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Backup Documents 06/08/2021 Item # 9B ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP B 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 4. BCC Office Board of County �� I rA �' Commissioners 11L '1r�- 5. Minutes and Records Clerk of Court's Office fin' Y1� oii4 l 2 (,C wt_ 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 James Sabo Phone Number (239)252-2708 Contact/ Department Agenda Date Item was May 25,2021 5k,A..A j, -L0 a-1 Agenda Item Number 9.B. Approved by the BCC Type of Document Resolution aO� /� Number of Original 1 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? J.S. 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 J.S. 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 J.S. 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 J.S. signature and initials are required. 7. In most cases(some contracts are an exception),the original document and this routing slip J.S. 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 to—13;2021 and all changes made i N/A is not during the meeting have been incorporated in the attached document. The County f `- an option for 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 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 9B RESOLUTION NO. 2021 -1 20 A RESOLUTION OF THE COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS DESIGNATING 999.74 ACRES WITHIN THE RURAL LANDS STEWARDSHIP AREA ZONING OVERLAY DISTRICT AS A STEWARDSHIP RECEIVING AREA, TO BE KNOWN AS THE BELLMAR VILLAGE STEWARDSHIP RECEIVING AREA, WHICH WILL ALLOW DEVELOPMENT OF A MAXIMUM OF 2,750 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; A MINIMUM OF 68,750 AND MAXIMUM OF 85,000 SQUARE FEET OF COMMERCIAL DEVELOPMENT IN THE VILLAGE CENTER CONTEXT ZONE; A MINIMUM OF 27,500 SQUARE FEET OF CIVIC, GOVERNMENTAL AND INSTITUTIONAL USES IN THE VILLAGE CENTER CONTEXT ZONE; SENIOR HOUSING INCLUDING ADULT LIVING FACILITIES AND CONTINUING CARE RETIREMENT COMMUNITIES LIMITED TO 300 UNITS AND NO COMMERCIAL USES IN THE NEIGHBORHOOD GENERAL CONTEXT ZONE; AND 14.86 ACRES OF AMENITY CENTER SITE; ALL SUBJECT TO A MAXIMUM PM PEAK HOUR TRIP CAP; AND APPROVING THE STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT FOR BELLMAR VILLAGE STEWARDSHIP RECEIVING AREA AND ESTABLISHING THAT 6742 STEWARDSHIP CREDITS ARE BEING UTILIZED BY THE DESIGNATION OF THE BELLMAR VILLAGE STEWARDSHIP RECEIVING AREA. THE SUBJECT PROPERTY IS LOCATED APPROXIMATELY 4 MILES SOUTH OF OIL WELL ROAD, EAST OF DESOTO BOULEVARD BETWEEN 4TH AVENUE NE AND 8TH AVENUE SE IN SECTIONS 2, 3, 10 AND 11, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA. [PL20190001837] WHEREAS, Collier Enterprises Management, Inc. ("Applicant") has applied for Stewardship Receiving Area designation pursuant to Section 4.08.07 of the Collier County Land Development Code ("LDC") for the village of Bellmar Village Stewardship Receiving Area [19-CPS-01957/1626089/1]183 Bellmar Village/PL20190001837 4/22/21 Page 1 of 3 9B (herein referred to as "Bellmar Village SRA"), which is nine hundred ninety-nine and seventy- four hundredths (999.74) 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 Bellmar Village SRA by its approved SSA Credit and Easement Agreements; and WHEREAS, Applicant seeks to utilize 6742 Stewardship Credits generated from the Board's designation of CLH AND CDC SSA 15 to entitle designation of the Bellmar Village SRA, leaving some 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 Bellmar Village SRA the nine hundred ninety-nine and seventy-four hundredths (999.74) acres described in the legal description attached as Exhibit "A", subject to the requirements of the Bellmar Village SRA Development Document and the Bellmar 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 seven hundred forty-two (6742) 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 Bellmar Village SRA Development Document and depicted on the Bellmar Village SRA Master Plan. [19-CPS-01957/1626089/1J183 Bellmar Village/PL20190001837 4/22/21 Page 2 of 3 9B THIS RESOLUTION ADOPTED this D day of _11.Ar1.11 , 2021, after motion, second, and favorable vote. ATTEST: BOARD OF COUNTY COMMISSIONERS CRYSTAL K. KINZEL, CLERK COLLIER O TY, FLORID ) * BY: A est as t�Chairmafl's , 1Je y t• Penny Tay r, Chairman signature only.-- . ....... Approved as to form and legality: •....44-L.,d4 ,4- EA------- ,ro-,i,‘ Heidi Ashton-Cicko `/1/ Managing Assistant County Attorney Attachments: Exhibit A— Legal Description Exhibit B — Bellmar Village SRA Development Document and Exhibits Exhibit C— Stewardship Credit Agreement [19-CPS-01957/1626089/1]183 Bellmar Village/PL20190001837 4/22/21 Page 3 of 3 98 Exhibit A I 6 30Yd c M006 1r1d CZ 11N/1 I S3LVCS3 31Y0 N30100 9'30V did SyV131Y0 N30100 I a 30rd [I 3? i5 S rd x - s M008 1Y`d S M00d IV Id 2 3 >a 11N0 6/11N0 Q 5 ; 531Y1S3 3160 630100 S31Y1S3 31Y0 N30100 Li 1 1 n _. I -. 55 v ; Z ? n 0min ,,-1 �1 ��- di; 41 _ _ 9gb - 9----r— , qt. 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Pratwmai L ca%,8i cn.,ancr«+A Lowlw+pC At,: LEGAL DESCRIPTION OF BELLMAR SRA TRACT 1 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 AFORESAID SECTION 3; THENCE N 13°54'05" W ALONG THE WESTERLY LINE OF SAID SECTION 3 A DISTANCE OF 1850.80 FEET; THENCE LEAVING SAID WESTERLY LINE N 76°05'55" E A DISTANCE OF 221.22 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE S 85°59'40" E A DISTANCE OF 167.52 FEET; THENCE S 54°47'00" E A DISTANCE OF 106.93 FEET; THENCE S 35°16'22" E A DISTANCE OF 158.78 FEET; THENCE S 34°01'14" E A DISTANCE OF 140.68 FEET; THENCE S 54°56'59" W A DISTANCE OF 260.23 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHEASTERLY WHOSE RADIUS POINT BEARS N 60°25'21" E AND HAVING A RADIUS OF 2800.