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Backup Documents 06/08/2021 Item # 9A ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP 9 A TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE Print on pink paper. Attach to original document. The completed routing slip and original documents are to be forwarded to the County Attorney Office at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later than Monday preceding the Board meeting. **NEW** ROUTING SLIP Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the exception of the Chairman's signature,draw a line through routing lines#1 through#2,complete the checklist,and forward to the County Attorney Office. Route to Addressee(s) (List in routing order) Office Initials Date 1. 2. 3. County Attorney Office County Attorney Office HO( 4. BCC Office Board of County Commissioners jr--(30/5/ -i4{� 5. Minutes and Records Clerk of Court's Office lIi't) Dial PRIMARY CONTACT INFORMATION Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the addressees above,may need to contact staff for additional or missing information. Name of Primary Staff Nancy Gundlach Phone Number (239)252-2484 Contact/ Department Agenda Date Item was icfa' - 92i- „l , �o �� Agenda Item Number 9.A. Approved by the BCC Type of Document Resolution �a/_ !!� Number of Original Attached Documents Attached PO number or account number if document is to be recorded INSTRUCTIONS & CHECKLIST Initial the Yes column or mark"N/A"in the Not Applicable column,whichever is Yes N/A(Not appropriate. (Initial) Applicable) 1. Does the document require the chairman's original signature? N.G. 2. Does the document need to be sent to another agency for additional signatures? If yes, N/A provide the Contact Information(Name;Agency;Address;Phone)on an attached sheet. 3. Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman,with the exception of most letters,must be reviewed and signed N.G. by the Office of the County Attorney. 4. All handwritten strike-through and revisions have been initialed by the County Attorney's N/A Office and all other parties except the BCC Chairman and the Clerk to the Board 5. The Chairman's signature line date has been entered as the date of BCC approval of the N.G. document or the final negotiated contract date whichever is applicable. 6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's N.G. signature and initials are required. 7. In most cases(some contracts are an exception),the original document and this routing slip N.G. should be provided to the County Attorney Office at the time the item is input into SIRE. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! _ 8. The document was approved by the BCC on 16-F- 2021 (date)and all changes N/A is not made during the meeting have been incorporated in the attached document. The - an option for County Attorney's Office has reviewed the changes, if applicable. this line. 9. Initials of attorney verifying that the attached document is the version approved by the N/A is not BCC,all changes directed by the BCC have been made,and the document is ready for the t' �'an option for Chairman's signature. this line. I:Forms/County Forms/BCC Forms/Original Documents Routing Slip WWS Original 9.03.04,Revised 1.26.05,Revised 2.24.05;Revised 11/30/12 9A RESOLUTION NO. 2021 - 1 1 9 A RESOLUTION OF THE COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS DESIGNATING 999.81 ACRES WITHIN THE RURAL LANDS STEWARDSHIP AREA ZONING OVERLAY DISTRICT AS A STEWARDSHIP RECEIVING AREA, TO BE KNOWN AS THE LONGWATER VILLAGE STEWARDSHIP RECEIVING AREA, WHICH WILL ALLOW DEVELOPMENT OF A MAXIMUM OF 2,600 RESIDENTIAL 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 65,000 SQUARE FEET AND AN AGGREGATE MAXIMUM OF 80,000 SQUARE FEET OF NEIGHBORHOOD-SCALE COMMERCIAL AND OFFICE IN THE VILLAGE CENTER CONTEXT ZONE AND NEIGHBORHOOD COMMERCIAL CONTEXT ZONE; A MINIMUM OF 26,000 SQUARE FEET OF CIVIC, GOVERNMENTAL AND INSTITUTIONAL USES; SENIOR HOUSING INCLUDING ADULT LIVING FACILITIES AND CONTINUING CARE RETIREMENT COMMUNITIES AND LIMITED TO 300 UNITS IF LOCATED IN THE NEIGHBORHOOD GENERAL CONTEXT ZONE; AND 18.01 ACRES OF AMENITY CENTER SITE; ALL SUBJECT TO A MAXIMUM PM PEAK HOUR TRIP CAP; AND APPROVING THE STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT FOR LONGWATER VILLAGE STEWARDSHIP RECEIVING AREA AND ESTABLISHING THAT 6697.76 STEWARDSHIP CREDITS ARE BEING UTILIZED BY THE DESIGNATION OF THE LONGWATER VILLAGE STEWARDSHIP RECEIVING AREA. THE SUBJECT PROPERTY IS LOCATED EAST OF DESOTO BOULEVARD, SOUTH OF OIL WELL ROAD AND WEST OF THE INTERSECTION OF OIL WELL GRADE ROAD AND OIL WELL ROAD, IN SECTIONS 22, 23, 26, 27, 34 AND 35, TOWNSHIP 48 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA. [PL20190001836] WHEREAS, Collier Enterprises Management, Inc. ("Applicant") has applied for Stewardship Receiving Area designation pursuant to Section 4.08.07 of the Collier County Land [19-CPS-01956/1633841/1]368 Longwater Village/PL20190001836 5/18/21 Page 1 of 3 9A Development Code ("LDC") for the village of Longwater Village Stewardship Receiving Area (herein referred to as "Longwater Village SRA"), which is nine hundred ninety-nine and eighty- one hundredths (999.81) 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 Longwater Village SRA by its approved SSA Credit and Easement Agreements; and WHEREAS, Applicant seeks to utilize 6697.76 Stewardship Credits generated from the Board's designation of CLH & CDC SSA 15, to entitle designation of the Longwater Village SRA, leaving 11,729.16 SSA 15 Stewardship Credits unused, NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA that: 1. The Board hereby approves and designates as the Longwater Village SRA the nine hundred ninety-nine and eighty-one hundredths (999.81) acres described in the legal description attached as Exhibit "A", subject to the requirements of the Longwater Village SRA Development Document and the Longwater Village SRA Master Plan both attached hereto as Exhibit ''B„ 2. The Board hereby approves the Stewardship Receiving Area Credit Agreement, a copy of which is attached hereto as Exhibit "C", requiring Applicant and Owners to transfer and assign six thousand six hundred ninety-seven and seventy-six hundredths (6697.76) 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 Longwater Village SRA Development Document and depicted on the Longwater Village SRA Master Plan. [19-CPS-01956/1633841/1]368 Longwater Village/PL20190001836 5/18/21 Page 2 of 3 9A THIS RESOLUTION ADOPTED this -5 day of ; , , 2021, after motion, second, and favorable vote. ATTEST: BOARD OF COUNTY COMMISSIONERS CRYSTAL I.: KINZtL, CLERK COLLIER O Y, FLORID By: By: Attest asto,'Chairman's 5 Dep t Cl c Penny Tayl , Chairman signature only. • - Approved as to form and legality: ct____ Heidi Ashton-Cicko -i ti Managing Assistant County Attorney Attachments: Exhibit A— Legal Description Exhibit B — Longwater Village SRA Development Document and Exhibits Exhibit C— Stewardship Credit Agreement [19-CPS-01956/1633841/11368 Longwater Village/PL20190001836 5/18/21 Page 3 of 3 I 6 30Yd Exhil3it A 69 30Vd 1119A S N009 1Yld S N008 1111d 9 N009 IV-Id I CZ 11N0 ZL 11N11 L911Nl1 III 0310403 31 00 N30700 0310103 3100 630700 S31Y153 MVO NOO700 A III 021 o 1v 4 8 III I Z = _ _ _ �_ a z = III "§ I ttn nI W 11 II f y 4m N ,6 cmi cmi y c Z t '' D y V lU N ,Lz .e., 2., F 118 b II* • A NO II S. 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CBee:t,BH_9� i 1k' B n si •J u 1 h P BSe§ B B F #,,,, . tl Y a'K0. F 8$Pt Fe .`-SPyYE59k.v,3V ,§E:0 d gg R P . x. R 4$40*,4Bev Y44.YIik. wks48evbvC sEm.^ gY, 8 BISs �.. Y;-w: .Sd94H.:$or ,1 . F iI, : g `,,,ay9` r11 .QV,' 4:o R S F _ o a 'm 9A annaarA 7400 Trail Blvd., Suite 200 lull GN{3LI Naples, FL 34108 /ll/fig .aaa.s PH: (239) 597-31 1 1 ■l$l$M' ARBER www.ABB1NC.com ■/lllNV :: :::;DRUNDAGE INC. oinianna Cw*0+.k•4 1.4+Wae,4•1.tatw.bak n 3644•tt 3644•KC36000620 LEGAL DESCRIPTION OF LONGWATER SRA TRACT 1 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°15'01" 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'S1" 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 2 OF 10 9A 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°30'01" 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 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 6.72 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 61°34'15" W AND HAVING A RADIUS OF 260.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 62°08'22" AN ARC DISTANCE OF 281.98 FEET; THENCE N 03°35'48" W A DISTANCE OF 43.18 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 3 OF 10 9A 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 28°18'25" AN ARC DISTANCE OF 71.64 FEET TO THE BEGINNING OF A REVERSE NON-TANGENT CURVE CONCAVE SOUTHEASTERLY WHOSE RADIUS POINT BEARS S 43°21'21" E AND HAVING A RADIUS OF 240.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 34°06'47" AN ARC DISTANCE OF 142.89 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 51°27'13" AN ARC DISTANCE OF 305.33 FEET; THENCE N 01°50'26" W A DISTANCE OF 102.10 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 217.18 ACRES. REFERENCE ABB DRAWING#12347-SD PAGE 4 OF 10 9A M111111IIIt 11��..T�rr�� 7400 Trail Blvd., Sure 200 Naples, FL 34108 aau. PH: (239) 597-31 1 1 •aa11110P ER & www.ABBINC.tom Ram.... asses, ►RUNDAGE, INC. ..'.1lawatrs,SMtvera+n l'S(.+ f+cap Arch.,. LEGAL DESCRIPTION OF LONGWATER SRA TRACT 2 ALL THAT PART OF SECTIONS 22, 23, 26, 27, 34 AND 35,TOWNSHIP 48 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 5 OF 10 9A 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 6 OF 10 9A THENCE S 89°03'Q1" 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 7 OF 10 9A 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 334.67 FEET; THENCE S 20°39'26" E A DISTANCE OF 334.38 FEET; THENCE S 39°21'06" W A DISTANCE OF 979.22 FEET; THENCE N 34°40'36" W A DISTANCE OF 115.45 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; PAGE 8 OF 10 9A 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; 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; PAGE 9 OF 10 9A 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 79°59'43" W A DISTANCE OF 718.60 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 2600.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09°06'00" AN ARC DISTANCE OF 412.95 FEET; THENCE S 00°15'45" E A DISTANCE OF 12.29 FEET; THENCE S 89°44'15" W A DISTANCE OF 35.00 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 27; THENCE N 00°15'45" W ALONG SAID PARALLEL A DISTANCE OF 2691.34 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 782.63 ACRES. REFERENCE ABB DRAWING#12347-SD PAGE 10 OF 10 9A LONGWATER VILLAGE SRA DEVELOPMENT DOCUMENT Collier Enterprises Management, Inc. 2550 North Goodlette Road, Suite 100 Naples, FL 34103 The Longwater 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 Water Science Associates—Water Permitting CCPC DATE BCC DATE Exhibit B �l Page I of D b 9A TABLE OF CONTENTS Page I. OVERVIEWNILLAGE DESIGN 3 II. SRA STATEMENT OF COMPLIANCE/SUITABLITY CRITERIA 3 III. REQUIRED PERIMETER BUFFERS 4 IV. MINIMUM REQUIRED AND MAXIMUM ALLOWABLE 5 DENSITY AND INTENSITY V. CONTEXT ZONES 5 5.1 Neighborhood General 5 5.2 Village Center 8 VI. EXCAVATIONS 11 VII. DEVIATIONS 11 7.1 Deviations from Neighborhood General Standards 11 7.2 Transportation Standards 11 7.3 Signs Standards 11 7.4 Landscape Standards 12 7.5 Other Deviations 12 VIII OWNER/DEVELOPER COMMITMENTS 12 8.1 Planning 12 8.2 Environmental 13 8.3 Transportation 13 8.4 Parks and Recreation 14 8.5 School 14 8.6 Other 15 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 Description Exhibit A—Sheet 6: Typical Local Street Cross Section Exhibit A—Sheet 7: Main Spine Road Cross Section Exhibit B —Sheets 1-10: Sketches and Legal Descriptions Tracts 1 &2 Exhibit C—Sheet 1: Legal Descriptions for School Sites A&B Exhibit D—Sheet 1: Location Map Exhibit E—Sheets 1-10: Property Ownership/Statement of Unified Ownership Exhibit F—Sheets 1-42: Natural Resource Index Assessment Page 2 of 16 Longwater Village SRA(PL20190001836) (4-13-2021) Page al of fLE 9A I. OVERVIEW/VILLAGE DESIGN AND PROJECT DEVELOPMENT Longwater Village Stewardship Receiving Area(SRA) is located in eastern Collier County in portions of Sections 22,23, 26, 27, 34 and 35, Township 48 South, and Range 28 East. Longwater Village SRA ("Village") contains a total of 999.81 ± acres. The Village is located south of Oil Well Road, west of the intersection of Oil Well Grade Road and Oil Well Road. The Village is bisected by proposed Stewardship Sending Area 17 (SSA 17). Lands to the north, south, and east of the southern section are zoned A-Agricultural and are proposed to be designated SSA 17 under the Rural Lands Stewardship Area (RLSA) Overlay. To the west, a portion of the southern section of the Village abuts the proposed future Big Cypress Parkway right-of- way (ROW). The remainder of the lands to the west are zoned A-Agricultural and are proposed to be designated SSA 17. Lands to the south and west of the northern section of the Village are zoned A- Agricultural and are proposed to be designated SSA 17; lands to the east are zoned A-Agricultural and designated SSA 15. The northern section abuts Oil Well Road to the north. The land within both portions of the Village SRA have been in active agricultural production for many years. In accordance with the RLSA Overlay definition, the Village is primarily a residential community which includes a diversity of housing types and a maximum of 2,600 dwelling units. The Village includes a 20.08± acre mixed-use Village Center providing for the required neighborhood-scaled retail, office, civic, and community uses. The SRA is designed to encourage pedestrian/bicycle circulation via an interconnected sidewalk and pathway system including bike lands on the spine road, serving the entire Village and with an interconnected system of streets, dispersing and reducing both the number and length of vehicle trips. II. 