 105.41 FEET; THENCE S 08°55'48" W A DISTANCE OF 91.41 FEET; THENCE S 24°00'42" W A DISTANCE OF 77.21 FEET; THENCE S 09°30'12" W A DISTANCE OF 55.93 FEET; THENCE S 08°14'59" W A DISTANCE OF 126.14 FEET; THENCE S 08°53'46" W A DISTANCE OF 119.38 FEET; THENCE S 08°24'46" W A DISTANCE OF 145.38 FEET; THENCE S 08°20'38" W A DISTANCE OF 216.11 FEET; THENCE S 08°26'17" W A DISTANCE OF 152.97 FEET; THENCE S 08°18'20" W A DISTANCE OF 131.25 FEET; THENCE S 04°08'24" W A DISTANCE OF 228.36 FEET; THENCE S 03°50'33" W A DISTANCE OF 214.51 FEET; THENCE S 04°31'40" W A DISTANCE OF 180.53 FEET; THENCE S 04°04'11" W A DISTANCE OF 292.07 FEET; THENCE S 04°08'09" W A DISTANCE OF 211.01 FEET; THENCE S 04°07'35" W A DISTANCE OF 350.99 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 88°27'15"AN ARC DISTANCE OF 220.77 FEET; THENCE N 87°25'10" W A DISTANCE OF 263.63 FEET; THENCE S 56°31'23" W A DISTANCE OF 414.66 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 25.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 57°01'49"AN ARC DISTANCE OF 24.88 FEET; THENCE S 00°30'26" E A DISTANCE OF 645.03 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 25.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 60°47'29"AN ARC DISTANCE OF 26.53 FEET; THENCE S 61°17'55" E A DISTANCE OF 999.19 FEET; THENCE S 75°46'34" E A DISTANCE OF 12.50 FEET; THENCE N 89°49'28" E A DISTANCE OF 547.87 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 89°30'08"AN ARC DISTANCE OF 223.38 FEET; Page 20 of 27 Words underlined are added;words stfusk-thfough are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 26 of 37 THENCE S 00°40'24" E A DISTANCE OF 287.75 FEET; THENCE S 06°26'43" W A DISTANCE OF 6.90 FEET; THENCE S 10°14'24" E A DISTANCE OF 5.14 FEET; THENCE S 00°40'24"E A DISTANCE OF 34.99 FEET; THENCE S 17°39'41" E A DISTANCE OF 45.03 FEET; THENCE S 10°14'24" E A DISTANCE OF 8.12 FEET; THENCE S 18°31'50"E A DISTANCE OF 38.07 FEET; THENCE S 17°18'30" E A DISTANCE OF 54.27 FEET; THENCE S 18°38'10" E A DISTANCE OF 47.35 FEET; THENCE S 14°55'16" E A DISTANCE OF 48.90 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 451.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 12°05'32"AN ARC DISTANCE OF 95.18 FEET; THENCE S 02°49'44" E A DISTANCE OF 324.31 FEET; THENCE S 03°28'06" E A DISTANCE OF 427.29 FEET; THENCE S 03°19'21" E A DISTANCE OF 358.83 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 116.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 66°11'47" AN ARC DISTANCE OF 134.02 FEET; THENCE S 62°52'26" W A DISTANCE OF 21.25 FEET; THENCE S 59°12'29" W A DISTANCE OF 117.08 FEET; THENCE S 50°53'09" W A DISTANCE OF 103.63 FEET; THENCE S 37°32'40" W A DISTANCE OF 72.07 FEET; THENCE S 14°11'19" W A DISTANCE OF 60.81 FEET; THENCE N 74°28'41" W A DISTANCE OF 393.03 FEET; THENCE N 18°31'20" W A DISTANCE OF 117.80 FEET; THENCE N 21°28'47" W A DISTANCE OF 85.47 FEET; THENCE N 11°00'00" W A DISTANCE OF 105.54 FEET; THENCE N 05°57'48" E A DISTANCE OF 151.51 FEET; THENCE N 06°50'00" W A DISTANCE OF 370.79 FEET; THENCE N 34°40'36" W A DISTANCE OF 456.99 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 52°57'38" W AND HAVING A RADIUS OF 28.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 43°56'52"AN ARC DISTANCE OF 21.48 FEET; THENCE S 89°44'47" W A DISTANCE OF 204.14 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHEASTERLY WHOSE RADIUS POINT BEARS N 00°27'23" W AND HAVING A RADIUS OF 142.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 53°45'39" AN ARC DISTANCE OF 133.24 FEET; THENCE N 36°53'55" W A DISTANCE OF 134.23 FEET; THENCE N 40°42'25" W A DISTANCE OF 39.74 FEET; THENCE N 36°14'22" W A DISTANCE OF 229.41 FEET; THENCE N 36°53'55" W A DISTANCE OF 663.78 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 25.