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°32'46" AN ARC DISTANCE OF 515.39 FEET. CONTAINING A TOTAL AREA OF APPROXIMATELY 2.29 ACRES. REFERENCE ABB DRAWING#12349-SD PAGE 2 OF 10 9B mi 111iI ► 7400 Trail Blvd., Suite 200 :Mr* GNOLI Naples, FL 34108 ■111111!' I�iiiiii �r PH: (239) 597-31 1 1 ■r1t1 : ARBER LY, www,ABBlNC.con 11111111111111110 :: :: RUNDAGE, INC. td r n,Sonc on I and$44 c Aftfl mh LEGAL DESCRIPTION OF BELLMAR SRA TRACT 2 ALL THAT PART OF SECTIONS 2,3, 10 AND 11,TOWNSHIP 49 SOUTH,RANGE 28 EAST, COLLIER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF AFORESAID SECTION 10; THENCE N 82°33'02" E A DISTANCE OF 322.19 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE N 00°21'13" E A DISTANCE OF 169.45 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 2800.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19°16'54" AN ARC DISTANCE OF 942.28 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 3000.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 30°10'40"AN ARC DISTANCE OF 1580.10 FEET; THENCE S 89°19'34" E A DISTANCE OF 172.73 FEET; THENCE N 89°43'37" E A DISTANCE OF 154.09 FEET; THENCE S 89°19'11" E A DISTANCE OF 140.65 FEET; THENCE N 89°25'04" E A DISTANCE OF 144.18 FEET; THENCE S 89°30'11" E A DISTANCE OF 189.08 FEET; THENCE N 88°52'03" E A DISTANCE OF 252.46 FEET; THENCE N 89°30'58" E A DISTANCE OF 226.20 FEET; THENCE S 89°46'36" E A DISTANCE OF 167.61 FEET; THENCE N 86°11'10" E A DISTANCE OF 202.98 FEET; THENCE S 89°18'32" E A DISTANCE OF 184.50 FEET; THENCE N 84°55'17" E A DISTANCE OF 152.81 FEET; THENCE S 79°42'09" E A DISTANCE OF 192.26 FEET; THENCE S 34°12'12" E A DISTANCE OF 110.57 FEET; THENCE S 40°41'18" E A DISTANCE OF 164.41 FEET; THENCE S 58°01'04" E A DISTANCE OF 141.23 FEET; THENCE S 84°38'53" E A DISTANCE OF 208.75 FEET; THENCE N 72°29'42" E A DISTANCE OF 142.93 FEET; THENCE N 62°58'40" E A DISTANCE OF 174.43 FEET; THENCE N 42°06'20" E A DISTANCE OF 124.27 FEET; THENCE N 42°51'18" E A DISTANCE OF 137.02 FEET; THENCE N 81°54'20" E A DISTANCE OF 68.38 FEET; THENCE N 89°20'54" E A DISTANCE OF 253.03 FEET; THENCE S 89°43'14" E A DISTANCE OF 159.63 FEET; THENCE S 87°44'09" E A DISTANCE OF 214.85 FEET; THENCE S 79°46'04" E A DISTANCE OF 131.30 FEET; THENCE S 86°41'26" E A DISTANCE OF 139.13 FEET; PAGE 3 OF 10 7 B THENCE N 87°57'17" E A DISTANCE OF 178.53 FEET; THENCE S 84°24'04" E A DISTANCE OF 111.98 FEET; THENCE N 88°12'24" E A DISTANCE OF 123.18 FEET; THENCE S 76°48'56" E A DISTANCE OF 102.97 FEET; THENCE S 83°28'19" E A DISTANCE OF 160.65 FEET; THENCE N 83°40'14" E A DISTANCE OF 166.34 FEET; THENCE S 85°46'00" E A DISTANCE OF 161.03 FEET; THENCE S 86°47'32" E A DISTANCE OF 166.35 FEET; THENCE S 86°27'23" E A DISTANCE OF 171.83 FEET; THENCE S 84°55'04" E A DISTANCE OF 147.39 FEET; THENCE S 89°06'30" E A DISTANCE OF 203.14 FEET; THENCE N 77°59'16" E A DISTANCE OF 122.56 FEET; THENCE N 07°44'41" E A DISTANCE OF 112.21 FEET; THENCE N 62°41'50" E A DISTANCE OF 68.17 FEET; THENCE S 86°52'38" E A DISTANCE OF 114.46 FEET; THENCE S 84°42'21" E A DISTANCE OF 220.39 FEET; THENCE S 30°01'03" E A DISTANCE OF 76.84 FEET; THENCE S 11°30'06" E A DISTANCE OF 99.31 FEET; THENCE S 13°05'23" E A DISTANCE OF 86.14 FEET; THENCE N 89°14'45" E A DISTANCE OF 147.05 FEET; THENCE N 88°10'06" E A DISTANCE OF 141.00 FEET; THENCE N 88°32'42" E A DISTANCE OF 201.14 FEET; THENCE N 84°46'51" E A DISTANCE OF 177.14 FEET; THENCE N 84°15'16" E A DISTANCE OF 63.07 FEET; THENCE N 83°33'12" E A DISTANCE OF 151.81 FEET; THENCE N 83°19'06" E A DISTANCE OF 129.94 FEET; THENCE N 83°06'44" E A DISTANCE OF 150.95 FEET; THENCE N 77°39'02" E A DISTANCE OF 107.38 FEET; THENCE N 67°59'19" E A DISTANCE OF 121.22 FEET; THENCE N 31°02'49" E A DISTANCE OF 97.77 FEET; THENCE N 01°25'31" E A DISTANCE OF 90.48 FEET; THENCE N 00°33'58" E A DISTANCE OF 60.97 FEET; THENCE N 59°13'49" W A DISTANCE OF 66.55 FEET; THENCE N 71°53'15" W A DISTANCE OF 177.60 FEET; THENCE N 70°31'29" W A DISTANCE OF 158.64 FEET; THENCE N 71°25'24" W A DISTANCE OF 251.25 FEET; THENCE N 72°31'57" W A DISTANCE OF 214.19 FEET; THENCE N 70°45'51" W A DISTANCE OF 199.98 FEET; THENCE N 72°13'00" W A DISTANCE OF 162.93 FEET; THENCE N 72°17'12" W A DISTANCE OF 198.23 FEET; THENCE N 53°05'35" W A DISTANCE OF 39.90 FEET; THENCE N 34°47'10" W A DISTANCE OF 143.37 FEET; THENCE N 83°48'47" W A DISTANCE OF 153.76 FEET; THENCE N 86°08'27" W A DISTANCE OF 139.69 FEET; THENCE N 85°54'58" W A DISTANCE OF 130.89 FEET; THENCE S 89°38'06" W A DISTANCE OF 160.08 FEET; THENCE S 10°46'32" W A DISTANCE OF 201.47 FEET; THENCE S 11°08'56" W A DISTANCE OF 181.72 FEET; THENCE S 10°52'50" W A DISTANCE OF 163.41 FEET; THENCE N 86°07'31" W A DISTANCE OF 193.40 FEET; THENCE N 87°13'41" W A DISTANCE OF 152.57 FEET; PAGE 4OF10 9B THENCE N 85°10'55" W A DISTANCE OF 158.03 FEET; THENCE N 86°18'39" W A DISTANCE OF 210.18 FEET; THENCE N 84°50'09" W A DISTANCE OF 198.86 FEET; THENCE N 03°33'34" W A DISTANCE OF 135.10 FEET; THENCE N 86°46'12" W A DISTANCE OF 160.53 FEET; THENCE N 89°28'44" W A DISTANCE OF 131.94 FEET; THENCE N 89°28'17" W A DISTANCE OF 150.09 FEET; THENCE N 89°41'12" W A DISTANCE OF 204.86 FEET; THENCE N 89°09'31" W A DISTANCE OF 188.75 FEET; THENCE S 89°51'22" W A DISTANCE OF 183.13 FEET; THENCE N 88°54'05" W A DISTANCE OF 156.52 FEET; THENCE N 89°27'O1" W A DISTANCE OF 155.84 FEET; THENCE S 60°22'50" W A DISTANCE OF 93.40 FEET; THENCE S 79°53'40" W A DISTANCE OF 51.15 FEET; THENCE N 89°34'18" W A DISTANCE OF 174.79 FEET; THENCE S 89°13'48" W A DISTANCE OF 174.48 FEET; THENCE N 89°36'26" W A DISTANCE OF 274.98 FEET; THENCE S 88°23'06" W A DISTANCE OF 230.81 FEET; THENCE N 89°07'16" W A DISTANCE OF 197.92 FEET; THENCE S 89°59'43" W A DISTANCE OF 179.15 FEET; THENCE S 89°45'52" W A DISTANCE OF 228.41 