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 999.811 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 Village SRA does not include,nor is it adjacent to,any lands designated Flowway Stewardship Area (FSA) or Habitat Stewardship Area (HSA). The Village does not include lands designated Water Retention Area(WRA).Along the eastern boundary of the Village,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 Village 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 349.93 acres. The SRA master plan provides for 512.52±acres of Open Space(51.26±percent), 162.59 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 an interconnecting roadway with the Rivergrass SRA. 8. The SRA provides parks within and accessible by neighborhoods. 9. The SRA contains two Context Zones (as required for the Village form of SRA): Neighborhood General and mixed-use Village Center. 10. Within the Village Center Context Zone and the commercial area within the Neighborhood General Context Zone, the SRA shall provide the following: a minimum of 65,000 square feet Page 3 of 16 Longwater Village SRA(PL20190001836) (4-13-2021) Page 3of E. 9A and a maximum of 80,000 square feet of neighborhood scaled retail and office uses; a minimum of 26,000 square feet of civic, government, and institutional uses; and a minimum of 40 multifamily dwelling units will be within the Village Center Context Zone. 11. The SRA allows for up to 2,600 dwelling units(2.6 dwelling units per gross acre and 3.11 units per acre based on the 837.22 acres requiring Stewardship Credits and excluding open space acreage exceeding 35%). 12. In compliance with the requirement to provide a diversity of housing types within a Village, 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. 13. Approximately 39.71 acres of active and passive parks and community green space is provided, including approximately 18.01 acres of amenity center sites and approximately 21.70 acres of parks and park preserves, which exceeds the required minimum of 1%of SRA gross acreage, (10 acres). 14. 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. 15. The SRA is consistent with the standards set forth in the RLSA Overlay Attachment C,applicable to Villages. 16. The total acreage requiring stewardship credits is 837.22 acres (total SRA acreage excluding open space exceeding 35%)acres. At the required 8 Stewardship Credits per acre, 6,697.76 Stewardship Credits are required to entitle the SRA. 17. The Village will be served by the Collier County Water and Sewer District. 18. The proposed schedule of development within the Village 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:twelve (12)years from date of approval of this SRA. III. REQUIRED PERIMETER BUFFERS' Adjacent to Oil Well Road Minimum 25'wide Type D Buffer per LDC Section 4.06.02.C.4. All other Perimeter Buffers Adjacent to Preserve or SSA No Buffer Required(except as required by the South Florida Water Management District) Adjacent to A—Agriculture Minimum 10' wide Type"A"buffer per LDC Section 4.06.02.C.1. Adjacent to future Big Cypress parkway(along SRA Western Minimum 25' wide Type"D"Buffer per LDC Section 4.06.02.C.4. Boundary). Table 1: Village Perimeter 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. Page 4 of 16 Longwater Village SRA(PL20190001836) (4-13-2021) Page `-T of 9A IV. MINIMUM REQUIRED AND MAXIMUM ALLOWABLE DENSITY AND INTENSITY The maximum total number of dwelling units in the Village shall not exceed 2,600 dwelling units. Multi-family dwelling units may be located within both the Village Center and the Neighborhood General Context Zones. The minimum required amount of neighborhood commercial development within the Village Center is 65,000 square feet and the maximum shall not exceed 80,000 square feet. A minimum of 26,000 square feet of civic, governmental, and institutional uses is required. V. CONTEXT ZONES The Village contains two distinct Context Zones: Neighborhood General and Village Center. 5.1 Neighborhood General Context Zone The Neighborhood General Context Zone includes approximately 979.73+acres of land. 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 located within '/2 mile of the Village Center or the commercial area of the Neighborhood General Context Zone, as depicted on the SRA 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 Village Center or the Commercial area of the Neighborhood General Context Zone , as depicted on the SRA Master Plan. 4) Within the commercial areas of the Neighborhood General Context Zone depicted on the SRA Master Plan - any permitted use listed in Section 5.2.1.A. II. of this SRA Document. Such uses, if developed, may be counted towards meeting the required 65,000 minimum of neighborhood scaled retail and office uses or the required 26,000 square feet of civic, government, and institutional uses, as applicable, and is subject to the maximum allowed 80,000 square of neighborhood scaled retail and office uses. 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: Village Center-Required Minimum Yards Maximum Building Height. 5) 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,utility buildings(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 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 5 of 16 Longwater Village SRA(PL20190001836) (4-13-2021) Page of 9A 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. 3) Clubhouses and amenity centers 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. 4) Neighborhood recreation areas limited to a maximum of 2.0 acres and a maximum of 10,000 square feet of building area. Neighborhood recreation areas may include swimming pools, tennis courts,pickle ball courts, and similar neighborhood recreation facilities. 5) 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. 6) 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 of this SRA Document. Page 6 of 16 Longwater Village SRA(PL20190001836) (4-13-2021) �("- Page to of 0 g 9A 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/RECREATION SINGLE AND FITNESS FACILTIES PER DEVELOPMENT SINGLE FAMILY ZERO LOT LINE ALF,ILF,CCRC& 5.1.1.B.( STANDARDS FAMILY ATTACHED &TOWNHOMEs OTHER NEIGHBORHOODO DETACHED &TWO- MULTI-FAMILY6 RECREATION AREAS PER 5.1.1.B.(4) FAMILY PRINCIPAL STRUCTURES 5,000 S.F./ 3,000 S.F./ MIN.LOT AREA UNIT UNIT 2,500 S.F./UNIT 20,000 S.F./LOT N/A MIN.LOT WIDTH 40' 30' 20'/UNIT 100' N/A MIN.FLOOR 1,200 S.F./ AREA 1,200 SF UNIT 1,200 S.F./UNIT 700 S.F./UNIT' N/A FLOOR AREA 0.45(only applies to RATIO N/A N/A N/A ALF,ILF,CCRC) N/A MIN.FRONT 22, 22' 22' 20' 20' YARD2 MIN.SIDE YARD3 5' 0 OR 5' 0 or 5' 10' 10' MIN.REAR YARD 10' 10' 15' 20' 10' MIN.LAKE SETBACK` 20' 20' 20' 20' 20' MIN.DISTANCE 15'OR'V2 SUM of BH BETWEEN 10' 10' 10' for Structures 10' STRUCTURES Exceeding 35'BH MAX.BUILDING 35' 35' 35' 3.5 Stories NTE 50' 3.5 Stories NTE 50' HEIGHT-ZONED MAX.BUILDING HEIGHT- 42' 42' 42' 62' 62' ACTUAL ACCESSORY STRUCTURES MIN.FRONT SPS SPS SPS SPS SPS YARD MIN.SIDE YARD SPS SPS SPS SPS 10' MIN.REAR YARD 5' 5' 5' 5' 5' MIN.LAKE SETBACK' 10' 10' S' S' S' MAX.HEIGHT ZONED& SPS SPS SPS 42' SPS ACTUAL Table 1: Neighborhood General-Required Minimum Yards 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 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. 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. 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 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 rental apartments shall be 550 square feet. Page 7 of 16 Longwater Village SRA(PL20190001836) (4-13-2021) Page of Wg 9A 5.2 Village Center Context Zone The Village Center Context Zone includes 20.08±acres of land. 5.2.1. Allowable Uses and Structures The Village Center is mixed use in nature, requiring a minimum of 40 multi-family dwellings, a minimum of 65,000 square feet and maximum of 80,000 square feet of neighborhood-scale commercial and office uses, and a minimum of 26,000 square feet of civic, governmental and institutional uses. A minimum of eight (8) retail or office establishments providing neighborhood-scale commercial and office uses shall be provided. 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 neighborhood-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 Village Center. 1) Accounting and Bookkeeping services (8721). 2) Amusements and recreation services (7999—limited to bicycle sales and rental). 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) Child day care services(8351). 9) Churches. 10) Civic, social and fraternal associations(8641). 11) Computer and computer software stores (5734). 12) Dry cleaning plants (7216,nonindustrial dry cleaning only). 13) Drug stores(5912). 14) Eating places (5812 only). All establishments engaged in the retail sale of alcoholic beverages for on-premise consumption are subject to locational requirements of section 5.05.01. 15) Engineering, Architectural and Surveying Services(8711-8713) 16) Essential services, subject to Section 2.01.03. 17) Federal and federally sponsored credit agencies (6111). 18) Food stores (groups 5411 - 5499). 19) Garment pressing, and agents for laundries and drycleaners (7212). 20) Gasoline service stations(5541, subject to LDC Section 5.05.05). 21) General merchandise stores (5331 - 5399). 22) 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. Page 8 of 16 Longwater Village SRA(PL20190001836) (4-13-2021) Page '5 of 9A 23) Hardware stores (5251). 24) Health services, offices and clinics (8011 - 8049, 8071, 8082, 8092, and 8099). 25 Household appliance stores(5722). 26) Insurance carriers, agents and brokers (6311 -6399, 6411). 27) Legal services (8111). 28) Libraries(8231). 29) Mortgage bankers and loan correspondents (6162). 30) Paint stores(5231). 31) Passenger Car Rental (7514) 32) Physical fitness facilities(7991; 7911, except discotheques). 33) 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). 34) Real Estate (6531 - 6552). 35) Retail Nurseries, Lawn and Garden Supply Stores (5261). 36) 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). 37) Elementary and Secondary Schools, Colleges, Universities, Professional Schools and Technical Institutes, public or private (8211, 8221-8222) 38) Tax return preparation services (7291). 39) Travel agencies(4724, no other transportation services). 40) United State Postal Service (4311,except major distribution center). 41) Veterinary services(0742,excluding outdoor kenneling). 42) 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 Board of Zoning Appeals or the Hearing Examiner, pursuant to the applicable procedures set forth in LDC Section 10.08.00. 5.2.1.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. Page 9 of 16 Longwater Village SRA(PL20190001836) (4-13-2021) Page o1 _---� 9 A 5.2.2. Village Center Development and Design Standards 5.2.2.A. Required Minimum Yards (Setbacks) and Maximum Building Heights: ALF,ILF,CCRC& DEVELOPMENT STANDARDS MULTI-FAMILY NON-RESIDENTIAL AND ONLY MIXED-USE BUILDINGS' BUILDINGS PRINCIPAL STRUCTURES MIN.LOT AREA 20,000 S.F. 10,000 S.F. MIN.LOT WIDTH 100' 100' MIN.FLOOR AREA 700 S.F.Per Units 800 S.F.for Commercial Units 700 S.F.for Residential Units MIN. SETBACK FROM OILWELL ROAD AND ENTRANCE ROAD2 20' 20' FRONT YARDS3 20' 0'or 20' MINIMUM SETBACK FROM A RESIDENTIAL 0' 20' 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'/�Sum of BH, 15 Feet or 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' 0.45(only applies to ALF, MAX FAR ILF,and CCRC) See footnote 1. ACCESSORY STRUCTURES MIN.FRONT YARD(ALL) SPS SPS MIN.SETBACK FROM A RESIDENTIAL TRACT SPS SPS MIN.SETBACK FROM A NONRESIDENTIAL TRACT SPS SPS MIN.LAKE SETBACK4 20' 20' MIN.PRESERVE SETBACK 10' 10' MIN.DISTANCE BETWEEN STRUCTURES 10' 10' MAX.HEIGHT-ZONED&ACTUAL 35' 35' Table 2: Village Center-Required Minimum Yards 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. 