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 77°05'58" AN ARC DISTANCE OF 33.64 FEET; Page 21 of 27 Words underlined are added;words sHusk-thceugh are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 27 of 37 THENCE S 66°00'07" W A DISTANCE OF 1347.27 FEET; THENCE S 60°11'58" W A DISTANCE OF 35.81 FEET; THENCE N 31°43'05" W A DISTANCE OF 38.54 FEET; THENCE N 36°09'51" W A DISTANCE OF 40.59 FEET; THENCE N 20°45'08" W A DISTANCE OF 21.76 FEET; THENCE N 29°12'25" W A DISTANCE OF 26.75 FEET; THENCE N 21°48'56" W A DISTANCE OF 51.21 FEET; THENCE N 32°54'14" W A DISTANCE OF 137.82 FEET; THENCE N 40°35'17" W A DISTANCE OF 78.60 FEET; THENCE N 68°24'48" W A DISTANCE OF 37.30 FEET; THENCE N 53°10'07" W A DISTANCE OF 32.15 FEET; THENCE N 21°13'51" E A DISTANCE OF 40.37 FEET; THENCE N 22°02'47" W A DISTANCE OF 44.59 FEET; THENCE N 07°21'32" W A DISTANCE OF 56.07 FEET; THENCE N 06°28'35"E A DISTANCE OF 66.40 FEET; THENCE N 09°56'22" E A DISTANCE OF 69.15 FEET; THENCE N 03°38'16"E A DISTANCE OF 51.88 FEET; THENCE N 07°17'28" E A DISTANCE OF 82.16 FEET; THENCE N 06°29'56" E A DISTANCE OF 74.86 FEET; THENCE N 06°07'02" E A DISTANCE OF 85.01 FEET; THENCE N 03°46'47" E A DISTANCE OF 82.82 FEET; THENCE N 05°23'36" E A DISTANCE OF 74.88 FEET; THENCE N 02°17'48" E A DISTANCE OF 105.33 FEET; THENCE N 01°38'19" E A DISTANCE OF 59.59 FEET; THENCE N 00°48'14"E A DISTANCE OF 50.18 FEET; THENCE N 02°25'45" W A DISTANCE OF 70.13 FEET; THENCE N 00°54'02" E A DISTANCE OF 73.67 FEET; THENCE N 00°51'34" W A DISTANCE OF 54.76 FEET; THENCE N 15°43'00" W A DISTANCE OF 48.82 FEET; THENCE N 13°29'58" E A DISTANCE OF 47.07 FEET; THENCE N 00°44'51" E A DISTANCE OF 55.85 FEET; THENCE N 10°39'19" E A DISTANCE OF 32.52 FEET; THENCE N 04°07'17" E A DISTANCE OF 41.62 FEET; THENCE N 12°35'16" E A DISTANCE OF 38.67 FEET; THENCE N 00°20'34" W A DISTANCE OF 38.40 FEET; THENCE N 18°05'31" E A DISTANCE OF 47.83 FEET; THENCE N 03°58'33" W A DISTANCE OF 48.95 FEET; THENCE N 19°51'27" E A DISTANCE OF 34.70 FEET; THENCE N 09°34'39" E A DISTANCE OF 34.06 FEET; THENCE N 04°50'50" W A DISTANCE OF 28.60 FEET; THENCE N 02°58'56" W A DISTANCE OF 30.74 FEET; THENCE N 44°25'19" W A DISTANCE OF 31.56 FEET; THENCE N 41°39'56" W A DISTANCE OF 33.84 FEET; THENCE N 06°02'21" E A DISTANCE OF 19.31 FEET; THENCE N 29°15'43" W A DISTANCE OF 30.89 FEET; THENCE N 50°20'45" W A DISTANCE OF 65.85 FEET; THENCE N 37°39'56" W A DISTANCE OF 20.94 FEET; Page 22 of 27 Words underlined are added;words strtsleugh are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 28 of 37 THENCE S 87°18'03" W A DISTANCE OF 18.51 FEET; THENCE N 86°53'50" W A DISTANCE OF 40.70 FEET; THENCE N 57°38'19" W A DISTANCE OF 57.04 FEET; THENCE N 02°52'44"E A DISTANCE OF 160.84 FEET; THENCE N 49°42'21" W A DISTANCE OF 597.21 FEET; THENCE S 89°37'33" W A DISTANCE OF 99.83 FEET; THENCE S 89°55'08" W A DISTANCE OF 166.80 FEET; THENCE S 88°18'59" W A DISTANCE OF 113.40 FEET; THENCE S 80°55'44" W A DISTANCE OF 95.52 FEET; THENCE S 79°29'17" W A DISTANCE OF 110.57 FEET; THENCE S 76°51'49" W A DISTANCE OF 41.22 FEET; THENCE S 80°58'38" W A DISTANCE OF 97.67 FEET; THENCE S 00°15'02" E A DISTANCE OF 14.22 FEET; THENCE S 02°32'20"E A DISTANCE OF 115.00 FEET; THENCE S 01°32'34" E A DISTANCE OF 162.95 FEET; THENCE S 03°27'04" E A DISTANCE OF 258.87 FEET; THENCE S 02°19'37" E A DISTANCE OF 134.05 FEET; THENCE S 01°54'49" E A DISTANCE OF 228.80 FEET; THENCE S 12°19'49" W A DISTANCE OF 138.96 FEET; THENCE S 00°13'30" W A DISTANCE OF 106.34 FEET; THENCE S 00°57'26" E A DISTANCE OF 183.14 FEET; THENCE S 00°25'29" E A DISTANCE OF 