FEET; THENCE S 89°48'26" W A DISTANCE OF 196.96 FEET; THENCE S 89°32'53" W A DISTANCE OF 202.81 FEET; THENCE S 89°45'41" W A DISTANCE OF 199.57 FEET; THENCE S 88°34'32" W A DISTANCE OF 186.13 FEET; THENCE N 31°19'14" W A DISTANCE OF 85.45 FEET; THENCE N 03°04'23" W A DISTANCE OF 121.05 FEET; THENCE N 00°46'59" W A DISTANCE OF 145.69 FEET; THENCE N 05°49'37" E A DISTANCE OF 91.89 FEET; THENCE N 00°18'49" W A DISTANCE OF 167.92 FEET; THENCE N 04°53'30" W A DISTANCE OF 196.81 FEET; THENCE N 26°07'O1" W A DISTANCE OF 113.13 FEET; THENCE N 61°14'43" W A DISTANCE OF 89.70 FEET; THENCE N 73°52'09" W A DISTANCE OF 127.59 FEET; THENCE S 72°48'00" W A DISTANCE OF 152.64 FEET; THENCE S 41°02'30" W A DISTANCE OF 126.40 FEET; THENCE S 19°40'22" W A DISTANCE OF 147.98 FEET; THENCE S 16°45'24" W A DISTANCE OF 105.52 FEET; THENCE S 22°34'50" W A DISTANCE OF 76.94 FEET; THENCE S 49°04'49" W A DISTANCE OF 72.36 FEET; THENCE S 76°45'08" W A DISTANCE OF 99.81 FEET; THENCE S 74°59'41" W A DISTANCE OF 149.27 FEET; THENCE S 77°23'34" W A DISTANCE OF 181.96 FEET; THENCE S 62°42'20" W A DISTANCE OF 176.55 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 64°48'51" W AND HAVING A RADIUS OF 3000.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09°24'00"AN ARC DISTANCE OF 492.19 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 2800.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°57'21"AN ARC DISTANCE OF 144.45 FEET; PAGE 5 OF 10 96 THENCE N 54°56'59" E A DISTANCE OF 262.18 FEET; THENCE N 61°37'00" E A DISTANCE OF 153.45 FEET; THENCE N 67°43'30" E A DISTANCE OF 109.12 FEET; THENCE N 06°12'36" W A DISTANCE OF 104.06 FEET; THENCE N 67°43'30" E A DISTANCE OF 26.02 FEET; THENCE N 53°45'03" E A DISTANCE OF 28.88 FEET; THENCE S 06°12'36" E A DISTANCE OF 111.32 FEET; THENCE N 67°43'30" E A DISTANCE OF 15.04 FEET; THENCE N 53°45'03" E A DISTANCE OF 228.37 FEET; THENCE N 47°59'02" E A DISTANCE OF 168.56 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS S 03°01'58" W AND HAVING A RADIUS OF 350.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 06°02'44"AN ARC DISTANCE OF 36.93 FEET; THENCE S 86°59'14" W A DISTANCE OF 119.63 FEET; THENCE N 47°59'02" E A DISTANCE OF 165.50 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHERLY WHOSE RADIUS POINT BEARS N 10°03'42" W AND HAVING A RADIUS OF 550.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19°14'36"AN ARC DISTANCE OF 184.72 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 975.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°36'30" AN ARC DISTANCE OF 44.39 FEET; THENCE N 41°59'10" E A DISTANCE OF 2.10 FEET; THENCE N 34°21'56" E A DISTANCE OF 292.40 FEET; THENCE N 31°18'43" E A DISTANCE OF 219.90 FEET; THENCE N 33°26'21" E A DISTANCE OF 155.64 FEET; THENCE N 28°29'33" E A DISTANCE OF 167.91 FEET; THENCE N 27°37'30" E A DISTANCE OF 141.19 FEET; THENCE N 21°36'13" E A DISTANCE OF 132.89 FEET; THENCE N 06°57'21" W A DISTANCE OF 110.95 FEET; THENCE N 11°56'43" W A DISTANCE OF 98.96 FEET; THENCE N 00°54'13" W A DISTANCE OF 17.00 FEET; THENCE N 18°32'23" E A DISTANCE OF 31.25 FEET; THENCE N 21°05'05" E A DISTANCE OF 53.52 FEET; THENCE N 22°13'59" E A DISTANCE OF 172.55 FEET; THENCE S 87°41'29" E A DISTANCE OF 97.80 FEET; THENCE N 88°25'28" E A DISTANCE OF 221.06 FEET; THENCE S 80°33'54" E A DISTANCE OF 84.21 FEET; THENCE N 81°09'20" E A DISTANCE OF 251.18 FEET; THENCE N 84°37'12" E A DISTANCE OF 116.76 FEET; THENCE S 79°31'39" E A DISTANCE OF 92.73 FEET; THENCE S 76°13'32" E A DISTANCE OF 44.55 FEET; THENCE S 82°39'06" E A DISTANCE OF 44.01 FEET; THENCE N 80°11'40" E A DISTANCE OF 251.15 FEET; THENCE S 84°03'03" E A DISTANCE OF 502.15 FEET; THENCE S 49°52'58" E A DISTANCE OF 50.53 FEET; THENCE S 19°39'38" E A DISTANCE OF 89.51 FEET; THENCE S 15°29'38" E A DISTANCE OF 80.89 FEET; THENCE S 13°07'03" E A DISTANCE OF 94.09 FEET; THENCE S 09°36'32" E A DISTANCE OF 101.22 FEET; PAGE 6 OF 10 9B THENCE S 15°16'41" E A DISTANCE OF 84.62 FEET; THENCE S 15°19'24" E A DISTANCE OF 106.87 FEET; THENCE S 20°05'54" E A DISTANCE OF 112.59 FEET; THENCE S 15°18'28" E A DISTANCE OF 158.31 FEET; THENCE S 60°52'00" E A DISTANCE OF 38.92 FEET; THENCE N 85°34'32" E A DISTANCE OF 48.31 FEET; THENCE N 88°43'45" E A DISTANCE OF 69.25 FEET; THENCE N 86°28'05" E A DISTANCE OF 161.06 FEET; THENCE N 89°49'54" E A DISTANCE OF 117.91 FEET; THENCE N 88°27'15" E A DISTANCE OF 65.99 FEET; THENCE N 80°16'39" E A DISTANCE OF 86.44 FEET; THENCE S 89°49'01" E A DISTANCE OF 100.11 FEET; THENCE N 23°20'43" E A DISTANCE OF 51.15 FEET; THENCE N 00°54'15" E A DISTANCE OF 64.40 FEET; THENCE N 02°23'40" E A DISTANCE OF 71.97 FEET; THENCE N 00°17'52" E A DISTANCE OF 106.74 FEET; THENCE N 03°13'18" E A DISTANCE OF 88.35 FEET; THENCE N 05°54'02" E A DISTANCE OF 73.81 FEET; THENCE N 12°20'29" E A DISTANCE OF 41.62 FEET; THENCE N 87°50'05" E A DISTANCE OF 74.00 FEET; THENCE S 89°33'00" E A DISTANCE OF 128.56 FEET; THENCE S 89°46'09" E A DISTANCE OF 156.86 FEET; THENCE S 89°58'44" E A DISTANCE OF 94.37 FEET; THENCE S 88°25'15" E A DISTANCE OF 70.54 FEET; THENCE N 87°53'23" E A DISTANCE OF 90.98 FEET; THENCE S 87°18'08" E A DISTANCE OF 99.58 FEET; THENCE S 87°01'27" E A DISTANCE OF 117.85 FEET; THENCE N 88°12'02" E A DISTANCE OF 74.92 FEET; THENCE S 89°06'49" E A DISTANCE OF 107.45 FEET; THENCE N 88°02'36" E A DISTANCE OF 73.99 FEET; THENCE N 89°30'11" E A DISTANCE OF 78.24 FEET; THENCE S 87°46'14" E A DISTANCE OF 88.31 FEET; THENCE S 88°27'45" E A DISTANCE OF 119.80 FEET; THENCE N 89°52'48" E A DISTANCE OF 87.64 FEET; THENCE S 87°00'19" E A DISTANCE OF 136.22 FEET; THENCE S 89°17'43" E A DISTANCE OF 114.17 FEET; THENCE N 86°38'43" E A DISTANCE OF 74.24 FEET; THENCE S 85°39'56" E A DISTANCE OF 101.82 FEET; THENCE N 88°23'40" E A DISTANCE OF 108.51 FEET; THENCE S 86°13'28" E A DISTANCE OF 113.86 FEET; THENCE N 03°26'05" E A DISTANCE OF 117.49 FEET; THENCE N 07°11'23" E A DISTANCE OF 131.68 FEET; THENCE N 00°27'24" E A DISTANCE OF 90.39 FEET; THENCE N 06°47'11" E A DISTANCE OF 134.47 FEET; THENCE N 06°48'32" E A DISTANCE OF 127.67 FEET; THENCE N 01°30'42" E A DISTANCE OF 132.45 FEET; THENCE N 04°31'31" E A DISTANCE OF 249.35 FEET; THENCE N 05°49'46" E A DISTANCE OF 101.94 FEET; THENCE N 00°07'14" W A DISTANCE OF 96.31 FEET; THENCE N 04°42'00" E A DISTANCE OF 72.04 FEET; THENCE N 04°08'35" E A DISTANCE OF 56.72 FEET; PAGE 7OF10 98 THENCE S 85°27'49" E A DISTANCE OF 1526.33 FEET; THENCE S 02°59'04" W A DISTANCE OF 277.87 FEET; THENCE S 34°37'41" E A DISTANCE OF 518.47 FEET; THENCE S 02°59'04" W A DISTANCE OF 403.17 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 460.