2. Tracts abutting the minimum required 25'wide landscape buffer(located in a separate platted tract adjacent to Oil Well Road)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.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 10 of 16 Longwater Village SRA(PL20190001836) (4-13-2021) Page 0 Of 9A VI. EXCAVATIONS The following criteria shall apply to excavations within the Longwater SRA:All excavation permit applications within the Longwater SRA and related Stewardship Sending Areas (SSAs) shall be reviewed as Development Excavation Permit applications. Within the boundary of the Longwater SRA and related SSA(s),fill material may be hauled from one construction site to another.Fill may be placed up to, but not within, the edge of all conservation easements, preserves, and Water Retention Area(WRA's). VII. DEVIATIONS 7.1 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.1.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. 7.2 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. 2) A deviation from LDC Section 4.08.07.J.3.d.ii.q), which requires that the amount of required parking in the Village 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 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. 7.3 Sign Standards I) 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 Page 11 of 16 Longwater Village SRA(PL20190001836) (4-13-2021) rage ( ( of 9 ►� 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. 7.4 Landscape Standards 1) A deviation from LDC Section 4.06.02.C.,Buffer Requirements, "Types of buffers,"Table 2.4 Information, 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 contributing 7.5 feet", to instead allow a shared buffer 10 feet wide with each abutting property contributing 5 feet. 7.5 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. VIII. DEVELOPER/OWNER COMMITMENTS 8.1. 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 Collier Enterprises Management, Inc. 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 Page 12 of 16 Longwater Village SRA(PL20190001836) (4-13-2021) Page 1,ll 1 err 9A 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 amount of retail, office, civic, government, and institution square footage constructed within the SRA. The Report shall also address whether or not or to what degree the Owner/Developer Commitments contained herein have been satisfied. 8.2. 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. C. The Longwater SRA shall utilize bearproof trash cans for both residential and commercial (nonresidential)development. D. The Longwater SRA shall utilize"Dark Sky" lighting design principles for both residential and commercial(nonresidential)development, subject to public safety design standards for public areas. 8.3. Transportation A. Intensity of uses under any development scenario for the SRA is limited to a maximum of 2,078 two-way, unadjusted, average weekday pm peak hour total 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. Page 13 of 16 Longwater Village SRA(PL20190001836) (4-13-2021) Page '3 of__ 9A B. The Owner shall convey an easement to Collier County,at no cost to County and free and clear of all liens and encumbrances, in a form acceptable to Collier County to accommodate a transit stop and shelter within the SRA at a location agreed to by the Collier County Public Transit Division Director. 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. C. No more than 1,820 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 Village Center and issued certificate(s) of occupancy. D. Within 90 days of approval of the first development order(SDP or PPL),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. E. The Developer shall be required to improve 18th Ave NE from the project entrance to Desoto Boulevard to minimum two-lane undivided rural roadway consistent with FDOT Green Book construction standards. These improvements are not eligible for road impact fee credits. F. The applicant 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 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. 8.4 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. 8.5 Schools A. The Applicant 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 SRAs for Longwater and Bellmar Villages, and all required and non-appealable permits from the South Florida Water Management District or any federal or state regulatory authorities, the District shall have up to two years to provide Page 14 of 16 Longwater Village SRA(PL20190001836) (4-13-2021) Page l Li el 9A written Notice to Applicant of its intent to purchase either 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 Applicant. 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 Applicant 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 Applicant 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, and Belmar SRAs. The Applicant 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 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. Page 15 of 16 Longwater Village SRA(PL20190001836) (4-13-2021) pat.ellof� 9A 8.6 Other A. Street trees will be provided throughout the Village. Within the Village Center Context Zone, street trees shall be spaced forty feet (40') on center and within the Neighborhood General Context Zone, street trees shall be spaces 60 feet on center. Street trees shall have a minimum average mature canopy spread of twenty feet(20') or alternatively,for species with an average mature spread less than 20', street trees shall be spaced a distance equal to twice the average mature spread. B. A minimum of 15% of the dwelling units (390 units) shall be sold at purchase prices at or below the Gap affordability range (product types: Town Homes,Villa 1, Coach, and Villa 2); or as an alternative, land proximal to the SRA shall be reserved for the development of housing that is affordable at or below the Gap affordability range, on a parcel at least 39 acres in size and allowing for 10 dwelling units per gross acre. Land proximal to the SRA reserved for affordable housing shall be identified within 48 months of SRA approval. p.Sc Page 16 of 16 C:\Userslcathynellcrotteau\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\BOE8G41.1\Longwater Village SRA Document(4-13-2021) (Page 16)(002).docx 9A a ` /q�25'TYPE(D)LB.E. 25'TYPE(0)L.B.E. - - - --- - ------- - - - - - - - - - - - - - ------- --- ----------------OIL WELL RD.---- --- -- - LONGWATERVILLAGE SRA LAND USE SUMMARY /A\2' A E L ROAD 10'U.E. t NEIGHBORHOOD GENERAL CONTEXT ZONE 0 TION TO A/� 300' SYMBOL DESCRIPTION ACRES Pik LAGS AG NEIGHBORHOOD GENERAL 410.31 'I •'' - NEIGHBORHOOD GENERAL COMMERCIAL AREA 2.99 -� !\ ROAD R.O.W. 145.41 =->'�, ��, _ t t AMENITY CENTERS 18.01 --.� "" /� PARKS* 12.18 PARK PRESERVES * 9.52 C10' TYPE(A) • Q LAKES 284.72 L.B.E.' (� � LAKE M.E.8 MISC.OPEN AREA 110.46 ..61, u' /C\ PERIMETER BUFFERS 5.09 /B DENOTES FSA/HSA 10'UTILTY EASEMENT 1.05 300'8 500'SETBACKS - j NEIGHBORHOOD GENERAL CONTEXT ZONE TOTAL °"'^ 979.73 ZONING VILLAGE CENTER CONTEXT ZONE A-MHO-RLSAO ., ) 0'TYPE VILLAGE CENTER 20.08 J (A)L.B.E. SRA BOUNDARY TOTAL 999.81 -MISC.OPEN SPACE NOT. �^n\ DENOTES FUTURE COUNTY ROAD RIGHT-OF-WAY NOT IN SRA. SSA,SRA OR WRA *SOUTH PARK AREA INCLUDES(4(1.0 AC CELLS ABOVE 1.2 NRI /* - B SSA-17 °/ WRA LAND USE SUMMARY 1 .. SYMBOL DESCRIPTION ACRES -.. -- -.-- SSA-15 LAKE TRACTS(Includes L.M.E.) 110.59 SSA15 ROAD R.O.W.(across WRA) 2.47( --- r ; Q WRA AREA TOTAL 113.06`. BOUNDARY NOTES: 1. WRA LAND USE IS WITHIN SSA AND IS NOT INCLUDED IN THE SRA BOUNDARY.THE WRA AREA IS NOT INCLUDED IN THE OPEN SPACE CALCULATIONS. , 2. WHERE THE VILLAGE IS ADJACENT TO AN SSA OR A -PRESERVE,NO PERIMETER BUFFER IS REQUIRED, _1D,TYPE A B;EXCEPT AS MAY BE REQUIRED BY SOUTH FLORIDA ( )WATER MANAGEMENT DISTRICT PERMIT 'sNIIIIN L.B.E. (-- ZONING �,. ,, .. `6 AG A-MHO-RLi AO ift. �1 o � :f SEE SHEET 7 FOR MAIN SPINE �� )ROAD CROSS SECTION w ZONING „. / .:.::: ( il :------7) . /Alibi-) . .'.'.'.' ,... 2 A MHO RLSAO 0 la- I 200'R.O.W. "W 10 U.E. SSA 17i B 25'TYPE(0)L.B.E. .. ' I ^ - . .1111111111.7 1 r ZONING -� A-MHO-RLSAO 1 rlibt 4000/1-- -. , / V. "ID -:" fi W SSA 17 AG Q OPEN SPACE CALCULATIONS m ® ‘Iiir f > l OPEN OPEN ( LAND USE ACRES SPACE% SPACE «el5 ,f '' ACRES NEIGHBORHOOD GENERAL 410.31 20.00% 82.06 (1111 NG COMMERCIAL AREA 2.99 10.00% 0.30 VILLAGE - _ ROAD R.O.W. 145.41 15.00% 21.81 VENTER AMENITY CENTERS 18.01 30.00% 5.40 PARKS 12.18 50.00% 6.09 PARK PRESERVES 9.52 100.00% 9.52 , A� ` LAKES_ 264.72 100.00% 264.72 10'TYPE ` _ LAKE MAINTENANCE EASEMENT A(A)L.B.E. (L.M.E.)8 MISC.OPEN AREA 110A6 100.00% 110.46 B PERIMETER BUFFERS _ 5.09 100.00% 5.09 I 10'UTILITY EASEMENT 1.05 100.00% 1.05 VILLAGE CENTER 20.08 30.00% 6.02 BCSD PROPERTY LINE TOTAL OPEN SPACE PROVIDED 512.52 ' . . re THER \ ° ' SSA-17 f CE MINIMUM REQUIRED OPEN SPACE=35%(349.93 c.) "Ne B PROVIDED OPEN SPACE=51.26 ; ft • I ZONING L7 A-MHO-RLSAO a e ti A-17 Z '! ` BAG . ,. N ti I q • - ` ' POTEN •L NATURE VIEWING PLI TFORMS THESE LANDS WHICH HAVE AN I.-" ' f i ",,A'.NE NRI SCORE GREATER THAN 1.2 '-' - i ZONING WILL BE MAINTAINED IN A A-MHO-RLSAO PREDOMINATELY NATURAL STATE MISC.OPEN SPACE NOT SSA,SRA OR WRA This Master Plan Incorporates the ZONING /D..,,'.Loa9..ater Village SRA Development Document" A-MHO-RLSAO • as if fully set roan herein ,,'•^ B SSA-17 - -- DISCLAIMER: THE MASTER PLAN IS CONCEPTUAL.INTERNAL ROAD ALIGNMENTS,LAKE SITING AND CONFIGURATION OF DEVELOPMENTAREAS ARE SUBJECTTO ® MODIFICATION WITHIN THE RLSA GUIDELINES AT TIME 0 280 So0 OF FINAL DEVELOPMENT ORDER. / r COLLIER ENTERPRISES MANAGEMENT,INC. BARBER Pc __ _ aim Orr LONG WATER VILLAGE DRAM 01:° '0��° '`m'"OyX1r ORE BRUNDAGE,INC. SRA SUBMITTAL PLANS 10M/10MAX VA. / PlotesslonA Enpwrs,Pun,anreyorr N Landscape Mrniu.t. n,..w• nnF. EXHIBIT/A) m 10/10 wme.. x/ ,_......_--._.,.n.".L'X'.... '"^"" as GM la lams n MASTER PLAN COLOR n�a,. 12330 am I°A 0'i Page of .._.. 9A 25'TYPE(D)L.B.E. 25'TYPE(D)L.B.E. - - - - - -OIL WELL RD.---- --- - ----1 1P .��'Y.7...- "IIAs-�`w, LONG WATER VILLAGE SRA LAND USE SUMMARY_ __ TACO ECTION TO 10'U.E. '[`\'`=`%:,. A 2 ti E OCAL ROAD v - NEIGHBORHOOD GENERAL CONTEXT ZONE 1 AG f �j' \1 1 SYMBOL DESCRIPTION ACRES jIYF�R R SS VILLAGE ` .r /\Y�J4 , � i414'?li.�� NEIGHBORHOOD GENERAL I410.31 "♦�'r '/e\st W %%%W NEIGHBORHOOD GENER/LL COMMERCIAL AREA 2.09 ``ff /,',.;:fs'''' \�Z.'.`\`,,.,... 10' TYPE A tf 1 'r2r<�'!1 /�;`♦�r a 500'. 45.41 #lff### AMENITY CENTERS ROAD R.O.W 11801 /,` y �G�>i� �' A i "♦/4 """ ... x♦i: PARKS 12.18 iQ Ye .'�'M. PARK PRESERVES * 9.52 ( 1 +w. i :: < �`�,94 I•I: i�/y, w. • • LAKES 264.72 L.B.E. �'(♦♦ L p� f. .. N LAKE M.E.B MISC.OPEN AREA 110.46 QCI '\;% •..I....,�,1��,,,:..- LL Y PERIMETER BUFFERS 5.09 /64\DENOTES FSA I HSA �� ^\ i. 10'UTILTY EASEMENT - 1.05 S00'&500'SETBACKS .J •I `' ?'\'r• ...7".(I NEIGHBORHOOD GENERAL CONTEXT ZONE TOTAL •♦,, .r�jl`,Oj41��,,,��,�y`i`•m"+'j/ 979.73 / ZONING l�rC��"+\ .> ,�,,,,�-"� VILLAGE CENTER CONTEXT ZONE A-MHO-RLSAO P`,)• A%"S•s0 ` 4l4�`!i`E"�- 10'TYPE JIIIIII!II#II!I#iI VILLAGE CENTER 20.08 P� i,'�„�♦%'a�'�" SRA BOUNDARY TOTAL 999.81 -MISC.OPEN SPACE NOT(,� I �•+�:��1 R '1�'� SSA,SRA OR WRA ' �,.�/i,,, r♦G r .^".. +!SOUTVI PARK ARW INCLUDES(4(1.0 Ac CELLS ABOVE 1.2 NRI /f �.e.V^,,.w L\SSA-17 ' • \ ., : : B WRA LAND USE SUMMARY . ,S3fl ��va�v��14 •�'4� SSA-15 SYMBOL DESCRIPTION ACRES "1P 1 ))#)#)####) LAKE TRACTS(Includes L.M.E.) 110.59 , - 4*;,**,-,AA.lP\ ROAD R.O.W.(across WRA) 2 47 .A"%.�r�✓'\' v''T e• '�y\♦� • i�l WRA AREA TOTAL 113.08Ia �O''w.:OP pit*iyiP;� �\�♦\ yg\ NOTES: '`� �1 USE IS WITHIN SEA AND IS NOT INCLUDED \4 d„gti 9.I : I 'J,... ♦♦....0. QA:,A�' IN THE SRA BOUNDARY.THE WRA AREA IS NOT r �,�IL^".. h...�1,0.'+ ♦\j y 9/�'..A;^ INCLUDED IN THE OPEN SPACE CALCULATIONS. / }f}} T,,,4 04:= kV4.1 WI4 .. h�``�♦�riKJ''♦15�''�""r'" (iii f3ffi.,,♦/.) IL:r-'''✓ 6�. (Il � T, WH ERE THE VILLAGE IS ADJACENT TO AN SSA OR - - ,%\`%S \.. r I,\J\-�R' r'�;R' PRESERVE,NO PERIMETER BUFFER IS REQUIRED, ? ,\, ': "\♦ /� \ \,,•-'!i.- �Pi'L:.." �.,.N' 10'TYPE(A) _B EXCEPT AS MAY BE REQUIRED BY SOUTH FLORIDAID /'/ / �. WATER MANAGEMENT DISTRICT PERMIT �!�'`'�'`' ' '-'�� ♦"-•�' `"� \ "..s\�i.1, � (*7( L.B.E. all !:,,o'r's '4.1 �,��o ... Ae�ii: ? ZONING LGUG�i)i ricer•/ S/ i i « AG A-MHO-RLSAO ♦ f Ld\ ''\GaiG:''i♦;, /A\1/ylaRa,.r♦:i 00.Of\'"r-"' O ,i1-11.,?-• l ki,�,�.`Vi.:P�*.\,`r •0 ``.,0 �� ,-- •`iT� SEE SHEET 7 FOR MAIN SPINE _ • \P� `p ,,,g, y r, `y` �P� ROAD CROSS SECTION ZONING '♦oY?