198.17 FEET; THENCE S 00°11'39" W A DISTANCE OF 266.76 FEET; THENCE S 05°38'48" E A DISTANCE OF 224.75 FEET; THENCE S 10°06'13" W A DISTANCE OF 120.53 FEET; THENCE S 01°04'58" W A DISTANCE OF 140.82 FEET; THENCE S 03°23'55" W A DISTANCE OF 151.19 FEET; THENCE S 02°59'31"E A DISTANCE OF 119.51 FEET; THENCE S 05°46'18" E A DISTANCE OF 102.72 FEET; THENCE S 07°48'56" W A DISTANCE OF 107.22 FEET; THENCE S 04°20'54" W A DISTANCE OF 96.70 FEET; THENCE S 09°24'56" W A DISTANCE OF 46.38 FEET; THENCE S 03°07'47" W A DISTANCE OF 121.65 FEET; THENCE S 03°15'39" E A DISTANCE OF 114.46 FEET; THENCE S 01°49'39" E A DISTANCE OF 17.40 FEET; THENCE S 03°04'19" E A DISTANCE OF 174.38 FEET; THENCE S 01°30'31" W A DISTANCE OF 100.17 FEET; THENCE S 08°36'00" E A DISTANCE OF 83.03 FEET; THENCE S 13°07'39" W A DISTANCE OF 117.05 FEET; THENCE S 07°13'04" E A DISTANCE OF 111.66 FEET; THENCE S 01°39'48" W A DISTANCE OF 135.61 FEET; THENCE S 00°35'56" E A DISTANCE OF 131.33 FEET; THENCE S 00°17'42" E A DISTANCE OF 109.49 FEET; THENCE S 03°10'11" W A DISTANCE OF 110.73 FEET; THENCE S 02°09'16" W A DISTANCE OF 116.69 FEET; THENCE S 45°16'56" W A DISTANCE OF 59.99 FEET; THENCE S 74°32'54" W A DISTANCE OF 84.14 FEET; Page 23 of 27 Words underlined are added;words st > sh are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 29 of 37 THENCE S 58°15'44" W A DISTANCE OF 118.62 FEET; THENCE S 46°16'00" W A DISTANCE OF 108.96 FEET; THENCE S 22°03'28" W A DISTANCE OF 92.32 FEET; THENCE S 10°45'07" W A DISTANCE OF 87.02 FEET; THENCE S 12°37'06"E A DISTANCE OF 71.86 FEET; THENCE S 30°30'55" E A DISTANCE OF 168.62 FEET; THENCE S 13°44'17"E A DISTANCE OF 123.28 FEET; THENCE S 01°07'55" W A DISTANCE OF 133.48 FEET; THENCE S 00°19'51" E A DISTANCE OF 99.15 FEET; THENCE S 00°08'35" W A DISTANCE OF 129.35 FEET; THENCE S 01°06'00" E A DISTANCE OF 146.15 FEET; THENCE S 01°47'41"E A DISTANCE OF 63.16 FEET; THENCE S 05°37'53" E A DISTANCE OF 63.46 FEET; THENCE S 20°54'16" E A DISTANCE OF 53.38 FEET; THENCE S 81°54'17" E A DISTANCE OF 85.94 FEET; THENCE S 68°58'44" E A DISTANCE OF 64.05 FEET; THENCE S 12°53'05" E A DISTANCE OF 103.13 FEET; THENCE S 32°06'18" E A DISTANCE OF 157.83 FEET; THENCE S 13°40'02" E A DISTANCE OF 142.14 FEET; THENCE S 13°22'03" E A DISTANCE OF 80.57 FEET; THENCE S 12°26'23" E A DISTANCE OF 81.14 FEET;. THENCE S 14°13'31" E A DISTANCE OF 114.43 FEET; THENCE S 13°32'09" E A DISTANCE OF 116.39 FEET; THENCE S 13°43'O1"E A DISTANCE OF 155.56 FEET; THENCE S 14°06'51" E A DISTANCE OF 125.03 FEET; THENCE S 13°27'28" E A DISTANCE OF 154.73 FEET; THENCE S 13°32'29" E A DISTANCE OF 126.98 FEET; THENCE S 13°18'51" E A DISTANCE OF 118.43 FEET; THENCE S 14°23'55" E A DISTANCE OF 137.51 FEET; THENCE S 13°28'13" E A DISTANCE OF 244.37 FEET; THENCE S 13°32'53" E A DISTANCE OF 183.37 FEET; THENCE S 13°56'07" E A DISTANCE OF 117.94 FEET; THENCE S 12°49'58" E A DISTANCE OF 203.67 FEET; THENCE S 13°31'17" E A DISTANCE OF 236.60 FEET; THENCE S 13°40'36" E A DISTANCE OF 284.65 FEET; THENCE S 13°53'05" E A DISTANCE OF 308.95 FEET; THENCE S 13°33'29" E A DISTANCE OF 222.65 FEET; THENCE S 13°16'55" E A DISTANCE OF 220.95 FEET; THENCE S 15°40'16" E A DISTANCE OF 103.69 FEET; THENCE N 78°54'42" E A DISTANCE OF 48.08 FEET; THENCE N 75°28'19" E A DISTANCE OF 203.67 FEET; THENCE N 75°27'39" E A DISTANCE OF 133.74 FEET; THENCE N 75°29'53" E A DISTANCE OF 244.51 FEET; THENCE N 75°11'30" E A DISTANCE OF 177.24 FEET; THENCE S 27°22'24" E A DISTANCE OF 27.74 FEET; THENCE N 75°47'16" E A DISTANCE OF 50.04 FEET; THENCE N 82°37'09" E A DISTANCE OF 35.65 FEET; Page 24 of 27 Words underlined are added;words steles are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 30 of 37 THENCE