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 34°34'55"AN ARC DISTANCE OF 277.64 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 665.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 67°32'13" AN ARC DISTANCE OF 783.86 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 260.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 49°58'25" AN ARC DISTANCE OF 226.77 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 340.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 36°14'50" AN ARC DISTANCE OF 215.10 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 190.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 108°26'10"AN ARC DISTANCE OF 359.59 FEET; THENCE S 86°13'22" E A DISTANCE OF 167.80 FEET; THENCE S 06°20'53" E A DISTANCE OF 137.20 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 500.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 31°16'32" AN ARC DISTANCE OF 272.93 FEET; THENCE S 37°37'25" E A DISTANCE OF 579.77 FEET; THENCE S 01°44'53" E A DISTANCE OF 577.31 FEET; THENCE S 88°15'07" W A DISTANCE OF 48.28 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 64°09'06" W AND HAVING A RADIUS OF 516.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 81°07'38" AN ARC DISTANCE OF 730.62 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 60.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 68°06'15"AN ARC DISTANCE OF 71.32 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 700.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 22°30'17" AN ARC DISTANCE OF 274.95 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 760.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 24°32'39"AN ARC DISTANCE OF 325.56 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 540.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 31°55'44"AN ARC DISTANCE OF 300.92 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 60.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45°02'02" AN ARC DISTANCE OF 47.16 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 230.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 56°07'22" AN ARC DISTANCE OF 225.29 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 260.00 FEET; PAGE 8 OF 10 9B THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35°57'30" AN ARC DISTANCE OF 163.17 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 211.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 33°46'05" AN ARC DISTANCE OF 124.36 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 80.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 52°23'49" AN ARC DISTANCE OF 73.16 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 123.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 118°50'16" AN ARC DISTANCE OF 255.12 FEET; THENCE N 87°35'47" W A DISTANCE OF 381.80 FEET; THENCE S 00°11'17" W A DISTANCE OF 874.65 FEET; THENCE N 68°18'43" W A DISTANCE OF 692.71 FEET; THENCE S 00°51'34" E A DISTANCE OF 9.00 FEET; THENCE N 64°41'55" W A DISTANCE OF 131.83 FEET; THENCE N 59°29'55" W A DISTANCE OF 86.06 FEET; THENCE N 40°21'24" W A DISTANCE OF 44.68 FEET; THENCE N 25°53'08" W A DISTANCE OF 47.93 FEET; THENCE N 14°57'50" W A DISTANCE OF 56.29 FEET; THENCE N 09°48'35" W A DISTANCE OF 60.83 FEET; THENCE N 15°08'34" W A DISTANCE OF 60.04 FEET; THENCE N 66°52'10" W A DISTANCE OF 36.81 FEET; THENCE N 73°02'21" W A DISTANCE OF 78.55 FEET; THENCE N 73°34'45" W A DISTANCE OF 113.59 FEET; THENCE N 72°12'13" W A DISTANCE OF 91.38 FEET; THENCE N 70°38'37" W A DISTANCE OF 89.13 FEET; THENCE N 72°06'41" W A DISTANCE OF 470.03 FEET; THENCE N 71°32'50" W A DISTANCE OF 260.97 FEET; THENCE N 71°55'00" W A DISTANCE OF 166.77 FEET; THENCE N 71°18'03" W A DISTANCE OF 117.15 FEET; THENCE N 72°17'23" W A DISTANCE OF 97.34 FEET; THENCE N 71°15'41" W A DISTANCE OF 119.33 FEET; THENCE N 72°29'30" W A DISTANCE OF 79.23 FEET; THENCE N 71°22'03" W A DISTANCE OF 90.70 FEET; THENCE N 71°25'45" W A DISTANCE OF 102.31 FEET; THENCE N 72°51'34" W A DISTANCE OF 92.34 FEET; THENCE N 74°21'09" W A DISTANCE OF 124.36 FEET; THENCE N 59°48'05" W A DISTANCE OF 85.42 FEET; THENCE N 36°20'36" W A DISTANCE OF 34.69 FEET; THENCE S 78°01'36" W A DISTANCE OF 63.16 FEET; THENCE S 00°13'07" W A DISTANCE OF 84.04 FEET; THENCE S 00°25'18" E A DISTANCE OF 51.71 FEET; THENCE S 00°18'38" W A DISTANCE OF 90.67 FEET; THENCE S 01°31'06" W A DISTANCE OF 65.76 FEET; THENCE S 00°19'38" W A DISTANCE OF 103.03 FEET; THENCE S 00°06'14" W A DISTANCE OF 92.33 FEET; THENCE S 00°30'33" W A DISTANCE OF 213.24 FEET; THENCE S 39°39'17" W A DISTANCE OF 14.24 FEET; THENCE S 89°33'11" W A DISTANCE OF 2490.10 FEET; THENCE N 01°21'28" E A DISTANCE OF 28.73 FEET; PAGE 9 OF 10 9B THENCE S 89°28'16" W A DISTANCE OF 2438.92 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 997.45 ACRES. REFERENCE ABB DRAWING#12349-SD PAGE 10 OF 10 U Exhibit B BELLMAR VILLAGE SRA DEVELOPMENT DOCUMENT Collier Enterprises Management, Inc. 2550 North Goodlette Road, Suite 100 Naples, FL 34103 The Bellmar 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 Pau, . . ..