�Jv` r.arJr { g' • co O W A-MHO-RLSAO oP 0.o, ' N W0 I- SSA-17/� ' i (\Y 4 �'�''�y'•�=� /`•. ' 10'U.E. I � �+�i � I � �`�`�'e \ pia* �, ` y r r�i w,. .0 d 25'TYPE(D)L.B.E. 4Y:c r$"1 ..,. YjS�\b�k,,.____ 1 T � ..� v+• `\ l r ZONING Zj..^'44,7.r.r�,YJdyYi'.%`."i i,4a ,\.• ��,°4 v%;r .1 Aqq'. ��.%,,, ;�M .11 A-MHO-RLSAO } a C� ♦1Nps'1♦p� ar •l a' A r0 l, st,,,,f '� >a,a AwNE 'i!q ,.�!1t?v'C�O �♦♦y d♦Z4.51w•♦• v.� e'�. Z„ lA„,..„4v�w'Y�'1,♦''\j /d\ ,ifttiksw�P�as\•4 a ♦ Lt �zbs Y- �.w SSA-17 AG7______ ". �1\SO%'SS'a:'r•`Msit,. t'edz- C Sy g'"w,x . ,-, o o 4= +, . ,; „KA / OPEN SPACE CALCULATIONS '� �."fir,„!. s4..0 '�,S,.:i. \ %r<7 \L"'1"„, ,4 'c I OPEN , {♦i�y �:,.w �� ` .�'78. r a'�i V ` 1 LAND USE ACRES OPEN !SPACE aMA..,e P w GI N. Q�n�"w�`IrKf 4� ,t,,At 4, I SPACE% !ACRES �y \ 4-1 4,/,':// a y , •"z' 4� �� ,! NEIGHBORHOOD GENERAL 20..00%i 82.06 II II 11111,I II C' v, .' \S; ♦.\`,lr ."`... vC'�p. :�.'Oi � r 10.00%®' ' I I `'i� l"1.'r.!A li 4 �',ty '/r♦OM '^,.a`5''. ,4, `1e. 2,-, .! Kam . 6f�yr,74,,,,". ROAD R.O.W. 145.11®' '' I II pill Fi t. I - l '33>' '`\P♦y,i,',,44• \ AMENITY CENTERS 18.01 3000% 5.40 III II II IIIII <''Q%' �.�� \°� „ ' Peh+� QA PARKS 12.18 50.00% 6.09 r 1 I ' .^,;•1`!P••• '�a,`\ ..."` , Ste♦ y ,♦p PARKPRESERVEs 9.52 100.00%C 9.52 M A"NE l ) / �i`c tea:=rid ✓.. 4��/��y'�.,\,". ,rJl I LAKES ® 100.00% 10'TYPE f{[S{; 1 liro,,,,,,,_„,,,,,,,, y .>, �+ •,. } LAKE MAINTENANCE EASEMENT® I A(A)L.B.E. =9 �.'' \.3,�f'♦ \\',��I i�1'. L.M.E.)8 MISC,OPEN AREA 100.00% 110.46 .' r♦,o`r'•♦i'M V., Y.P"%eis.� PERIMETER BUFFERS 3.09 100.00%I 3.09 I /\ ?\♦•♦.,♦.,\ v) ,.Y.,i\,!♦.. 10'UTILITY EASEMENT 1,05 100.00%j 1.05 ��♦.,'i, ` ' y,,„ VILLAGE CENTER 20.08 30.00% 8.02 BCSD PROPERTY LINE �• -.4%`'"••+�o♦\i k TOTAL OPEN SPACE PROVIDED 512.52 I 1 ,`♦ Z\j � PANTHER_ ^ 'M++• SSA-17 � )°`, :,'`V Al$s' FENCE / \ MINIMU REQUIRED OPEN SPACE=35%(349.93 c) B `i`�''\\S! r �1V\L l,r>♦J\ / -. PROVID OPEN SPACE=51.20% ZONING '"+'�; 1�,v\r \%, 0 m `P ``;` `;:,:W�° SSA-17 A•MHO•RLSAO ro.,,,;,,,,,„,,„:,,,,,:o.........-•kv .. �(s/�.�..r`rce-.rJii,`G�':'•ii�. .\a w Z r I .J` �l� \ L\ AG r0.1 w I .,.,,-s 7 \�♦,P\��°.' "; POTENT L NATURE VIEWING PL TFORMS I THESE LANDS WHICH HAVE AN `/ +,,v.♦4'd,/C� ; GAA^1S NRI SCORE GREATER THAN 1.2 • iii %/T,�r,`G ,/ ZONING WILL BE MAINTAINED IN A =i A-MHO•RLSAO PREDOMINATELY NATURAL STATE I 11111 --MISC.OPEN SPACE NOT SSA,SRA OR WRA ii• I ZONING;(1) //q�\ j- • /"1 SSA-17 ( DISCLAIMER: THE MASTER PLAN IS CONCEPTUAL.INTERNAL ROAD on., ALIONMENTS,LAKE SITING AND CONFIGURATION OF 1ST / DEVELOPMENT AREAS MODIFICATION WITHIN THE RLSA GUIDELINES AT TIME o ISO 500 OF FINAL DEVELOPMENT ORDER. `A?. ' COLLIER ENTERPRISES MANAGEMENT INC. ......." DABBERk 4f NOLI LONGWATER VILLAGE °M..etr,0,, „I•LK; 1,10,0„s. BRUNDAGE,INC. c own. 4...,..,pS...•....= SRA SUBMITTAL PLANS o.m tIVOOh wrt.,CMS,VA w.••�.ws.,•r...,. coD ...A NAY SMOG 00 0 hoS+.w.,l E4o..a+.R,w+S,s.,.n°,.A v wH,..AM,ii== ,, m w,rr.r..'•++••�.= w W .,� EXHIBIT C ose .uxw WIN:xi •- +.�•.--•-•_-••••-••• °V"' .o. o.x ..M,. ID' MASTER PLANE CK B.WHITE ., 1]X S or7 »E a O f t, 9A -------------------- ------------------------------ --1 OIL WELL RD. I _ n 1-) --_...__ i t .r I ��"w""T NOTES: � Tf jCv 1. COLLECTOR AND ENTRY ROADS SHALL INCLUDE 4'WIDE /� PI ',�S � BIKE LANES ON EACH SIDE. 70'® c.'\ %°;<' � S�'r ry , 2. ALL ROAD RIGHT-OF-WAYS SHALL BE 50'MIN.UNLESS "\.... r�rT,\oi. LA w"'�'1/�°y'�"'^ f OTHERWISE NOTED. 4 tipj ll WIZ' ' J , ` I 3. PROJECT SIDEWALKS WILL CONNECT TO FUTURE %r r 'I PEDESTRIAN FACILITIES INSTALLED DURING OIL WELL ROAD /"A l,`�h i EXPANSION. 1--� '✓fir,` \ t,,;`�` , 4. AT THE DEVELOPER'S DISCRETION,A 10-FOOT WIDE ,Jea �.�,�r�'�, 41 1 PATHWAY MAY BE LOCATED WITHIN REQUIRED PERIMETER ` T1'PdGf�y' LANDSCAPE BUFFERS 25'OR GREATER IN WIDTH,PROVIDED ZONINGJ= '.( A-MHO-RLSAO V (^^1 THE REQUIRED PLANTINGS ARE LOCATED BETWEEN THE / ,,t , PROPERTY LINE AND THE PATHWAY,HOWEVER,IN SUCH (' .1 , � ti�' CASES,THE BUFFER WIDTH SHALL BE INCREASED IN WIDTH .. �.. I + � 1' L9...,v,9 1 BY 5 FEET ABOVE THE MINIMUM REQUIRED WIDTH. A gin, tI"" .,.er r,�';T 7 ¢ rir......T 10-FOOT WIDE PATHWAY MAY ALSO BE LOCATED WITHIN ¢- 2J i ry``er Ai,..::' PERIMETER BUFFERS THAT ARE LESS THAN 25'IN WIDTH, h�'�` l—' 60' b�3 S�,aSy��e"" HOWEVER,IN SUCH CASES,THE BUFFER WIDTH SHALL BE i(c� �.,.w.�l-;. INCREASED IN WIDTH BY 10 FEET ABOVE THE MINIMUM 125' 16 l � f REQUIRED WIDTH. " �i <,'''``. `P t .�:. its::.:, .A /5�. THE 10'PATHWAY SHALL ONLY BE A REQUIREMENT ON THE tea 1 ), I,,�., �T`'4 „-� /A\MAIN SPINE ROAD I�t',• , itti ,-' "i ss ss ss ,4001147 rIt, , �iA�1i\'\`i\\Z.t� �".ww. 417 ROUND-A-BOUT 200 ' r}_yp` �° �� r,•• av1441�w IN; 100 .,•:12 , ZONING 43 A-MHO•RLSAO r ZONING ;.:v`�OJe��,44 v...•.•:4 ollx�rI''°\•,.1:•()``\r` i V, w A•MHO•RLSAO """ S�abr1 60 I- 1 , t ',/0•74412.......,..,614 ON\:::.\*, 444117 ' "�'$*,. j; `LLJpv /,,, %. '�'I .•�'.-A� .`A .v. 1 ZONING NN b L i sa✓..0 o✓111��}yy� 6Ar i .b./ a �=:".ry f ,O� D Yl- � � ` t":,4.4 A-MHO-RLSAO -A„...,sl wl'A� jr�.,aWO�.T �`� �C � 'v`',;l.`y?` , • 1 >, � fu �l�.,rSvpvo -�` I I 'G''` < '.1'.C'O,, , „s)„yoy IC'•`�:y �; ) ,"" "'c 'C� . LABELS REFER TO RIGHT-OF-WAY 1 'T"I> ��, ' .' ',,•� �.` 47 `ti �' `,`, ,(r`�... i WIDTHS FOR ENTRY AND COLLECTOR C�C':n. ..3' rig L� O� O�ri f r r r O rig y rid t TQI/ St, RY �� ✓,`td�b� `G, `) OJ ,.` r,` ao�. r r,`.,?y., ROADS,ALL OTHERS ARE 50'MIN. A�om '4'f .cd' pd,' a �. p.°r ; r �.. *C r�. i ,Et h G 1=-......v '..,.. „...,.� T ri it ri !: _Ir�h Vita 4 -� '� ri�A hp r��r YJf....lw " I i_ 11 I I I I it I I / r .'d "jC'.y``�<.� u'O O°A ''O p'r '' �.'r jj" t hAn Prhi 4`..H rri ri rir,� I II II %,six. y 100' 100�``h. C•y`yX'r��r r'i��, 11I1 I 0 PM .,:... .+e�`w`w`.w•w`. .rww"; i2G.aq-`- �A SIDEWALKS(TYPICAL) 1141 II >_.14t-'"— fft V THROUGHOUT DEVELOPMENT I 125' M�.w 2I '� ^."^ 1\ ` A. Oh LEGEND I , MA, • - ` SIDEWALKS/PATHS 4t*, w� I p,v$. 10'MULTI•USE PATH ! I.1 •^PANTHER �� i �\` pC \` FENCE SECONDARY SIDEWALK AND WATER ,..tfr O� ,w /� MAIN INTERCONNECT LOCATIONS •! ZONING S 1 ;M.:y\, ' A� d SECONDARY SIDEWALK O I t�I .�`--jJ•' yal`` ` `_ INTERCONNECTION LOCATIONS A-MHO-RLSAO Lagir�'*\< .�,,,_�,:-..-,�.., a>�w N w I.t `��, POTENTIAL NATURE VIEWING PLATFORMS 4n Aw NE ' - :ter ZONING A-MHO-RLSAO I (q '- C,. ZONING A•MHO•RLSAO r THE MASTER PLAN IS CONCEPTUAL.INTERNAL ROAD 4ALIGNMENTS•LAKE SITING AND CONFIGURATION OF DEVELOPMENT AREAS ARE SUBJECT TO MODIFICATION WITHIN NE RLSA GUIDELINES AT TIME ® OF FINAL DEVELOPMENT ORDER. o ono Ow AGNOLI N..a' COLLIER ENTERPRISESR MANAGEMENT.INC. O . ar. n. 'Sm- BARBER& r0 LONG BMITT VILLAGE -... , .' non.xne M1, ,, BRUNDACE,INC. ` 10' SRA SUBMITTAL PLANS .Alt n ron' Mn ammo OM N.AN_ Ank..bn.l E,,.i ,R,nnm,Su..m,&L.nJ,..�<Antinnn ,,.y EXHIBIT(A sore R10r. `nr. O1'11"N/ .-.-...-._.=LIR. ,.. ,. Na Ww.t Mit.0 w SRA MOBILITY LAN �""„"1p., ,Saw(',, 3 F f'afze 1'"A.- of Og 9A --,_---_- OIL WELL RD. 4PAJJf �.,��a ar„>>ri r cis; r __�' t ( S� tA.4J rA•�a A-MHO ZONING -RLSAO r"ra :/17...----:-----'1 (Ify ‘ C. 1•: tAd'a J ,tlbXa rim MP/ MN �, s I r/F7YJ 111-14 I( tit.�i rA-0Fa P/ 411,11‘.:. M." ZONING e►' MMil MAI A•MHO•RLSAO Millili � r�1YaO IA7Pa . rA•IP \ ZONING rkx� ;:> A• O I t rAyva � f MINI ,; rkta ZONING ...A... (�`-- —� t t •�:_:rA•Y�i A•MHO•RLSAO T .::, atm "all ti� i t o .:( 1 r�xa ......11 - WM :-r rA�r 2 ti '.. iiiii ,o,iiiitti tit . I WARD 1 iI a rim rA.x� rAara -, rA-xa rA.xa M,MJ�.-I I f�iRr ..-.' .- iI IM 444214 LEGEND .4. , ®®DENOTES DEVIATION NUMBER LOCATION. ZONING rA•2q \ SEE SHEET 5 OF 7 FOR DESCRIPTIONS. g A-MHO-RLSAO .r` ti_ S r.AAxa = S- rk�ra� NAA..RE `i - ° ` ZONING A-MHO-RLSAO i� ...; ZONING ,fir 1 N ° A-MHO•RLSAO 1 )'1 DISCLAIMER: � �•� THE MASTER PLAN IS CONCEPTUAL.INTERNAL ROAD OM n., ALIGNMENTS,LAKE SITING AND CONFIGURATION OF DEVELOPMENT AREAS ARE SUBJECT TO Inl MODIFICATION WITHIN THE RLSA GUIDELINES AT TIME ° 350 600 OF FINAL DEVELOPMENT ORDER. AGNOLI — °:K" COLLIER ENTERPRISES MANAGEMENT.INC. AM '°°Am..�Iwa'.-I. ARBER k u LONGWATER VILLAGE 0.11101, MO/' ...5 R ,i, 0�A SRA SUBMITTAL PLANS ,Om HRI,wAL a BRUNDAGE,INC. w.....e.,a.'....... _ rz M AA R•I.++.AM. rods,....l E,yy .,R...m,S.n.r.r.a l'.W.up.Arallm. ,� ,.w..,,,,,.,.,.... nu EXHIBIT(/U GAR: On. W.TCA.GAIN.(VA .....-o,.,.-,.,...,•,..e. °"" ' .a OM nu.O.. .. MASTER PLAN WITH DEVIATIONS ';°. 12330 ...'4 °F 7 Page Q of 9A DEVIATIONS: DEVIATIONS CONTINUED: /\7.1 Neighborhood General Standards 7.4 Landscape Standards 1) A deviation from LDC Section 4.08.07.J.2.d.iii.f)iv),'Non-residential 1) A deviation from LDC Section 4.06.02.C.,Buffer Requirements, uses,"which states"the maximum square footage per[non-residential]use "Types of buffers,"Table 2.4 Information,Footnote(3)which requires shall be 3,000 square feet and per location shall be 15,000 square feet,"to "Buffer areas between commercial outparcels located within a shopping instead allow the Amenity Center sites and related uses to be a maximum of center,Business Park,or similar commercial development may have a 30,000 square feet each. 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 2) A Deviation from LDC Section 4.08.07J.d.iii.e)ii),which states that in property contributing 5 feet. 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 7.5 Other Deviations 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, 1) A deviation from LDC Section 4.05.04.G,"Parking Space as set forth In Table 1:Neighborhood General-Required Minimum Yards Requirements,"which requires 1 parking space per 100 square feet for and Maximum Building Height. Excluding County Owned Roadways. recreation facilities(indoor)sports,exercise,fitness,aerobics,or health clubs to instead allow for parking for the Amenity Center sites to be 7.2 Transportation Standards 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.1.b,"Figures 5,6,and 7,Local 2) A deviation from LDC Section 3.05.10.A.2.-"Location Criteria," Street Neighborhood General,"which requires a 6-foot-wide planting area which requires that"LSPA[littoral shelf planting areas]shall be between the travel lane and the sidewalk,to instead allow for a 5-foot-wide concentrated in one location of the lake(s),preferably adjacent to a planting area in the same location for local roads within the project in preserve area,"to instead allow for required littoral shelf planting areas to Neighborhood General.In such cases,either a root barrier or structural soil be aggregated in certain specific development lakes,Including the shall be utilized.If the option of structural soil is utilized,a minimum of 2 c.f. development lake and WRA system that runs along the eastern perimeter of structural soil per square feet of mature tree crown projection shall be of the SRA. provided. 3) A Deviation from LDC Section 4.03.08.C,"Potable Water System," 2) A deviation from LDC Section 4.08.07.J.3.d.ii.q),which requires that which states"separate potable water and reuse waterlines...shall be the amount of required parking in the Village Center "be demonstrated provided...by the applicant at no cost to Collier County for all subdivisions through a shared parking analysis submitted with an SRA designation and developments'and "Reuse water lines,pumps,and other application..."and be"determined utilizing the modal splits and parking appurtenances will not be maintained by Collier County," to instead allow demands for various uses recognized by ITE,ULI or other sources or for such facilities and/or appurtenances to be conveyed to and maintained studies..."to instead allow the parking demand analysis to be submitted at by Collier County. 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. 7.3 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,LANE SITING AND CONFIGURATION OF DEVELOPMENT AREAS ARE SUBJECT TO MODIFICATION WITHIN THE RLSA GUIDELINES AT TIME OF FINAL DEVELOPMENT ORDER. .7 "' COLLIER ENTERPRISES MANAGEMENT,INC. AGN011 "..� LONG WATER VILLAGE w''MA' "C0""11091A0 BARBER& u"a1 DAM 'n. SCALC 0iun SRA SUBMITTAL PLANS "BIiUNDAGC,,, cAln .n OAP HAM,0 1A xi n"ro, "°I rnFmtt+,,Manna,s,,,..rvn x L.nJvyrr Ar nii..+, „ate„ ,,,i DE IaIT(AI r�""�._�,."..,.`..n�"" "°, °.z MN SINS n MASTER PLAN DEVIATION DESCRIPTIONS ": 16310 "�6^N" Page a 1 of 5 9A ww Wow 3Z 001 o w a O t , t aa'W Jf ® i . 5wre ¢g �a3a 1: .wrc F� N aia-m a- _ _ E 41,4 4,.(1 D o . 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LEGAL DESCRIPTION OF LONGWATER SRA TRACT 1 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 2 OF 10 Pa;e,,2cof6 _ 9 A 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 6.72 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 61°34'15"W AND HAVING A RADIUS OF 260.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 62°08'22"AN ARC DISTANCE OF 281.98 FEET; THENCE N 03°35'48"W A DISTANCE OF 43.18 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 3 OF 10 Page of S72 9A 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 28°18'25" AN ARC DISTANCE OF 71.64 FEET TO THE BEGINNING OF A REVERSE NON-TANGENT CURVE CONCAVE SOUTHEASTERLY WHOSE RADIUS POINT BEARS S 43°21'21"E AND HAVING A RADIUS OF 240.