N 78°49'32" E A DISTANCE OF 63.59 FEET; THENCE N 77°20'56" E A DISTANCE OF 55.23 FEET; THENCE N 73°27'58" E A DISTANCE OF 83.41 FEET; THENCE N 74°13'53" E A DISTANCE OF 81.57 FEET; THENCE N 82°21'17" E A DISTANCE OF 38.21 FEET; THENCE N 01°48'52"E A DISTANCE OF 38.59 FEET; THENCE N 75°26'49" E A DISTANCE OF 156.74 FEET:, THENCE N 75°30'50" E A DISTANCE OF 227.21 FEET; THENCE N 75°17'29" E A DISTANCE OF 184.50 FEET; THENCE N 75°36'35" E A DISTANCE OF 136.26 FEET; THENCE N 13°17'28" W A DISTANCE OF 2405.14 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°10'25" AN ARC DISTANCE OF 225.06 FEET; THENCE N 76°52'57" E A DISTANCE OF 1105.19 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 143.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 84°16'05"AN ARC DISTANCE OF 210.32 FEET:, THENCE S 24°05'33" E A DISTANCE OF 13.04 FEET; THENCE S 09°04'19" E A DISTANCE OF 42.60 FEET; THENCE S 08°08'36" E A DISTANCE OF 50.76 FEET; THENCE S 02°28'55" E A DISTANCE OF 55.20 FEET; THENCE S 07°32'36" E A DISTANCE OF 63.70 FEET! THENCE S 03°31'36" E A DISTANCE OF 53.70 FEET; THENCE S 07°07'02" E A DISTANCE OF 52.33 FEET; THENCE S 01°38'55" E A DISTANCE OF 50.60 FEET; THENCE S 05°59'11" W A DISTANCE OF 30.09 FEET; THENCE S 11°09'44"E A DISTANCE OF 61.38 FEET; THENCE S 10°56'48" E A DISTANCE OF 67.00 FEET; THENCE S 24°50'18" W A DISTANCE OF 29.34 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 89°09'03" W AND HAVING A RADIUS OF 143.00 FEET:, THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 15°29'26" AN ARC DISTANCE OF 38.66 FEET; THENCE S 14°38'29" W A DISTANCE OF 263.30 FEET; THENCE S 15°05'58" W A DISTANCE OF 40.43 FEET; THENCE S 00°22'20" E A DISTANCE OF 36.09 FEET; THENCE S 25°28'54" E A DISTANCE OF 12.14 FEET; THENCE S 12°52'31" E A DISTANCE OF 23.20 FEET; THENCE S 11°22'20" E A DISTANCE OF 40.94 FEET; THENCE S 25°58'09" E A DISTANCE OF 35.12 FEET; THENCE S 12°22'02" E A DISTANCE OF 88.08 FEET; THENCE S 27°11'49"E A DISTANCE OF 47.72 FEET; THENCE S 08°54'23" E A DISTANCE OF 23.56 FEET; THENCE S 13°04'05" E A DISTANCE OF 50.15 FEET; THENCE S 12°21'03" E A DISTANCE OF 42.36 FEET; THENCE S 13°50'10" E A DISTANCE OF 69.53 FEET; Page 25 of 27 Words underlined are added;words sttuelc sugh are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 31 of 37 THENCE S 14°06'26" E A DISTANCE OF 50.91 FEET; THENCE S 12°56'O1" E A DISTANCE OF 226.79 FEET; THENCE S 23°25'59"E A DISTANCE OF 65.95 FEET; THENCE S 13°05'58" E A DISTANCE OF 74.88 FEET; THENCE S 19°56'02" E A DISTANCE OF 39.16 FEET; THENCE S 18°26'12" E A DISTANCE OF 81.19 FEET; THENCE S 09°26'34" E A DISTANCE OF 63.58 FEET; THENCE S 14°24'58" E A DISTANCE OF 49.28 FEET; THENCE S 13°31'43" E A DISTANCE OF 79.63 FEET; THENCE S 12°38'17" E A DISTANCE OF 54.03 FEET; THENCE S 16°42'31" E A DISTANCE OF 64.93 FEET; THENCE S 13°23'52"E A DISTANCE OF 49.49 FEET; THENCE S 15°58'47" E A DISTANCE OF 60.52 FEET; THENCE S 12°07'44" E A DISTANCE OF 44.49 FEET; THENCE S 16°29'40" E A DISTANCE OF 56.83 FEET; THENCE S 19°13'22" E A DISTANCE OF 84.72 FEET; THENCE S 11°28'02" E A DISTANCE OF 65.80 FEET; THENCE S 14°19'45" E A DISTANCE OF 73.35 FEET; THENCE S 14°38'09" E A DISTANCE OF 74.83 FEET; THENCE S 14°13'10" E A DISTANCE OF 67.12 FEET; THENCE S 18°23'40" E A DISTANCE OF 78.51 FEET; THENCE S 11°27'34"E A DISTANCE OF 76.18 FEET; THENCE S 13°43'27" E A DISTANCE OF 78.55 FEET; THENCE S 13°57'22" E A DISTANCE OF 66.50 FEET; THENCE S 10°03'07"E A DISTANCE OF 104.12 FEET; THENCE S 13°15'35" E A DISTANCE OF 112.13 FEET; THENCE N 82°38'54" E A DISTANCE OF 21.21 FEET; THENCE S 12°34'09" E A DISTANCE OF 55.35 FEET; THENCE S 67°29'40" W A DISTANCE OF 66.71 FEET; THENCE S 76°06'58" W A