`� 9B TABLE OF CONTENTS Page I. OVERVIEW/VILLAGE DESIGN 3 II. SRA STATEMENT OF COMPLIANCE/SUITABLITY CRITERIA 3 III. REQUIRED PERIMETER BUFFERS 4 IV. MINIMUM REQUIRED & MAXIMUM ALLOWABLE 4 DENSITY AND INTENSITY V. CONTEXT ZONES 5 5.1 Neighborhood General 5 5.2 Village Center 7 VI. EXCAVATIONS 10 VII. DEVIATIONS 10 7.1 Deviations from Village Center Standards 10 7.2 Deviations from Neighborhood General Standards 10 7.3 Transportation Standards I I 7.4 Signs Standards 11 7.5 Landscape Standards I I 7.6 Other Deviations I I VIII DEVELOPER COMMITMENTS 12 8.1 Planning 12 8.2 Environmental 13 8.3 Transportation 13 8.4 Parks and Recreation 13 8.5 School 13 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: Loop& Connector Road Sections Exhibit B—Sheet 1-10: Sketch and Legal Description Tracts I &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 Bellmar Village SRA Document [SRA-PL-20190001837] (4-26-2021) Page 2 of 15 Page °2. of �' 9B I. OVERVIEW/VILLAGE DESIGN AND PROJECT DEVELOPMENT Bellmar Village Stewardship Receiving Area(SRA) is located in eastern Collier County in Sections 2, 3, 10, and 11, Township 49 South, and Range 28 East. Bellmar Village SRA ("Village") contains a total of 999.74±acres. Lands to the north are zoned A-Agriculture and are designated Water Retention Area(WRA)or SSA under the Rural Lands Stewardship Area(RLSA)Overlay. Lands to the south are zoned A-Agricultural and designated WRA or SSA under the RLSA Overlay. Lands to the east are zoned A-Agricultural with portions designated HSA. Lands to the west are zoned A-Agricultural or E- Estates. To the west, the Village abuts the proposed future Big Cypress Parkway right-of-way (ROW) and lands zoned A-Agricultural or E-Estates. The lands within 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 2,750 dwelling units. The Village includes a 23.63± 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 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 999.74±acres. 2. The SRA does not include any lands with a Natural Resource Index(NRI) greater than 1.2. 3. The Village SRA does not include any lands designated Flowway Stewardship Area(FSA),Habitat Stewardship Area (HSA), or Water Retention Area (WRA). However, in certain locations along the boundary of the Village,there is a perimeter lake system,designed for stormwater management purposes and as a deterrent to wildlife. Portions of that lake system, outside of the Village SRA boundary, are designated WRA. Portions of the SRA along the east boundary are also adjacent to an HSA. 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 349.91± acres. The SRA master plan provides for 506.90± acres of Open Space (50.70± percent), 156.99±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. 7. The SRA provides parks within and accessible by neighborhoods. 8. The SRA contains two Context Zones (as required for the Village form of SRA): Neighborhood General and mixed-use Village Center. 9. Within the Village Center Context Zone, the SRA shall provide of the following: a minimum of 68,750 square feet and a maximum of 85,000 square feet of neighborhood scaled retail and office uses; a minimum of 27,500 square feet of civic, government, and institutional uses; and a minimum of 40 multifamily dwelling units. 10. The SRA allows for up to 2,750 dwelling units (2.75 dwelling units per gross acre, and 3.28 units per acres based upon the 842.75 acres requiring Stewardship Credits and excluding open space acreage above 35%). 11. In compliance with the requirement to provide a diversity of housing types within a Village, a minimum of 10%of the units shall be multi-family units, based upon the Land Development Code (LDC) definition of Multifamily Dwelling (a group of 3 or more dwelling units within a single Bellmar Village SRA Document [SRA-PL-20190001837] (4-26-2021) Page 3 of 15 Page of-- 7 B 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. 12. Approximately 28.31 acres of active and passive parks and community green space is provided, including approximately 14.86 acres of amenity center sites and approximately 13.45 acres of parks and park preserves,exceeding the required minimum of 1 percent of the SRA gross acreage,which is 10 acres, rounded. 13. The SRA will have direct access to future Big Cypress Parkway, which will be designed as an arterial road. The SRA will also connect to Golden Gate Blvd. and 6th Ave. SE. 14. The SRA is consistent with the standards set forth in the RLSA Overlay Attachment C,applicable to Villages. 15. The total acreage requiring stewardship credits is 842.75 acres (total SRA acreage excluding open space exceeding 35%) acres. At the required 8 Stewardship Credits per acre, 6,742 Stewardship Credits are required to entitle the SRA. 16. The Village will be served by the Collier County Water and Sewer District. 17. 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 jurisdictional 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 future Big Cypress Parkway Minimum 25' wide Type D Buffer 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-RLSA—(Agriculture) Minimum 10' wide Type"A"Buffer per LDC Section 4.06.02.C.1. 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. IV. MINIMUM REQUIRED AND MAXIMUM ALLOWABLE DENSITY AND INTENSITY The maximum total number of dwelling units in the Village shall not exceed 2,750 dwelling units. Multi-family dwelling units may be located within both the mixed-use Village Center and the Neighborhood General Context Zones. The minimum required amount of neighborhood commercial development within the Village Center is 68,750 square feet and the maximum shall not exceed 85,000 square feet. A minimum of 27,500 square feet of civic, governmental and institutional uses is required. Bellmar Village SRA Document [SRA-PL-20190001837] (4-26-2021) Page 4 of 15 page y of 98 V. CONTEXT ZONES The village contains two distinct Context Zones:Neighborhood General and mixed use Village Center. 