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 34°06'47" AN ARC DISTANCE OF 142.89 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 51°27'13"AN ARC DISTANCE OF 305.33 FEET; THENCE N 01°50'26" W A DISTANCE OF 102.10 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 217.18 ACRES. REFERENCE ABB DRAWING#12347-SD PAGE 4 OF 10 Pagel- of N 9A 7400 Trail Blvd., Suite 200 ••••� Naples,Fl 34108 ■■■■■t. ■■■■■■ PH:(239)597-31 1 1 ■■■■ P ARIiER & www.ABBINC ■■■■■■� """' RUNDAGE, INC . h"k.u,r.al lApatat.1Lrnw Mn,)v,. Ir,J..apr A,.M,.,, LEGAL DESCRIPTION OF LONGWATER SRA TRACT 2 ALL THAT PART OF SECTIONS 22,23,26,27,34 AND 35,TOWNSHIP 48 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°59'01"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 5 OF 10 Pa;eaof 9 A. 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 6 OF 10 Page c 1 of 9A 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°46'01" 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 7 OF 10 Page .30 of __ 9A 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'l 1"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 334.67 FEET; THENCE S 20°39'26"E A DISTANCE OF 334.38 FEET; THENCE S 39°21'06"W A DISTANCE OF 979.22 FEET; THENCE N 34°40'36" W A DISTANCE OF 115.45 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; PAGE 8 OF 10 Page ;1 of 9 A 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; 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; PAGE 9 OF 10 Page 3aof __ 9A 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 79°59'43"W A DISTANCE OF 718.60 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 2600.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09°06'00"AN ARC DISTANCE OF 412.95 FEET; THENCE S 00°15'45" E A DISTANCE OF 12.29 FEET; THENCE S 89°44'15"W A DISTANCE OF 35.00 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 27; THENCE N 00°15'45" W ALONG SAID PARALLEL A DISTANCE OF 2691.34 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 782.63 ACRES. REFERENCE ABB DRAWING#12347-SD PAGE 10 OF 10 Page.33 of. 9A EXHIBIT C TO SRA DOCUMENT 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°31'11" 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°02'51" 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 ca Page y' of gd 9A Exhibit D to SRA Document o n w o w �� w N Y << NTS 0 'A4 OIL WELL RD m CIe< In w J Q r �a O s t} O Li. 7 n > w SUBJECT LU SITE GOLDEN GATE BLVD W alinfl 950 Encore Way EXHIBIT D Naples, FL 34110 LONGWATER VILLAGE SRA HOLENfONTES ENGINEERS PLANNERS Phone: (239) 254-2000 LOCATION MAP Page? -of 9A EXHIBIT E TO 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 LONGWATER VILLAGE SRA (PL-20190001836) (Folio#s: 00225400003,00225440005,00225560008,00225600007, 00225880005&00225920004) and legal described in Exhibit A attached hereto. The property described herein is the subject of an application for the Longwater Village SRA. We hereby designate PATRICK L. UTTER, legal representative thereof, as the legal representatives of the property and as such, these individuals are 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: 1, 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 Longwater Village 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 Longwater Village 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 Longwater Village 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 Longwater Village SRA and the County may stop ongoing construction activit u itil t e project is brought into compliance with all terms, conditions and fegu ds of the n t •Village SRA, id Patrick L. Utter,Vice President CDC Land Investments,LLC By: CDC Land Investments,Inc.,its manager Collier Land Holdings,Ltd. By Collier Enterprises, Inc.,its general manager STATE OF FLORIDA COUNTY OF COLLIER The foregoing instrument was acknowledged before me by means of o physical presence or o online notarization this day of (OC-roi32.--_,2020,by PATRICK L,UTTER,VICE PRESIDENT Such person(s)Notary Public must check applicable box: R$Are personally known to me —.r—_— y -- - ..„. o Has produced a current driver's license ,,PP Pao Valerie L Pike I o Has produced as identification io Commission M HH 32134 I ,A 1 5 Commission Expires 08.17.2024 I "�o ,.v Bonded Tar•NotarCPublic ary Notary Signature: �, y Page , S) of W 9A MINNA 7400 Trail Blvrl. Suite 200 uuar N OLI Naples FL 34108 i i 7 7 g Pit (239} 597.3111 IIIrI1/1I�IF �`. !", � w•ww.ABSINICcain imanssa■'. I i ui'Vt1' L, INC. �NII:11kf! LEGAL DESCRIPTION OF LONGWATER SRA TRACT 1 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°15'01" 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 2 OF 10 Page3 of 0 9A 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 l 8°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 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 6.72 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 61°34'15" W AND HAVING A RADIUS OF 260.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 62°08'22" AN ARC DISTANCE OF 281.98 FEET; THENCE N 03°35'48" W A DISTANCE OF 43.18 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 3OF10 Page 3 of 9A 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 28°18'25" AN ARC DISTANCE OF 71.64 FEET TO THE BEGINNING OF A REVERSE NON-TANGENT CURVE CONCAVE SOUTHEASTERLY WHOSE RADIUS POINT BEARS S 43°21'21" E AND HAVING A RADIUS OF 240.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 34°06'47" AN ARC DISTANCE OF 142.89 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 51°27'13" AN ARC DISTANCE OF 305.33 FEET; THENCE N 01°50'26" W A DISTANCE OF 102.10 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 217.18 ACRES. REFERENCE ABB DRAWING#12347-SD PAGE 4 OF 10 Page a . .of 21 9A iiiiiA 7400 Trail Blvd.,Suite 200 ::::PIAGN OLI Naples,FL 34106 ■il�til�ir�_ PH: (239) 597.3111 orl�i iF � R & v,ww.MBLNC.com mummilin 1 11:11�I D [ iNDAGE, INC. i�1�1(E�(•�;f 1�1J Prnfr,lta.i Espaays,Kiwis,&banyan ec.i.iadwtnpss Atthiacns r:IR'-4!hkr,, ... -.w:.,.q.a._r.^:J,.;a•US' •([?�pth. 7U LEGAL DESCRIPTION OF LONGWATER SRA TRACT 2 ALL THAT PART OF SECTIONS 22, 23,26, 27,34 AND 35, TOWNSHIP 48 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 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 5 OF 10 Page VD of.S _ 9A 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°57'5I" 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 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 6 OF 10 Page 9A 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°46'01" 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 7 OF 10 Page ��0f� 9A 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°48'1 8" 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 334.67 FEET; THENCE S 20°39'26" E A DISTANCE OF 334.38 FEET; THENCE S 39°21'06" W A DISTANCE OF 979.22 FEET; THENCE N 34°40'36" W A DISTANCE OF 115.45 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; PAGE 8 OF 10 Page -f ' A 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°1 1'58" 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; PAGE 9 OF 10 Page (uI< 26) Al 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 79°59'43" W A DISTANCE OF 718.60 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 2600.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09°06'00" AN ARC DISTANCE OF 412.95 FEET; THENCE S 00°15'45" E A DISTANCE OF 12.29 FEET; THENCE S 89°44'15" W A DISTANCE OF 35.00 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 27; THENCE N 00°15'45" W ALONG SAID PARALLEL A DISTANCE OF 2691.34 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 782.63 ACRES. REFERENCE ABB DRAWING#12347-SD PAGE 10 OF 10 Page i' cif2..0 9A EXHIBIT F TO SRA DOCUMENT LONGWATER SRA NATURAL RESOURCE INDEX ASSESSMENT Revised May 2020 Prepared For: Collier Enterprises Management, Inc. 2550 Goodlette Road North, Suite 100 Naples, Florida 34103 (239)261-4455 Prepared By: Passarella &Associates,Inc. 13620 Metropolis Avenue, Suite 200 Fort Myers, Florida 33912 (239) 274-0067 Project No. 05CEM1481 Page LAp of Fg 9A TABLE OF CONTENTS Page 1.0 Introduction 1 2.0 NRI Assessment Methodology&Datasets 1 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 4 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 Result 6 4.0 NRI Results Summary 6 Page of O g 9A LIST OF TABLES Page Table 1. Spatial Datasets Used in the Longwater NRI Assessment Model 2 ii Page —/ d of_EY 9A LIST OF EXHIBITS Page Exhibit 1. Project Location Map E1-1 Exhibit 2. Aerial with Boundary E2-1 Exhibit 3. Aerial with Stewardship Overlay E3-1 Exhibit 4. Aerial with SFWMD FLUCFCS and Wetlands Map E4-1 Exhibit 5. Documented Listed Species Locations (2007-2009, 2014-2016, and 2019 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 El 1-1 Exhibit 12. Final NRI Assessment E12-1 Exhibit 13. SRA Natural Resource Index Values E13-1 Page of 9A 1.0 INTRODUCTION This Natural Resource Index (NRI) Assessment Report (Assessment) documents the environmental conditions and NRI scores within Longwater SRA(Project) and demonstrates that Longwater 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 Stewardship Receiving Area (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 agriculture and non-agriculture lands, by type, included within the SRA. • A summary of the refined and updated data incorporated into the Longwater NRI model. • A summary analysis and verification of the NRI scores. • Identification of the acreage of lands, by type, within the SRA that have an NRI value greater than 1.2. • An analysis of how the Longwater 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 999.8+ acres as the Longwater SRA located in Sections 22, 23, 26, 27, 34, and 35; Township 48 South; Range 28 East; Collier County(Exhibit 1). The location and extent of Longwater is indicated on Exhibit 2. Longwater 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. Longwater is not within the Area of Critical State Concern(ACSC). 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 terehinthifolia), non-forested uplands, forested uplands, and forested wetlands), all of which exhibit a high degree of disturbance. The acreage of agriculture and non-agriculture land uses on the Project site are depicted in Exhibit 4. 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& 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 1 Page of X 9A 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 the assessment. Passarella & Associates, Inc. (PM) 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 Longwater NRI Assessment Model Natural Resource Model Input GIS Dataset Source Date' Index Factors Stewardship Collier County Collier County Overlay Collier County* 2015 Designation Stewardship Areas Stewardship Areas Collier County Collier County Collier County* 2015 Stewardship Areas Stewardship Areas Proximity Conservation Collier Collier County 2019 Preserve Land Florida Managed Areas FNAI 2019 Florida Panther FWCC 2019 Telemetry Documented Wading Bird FWCC 2019 Listed Species Rookeries Listed Species Listed Species & Habitat Species Specific PAI 2019 Survey Results Habitat Type FLUCFCS PAI 2015 Soils/Surface Soils for Lee, Collier Water Soils and Hendry Counties USDA-NRCS 1990 Restoration Potential 2 PageS of 15 9A Table 1. (Continued Natural Resource Model Input GIS Dataset Source Date' Index Factors Land Use/Land Cover Land Cover FLUCFCS PAI 2015 FLUCFCS—Florida Land Use,Cover and Forms Classification System FNAI—Florida Natural Areas Inventory FWCC—Florida Fish and Wildlife Conservation Commission USDA-NRCS—United States Department of Agriculture 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 Longwater SRA boundary was created 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. 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. 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 2015 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 Longwater SRA is presented in Exhibit 4. 3 9A 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 2009, 2014 through 2016, and 2019 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 SoiIs/Surface Water The U.S. Department of Agriculture Natural Resources Conservation Services (USDA- NRCS) soils map for Longwater 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 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 Longwater NRI Assessment. 2.6 Land Use/Land Cover As 'mentioned in Section 2.3, the updated FLUCFCS mapping conducted by PM was utilized for the landcover dataset in the Longwater NRI Assessment. 