DISTANCE OF 110.47 FEET; THENCE S 74°42'06" W A DISTANCE OF 88.60 FEET; THENCE S 79°58'45" W A DISTANCE OF 100.97 FEET; THENCE S 77°15'49" W A DISTANCE OF 144.49 FEET; THENCE S 75°05'02" W A DISTANCE OF 171.90 FEET; THENCE S 79°03'25" W A DISTANCE OF 87.70 FEET; THENCE S 75°35'47" W A DISTANCE OF 234.26 FEET; THENCE S 73°21'58" W A DISTANCE OF 67.19 FEET; THENCE S 83°03'23" W A DISTANCE OF 94.50 FEET; THENCE N 21°37'15" W A DISTANCE OF 8.91 FEET; THENCE N 50°09'26" W A DISTANCE OF 48.41 FEET; THENCE S 53°06'48" W A DISTANCE OF 36.67 FEET; THENCE S 40°33'45" W A DISTANCE OF 36.67 FEET; THENCE S 76°21'09" W A DISTANCE OF 1142.36 FEET; THENCE S 07°11'43" W A DISTANCE OF 30.26 FEET; THENCE S 45°41'31" W A DISTANCE OF 86.40 FEET; THENCE S 38°24'30" W A DISTANCE OF 74.31 FEET; THENCE S 23°53'52" W A DISTANCE OF 68.04 FEET; Page 26 of 27 Words underlined are added;words strusk-thr-eugh are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 32 of 37 THENCE S 19°00'46" W A DISTANCE OF 75.66 FEET; THENCE S 06°46'05" W A DISTANCE OF 109.79 FEET; THENCE S 00°40'52" E A DISTANCE OF 79.53 FEET; THENCE S 01°14'39" W A DISTANCE OF 115.41 FEET; THENCE S 19°20'52" W A DISTANCE OF 64.50 FEET; THENCE S 86°23'57" W A DISTANCE OF 68.95 FEET; THENCE S 81°29'04" W A DISTANCE OF 390.02 FEET; THENCE S 12°44'47"E A DISTANCE OF 154.92 FEET; THENCE S 15°12'49" E A DISTANCE OF 159.10 FEET; THENCE S 15°33'46" E A DISTANCE OF 241.41 FEET; THENCE S 09°50'32" E A DISTANCE OF 169.78 FEET; THENCE S 12°54'26" E A DISTANCE OF 140.03 FEET; THENCE S 20°27'43" W A DISTANCE OF 41.00 FEET; THENCE S 66°58'09" W A DISTANCE OF 32.13 FEET; THENCE S 83°46'58" W A DISTANCE OF 132.59 FEET; THENCE S 83°47'24" W A DISTANCE OF 132.37 FEET; THENCE S 86°31'48" W A DISTANCE OF 155.77 FEET; THENCE S 84°46'57" W A DISTANCE OF 129.69 FEET; THENCE S 86°34'27" W A DISTANCE OF 147.14 FEET; THENCE S 85°06'14" W A DISTANCE OF 134.31 FEET; THENCE S 84°20'38" W A DISTANCE OF 108.99 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE EASTERLY WHOSE RADIUS POINT BEARS N 75°02'51" E AND HAVING A RADIUS OF 2800.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°03'04" AN ARC DISTANCE OF 51.37 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF AFORESAID SECTION 3; THENCE N 13°54'05" W ALONG SAID PARALLEL LINE A DISTANCE OF 538.79 FEET; THENCE N 13°53'49" W ALONG SAID PARALLEL LINE A DISTANCE OF 2640.03 FEET; THENCE N 13°54'12" W ALONG SAID PARALLEL LINE A DISTANCE OF 2601.00 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 3100.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 13°38'34"AN ARC DISTANCE OF 738.14 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF THE SOUTHWEST QUARTER OF AFORESAID SECTION 34; THENCE N 00°15'38" W ALONG SAID PARALLEL LINE A DISTANCE OF 2358.37 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 34; THENCE N 00°15'41" W ALONG SAID PARALLEL LINE A DISTANCE OF 2754.21 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF THE SOUTHWEST QUARTER OF AFORESAID SECTION 27; THENCE N 00°15'45" W ALONG SAID PARALLEL LINE A DISTANCE OF 2757.14 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 1,245.15 ACRES. REFERENCE ABB DRAWING#12904-SD Page 27 of 27 Words underlined are added;words struckeugh are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 33 of 37 SRA CREDIT AGREEMENT EXHIBIT "B" -_ __.__-__--_ g.•25'TYPE(D)LB.E. 26'TYPE(D)L.B.E._ OIL WELL RD-- - - -- LONOWATER VILLAGE SRA LAND USE SUMMARY 'A•2 LANE LOCAL ROAD-, 10'U E 1 I ' ' NEIGHBORHOOD GENERAL CONTEXT ZONE CONNECTION TO II 10' A 6 BOL DESCRIPTION ACRES RIVERGRASS VILLAGE E AG •00',g � :.4 NEIGHBORHOOD GENERAL i10.31 �� 4\1'. 