5.1 Neighborhood General Context Zone The Neighborhood General Context Zone includes approximately 976.1 1+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. 3) Senior/Group Housing, including but not limited to Assisted Living Facility (ALF), Independent Living Facility(ILF),and Continuing Care Retirement Communities(CCRC),not to exceed 300 units, subject to Florida statutes and the applicable provisions of LDC Section 5.05.04 - Group Housing, located within '/2 mile of the Village Center. 4) 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) Model homes, sales centers, and temporary uses are permitted throughout Neighborhood General in provided for 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. 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. Bellmar Village SRA Document [SRA-PL-20190001837] (4-26-2021) Page 5 of 15 Page S of __' 9B 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 AND FITNESS FACILTIES DEVELOPMENT SINGLE PER 5.1.1.B.(3); STANDARDS SINGLE FAMILY ZERO LOT LINE ALF,ILF,CCRC& NEIGHBORHOOD FAMILY ATTACHED &TOWNHOME5 OTHER RECREATION AREAS PER DETACHED &TWO- MULTI-FAMILY6 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 S.F. UNIT 1,200 S.F./UNIT 700 S.F./UNIT' N/A FLOOR AREA N/A N/A N/A 0.45(only applies to N/A RATIO ALF/CCRC) MIN.FRONT YARD' 22' 22' 22' 20' 20' MIN.SIDE YARD' 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 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 10' 10' S' S' S' SETBACK' 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. Bellmar Village SRA Document [SRA-PL-20190001837] (4-26-2021) Page 6 of 15 Page of 9B 5.2 Village Center Context Zone The Village Center Context Zone includes 23.63±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 dwelling units, a minimum of 68,750 square feet and maximum of 85,000 square feet of neighborhood-scale commercial and office uses, and a minimum of 27,500 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 • Multi-Family Dwelling Units subject to the applicable development standards set forth in Paragraph 5.1.2.A, Table 1.; and, • 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 F.S. §400.402 and ch.58A-5 F.A.C.; and continuing care retirement communities pursuant to F.S. §651 and ch. 4-193 F.A.C.; all subject to Section 5.05.04 of the LDC. Bellmar Village SRA Document [SRA-PL-20190001837] (4-26-2021) Page 7 of 15 Page 7 of 9H 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. Bellmar Village SRA Document [SRA- PL-20190001837] (4-26-2021) Page 8 of 15 Page Q. Lof 98 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 Unit4 800 S.F.for Commercial Units 700 S.F.for Residential Units MIN. SETBACK FROM FUTURE BIG CYPRESS 20' 20' PARKWAY AND ENTRANCE ROAD2 FRONT YARDS 20' 0'or 10'5 MINIMUM SETBACK FROM A RESIDENTIAL 0' 20' TRACT MINIMUM SETBACK FROM A NONRESIDENTIAL 15' S' TRACT MIN.LAKE SETBACK' 20' 20' MIN.PRESERVE SETBACK 25' 25' MIN.DISTANCE BETWEEN STRUCTURES 15 Feet or 1/2Sum of BH, 15 Feet or'/z Sum of BH,whichever whichever is greater is greater MAX.BUILDING HEIGHT-ZONED 4 Stories NTE 50' 4 Stories NTE 50' MAX.BUILDING HEIGHT-ACTUAL 60' 60' MAX FARE 0.45(only applies to ALF, See Footnote 1. ILF,and CCRC) ACCESSORY STRUCTURES MIN.FRONT YARD(ALL) SPS SPS MIN. SETBACK FROM A RESIDENTIAL TRACT SPS SPS MIN. SETBACK FROM A NONRESIDENTIAL TRACT SPS SPS MIN.LAKE SETBACK' 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: I. 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 Big Cypress Parkway)shall provide a front yard setback,measured from the abutting landscape buffer tract.Tracts abutting the project entrance road shall provide a front yard setback measured from the 10-foot landscape buffer tract adjacent to the entry road. 3. The required 20'lake maintenance easement shall be provided in a separate platted tract and the setback for both principal and accessory structures may be reduced to 0'. 4. The minimum floor area is not applicable to ALF,ILF,or CCRC units. 5. The front setback may be increased in order to accommodate public spaces such as plazas,outdoor dining areas,and courtyards. S.P.S.=same as for principal structure;NTE=not to exceed;S.F.=square feet;BH=building height;N/A=not applicable VI. EXCAVATIONS The following criteria shall apply to excavations within the Bellmar SRA: All excavation permit applications within the Bellmar SRA and related Stewardship Sending Areas (SSAs) shall be Bellmar Village SRA Document [SRA-PL-20190001837] (4-26-2021) Page 9 of 15 Page _of 8' ' 9B reviewed as Development Excavation Permit applications. Within the boundary of the Bellmar 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. Village Center Standards 1) A deviation from LDC Section 4.08.07.J.3.d.ii.p)ii) "General Parking Criteria," which states "The majority of parking spaces shall be provided off-street in the rear of buildings or along the side secondary streets.Parking is prohibited in front of buildings, ..."to instead allow parking in front of buildings in the Village Center, when such parking is in support of a shopping center which includes a grocery store. A Type `D' buffer per LDC at time of permitting will be required when parking is adjacent to or abutting a road. 2) A deviation from LDC Section 4.08.07.J.3.d.ii.q), which requires that the majority of parking be located in the rear of buildings and prohibits parking in the front of buildings except on street parking within the right-of-way to instead allow parking in the front, side and rear yards, when such parking is in support of a shopping center which includes a grocery store. A Type `D' buffer per LDC at time of permitting will be required when parking is adjacent to or abutting a road. 7.2. Neighborhood General Standards (which apply per LDC Section4.08.07.J.3.d.iii) 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 4.08.7.J.2.d.iii.e)ii),which states that in the case of"Multi- Family residential," "side yard setbacks shall be a minimum of 10 feet and rear yard setbacks shall be a minimum of 20 feet for the primary structure..." to instead allow for a side yard setback of 0 or 5 feet and a rear yard setback of 15 feet for zero lot line and townhome development, as set forth in Table 1: Neighborhood General - Required Minimum Yards and Maximum Building Height,excluding County owned roadways. 