3.0 NRI ASSESSMENT The following section summarizes the results of the Longwater NRI Assessment 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 Longwater NRI Assessment was conducted for the proposed SRA boundary, the Baseline assessment was conducted for the entire RLSA area. While some of the NRI Factor results for Longwater are different from the Baseline due to updated datasets, some minor differences are due to the difference in scope between the two assessments. 3.1 Stewardship Overlay Designation In the assessment for Longwater, there are no lands designated as FSA, HSA, WRA, or ACSC. Therefore, the entire SRA boundary received a score of 0 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 Longwater assessment using SFWMD permitted boundaries; this adjustment accounts for the difference between the Longwater and Baseline assessments. 4 9 ,A 3.2 Proximity For the Proximity Index, the Longwater SRA boundary is within 300 feet of an FSA and HSA along portions of the northeastern boundary. Cells that were within the 300 foot distance from the FSA and HSA scored 0.3; the remainder of the SRA scored 0 (Exhibit 8A). These scores are also supported by the Baseline assessment(Exhibit 8B). 3.3 Listed Species Habitat The Listed Species Habitat Index for Longwater scored between 0 and 0.8 (Exhibit 9A). The areas which scored 0.4 had observations of listed species within habitats that are considered preferred or tolerated for that species. Areas that scored 0.8 had both panther telemetry in preferred or tolerated habitat and other listed species within their preferred or tolerated habitat. In the Baseline assessment, "other listed species" were not documented within preferred or tolerated habitat within the SRA boundary (Exhibit 9B). In the Baseline assessment, a few cells around the perimeter of the boundary scored 0.5 for panther occupied habitat. Due to the nature of the raster model and scope of the Baseline assessment, these cells are capturing habitat types and panther telemetry outside of the SRA boundary. 3.4 Soils/Surface Water For the Soils/Surface Water Index Factor, the Longwater assessment received scores ranging from 0 for non-hydric soils, to 0.3 for sand depression soils (Exhibit IOA). 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 Longwater NRI Assessment. 3.6 Land Use/Land Cover In the Land Use/Land Cover Index Factor, the Longwater assessment received scores of 0 to 0.4, as it contains FLUCFCS Code Groups 4 through 1 (Exhibit 11A). The majority of the Baseline assessment matches the assessment for Longwater (Exhibit 11B). Differences between the two assessments are due to the use of updated and groundtruthed FLUCFCS mapping conducted by PAI in 2015. 3.7 Final Assessment The final model result is calculated by summing the raster cells for each of the NRI Factors. The Longwater assessment demonstrates that a minimal amount of land within the SRA boundary carries an NRI value greater than 1.2, with scores ranging from 0 to 1.5 (Exhibit 12.A). The lands receiving a score greater than 1.2 are limited to the remnant 5 Page of_a 9A wetland habitat surrounded by an agricultural field in the southern portion of the site. The majority of the Baseline model cells are in agreement with the Longwater assessment (Exhibit 12B). Areas where scoring in the Longwater 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. The Longwater NRI Assessment scores are presented graphically in Exhibit 12A and in table format in Exhibit 13. 4.0 NRI RESULTS SUMMARY The NRI Assessment for the proposed Longwater SRA has been prepared with updated and refined datasets to reflect current conditions of the site. Comparisons between the updated assessment for Longwater 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 changes are primarily limited to the perimeter of the SRA boundary and the southern portion of the site where additional listed species were recorded in the Longwater assessment. This NRI Assessment for the Longwater SRA indicates that there is one remnant wetland within the boundary that scores above a 1.2. This area will be retained as open space in the Longwater Village 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 D.kof ?g 9A EXHIBIT 1 PROJECT LOCATION MAP Page 56 of n 9A till cc....,, s wito s rhA { fJJ Nd0 Y i { �r Ig r. I. t 0 L rr.,, �, 1 tE ia on }, -\ ♦ Vat.s. � ia,.. ,.•m ti I.y..: `N.� [ Na .uu.wGY2 • Or L., y lFf•.y�l , I �:Y warart 4 a , .r.--- 4!i , yli! a _ i7 >f•• 1 _ — " , p4�Yl w '` LL' I t�l yt:*�1 I I tlr * :1: `I. �y}}J''�z�11 J I'RoJECT LOCATION t 14 F ,,,..., _el.y �' �i SEC 22,23,26,27,34,35 .,�'e:'' I� �� e�; - �� ra r 4 t,I , a� � TWP 48 S,RNG 2 E ci, -•� , S- .; I,eihr'.4 fa•< C `0 tg'r' LC. 1 : `i C I .. ` p Lh7E �- t .'I 1 p. 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Dal ent,,i 1 9 EXHIBIT 3.AERIAL WITH STEWARDSHIP OVERLAY "„•,w."•., ... PASSARELI_A. K.C:.P. 8/8119 LONGWATER !C. '':17'''':"& Assoc I AT E S?- ID V11111 DA, , .1 9 A ..7' ,—.41 • . 1 ) , , 4 1I. , ..y . 1 4 a a . - :.,i 1..:::. ,... /11 • . 1, Ili, • lc, • ,. •• . , •,.. , I 1 , 4 N , . ,.. , ; t _i, ,. , \ .: - A Hi, , • , , _ / 1. • 1 , 1• 11 ..7, :, 1,• 1 1 , ' i 1 1 1 . li 1 2s .., / ,, 1,`.0•11r-r‘•-• i.:.4•1, .,, 1---- _ _ _ '- . ., •,. __...._._, I 4 4 .. — . •'. , -mit...,. 4', .7— tRD% t... -... , '• " $41 , Qi ________ I J pe:,,; ... , .a• . I I ix,,,,:r-1,‘,T Nar'fir — I --..-----af t . 1 . I 1 ----.-4 PROJECT 1 I.,, — .414 LOCATION 1 , '• . °, .1-e i -,.. , --ril 1 1 hi — _ AITTOTIE1 4. - '-rri".7., t .''III /.../Loist---.."-- - , 1 \ If • '''.WI!!rl.).. 411%11--1--1-.-- ' II I 14%•‘'''' .:7):: a — . a 4' ' • - • ,1 • — ..*' `s "t• el ,--- 4 ; .•' : - P " : .' • c'— , :N Po. .I , .,....1.` :41,1/00 )411 r-' ( 54 't It 4',I8, i , • ..';'',.-c.‘-:4'-'..31z , , '• f_1.41 4 4,''4', 1.4 2 ,. _. 1 e "I -•- LI-4--- " -4,. it. ' , ...v • / )4t..4, L [ A J.-k- , LI V ' -2 . • .1.• t .! .:,. ! ' 1...;;, el '?- " ____ _ . , k; -4 L i.,...... ,:,-c.. . . 1 , i a i , I g , • , ..-t VII 4.,11,NIt .4, ,..6— ,4 • , - it, 2 .. ' ii .; A. ,A..iiiiki, ,re 4TWAVEINE e ' ' ... • --- ,: 4, - ' , 1.t,.• ' _ 1 ••••7.-,rit 1 "4 , •'•,, ,., i A • II,..,,, ..." •I ik'. ‘t. ti ; I ..---.141,1-",,,'F.vE-- •- - 1 I • ', .t,„i . e 4. A,;., 4 . ',P.1 1 1 t , N I to et- i rig, •:"Tit ANL air%t bk:1 .' ', 1 (•• - " • 1 2 - ; k' - Avt Ht.IT - , , . - :11 lot H Li t. 1 .- --, . a Aill . a ..4 o4 , lit . W.4 ,,_ ....ISA1),F 04 r--1'-' • .. ' . N :! ar . ' 4 ti t f "ft ;1 - ,:. ,, •• •• •• ' , - - , . . i.1 — _ 1 r- 1,,EGEIID , it I • tIL g . FLOW-WAY STEWAROSHIP AREA (FSA) i . .10 ir•••6,1 a i • HABITAT STEINAROS4ItE AREA(NSA) 41 4 , ., WATER RETENTION AREA(WRA) t .,4- -- 1. ' %1,.1" • , 0 2,000 4,000 11 1 I . • . . •I . 4 , , I..' 4 Elitell 1 EXHIBIT 3.AERIAL WITH STEWARDSHIP OVERLAY •,.....— ,.. PASSARELLA a§ K.C.P. 8/8/19 LONGWATER ;I: 6—:ASSOCIATES kage 42;-01 qc-g 9A EXHIBIT 4 AERIAL WITH SFWMD FLUCFCS AND WETLANDS MAP Page (03 of �� 9A i PLUM* %OP . CODES QESCRwrlary ACRCAOt TOTAL I0o 049101110104 0T1►.• OD 1 - 1• Iaa LON,040LA.IItaL(A9GY&IV1i OPEIIAIIONW) O ft a.• 011 670 - • .r....T. K'. 20 VIVPI.TN7 NU PA►1LMELM U 11t I4 a.• 21.01 (0.07A �`t!IHCl W.'�I'( .. 214 ROW GRIPS 7011030' 71115 - 5)0 II71 I 19E1 Pµ 1'U.PIIM6 O*rUNO6010.24'6,10nC0/ 0o.AI• 001 - 4119E1 PILL FL4T00000.O11Tu1LED 1021.:0I01IC1) 17,9a.• 01, 12.15 Ac,.._ . -+�-- 17t IAE2AWI PEPPER 2OD A.• 02 514W I. -4• l ' • 11Y ,014b T721 7MHILON PE PPM.IHDIOC 12040• 01 A4;.1)(D A. 4_ ' (1.7S Ac.tl 19791t LNk CAN,OSlUI TO As Ol"EX0U00 000M• 00, :,:is:, E 1260EI Calla0f NUM,OLST111lID1624' t C6)A0TI 107A., Ali 71T. '�� --�' NO E1 u CAAOEOALM,OnTLN1E01T1-100'. BOWS', 014 At• 011 {` ;y..1,,1- A101 DITC. wfTUlO 0302.• OW Illl R1/1N0R t16M• oa• .•DE4' is BYO Ea AlL1uw DiTUI0*D pDn EI(Ona'4( f 41 M• 03' 4219E3 VIM%S.Dr WM0P029 E7OTEs) I Is Ai• 0.7; AC.t) 814b 0717(4 CYPRES1,DISTURBED 17%103. IXOTICI) *NM• 901, - (0.12 Ac 7 p60E3 wow PI4.040TUR4E G i11076 EXonC61 041 Al• 001 6259E4 MOM ERA.0107.0111ED 176100. 11.1101.014 023M• 00i E009 E3 %Ell/IE7 2,1IIIE0IM10O70000 COWER MILINEt PO 75. EXOT106) 0010.• 0,0¶. 0311 f3 WE1L410 VOUS.DIS1L016[D 0015 EXOTIC*, 230AI' 011 1114 Ul4.50310330 000a.• 001 8140 j 101AL 1M n A.1 WS% (6.•s0Ac.t) J Z i ,I f \%. i'' . i ill . SCA 1:,S..•• ' '' ',./. : %'rk.,...:;1- .t . ‘• ' , tri ' ` . ,_ . ri j \ .....•......�...-�.. _'•.�i1IS1Or: _ -- _) '` / _ / `� LEGEND T1 SF AM WETLANDS (14.[.7 Al,.) g I J'f/f. /// SF'n D OTHER SURFACE WATERS 1 • ' (2 15 Ac s) I y lr'' v\ SUVuE'rE0 IETLANO(INI S 1 ) -(549-11E Ac.t) , YT ` 1 , x .. r II 3214E �_, NOTES' . (G.01 Ac. '- ,240 / • (219,14 AC 1) AERIAL PHOTOGRAPHS WERE ACQUIRED THROUGH 1 THE LEE COUNTY PROPERTY APPRAISER'S OFFICE i .1 G219E4 �� t _ WITH A FLIGHT DATE OF DECEMBER 2011. 1{ I (3.10 40.2) Y. PROPERTY BOUNDARY PER AGNOLI,BARBER.8 l r I tf�\ 1I BRUNDAGE,INC.OPAWING ND.12SSSRA05-L1aY 1 itI ; \ BOt001ARY-021320.0114 DATED FEBRUARY.2020. r' WEILAND LINES PER ABB.INC.DRAWING I 42E19E4 \- N0.4DL-N-WORKSHEET TO KPISJUN07.79 5 RATED . i, (O.6AO A •>�. '� JUNE 15.2007. . , ‘, 4U951 - . I ' 0.769E a! •(G'��•t) 21 FLU[Ft9liNES ESTIMATED FROM I•.290'5181AL Y( 1 42T9Fa �,1 PHOTOGRAPHS AND LOCATIONS APPROXIMATED.. ., I vanA�tl •- _ FLUCFCS PER FLORIDA LAND USE.COVER AND 4119F1. FOOOTRMS I090)CLASSIFICATION SYSTEM(FLUCFCS) (1.15 Ac.Y) (F • EXHIBIT 4.AERIAL WITH SFWMD FLLICFCS AND H.H. 04/15/l9 I�AS SAR E LLA a1N WE lI7TO OATS WETLANDS MAP K.C.P. 08/15/19 LONGWATER 'u'"71D H.t3. DATE oz�ls/xo T'r.,." 64' ASSeCIATESY Pape (p1ofgg 9A EXHIBIT 5 DOCUMENTED LISTED SPECIES LOCATIONS (2007-2009,2014-2016,AND 2019 SURVEYS) Page ($of 9 A , --....-. - • air—glliMlldr6 P.t"t 1 W F l ——__ w 419 ' liziali. • 0 I,t10D 2,000 FNI I AA 714 ' . A Zvi r iIt - LBH Trill. / .� JJ na t4H 1'0' Tr, :HH�,Ew AA'171 ,• -- PROJECT AA n .... . LOCATION „„ p , I'P.'. AA,UH ' T Hr F ! -1 ,d. h.ie .SiY ►' ' d r,t , ✓, .A \ LEGEND �`�: R :1' r ''`F` ••! LONGWATER rt L a-� / a ' +a ♦ 2019 Fi'CC PANTHER TELEMETRY (/). A ''• CRCA-REuc NEST 19:1I,a,•T 1 I1� ' tiol AA 2007 -2009 LISTED SPECIE§SERVE r r. ' 1 :►TIL'kk,,] cur I • AA AMERICAN ALLIGATOR f • FPS,FLORIDA PANTHER / • SACR,FLORIDA SANDHILL CRANE sP �� a J • LBH,urnE BIDE HERON ""�"-- +�"'� ..: rv•v. m. 'T 'i ,A /�, C TCHE. TRI-COLORED HERON F i `T: r F �1— `i , SP eH �`, • WOST.WOOD STORx /� . `` �014 -2016 LISTED SPECIES SURVEY E. I , • tr ' ",• pr a • FPS.FLORIDA PANTHER .. 4 • LBH,LITT ! BLUE HERON Tin T NE r • SACR,FLORIDA SAI•IOHILL CRANE • 1 ACR !Hoa, ~�- a -- TCHE,TK-COLORED HERON SAC' CU a Al • `�{ • sae, , " 1 `` • CRCA.CHESTED CARACARA F I TCHE , I •-,.. I I Y T H AA /4WUST 2019 LISTED SPECIES SyRVET I FVS I FP' 1 • M,AHERICAN ALLIGATORI ' _, t\ • FPS.FLORIDA PANTHER i - I `,• CR 1 I _ ..... ... .�, :� o _ • LBH,LITTLE BLUE HERON A`'• I \ ROSP,ROSEATE SPOONBILL i Acid'- OH. ,1 yM sit • SACR,FLORIDA SANDHILL CRANE D �'+ TCHE,TRICOLORED HERON �J -- SEPTEM@ER 2019 LISTED SPECIES Stmvr ENG TAM ENCTAM,BUTTERFLY ORCHID " 71�...SIiT FA SACR `• , • ' �'TIl-l1TR TI7 4 ~ • AA,AHERICAN ALLIGATOR rp b r ra R.II , TR-BAL,INFLATED WILD-PINE Y • TILFAS,STIFF-LEAVED WILDPINE 39 H • T1LUTR,GIANT VELD-PINE • \ f '•�+ gtn NDVEH ASTER LISTED SPECKS SURVEY \�../ I AA,AMERICAN ALLIGATOR SIGN " � •'rrL • LBH.LIT/Le 8we HERON TI fA. _ .. ! � " ROSP.ROSEATE SPOONBILL_ i t/I i L' ... • SACR,FLORIDA SANOHILL CRANF '.• th E' TCHE,TRICOLORED HERON ' 11� w -. s 1 ', I .- I' • WOST,Wow STORt( + • EXHIBIT 5.DOCUMENTED LISTED SPECIES LOCATIONS PAS SAR E LLA Intlillitan (2007 ■w�amsn wn 2009,2D14-2016,AND 2019 SURVEYS) K.C.P, 12/18/18 11P1.41A7 LONGWATER ■.w.c CAR & ASSOCIATES F.L. 1/10/2/ Pa e t o 1p of 9A EXHIBIT 6 SOILS MAP Page of g 9A I , iti — I,a. .,t . , �- ell 1yf P� t) t I ` 1\ i I . nn+vr'Nr++—I PROJECT , -----I LOCATION I' \ I' w I i 1 4' k • 7♦y.ir..4.\' -_ �; •• If ,-: 14....`" ' ay'- , I ' i'' --R,1 Nf)�fU U4dU— I _ ..�^ :: ' ? Cfro; '...,',',,,L,,, ,;' „ , ,.., p • .., ..I. ..'.'I i:' . 11111 \ \\1,‘. . . \,I rCl� IMl11H a„,,,„„ I ` V Nr v I. 1 ,,„ Lit , : >a 11 A\ri.I,1 W f I T., .rr. - ' LL.rLIwI , J-.. ..,...,..,',7 7,..:...:'::;/4/1141.( i 4, — \ ei raN�tAn•r,I ._..i / .`` 1 \ •1 ` ). , _ / 1 ff 11 • 1 - t 1 I� '' , . ...---.1 , 4,...".••••e) ti( '''' , ; . '14 . • l 6. I ,P*A"I - - ;n I 1 ' v.i - I 1:-......1.41H,A1L1 "'a - ,. . I .' • Ai L HORS: LE$EHQ /DIL YIIR Mail NVelin SOLI 10N IWAOPIAY NM SItRt ACOUI MI 17 MInIG11E 1M<tw0 AAIV1000 loci FApr pie FLORIDA GEOGRAPHIC DATA aMIM W\O.UtY IIcI I;Ilf11ITII1 RAIY OO SOLI UNARY wS/SITS. I_____ __ IS PIMA nee inn,uunt0/tSUltVA1l14 Putf(IRAIORCNNJlDII! t 17 Ml/ASRPIW MP/J PUTII1M1'IIRA'M'IMI)SOtS COILS NAPPING Was ACDURSO MOO CI SODA MI SAW RAtwoao sou THE f LORIDA GEM ROPING DATA 4.111 HART 16 SOCA WOOL WCSTCNC SUlS1M1UI APO 07•110010 PS.DemoNlDNAL IAAOOVRI%ION At/SITE OCTOSER COSY AND CREA7EO eV a 0 .r000 2,000 r 110.4•AIR MID Duct FIATS DRLHOSICWk1.1 SOTS The NA E Foot %UNICE71400.NCsOURCtf,GONSPly ATIGN Y EXIIIBIT6.SOBS MAP P1v1TNt/R inn PASSARELLA x K.C.P. 12/18/18 I„ LONGWATER ..