4 NEIGHBORHOOD GENERAL COMMERCIAL AREA 2.96 �_y E S ROAD R O W. 145.41 ... ^ 1 .1 L I« AMENITY CENTERS 18.01 e�/ 500'• A -ARKS* 12.18 I'I `� - j AR 1 .' RK PRESERVES r 9.52 10'TYPE IA) I V I -�1 J ., Cr) . S _284.72 L.B.E.'' 94/4011 1 I Q M E.&MISC OPEN AREA 110 46 1111(�� ,-CENi' _ ` Ll PERT TER BUFFERS 5-09 "B DENOTES ESA I HSA----tT�' - _ T ©'.'' 10'UTIL YEASEMENT 1.05 300'&500'SETBACKS Ir. _ I i NEIGH�•-HOOD GENERAL CONTEXT ZONE TOTAL ) F _ LLAGE CENTER CONTEXT ZONE 979.73 ZONING ) !�/ 1.'-��� A-MHO-RLSAO I / /f , I ,��10'TYPE -r- I I VILLAGE CEN - I 20.6 / // (Al L.B.E. SRA BOUNDAR OTAL 999.131 MISC.OPEN SPACE NOT ' �I r' 1\ 1 *SOUTH PARK AREA INCLUDES H M �I I 0 -CELLS ABOVE N SSA,SRA OR WRA i - �/ E, E SSA-17 I d WRA LAND SE SUMMARY � r'� I ;-- �- SYMBOL I OE ••••IPTION ACRES E I F�' I� LAKE TRACTSRcI WRAI I 11059 1 J !�/:/ SSA-15 ROAD R O.W.I4ross WRAI 2 d7 ). i WRA AREA TOTAL 113.O8 ! WRA LEND USERS WITHIN SSA AND IS NOT INCLUO. '' \��._-.-._t 1 IN THE SRA BOUNDARY THE WM AREA IS NOT r;, I i1, i 1, 1 INCLUDED IN THE OPEN SPACE CALCUATONS. 2 WHERE THE VILLAGE IS ADJACENT TO AN SSA OR �r ` _ '' PRESERVE,NO PERIMETER BUFFER IS REQUIRED. f �� --�--� 5 EXCEPT AS MAY BE REQUIRED BY SOUTH FLORIDA �1 *0.TYPE(A)!O. WATER MANAGEMENT DISTRICT PERN+T V `� L.B.E. . �' ZONING I_.�M1 ,, ANHENI z__ AG A-MHO-RLSAO ' CHIRP I.\ .. \�Q�J/ D/5 \ `I SEE SHEET 7 FOR MAIN SPINE C. /: . )M `�\, ROAD CROSS SECTION e ZONING 7// I A-MHO-RLSAO 'O� /PARII J r �/ f t i 200'R.O.W. 1 t\ '.: I �" "'M ,o U.E. SSA-17 ©• JL�/ �('r °•! 25'TYPE ID)L.B.E. tttt jr^�\J�/�;.I J! u ff „j 1 • �` __ 1 II It \_^� `V4 ZONING o-I "- .�• sJ \ --- -II + A-MHO-RLSAO SSA-17 AG J IriS I - -- ` 2 J OPEN SPACE CALCULATIONS _ ��, 1 r-� 1( OPEN 0` //'•vJ OPEN I 1�4 t t 1) ': J/�,;)// {I / LAND USE ACRES SPACE% SPACE ��JJ 1 I E 7 l� ACRES �( ) • /, 1�\V! e GHBORHOOD AREA 416.31 0.00 82.06 -.- '� -- \` rf�// I N 'OMMERCIALAREA 2.99 10.00% 0.70 ��M�''TI� .. 17 VVV ROA.ROW. 145,41 15.00% 21.91 I CEN R I `\_�L 4 AMEN CENTERS 19.01 3000% 340 -�- , �It A PARKS 12.1E 50.00% 609 1 _S.- A6NL111 T c • PARK PR= LOVES 9.52 100.00% 9.52 CENT:f C� ' LAKES 264.72 100.00% 264,72 I ((((jjjj -10-TYPE- � � \. V,I, LAKE MAAMT• CE EASEMENT- 1/ . �1\ C�IA)L.B.E. \ (,f N ‘%v"�. LM.E.6 MISC...: AREA 110.46 100.00% 110.46 c �{ `-' PERIMETER EUF --S 509 10000% 3.09 'tl I I •. 10'UTILITY EASEM 1.05 /00.00% 1.05 L_ VILLAGE CENTER 2006 30007E 601 ,F BCSD PROPERTY LINE 1 1 I- ) TOTAL OPEN SPACE P- VIDEO 512.52 / -PANTHER- a.A..HB 6` S •-17 { i1 FENCE A MINIMU)A REQUIRED OPENS CE.35%049.93kUI T ���(�I --PROVIDES/OPEN SPACE.51..°'. ZONING /.. 8`.II 1 . A-MHO-RLSA• SSA-17 • ^_ `\ ter` , a AG ~+ // • \- \J • POTENTIAL NATURE VIEWING P TFOR MS g THESE LA •S WHICH HAVE AN \/ ( y' 11 "^'H NRI SCO GREATER THAN 1.2 ` ZONING WI BE MAINTAINED IN A 7 A-MHO-RLSAO PREDOM1II TELY NATURAL STATE e MISC.OPEN SPACE NOT SSA.SRA• WRA 7\ f3 • ■/ea1�j A-MHO-RLSAO - SSA-17 r,'' •. \ -_.. WO LA,lien' ... _. .._� :M1 �YM�wvv __ ��T~' 7 ' THE MASTEN RAM&CONCEPTUAL INTERNAL- •D BBC // I ALIGNMENT&LABE BITING AND CONFIGURATION ' DPIBLOPMENT AREAS ARE SUBJECT TO P >> MODIFICATION 9ATHM THE ELSA:.VIOELRIES AT T ", L OF ANAL DEVELOPMENT ORDER. ,14I ILI COLLIER ENTERPRISES MANAGEMENT, C, - 1 RNFIIN L ONG.WA TER VILLAGE RIINOAI:P.INC. - -' - SRA SUB II TAL PLANS • � ..�..... ..... • .1•,, r.a-. .. EXHIBIT rrA) .Zw MASTER PLANBLACK,S WHITE Words underlined are added;words struck rough are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 34 of 37 C TOWN OF BIG CYPRESS SRA LAND USE SUMMARY a., 500, • j- NEIGHBORHOOD GENERAL CONTEXT ZONE ,F-.OIL WELL GRADE RD. LOW. SYMBOL DESCRIPTORACRES AMNDA.s.c NEIGHBORHOOD GENERAL SB7,R rniiim t 'I COMMERCIAL.CMG - to uE _ ROAD R.O W. 3.92 HSA `_..