3) A deviation from LDC Section 4.08.07.J.2.d.iii.e)i) and LDC Section 4.08.07.J.3.d.iii, "Maximum Multi-family lot size," which requires that multi-family residential lots be limited to a maximum of 4 acres, to instead allow lot sizes for multi-family to exceed 4 acres, when located within one-half('/2) mile of the Village Center Boundary and limited to sites 25 acres or less. 7.3 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 Bellmar Village SRA Document [SRA-PL-20190001837] (4-26-2021) Page 10 of 15 Page IC of k' 9B 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)for commercial development within the Village Center 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. 7.4 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. 7.5 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. 7.6 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 system that runs along the perimeter of the SRA. VIII. DEVELOPER/OWNER COMMITMENTS 8.1. Planning Bellmar Village SRA Document [SRA- PL-20190001837] (4-26-2021) Page 11 of 15 Pace it of 42 9B 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 the 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 Owner and Developer sell off tracts, the Managing Entity shall provide written notice to County that includes, if applicable, an acknowledgement of the commitments required by the SRA Document by the new owner and the new owner's agreement to comply with the Commitments through the Managing Entity, but the Managing Entity will not be relieved of its responsibility under this Section. When the County determines that the SRA Document commitments have been fulfilled, the Managing Entity shall no longer be responsible for the monitoring of this SRA. B. Issuance of a development permit by a County does not in any way create any rights on the part of the applicant to obtain a permit from a state or federal agency and does not create any liability on the part of the county for issuance of the permit if the applicant fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or undertakes actions that result in a violation of state or federal law. C. All other applicable state or federal permits must be obtained before commencement of the development. D. Owner shall provide an annual SRA monitoring report, in a form similar to a PUD monitoring report,identifying the number of residential units constructed by type within the SRA, and 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 Developer Commitments contained herein and in the Developer Agreement have been satisfied. 8.2. Environmental A. The 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. The Bellmar SRA shall utilize bearproof trash cans for both residential and commercial (nonresidential) development. Bellmar Village SRA Document [SRA-PL-20190001837] (4-26-2021) Page 12 of 15 Page I of �'(;' 9B B. The Bellmar SRA shall utilize "Dark Sky" lighting design principles for both residential and commercial(nonresidential)development,subject to public safety design standards for public areas. C. Prior to the issuance of the first SDP and/or PPL,a listed species management plan must be proved for review, with approval from FWCC and/or USFWS for management of the Florida panther(Puma concolor coryi) and all other listed species. 8.3. Transportation A. Intensity of uses under any development scenario for the SRA is limited to a maximum of 2,189 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. B. The Owner shall provide an easement in a form acceptable to Collier County, at no cost to County and free and clear of all liens and encumbrances,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. C. No more than 1,925 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 must pay $2,221,800.00 to fulfill the fair share mitigation for operation impacts as supported by the January 8,2021 Traffic Impact Statement. E. The Developer shall be responsible to improve both Golden Gate Boulevard and 6th Avenue South East from Desoto Boulevard to the project entrances to minimum 2-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. Bellmar Village SRA Document [SRA-PL-20190001837] (4-26-2021) Page 13 of 15 Page of2.1_, 9B 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 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 Bellmar Village SRA Document [SRA- PL-20190001837] (4-26-2021) Page 14 of 15 Page _`T�/ off 9B 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. 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 (413 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 41 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. Bellmar Village SRA Document [SRA-PL-20190001837] (4-26-2021) Page 15 of 15 pa`)t ( S UI �` 1 :@: nw o ; aIQ,O W< 4 ZONING W . 1 x m 0 m m /;, ESTATES N "°y ' N m 2 + 3 vmvF 2225. 