�,.d '�"^t"�` ES S F.L 1O/2.1/19 Page CO% of 2 9A EXHIBIT 7 STEWARDSHIP OVERLAY DESIGNATION INDEX Page f of12. 0 9A IL EVE 1 d - y171t U'AV t'Nt !' -. 11"i 7+AVf.Nf I 1 . f `l " gh J 4r... i— • '—,1. PROJECT 79TH.Ad tw^.'.-+' I 1 J LOCATION V' ' I w;� I . • 4 r1.iTh:VN F. E..--o' _-..._ __ .._._ 'r•• co ti O 7 NO ,L fNE. . .- / \\ ` .+s V j , • + I( 1 r.713 ,J i\ ' • .• t • . . - ., ii„,„0 0; l ` 3E 1 I ( I • 1 r,, • 1 1 1 I . - x. 6 Y-- \ i 1 . • N.—.- & mow'lE".0 '" n 1 ' r , C 4 n . t j T: y LEGEND, ;fi NOTES y Eyyi 1df I l,�'. 11' E AERIAL PHOTOGRAPHS WERE ACOUI* DTHROUGHl �� THROUGH THE COLLIER COUNTY PROPERTY 111 APPRAISER'S OFFT:E WITH A FLIGHT DATE OP OECENDER 2011 # S N U 1,000 2,000 Feat i { s I:XI1IRIT7A.STEWARDSHIP OVERLAY 11 PASSARELLA xA+u•vaD rr UAtf s DESIGNATION K.C.P. 10/24/19 El g LIONGWATER IVYHAO YAT L' '"` TASSOCIATES M PA ge lQ of 3 b 9A ' - .. /1.1"." RP FiT - ]1R0•AVF'4F r...3,s T•AVE.ti; ,1 I , __�i �rE i - l'KOJE(.` l,1 i6.411r ' 291N•AVt:•Nt- -•- LOCATION i ^Y / 0 ��.... frit7 rl•sv�•Ire *3 'ty�r,..Fill / RANg1TCL 9L4'U-•�`^-1 1 \ •�V 1 A l y_ + -J I 'ly \ - ' r Ili:: III ogro 1 /-,—____ - v IJ fitit Aw E'NE I 'n I ��-/ '1 *.-11.I �( •t'.- N144 B ":I 2OIMAVF••C i• I r / 9RtN nV f.,yt• y 1 41.41, `? jsad?'f J h: I • �t I 9 IGTHfAVt Nt •� 1_ 4I. F - .t 1 r rtl ry LEGEND I Notts i AE RIAL PHOTOGPAPI4 HERE AC(1UIRE 0 0 THROUGH Olt CaLLRP GOWITY PROPERTY &' APPRAISER OFFICE IITFI A FLIGHT DATE P$ NIY 1 I • U.0 y 1 DCCCNdCR 2J1/. c., 0 1,000 2,009 E Faat i Y ORAWII MT 'A g EXHIBIT7B.BASELINE-STEWARDSHIP 1,.„wion 10/2T4/19 OVERLAY DESIGNATION K.C.P. 10/24/19 t,,,,,40 PASSARELLA LQNCJWATER R.MO OwTL La'MFIa & ASSOCIATES 2 Page ( of _ D 9A EXHIBIT 8 PROXIMITY INDEX Page 7 ., of IS 9A T �_ nt+w Ltvt. 11011/11....11 Y ti. uHn•A.radt 4 f r 4 - PROJECT I pr 29fMv1VF•uf—•*•••^. LOCATION , 11 i i % 1 ..no., 'PE H•AV H•AE •�� e r� Y • ' F {` in t RANIT.11 IVU"' i , \'7',,,, 1 1• ' i sir c� _� / S C \\ A T 72ND WVF.Qj�` i" 1 C 'gi Tr' f. / ��Ssr . / i i• , . �I 1.. 1)TII./Vr.Jr.. i T � i....- 141.113 1RT.{p�.r1A1C•q •.-..-.. isiI 1 n I +1 1,f'O'•-. I 7. 'Itt ''7. 1 - ,,,ri,i.v1 I, ... it iict. 1' ` '!er �� rI_ � U ' i71 a ,7 a �/ 1 / q �141HiA:'ENE...-_ "+ I g I a is to C emu'-fy3ir . y a W N Y LEGEND L '.C' _ F. NOTESi V AIM. 9 AERIAL PHO10:RLPNG WERE EC THROUGH THE COLLIER COUNTY PROPERTY r• APPRAISER'S(WINCE WI NI A PULL T GATE Or a IN 0.3 S DFCEHBER ZAN SI 0 1,000 2,000 Feet i g .,uw.I,, DAn 8 EL. I0�2E/I i EXHIBIT SA.PROXIMITY INDEX . : 'in'.�II,,. I,+,. AS SARE LLA LONGWATER K.C.P. 10/?4/19 L, R A •{/,I111 0,1 1100IP'' : , ck. ASSOCIATES X Page _ 9 A „. . „,..... 4 .. . I r 1 P 4101P"'"•• ro Wit FIT 1 3 P2 0•PV F.1.r.,......*P ;..... ,.. /-1 • , I „, 0• ' , . . u. Ir. — i: , ' ,- , III.,.i.; •.,..;_.,1,- ' , , a ___,hi I , ... , .... •. • 011;11.Al.C•NE••••••••1-111-2-s. ....... 1.10-4BCT ." 14•`''4 LOCATION .L. , J - r".; , • -,**a vldh.':, .......... ...... , — ---, ................ ..........—..,..‘,•.. ,,PAT,F................. I . . . . .0 . ' *Ire r 1 :‘4.• k ... 1. ,.... .... "f ,.....v t .• trrpoNnIA1311., 1—...--- •;:. ' i i - . 1.\ . ) pl, ' 0 I 1 • - • ‘ III ' , ,-,---- ...A —f.41-ri.roit_•?,,L—P,..1110.1111••••••• / l : 1 . 13 . .•-•---•. . . . , ,... ..,..'_:: .9.- . .._.. ... i 1 I 7-.,,h 1,411F N• I I .• 1, \ \ I / 1 --- f i 1 I . . , . . s.....,'..1-;1, i ,'•• _ . 4 , T.:AL. .,4• 1 s, .... , . ..... t L, _-..:• •ui "P.1.41-11 A,,,t1.21,•— 1 A t'. kl N -._ LESIEtta + 'AU.-T1 Hip i i:Al;Li HP:IlMSTOCIC FiC:c.:E111.1C WOOl:1';i 17 IP 14".171:1:174 12 I I YI V AL klE I I 0 .i 1.. IIII 0.3 CIE GEN BEN i911) S 111111M1=1 0 1000 2.000 ii Fut MIAMI*.. I.L. 10/24/19 EXHIBIT BB.BASELINE-PROXIMITY INDEX ROVIIMID,OV MI. 0 ph PASSARELLA s LONGWATEII K.C.P. 10/24119 t:i 1101.11BILI 'mit -r'"411141& ASS 0 CIAT ES g A .14elt of_S:? " 9A EXHIBIT 9 LISTED SPECIES HABITAT INDEX � Page of St 9A a J._ _ 1 . ffs .��1r.f1 . ., PROJLLI 1 I. .II—._..r LOCATION ti , , f P h,F'�EcET�+..,.�� 1 �c 11' 1 1 ' t / 1 11 r /-.‘------ s `t is ' i 711FfV:IE E r4 1 / ` / � 1 ' ' JAY ` , Jy/ 1. �N I+H AVt�NEr—"V! Y . +i?�r.., ` Iti T•`: T .. , i II AAIf TH!AYt NE 1 , ,,.. ... . ._.... 9 :,a TH'AV F.1.F•---'.u- _ /' . 1 . 1 R N Y LEQEND NOTES r VA._o: W F: AERIAL ENOTOGRA►NS WERE ACOUIREO 0 ;1 TwITOIJ P THE COL ER COUNTY PROPERTY -I AE►Ra,SER'S OEEICE WITH A ELNIN(OATS Of 3 Z. trPCMRER 101E .. 0 1,000 2,000 Filet T 1 vin14'N11Y UATt x I'.L. 10/24 1.9 s EXHIBIT 9A.LISTED SPECIES HABITAT INDEX •■ �,n PASSARELLA * LONGWATER K.C.P. 10/24/19 •^ •.VII,.O ►::A,. Si ASSOCIATES X § Page 76 ui_ 9A , i_ _ 1'l4 vt•... iii Fir-.1•,1VF.HF 1 • •-1.Si-avr4lrt�- . .. z�. .., 1 .I :1 PROJECT 1410r2TIT.H•u2F•r.I. --.- I LOCATION ♦i y ,/ F 1 14, ,.r II Y �',tlr_ _ i . ' �'� w 1 , ry.. { RAN RAI'1 ICI\•0 i \ _iii [- �1 t r,r.MPr �MEI _�, . DPP _ � `\ f / ... ` \ t otl 11 \� 11;i., f `` ti_ 1 % i it t I r 1 \. k. Il ! I ryi A'.e • I A.TN-Avr vr' �' i. r F, Ti " � �' 1 •1 JT 11 eV! rll .•. • i Y LEGEND i a Hoie: 5 VALUE NA - R. 1 AERI a,,PROTOGRARHG WERE ACOUIREO 1 0 THHOU II THE COLLIER CO.NTY PROPERTY APoRAISER'S OFfILE WITH A 1L4 .1 O4TE OF / . 0.; OE:ft19EM ZERO 2 S 0 1,000 2,000 Foot 11/ i F)(HIRIT 9B.BASELINE•LISTED SPECIES HABITAT INDEX .....�,,.., UAl{ PASSARELLA x LONGWATER K.C.P. 10/24/19 i. ,I„' " Y.�.o Wallk�'^�� & ASSOCIATES 9A EXHIBIT 10 SOILS/SURFACE WATER INDEX 9A WI i, __...ram 10 /. A aj. ^-J1tii'n4'F'N"`rY ( -- I !ij 1 PROJECT' , t .J,,.„.AVt N=—•--- LOCATION i il tl • , - 4H•A-E•`IF.f. .. I ✓ 1 0 `I Ra ND�1..L'BLV O.—.-- I yy�ii I +� c--- 1 III1. i I --,:3T11 A'Yr'4E"'.o.i�+-- ,—��--__ `-'. G t11 �1 l a' ti }• „tom =%` " 2OTHa.4F•RE 1 . h .X 1 I•1(F'J t'Nf�� Imo. - I (, 1 1\-: i u - - .t . ! \s„ 4 _,,, , , . .,.. • ...., .. ii. ... ,i, ,....___ ,, 1 r 9 IVIH AJ-•hE -M.: 4i —AA . ■ Si . .tr' i �+ 1 r L GE A1 ND 1 1 VAL I NGTES. {i t�' -- _ F.'1y 0 SEfttk.Y$OTOORAt4.SIR WE AC611111lD T HROUGN IKE COl LEER COUNTY PR.'tlERTT 0•2 i I APRRA+SEA'S O!r-CE WITH A PLIGHT OAT!Off KtIM/ER MA 0.3 s in 0 1,000 2.000 e Feel X DILSOM IT DATE F.L 10/24/19 I EXHIBIT 10A.SOILS/SURFACE WATER INDEX P1WWf0ST PATS PASSARELLA JS R.C.P. 10 24/19 t• a LONGWATER / "'I"'"& ASSOCIATES •.vMID DATA 1..d.yln� Page71 uY....Zg 9 A ..., t:- . ______ . fic.rivrEL99Rn F., OPPIIIIIIIMI VII _ 3:1R D'AVET' 1„............1.. ;- . ..... , ---1 ,. .• No ' I a. `X...i_t, • ••••.•••-.IIS T AV E`II -. ,.., ' 1 r••,-- .1 -....... , $A ':•, $ ,.. -1 II-AV 1-1•11,•-•••••••••• l'IttlJECT • '..14 ....e.....10.,feepeomproill LOCATION . • (---7-`- - ". I . ' itO•• , 1:•1,1•41.0E., 49 ..........-..--.. . 16 v•toto • : I rl 1 , 0 • • ,,k•",.. ....—............, ••-..w".'\ '.' RANOM.ff 11..4.0--•-•• „;',.•-..-. !'' 416 1 ivrr ,‘ , --... .....„, ,iipor.-------er \- A ... . \ , •f I :7. 2.iiii.Viv.Nr-..4.1....-- i rilliPli. . • . .... \ \, .,,,),..: .... __...,..\ ,-- ,. . ,,..,,-. ir: • . • c .. iTAP-- ``c: . F.i.f.,,i, ' .,.. . •1•IF.-,,1 .... 1 44.' ' 1 1 ' ' I, . . ,•,.., .... .. , . ..„...' / / '• ........, • ' / •••••••.„ 1 i 1 •• 1...if ' ' . i i y yi ,,s' Z1': .) . ''l'1 $•AULTIL. 1...._ _, ,..... , .4. .......4..t. .... I' I . ,. F I, -, . --I - 1 • . • . • I k •. i or,4,''''''''11) .1° .. . , • - . , • 1 111 . . I ..- I . ' ,ir r , ''''' k.14;i>\_ a• ,„ .1„, 4 t , • . ,.. ,.. ... , . I$ -1.111+AUF-11E.........$$$••••• ' 1 `.... . . . IIIIII \ i i I . ,• 1 ! I Y /0/411AL401 ' • 1 1 : A '. az:. , • • A I Is: IMAM VALVE ( I o L1' E NOTES AERIAL PTIGIOGRAPHS WERE ACQUIRE° T1TROUGR THE CO1 LIP COJNTY PROPER-5' I 0 0.2 APPRAISER'S ORFICE VAT.A FLIORT(war CIF DECERIBER RON 1 at 0.3 isrmensisk s moomme== ,..4.• o t000 zoo° a Feet i 01,$.•..1 F.L • Ti 10/24/19 7_ EXHIBIT 10B.BASELINE-SOILS/SURFACE WATER INDEX 11/.1111111t12 IIT IM I, PASSARELLA as LONGWATER K.C.P. 10/24/19 ...:„.....1... & ASSOCIATES i RIVI/40 Ran sg 9A EXHIBIT 11 LAND USE/LAND COVER INDEX Page $ of Z 9A awipommap 73 D•fi. •h F ND P ilii 1.1 ,i *vroH.are•HE--•I- 1 ti PROJECT a ', �"� ( LOCATION . - _ 1 -y r , �,f ) 1 - • yl RA`4I Alt I I�•fl_.«..-. INr � _ �`�r ~ '. } 1 �•. r.,....0.1-, ser iih, e 1 . t t h • II / '.tlii y • « _. - . �/ .T \ \ ..-. ,. .'"/ \ 1u L .J // •,i 1` .a! • S /1 1 1 J'H�A'VE,•Ic ' '/I f 1 A _ f 1 1 . t;,, 1 ) . I S , ��5.. i t L . �TH'n•r��, Wit, f. ' IN- A W i n Y j1. LEGEND I NOTE: g 0 , AERIAL PHOTOGRAPH:WERE ACQUIRED S a0 2 I THROUGH THE COLLIER teILARTY PROPERTY J./PRAISER.S OFFICE WITH A FLIGHT DATE OF a 0.3 s DECEMBER 20IR 14 y 0 1.000 2,000 6 Fait i a 1 MailBIT 11A.LAND USE/LAND COVER INDEX AA. ASSARE LLA LONGWATER K.C.P. 10/24/19 4 F.L.� 04/08/20 ` ''''''"& ASSOCIATES Page ?(j)vi V 9A IT „ ,till,,,,. STR 0'6V F'HF Xe‘ - -.._ • i.7. 4� •-'- lil.o-.1,CG6V F.LF .—;. lit PROJECT - J icI, .� rsT+.1•Avr, 1 r---- LOCATION I 1 la"W • 111,...-•i ' i i . it l tl12aIxAVE•NE. s4. /.•I G i f-k ilit i:1' 2. A.ET.E N n t / 1 _ r••.... �/ f4-f ' ` f 14, 2 a -- _ 1 i El ¢ ' ) .46F•.1.111LabL141... 3 AA 5 ,. LEGEND o'et.of \\. _\ ROTES g t) 1 AERIAL.NOTO.RAPMS WERE ACCOREO i 1 THRoA►PRA SM'1FOF FrEFgo TM[CLINT),A FLIGHT PROPERTY DATE OF �'Z DECEMBER 2061 k 0.3 cl all O.L 0 1,000 2,000 i Feu F.L. B► 10/24/19 3 EXHIBIT AID.BASELINE•LANDUSE/IANU COVER INDEX RL�4Lw��F wn PASSARELLA x LONGWATER K.C.r. 10/24/19 UVMFY DA. F`"& ASSOCIATES Page i3.of 9A EXHIBIT 12 FINAL NRI ASSESMENT 9 A , , O 11. _LAND .. 3,.[ ,,,Uri,PL3•Avtli•IN t............. 1,, e .1 —.......... -... .........................m4.1 11 , X.4 i - r J15 I-Ay L 4 ....,L,WEIE _ _ I 4 I ...] 4 a J i\ .1 •^"-z•401" r 1 PRt).jEcT / k 29 TIFF FAV F F11 E.....91.9 LOCATION —. .......• I 1, _ — — ,-------..„ dr ,-- 1 ib flitV '1 7 911.9%.1,,E.F.romm........ ..-- - -•- t-7 / -- ' ' ' VI i \ -V ,.. r/ - N*1 . • ..,..,....19"..,e'\ 2 1.„rin N i II ffi r, - 4 I • ' 4 _ 1 \ . --, .-, ,...,z-. , ID 401.1". • ..), I . , / 1 ..„,. ,-.1 N._.,._ "ye ji,' 2'904. I 49 4."---:—..----- Fl 1 41 / t 4 —.... ..... ./Ji i / t .,"‘-fel-41 . 1 s s \ • \ 1 ,., cr,:,.;-, ,,... , r t.... , ..,,,,,••,..i•I'1--;-..... I 'wt. I / / t I ` / ‘ / ; I 1 ;It,!1244:- I i l'IH ... .....IWL,JE--- ';'/ Tali I i 9.041 i44 - ' r E.t • ,, :4, 1 R..... ' — __ __......... '..., , I—:-- a t I IA .,,,,:4-,•••"-,,i20.1tE.,,''., --!,,. , j 4' __.___i '4 114\ = " I I •.I/ , . 4 .. ._ . es. ' ,------ i ii A;E 1 -CI I ••.. I 11 . aA • • . 4. . 6 `..". ..!.. LgGIEND I NOTES io ily F /911119 PHOTacoramc WORE sicaumo oi II. 0.7 THROV4N INE COLLIER COUNTY PROPORTY APPNAISER 9 Of FICE WI TM A FLIGHT OATS OF OtCtMilt14 ENE I 4 0.3 III LI i E 0 0,4 IIII 1.4 ,s ..-- al 0.5 is 1.5 0...... ...COO 2,000 i • Feet 1 Dik..111 RI OAT' IL 10/24/i g ,.1 EXHIBIT 1 2A.FINAL NRI ASSESSMENT 11.11,11,VIIII WV DAM . PASSARELLA. LONGWATER K.(,P. 10/24/14 in hi,UAL, DAT& '.:"714""& AssoCIATES'6' E FL. 04/08/20 Palle /5 '- GI 'Cr' 9A i Trrm....V.L.•.V.,I.-.11t-7.,..... ... 1 4t 1 ii I N. itir PROJECT ;/. 1 ;rI1.AVE•NE LOCATION .t I 4 ANnAf1-rivn I `� t lit,;: ..t - •A..,. '4 L' / f k �tl� r r •. i \ ) • —,„ ,,...A.,,_••,. . i ' ji I, 1 1 '1 'I 4�., A 1 ...k....ttri•7,tirkvi.h.h\-- , . • , . . / 1. ' .1.,0,40--$''''''''.I. , 1 - t .... 1J Tt t 1 I 1•AVtN .-.r.�. I . . . 7 1 a 4 It:- ' \ . LEAENR YAWL • 0.9 ti Q 0 - 1 NO'.E3. 0-2 IP I. N, _ F. MED TMRO''.4MAERIAL MTHE COLLIER COUnrYoroonand*ME ePROPERTY 0 0.3 RPPRNSEA'5 OFFICE WITH A FLIGHT DATE Of 1.2 OECEMBER vale 0 00.4 el1.4 1 / gli 0.5 ® 1.5 5 w Ill 0.6 Q 1.6 0 1Ao0 2,000 1 0.7 C-) 1.7 Feat 0.8 0L8 x i EXHIBIT 12i3.BASELINE-FINAL NRi ASSESSMENT R B. PASSARELLA LONUWATER K.C.P. 10/24/19 l. c. !MAO DM% L'.Mu(Iw.So. ASSOCIATES X Page (0 vi ��1� 9A EXHIBIT 13 SRA NATURAL RESOURCE INDEX VALUES page 7of A( 9A LONGWATER SRA NATURAL RESOURCE INDEX VALUES NRI Value Percent of Open Total Acres Total SRA Acres Total SRA Acreage 0.0 1.4% 13.9 13.9 0.1 0.0% 0.0 0.0 0.2 38.5% 385.4 385.4 0.3 0.1% 1.0 2.0 0.4 36.8% 367.5 367.5 0.5 1.9% 19.9 18.9 0.6 20.4% 204.1 204.1 0.7 0.3% 3.0 3.0 0.8 0.0% 0.0 0.0 0.9 0.0% 0.0 0.0 1.0 0.0% 0.0 0.0 1.1 0.1% 1.0 1.0 1.2 0.0% 0.0 0.0 1.3 0.0% 0.0 0.0 1.4 0.1% 1.0 1.0 1.5 0.3% 3.0 3.0 Totals 100.0% 999.8 999.8 Totals NRI>1.2 0.4% 4.0 4.0 E13-1 dQ Page of sg. 9A Exhibit C STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT SSA 15 THIS STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT (hereinafter referred to as the("Agreement")is made and entered into this 1411lay of J Kn z ,2021, 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, Collier Enterprises Management, Inc. 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 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 Longwater Village 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. Applicant has applied for SRA designation for Longwater Village and said SRA is approximately 999.81 acres in size. 2. 