-Yj' AMENTY CENTERS 123.40 'f ` ^Te loll Re 'T'�T'r'` COMMUNITY PARK OR 44.45 w T+rf m ��.�, ,,,,,,:� PARKS • - 13.82 --- ....d M1rf lolLal. --OIL WEL ;a - - .. PARK PRESERVES • 9.52 --- ;: LAKES 28689 ANB lOCAI D , LAKE M.E LAND MISC OPEN AREA 16011 OR YNL c1011� 7[® a+ SA PERIMETER LANDSCAPE BUFFERS 418 '- UTILTYSITE ti , _ 5.32 l .,.i 300 -i ._ ... .. S L ••1L MENT'RYSCHOO 0.81A��?' wwD•-e!,- -.._._ H ELEMENTARY SCHOOL SITE 2793 SSAIT GENERAL IT' LRe " FSA NEIGHBORHOOD GENERAL CONTEXT ZONE TOTAL i Z36.64 CONDITIONAL -. AFFORDABLE CONTEXT ZONE use(GCUI I NOreA sAIHeA 600' Too Aar eerencKe-AFFORDABLE HOUSING(MF-1 8 AF-2) IRA 9811 � � � TOWN CORE CONTEXT ZONE I { '' TOWN CORE hi.35.66 • J t tPILeF12,222, INE BUISNESS PARK CONTEXT ZONE I •+wo«lG.n BUSSS PARKS 18P-1 I BP-21 (011165.03 ,// r, ��CC// TOWN CENTER CONTEXT ZONE -,r SSA-17 • -•fTf� (TOWN CENSER(Ad m N pce to IB Ave.NE) AA 20.n - Ili, se iSM ` SSA-1 S y SRA BOUNDARY TOTAL 1,5 A6 /c A SOUTH PAR K AREA INCLUDES Id110 Ac CELLS ABOVE I.?NRI /, yy_ AA ACREAGES ARE GROSS ANDNCIVDE ROA05.LAKE9I.ME.B OPEN SPACE • 3,o a11R DENOTES PANTHER WILDLIFE FENCING LOCATIONS ' NeiE SSANS L I DENOTES FUTURE COUNTY ROAD RIGHT.OFWAY NOT IN SRA ' ` BOUNDARY WRA LAND USE SUMMAARY ' .p •' A of SYMBOL DESCRIPTION ACRES Ii LAKE TRACTS(Includes L.M E.I 50 03 r. tI_.L, AG VESTED LAKE TRACTS dud LM.EL 98.86 •^'... ' r r f ( IIROAD FLOW.(.woac WRAi 11 Rw,aw.wT WRA AREA TOTAL 154151 qqqE�, .o•u.e. SSA-17 # iP'I RR7i' moI ll BF ) - � '' SEE SHEET 7 FOR MAIN SPINE Row „ ,� ,•6;ty4wy / ROAD CROSS SECTION _ �aI' .� '� :Y'L - MECML NOTES. ADNwo M.R� is F�+--'S<7 T ,SSA-1Jl 1. REQUIRED LANDSCAPE BUFFERS EASEMENTS THAT ARE er,Tee �Fj ';�Lt' �+ NOTINOCA TFD ON CERTAIN PARCEL S HEREON NALL BF it.Y •eli � �� I - PROWpEO AS REQUITED AT THE Oi DO 3y, 11 � ..• 2. WRA LAIR USE IS WITHIN SSA AND IS NOT INCLUDED IN t -_y5 'Y'�� 111E SRA BOUNDARY THE WRA AREA IS NOT INCLUDED IN ? 7 THE OPEN SPACE CALCULATIONS 10'LCEC EASEMENT-*. • � J. WHERE THE TOWN IS ADJACENT TO AN SSA OR _ '�� $ PRESERVE NO PERIMETER BUFFER IS RFWMFO ���jjjOMMI m E•CEP,AS MAY BE RE OARED BY SOUTH FLORIDA . e WATER MANAGEMENT DISTRICT PERMIT _�I j T. OVEN THE DONAOON OF THE RIGHT Of WAY FOR OIL THESE LANDS WHICH HAVE AN aws�- ,, ��1 WELL ROAD THE FACT THAT THE FUTURE NRI SCORE GREATER THAN 1 2 !cc- 8 ` I :b CONSTRUCTION OF BIG CYPRESS PARKWAY AND WILL BE MAINTAINED IN A N10EMNG OF DI.WELL ROAR WILL INCLUDE SIOEWALKS �=w WITHIN THE ROW OF THESE ARTERIAL ROADWAYS,A ND PREDOMINATELY NATURAL STATE 7 i r,nrNfR FTNce In6l ROAD WAGE FEES INCLUDE THE CONSTRUCTION OF SSA-17 SIDEWALKS.PAYMENT IN LIEU SHALL NOT BE REQUIRED i:j FOR THE PROJECTS FRONTAGE ON OIL WELL ROAD ANO ;'E\CONNECTOR ROAD I f FUTURE SIG CYPRESS PARKWAY 3CNI10 { S .e, n In NRR MEWING .�I.NR emATes AG •e DENOTES GROSS PROPERTY BOUNDARIES Iiii - .,.s.; :ANeK: SSA-17 L ,«wonLs•n •rNDM11. .,2�, uryes c 1 fl*'' liti SSA 17 BCSO PROPERTY LINE ' POTENTIAL FUTURE j Ac. -- O►EN SPACE CALCULATIONS _ '-::' TRANSFER STATION OR OPEN OPEN A'rR( PARK AND RIDE LAND USE ACRES!SPACE SPACE '.e N ACRES' '�' ORM NEIGHBORHOOD GENERAL 40732I 2000% 9746 COMMERCIAL•CIVIC - ), 312 1000 031 /Y. ROAD RO.W'A 9d 78 15 00% 29.22 r^�_._._ 1 LS'L.E.E w10'U.E INCLUDED IN ADJACENT PARCEL'• < AMENITY CENTERS _ 23.A0I 3000c' 7.02 SSA-17 COMMUNE?PARK 32.33 50.00% 16,18 AREAS FROM SPINE ROAD INTERSECTION OF BIG Q CYPRESS PARKWAY TO SCHOOL SITE SOUTH P11 111 `O PARKS O f .� ! f yf 1a.68� 50.00% T.N PARK PRESERVES 9.521 5.52 LAKES 8 3343 41 /00.00% 371.11 :_ - - LAN!IAM 61= E i 8C OPEN AREA* 1t81q 100.00% 176.10 nr•. T •. PERIMETER BLUFFERS 436I 10000.E 4.18 S ,a(806 LESLTY SITES 632 Ism% 0.80 r /E,,CONNECTOR ROAD '^ to'17TTL1Y EASEMENT 0.81100.00% 007 • AFFORDABLE SCHOOL M7[ 2TA3 10.00% 2.79 TOWNCOREEIpUBWW EAF.I6AF-2I 2546 1000% 12.53 ?V TOWN ''- .