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 Longwater Village is appropriate. 3. The County, Applicant and Owner have reached agreement on the number of Stewardship Sending Area(SSA) Credits required to be utilized for such designation. 4. 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. Longwater SRA Credit Agreement-SSA 15(rev 5-12-2021).docx Page 1�„.of 9A 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 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 acres proposed in the Longwater Village Development Document and summarized hereinafter. 2. Exhibit "A" is the legal description of the 999.81 acres that constitute the Longwater Village SRA. 3. Attached hereto is Exhibit "B" the Longwater Village Master Plan which depicts the land uses within the SRA. Also attached as Exhibit"C" is the Longwater Village 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 Longwater Village Master Plan. 4. Pursuant to Section 4.08.07.B.2 of the LDC, the designation of a SRA requires eight Stewardship Credits to be transferred to an SRA in exchange for the development of one acre of land within Longwater Village. Applicant and Owner are transferring enough credits to allow development on 837.22 acres, since 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 Credits. 6. Pursuant to Resolution No.zoz�, the County has approved Longwater Village as an SRA consisting of 999.81 acres and has approved the Longwater Village 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. Longwater SRA Credit Agreement-SSA 15(rev 5-12-2021).docx Page of I 9A 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. 11.7330 Attest: +,'J...... BOARD TY COMMISSIONERS CRYSTAL K.KINZEI- clerk COLLIE TY, FLO • By: Atte t as to Chatiani's,. De I Penny lor, Chairman signature onizr APPROVED AS TO FO AND LEGAL SUFFICIENCY: By: Assistant County Attorney WI,TTESL COLLIER ENTERPRISES MANAGEMENT, INC. (Signature) 1/ ,/ 2 eak By: ` (Print full name) Printed Name: PA-TeiC . Title: SEt4 oL-vice P ioeNT (Signature) (Print full name) STATE OF FLORIDA COUNTY OF COLLIER The foregoing Stewardship Receiving Area Credit Agreement was executed before me this \1Pday of tnAk4 , 2021, by means of ✓ physical presence or online notarization, by jAg•ftlex-l..v-t eat, as $t..\rot QAw rof Collier Enterprises Management, Inc., who is personally known to me or who has produced as identification. o pay Poe Valerie I Pike OCAS-: Commission!INN 32134 Notary Public a a` Commission Expires o8-17-2024 Print Name V -- .�,. Bonded Through-Cynanotarytk �UF ° Florida-Notary Public (SEAL) Certificate No. \.}fit 3 7- 3%4 My Commissioner Expires AvG• ri)a-o}y Longwater SRA Credit Agreement-SSA 15(rev 5-12-2021).docx 9A WITNESS: COLLIER LAND HOLDINGS, LTD, Qn A Florida limited liability limited partnership '� ' By: Collier Enterprises, Inc. a (Signature) - Y�Florida C j hrati. , it's Gene al er vI Qt B / Z- (Print full name) Printed Name: Q(kT¢i -- L. -IL. Title: V 1erc kr S.% r (Signature) '► (Print full name) WITNESS: CDC LAND INVESTMENTS, LLC, L) 3--: ....--• A Florida limited liability company (Signature) V Po By: (Print full name) Printed Name: F�T'2ic1'.- L. v-1112. Title: \:cr pv-ESi4cNc- I (Signature) n $:kikru.....8.k. (Print full name) STATE OF FLORIDA COUNTY OF COLLIER The foregoing Stewardship Receiving Area Credit Agreement was executed before me this 13wlday of M,AAy , 2021, by means of p( physical presence or online notarization, by ?AAcx.L \3i- e. , as \l cet Q€. cs c r of Collier Enterprises, Inc., General Partner of Collier Land Holdings, Ltd., who is personally known to me / or who has produced as identification. _ 0 ,9,. .0 oii Valerie L Pike ► Notary Public Commission#HH 32134 Q o� Commission Expires 08.17-2024 • Print Name V4&JF.t to L. `t s1,..�,o�' Bonded Through-Cynanotary ' OFFS Florida-Notary Public Certificate No. ► 0i• 3 Z k 3 4 My Commissioner Expires A-1/41c,.,s%- VI)7.0 Longwater SRA Credit Agreement-SSA 15(rev 5-12-2021).docx Page it of 16. 9A STATE OF FLORIDA COUNTY OF COLLIER The foregoing Stewardship Receiving Area Credit Agreement was executed before me this 1311)-day of Kivi , 2021, by means of / physical presence or online notarization, by ck -LUNta¢. , as 11,Z.aarcsatric of CDC Land Investments, LLC, who is personally known to me / or who has produced as identification. A-\ L Pik iCommission#HH 32e134 a Commission Expires 08-17-2024 NotaryPublic \ `? Bonded Through-Cynanotary ,J uFF\-° Florida-Notary Public Print Name V iC L- nice (SEAL) Certificate No. 1#4 3 Z13\-1 My Commissioner Expires Aruc,. 11, o -- Longwater SRA Credit Agreement-SSA 15(rev 5-12-202I).docx Page S of /� 9A SRA CREDIT AGREEMENT EXHIBIT "A" LEGAL DESCRIPTION OF LONGWATER SRA TRACT 1 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; Longwater SRA Credit Agreement-SSA 15(rev 5-12-2021).docx Page ''of 16, 9A 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 6.72 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 61°34'15" W AND HAVING A RADIUS OF 260.00 FEET; Longwater SRA Credit Agreement-SSA 15(rev 5-12-2021).docx Page 7 of 16 9A THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 62°08'22" AN ARC DISTANCE OF 281.98 FEET; THENCE N 03°35'48" W A DISTANCE OF 43.18 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; 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 28°18'25" AN ARC DISTANCE OF 71.64 FEET TO THE BEGINNING OF A REVERSE NON-TANGENT CURVE CONCAVE SOUTHEASTERLY WHOSE RADIUS POINT BEARS S 43°21'21" E AND HAVING A RADIUS OF 240.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 34°06'47" AN ARC DISTANCE OF 142.89 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 51°27'13" AN ARC DISTANCE OF 305.33 FEET; THENCE N 01°50'26" W A DISTANCE OF 102.10 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 217.18 ACRES. REFERENCE ABB DRAWING#12347-SD Longwater SRA Credit Agreement-SSA 15(rev 5-12-2021).docx Page O 9A LEGAL DESCRIPTION OF LONGWATER SRA TRACT 2 ALL THAT PART OF SECTIONS 22, 23, 26, 27, 34 AND 35, TOWNSHIP 48 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; 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; Longwater SRA Credit Agreement-SSA 15(rev 5-12-2021).docx Page Of /,, 9A 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; �1 Longwater SRA Credit Agreement-SSA 15(rev 5-12-2021).docx Page (v of �(� 9A 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°46'01" 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; Longwater SRA Credit Agreement-SSA 15(rev 5-12-2021).docx "age rl of 9A 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 334.67 FEET; THENCE S 20°39'26" E A DISTANCE OF 334.38 FEET; THENCE S 39°21'06" W A DISTANCE OF 979.22 FEET; Longwater SRA Credit Agreement-SSA 15(rev 5-12-2021).docx rage I Z- of L 9A THENCE N 34°40'36" W A DISTANCE OF 115.45 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; 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; Longwater SRA Credit Agreement-SSA 15(rev 5-12-2021).docx Page / 3 Of I _ 9A 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 79°59'43" W A DISTANCE OF 718.60 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 2600.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09°06'00" AN ARC DISTANCE OF 412.95 FEET; THENCE S 00°15'45" E A DISTANCE OF 12.29 FEET; THENCE S 89°44'15" W A DISTANCE OF 35.00 FEET TO AN INTERSECTION WITH A LINE 210.00 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 27; THENCE N 00°15'45" W ALONG SAID PARALLEL A DISTANCE OF 2691.34 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 782.63 ACRES. REFERENCE ABB DRAWING#12347-SD Of rage Longwater SRA Credit Agreement-SSA 15(rev 5-12-2021).docx �� ` ' 9A SRA CREDIT AGREEMENT EXHIBIT "B" A25•TYPE(D)LB.E.-28'TYPE(D)LB.E. ---WELL----- --------- - -- --- -- ----OIL WELL RD.---- LONOWATER VILLAGE SRA LAND USE SUMMARY A`,2 LANE LOCAL ROAD-, '10'U.E. i W+h+r (`'' NEIGHBORHOOD GENERAL CONTEXT ZONE CONNECTION TO AG I� !"':- SYMBOL DESCRIPTION ACRES RIVESGRA'SS VILLAGE �^ _ 300'. A F NEIGHBORHOOD GENERAL 410.31 /O\T ram, t NEIGHBORHOOD GENERAL COMMERCIAL AREA 2.99 `.� -i..- ® ROAD R.O.W. 145.41 - 8r� - _ 500 I I AMENITY CENTERS 18.01 �P -+-_ r n PARKS* _... 12.18 4 i/ AN �+\. -.. PARK FRESERVE6• ......__ - -9.52 i C'\10'TYPE(A) i� k i..' LAKES 264 72 L.B.E. 1,-; � { NLAKE ME.B MISC.OPEN AREA 110.46i. Fa>: ''1 - LL© PERIMETER BUFFERS 5.09 /13`,DENOTES FSA I HSA---1 \10 UTILTY EASEMENT 1.05 300'&500'SETBACKS 1 I•_,:. �'\ NEIGHBORHOOD GENERAL CONTEXT ZONE TOTAL 979.73 s , ems '• --�' ZONING VILLAGE CENTER CONTEXT ZONE A-MHO-RLSAO )� '7 10'TYPE I ) )II 1 I I VILLAGE CENTER 20.08 J ? (A)LB.E, SRA BOUNDARY TOTAL 999.81 MISC.OPEN SPACE NOT' \ I •BOURN AREA INC WDB314)1.0 Ac CELLS ABOVE 1.2 Nscum M SSA,SRA OR WRA SSA-17 - WRA LAND USE SUMMARY !/ /s� SYMBOL DESCRIPTION ACRES ! P . SSA-15 14',) (Includesl LAKE TRACTS(Inudeb M.E-) 110.5E - ROAD R.O.W.(across WRA) 2A7 1 WRA AREA TOTAL 113.06 1 y RN -1 , NOTES: ` 4/ 1. WRA NO USE IS WITHIN SSA AND IS NOTINCLUDED ' M.4 IN THEINCLUDED I BTFE O EN.TP SPACE C AREA CALCULATIONS 1�., INCLUDED IN THE OPEN SPACE CALCU4TgN4. � ,> � \ . 2. WHERE THE VILLAGE IS ADJACENT TO AN SSA OR A r e " ......vvv,,,* PRESERVE,NO PERIMETER BUFFER IS REQUIRED. 9S'` EACEPTASMATBE REOUREO bYbOUTH FLORIDA 4Y - ,` , Vc,_ � 10'TYPE(A) - WATERANHAGEMENTdbiRCTPERMIT 'W' L.BE M ZONING v E NNR ( I \ LAG ZONING - I SEE ROAD CROSS SECTIOFOR N N SPINE 4�.1 � ROAD CROSS SECTION ZONING ' W A-MHO-RLSAO ' A _ __1 ,1 la- W 200'R.O. . I 1t "m ,o'D.E. SSA-17®: • ' 1 /25'TYPE(D)L.B.E. /% j I / Ir _. `.> ,,. . - ZONING J --'= __J7 - . r:'' A-MHO-RLSAO .1 II l(-�\\ \\ ( SSA-17/ 1 J OPEN SPACE CALCULATIONS h I, ql, yy++��'�� \ ` + ...OPEN ith SPACE ~...N �• �'ril_ JI1 I -�'- I l 1 LAND USE ACRES SPACE ACRES i 1 v .. j ' \ (!%JJJ�j:�•.!/' NEIGHBORHOOD GENERAL 410A1' 20.00% 82.04 �_ .\� �/_ f- r NG COMMERCIAL AREA 2-M 10.00% 0.30 I 11r„d ��--''''yy `l\\ (/ _.. I ROAD R.O.W. 143.41 13.00% 2L81 R9 I ICI � \ AMENITY CENTERS 18.01 30.00% s40 h l t_ \ - PARKS 12.18 50.007 609 t `••L 'ANNCr- . \ PARKPRESERVES 9.52 100.00% 952 �- J LAKES .......... 264.72 100.00% 264.72 `''''"" CENTERS- / i t 10'TYPE �\''y C/ "/ LAKE MAINTENANCE EASEMENT I©(A)LB.E. \ ' _J ._' 1L.w...A MISC.OPEN AREA 110.46 100.00% 110.46 i , I - '""'76 PERIMETER BUFFERS 3.0E 100.00% 3.0E .'U� f I .� � 10'UTILITY EASEMENT 1.051 100.00% 1.05 BCSD PROPERTY LINE 11 VILLAGE CENTER 20.08: 30.00% 6.02 i IJ -,I• 1 I:- PANTHER ,TOTAL OPEN SPACE PROVIDED st2.52 b SSA_17 I ,--� , 'I FENCE 7q,II6NIMURI REQUIRED OPEN SPACE=35%(349.63IRo) o'� \\ P190010±0OPEN SPACE-51.2fi% ) ZONING ' A-MHO-RLSAO ') � rSSA-17 -� NL /I \- ,� - -..J POTENTIAL NATURE VIEWING PLATFORMS 1 THESE LANDS WHICH HAVE AN I[:' J /{ 1 4,.4 NRI SCORE GREATER THAN 1.2 I I ZONING WILL BE MAINTAINED IN A A-MHO-RLSAO PREDOMINATELY NATURAL STATE ., �' MISC-OPEN SPACE NOT SSA,SRA OR WRA I • ZONING \' xA A-MHO-RLSAO h,SSA-17 .i' r DISCLAIMER. 1 ' ' ) THE MASTER PLAN IS CONCEPTUAL INTERNAL ROAD / AL'"ME NT8.4KE SITING A NDCONFIGUI(ATION OF \ ` DAT1ON MINT AREAS AIRS 1JBELWT TO MODFICAPON WITHIN THE RLSA GUIDELINES AT TIRE OF FINAL DEVELOPMENT ORDER. I1NOIJ COLDER ELONG WAJS TEESR MVILLAGE 910*R EI LIFJIT,WC. A' BM:NOM:I..INC - -' - SRA SUBIBTAL PLANS -� EYNIHIT/A) - - --. W-•:w•---•+ '.-"' >. .•.., r MASTER PLAN BLACK A WHITE I .L 128w� '2 T Longwater SRA Credit Agreement-SSA 15(rev 5-12-2021).docx Page 8 Of ( 9A SRA CREDIT AGREEMENT EXHIBIT "C" Land Use Summary Use Density or Intensity Residential Up to 2,600 Dwelling Units Neighborhood Commercial Min. 65,000 and Max. 80,000 square feet Civic, Governmental, Institutional Min. 26,000 square feet • Longwater Village SRA contains 999.81± acres. • Longwater Village contains approximately 39.71 acres of active and passive parks and community green space, exceeding the requirement to provide at least 1 percent of the Village gross acreage (10 acres, rounded), in the form of Parks & community Green Space. • Longwater Village includes 4 acres of lands with a natural Resource Index greater than 1.2. • Longwater Village provides 512.52± acres of open spaces (51.26±percent) of Open Space, 162.59 acres above the RLSA 35%requirement for Open Space. • Total acreage requiring stewardship credits is 837.22 acres (total Village acreage excluding open space exceeding 35% and public use acreage). • At required 8 Stewardship Credits per acre, 6,697.76 Stewardship Credits are required. • Longwater Village SRA does not include lands within ACSC Overlay. • Longwater Village SRA does not include, nor is it adjacent to, lands designated Flowway Stewardship Area(FSA), Habitat Stewardship Area(HSA). • Longwater Village does not include any lands designated Water Retention Area (WRA). Page/0 Of IL Longwater SRA Credit Agreement-SSA 15(rev 5-12-2021).docx