•-.,A,1 15.15 10.00% aAI INTERIM ROAD ACCESS PER 3�:f'""� ( ) 178.13 78.007E 1t.82 1L BUSINESS PARKS SP-1 8 B0.2 SECTION(Al 80'CROSS e SSA-18: TOWN CENTER(Adjacent to TBfll Ave.NE) 20.93 10.00% 2.00 P.o•..w SECTION TO BELLMAR VILLAGE -. _ _ TOTAL OPEN SPACE PROVIDED 718.00 sea IOC --- ..__ .'' OPEN SPACE CALCULATION NOTES: � 1' MINIMUM REQUIRED OPEN SPACE:35%of TOTAL SRA 1.544 46•540.56 AD PROVIDED DISCLAIMER' SSA- OPEN SPACE•46.36%1716.06 Ac.I iDIEM11STE111'LANBCpICEPtUAL.INTEIINAL ROAD _ W2. AREAS IN ABOVE OPEN SPACE TABLE FOR COMMUNITY PARK,AFFORDABLE ALIGNMENTS.LAKE SIRING ANDEAS ARE SUBJECT OF 1 HOUSING.BUSINESS PARKS A TOWN CORE LAND USES DENOTE NET DEVELOPMENT DEVELOPMENT AREAS 05 SUBJECT TO 1 MOpFIGTON VATWN THE RUM GUIDELINES AT TIME .' AREA WHICH EXCLUDES LAKES,ROAD R.O.W d L.M.E..OPEN SPACE THOSE AREAS OF FINAL DEVELOPMENT OIOFR. I •I • ARE INCLUDED IN THE APPROPRIATE CATEGORY IN THE OPEN SPACE TABLE ABOVE :\pit I _ TOWN TARPON BLUE CE MANAGEMENT,LLC 'e{y OF BIG CYPRESS D,IRRPN 01 _ BI11 NI)A('f I\(. SPA SUBMITTAL PLANS ..._... ....,..,� L+Rw..ua - w..... fAHISIT(A) - ... MASTER PLAN BLACK A WHITE 111E "'T Words underlined are added;words dough are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 35 of 37 SRA CREDIT AGREEMENT EXHIBIT "C" Land Use Summary Use Density or In+ it Residential f Civics Co + l 7 o* *r,tutional ... 26,000 square feet • Longwater Village SRA contains 999.81+ acres. • • Space, 162.59 acres above the RLSA 35%requirement for Open Space. ex lading ^ o e o a: 3-5 and public use acreage). • • f ) • . • to \Till e co n a * a 1 a •*t n CSC Overlay. • Longwater Village SRA does not include, nor is it adjacent to, lands designated Flowway S e��ar eA'�^,Habitat Stewardship Area (HSA). _^ngv-yt'er Vill•ig=-lees net in=lTia 'tny 1 nos 'i'sign•t*-d Water f.etention Area (WkA). Use Density or Intensity Min. 2,427 Dwelling Units/Max. 4,432 Residential Dwelling Units of which 882 are Affordable Housing Commercial/Light Industrial Min. 753,440 SF/Max. 1,390,000 SF Civic Min. 66,480 SF/Max. 86,000 SF Community Park 44.45 Acres Elementary School Site 27.9 Acres • The Town of Big Cypress SRA contains 1,544.46±acres. • The Community Park acreage is derived by multiplying the total number of DUs approved in Rivergrass Village SRA (2,500 DUs), Bellmar Village SRA (2,750 DUs) and the maximum DUs for Town of Big Cypress SRA (4,432 DU) by 200 SF, as provided for in the Town Agreement and consistent with RLSA Overlay Policy 4.7.1. The SRA also includes an additional 13.82t acres of neighborhood parks, 9.52±acres of park preserves, and 23.40+ acres of amenity centers. • The Town of Big Cypress SRA provides 116.14+acres of public benefit use area: o Elementary School Site 27.93+acres o Neighborhood General Affordable Housing 88.21+acres o Total Public Benefit Use 116.14+acres • The Town of Big Cypress provides 716.06+acres (46.36+percent) of Open Space. Words underlined are added;words str•c'�.�ugh are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 36 of 37 • The Town of Big Cypress incorporates 151.45±acres of WRA Lakes, external to the SRA boundary, as part of the development and requiring stewardship credits. • The Town of Big Cypress SRA does not include lands within ACSC Overlay. • The Town of Big Cypress SRA does not include lands designated Flowway Stewardship Area(FSA), Habitat Stewardship Area(HSA) or Water Retention Area (WRA). Words underlined are added;words strucktthfaugh are deleted. First Amendment to Longwater SRA Credit Agreement 4-14-2023 Page 37 of 37