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Proirwelial knp.rccn.fl,...cn.Mnc)o.n S.1attd.capc Ardwt.tn LEGAL DESCRIPTION OF BELLMAR SRA TRACT 1 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 AFORESAID SECTION 3; THENCE N 13°54'05"W ALONG THE WESTERLY LINE OF SAID SECTION 3 A DISTANCE OF 1850.80 FEET; THENCE LEAVING SAID WESTERLY LINE N 76°05'55" E A DISTANCE OF 221.22 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE S 85°59'40" E A DISTANCE OF 167.52 FEET; THENCE S 54°47'00"E A DISTANCE OF 106.93 FEET; THENCE S 35°16'22"E A DISTANCE OF 158.78 FEET; THENCE S 34°01'14" E A DISTANCE OF 140.68 FEET; THENCE S 54°56'59"W A DISTANCE OF 260.23 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHEASTERLY WHOSE RADIUS POINT BEARS N 60°25'21" E AND HAVING A RADIUS OF 2800.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°32'46"AN ARC DISTANCE OF 515.39 FEET. CONTAINING A TOTAL AREA OF APPROXIMATELY 2.29 ACRES. REFERENCE ABB DRAWING#12349-SD PAGE 2 OF 10 Page of B ■■■■■t 7400 Trail Blvd., Suite 200 ■ ' GNOLI Naples, FL 34108 M▪EMNON PH: (239) 597-31 1 1 ■■■■■P ARBER & ■■■■■■k ::::::PBRUNDAGE, IN( . Rufc.,aral I npiKttt.Maras.Srnc)owt. I aaJi.apc Arsh4c t LEGAL DESCRIPTION OF BELLMAR SRA TRACT 2 ALL THAT PART OF SECTIONS 2, 3, 10 AND 11,TOWNSHIP 49 SOUTH,RANGE 28 EAST, COLLIER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF AFORESAID SECTION 10; THENCE N 82°33'02"E A DISTANCE OF 322.19 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE N 00°21'13" E A DISTANCE OF 169.45 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 2800.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19°16'54"AN ARC DISTANCE OF 942.28 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 3000.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 30°10'40"AN ARC DISTANCE OF 1580.10 FEET; THENCE S 89°19'34"E A DISTANCE OF 172.73 FEET; THENCE N 89°43'37"E A DISTANCE OF 154.09 FEET; THENCE S 89°19'11" E A DISTANCE OF 140.65 FEET; THENCE N 89°25'04" E A DISTANCE OF 144.18 FEET; THENCE S 89°30'1 l"E A DISTANCE OF 189.08 FEET; THENCE N 88°52'03" E A DISTANCE OF 252.46 FEET; THENCE N 89°30'58"E A DISTANCE OF 226.20 FEET; THENCE S 89°46'36"E A DISTANCE OF 167.61 FEET; THENCE N 86°11'10" E A DISTANCE OF 202.98 FEET; THENCE S 89°18'32"E A DISTANCE OF 184.50 FEET; THENCE N 84°55'17"E A DISTANCE OF 152.81 FEET; THENCE S 79°42'09"E A DISTANCE OF 192.26 FEET; THENCE S 34°12'12" E A DISTANCE OF 110.57 FEET; THENCE S 40°41'18" E A DISTANCE OF 164.41 FEET; THENCE S 58°01'04" E A DISTANCE OF 141.23 FEET; THENCE S 84°38'53"E A DISTANCE OF 208.75 FEET; THENCE N 72°29'42"E A DISTANCE OF 142.93 FEET; THENCE N 62°58'40"E A DISTANCE OF 174.43 FEET; THENCE N 42°06'20" E A DISTANCE OF 124.27 FEET; THENCE N 42°51'18" E A DISTANCE OF 137.02 FEET; THENCE N 81°54'20"E A DISTANCE OF 68.38 FEET; THENCE N 89°20'54"E A DISTANCE OF 253.03 FEET; THENCE S 89°43'14"E A DISTANCE OF 159.63 FEET; THENCE S 87°44'09"E A DISTANCE OF 214.85 FEET; THENCE S 79°46'04"E A DISTANCE OF 131.30 FEET; THENCE S 86°41'26"E A DISTANCE OF 139.13 FEET; PAGE 3 OF 10 Page a S of 86 9B THENCE N 87°57'17"E A DISTANCE OF 178.53 FEET; THENCE S 84°24'04"E A DISTANCE OF 111.98 FEET; THENCE N 88°12'24"E A DISTANCE OF 123.18 FEET; THENCE S 76°48'56"E A DISTANCE OF 102.97 FEET; THENCE S 83°28'19"E A DISTANCE OF 160.65 FEET; THENCE N 83°40'14"E A DISTANCE OF 166.34 FEET; THENCE S 85°46'00"E A DISTANCE OF 161.03 FEET; THENCE S 86°47'32"E A DISTANCE OF 166.35 FEET; THENCE S 86°27'23"E A DISTANCE OF 171.83 FEET; THENCE S 84°55'04"E A DISTANCE OF 147.39 FEET; THENCE S 89°06'30"E A DISTANCE OF 203.14 FEET; THENCE N 77°59'16"E A DISTANCE OF 122.56 FEET; THENCE N 07°44'41"E A DISTANCE OF 112.21 FEET; THENCE N 62°41'50"E A DISTANCE OF 68.17 FEET; THENCE S 86°52'38" E A DISTANCE OF 114.46 FEET; THENCE S 84°42'21"E A DISTANCE OF 220.39 FEET; THENCE S 30°01'03"E A DISTANCE OF 76.84 FEET; THENCE S 11°30'06"E A DISTANCE OF 99.31 FEET; THENCE S 13°05'23"E A DISTANCE OF 86.14 FEET; THENCE N 89°14'45"E A DISTANCE OF 147.05 FEET; THENCE N 88°10'06" E A DISTANCE OF 141.00 FEET; THENCE N 88°32'42"E A DISTANCE OF 201.14 FEET; THENCE N 84°46'51"E A DISTANCE OF 177.14 FEET; THENCE N 84°15'16"E A DISTANCE OF 63.07 FEET; THENCE N 83°33'12"E A DISTANCE OF 151.81 FEET; THENCE N 83°19'06"E A DISTANCE OF 129.94 FEET; THENCE N 83°06'44"E A DISTANCE OF 150.95 FEET; THENCE N 77°39'02"E A DISTANCE OF 107.38 FEET; THENCE N 67°59'19"E A DISTANCE OF 121.22 FEET; THENCE N 31°02'49"E A DISTANCE OF 97.77 FEET; THENCE N 01°25'31"E A DISTANCE OF 90.48 FEET; THENCE N 00°33'58"E A DISTANCE OF 60.97 FEET; THENCE N 59°13'49"W A DISTANCE OF 66.55 FEET; THENCE N 71°53'15"W A DISTANCE OF 177.60 FEET; THENCE N 70°31'29"W A DISTANCE OF 158.64 FEET; THENCE N 71°25'24"W A DISTANCE OF 251.25 FEET; THENCE N 72°31'57"W A DISTANCE OF 214.19 FEET; THENCE N 70°45'51"W A DISTANCE OF 199.98 FEET; THENCE N 72°13'00"W A DISTANCE OF 162.93 FEET; THENCE N 72°17'12"W A DISTANCE OF 198.23 FEET; THENCE N 53°05'35"W A DISTANCE OF 39.90 FEET; THENCE N 34°47'10"W A DISTANCE OF 143.37 FEET; THENCE N 83°48'47"W A DISTANCE OF 153.76 FEET; THENCE N 86°08'27"W A DISTANCE OF 139.69 FEET; THENCE N 85°54'58"W A DISTANCE OF 130.89 FEET; THENCE S 89°38'06"W A DISTANCE OF 160.08 FEET; THENCE S 10°46'32"W A DISTANCE OF 201.47 FEET; THENCE S 11°08'56"W A DISTANCE OF 181.72 FEET; THENCE S 10°52'50"W A DISTANCE OF 163.41 FEET; THENCE N 86°07'31"W A DISTANCE OF 193.40 FEET; THENCE N 87°13'41"W A DISTANCE OF 152.57 FEET; PAGE 4 OF 10 9a44e 0f 9B THENCE N 85°10'55" W A DISTANCE OF 158.03 FEET; THENCE N 86°18'39" W A DISTANCE OF 210.18 FEET; THENCE N 84°50'09"W A DISTANCE OF 198.86 FEET; THENCE N 03°33'34" W A DISTANCE OF 135.10 FEET; THENCE N 86°46'12"W A DISTANCE OF 160.53 FEET; THENCE N 89°28'44"W A DISTANCE OF 131.94 FEET; THENCE N 89°28'17"W A DISTANCE OF 150.09 FEET; THENCE N 89°41'12" W A DISTANCE OF 204.86 FEET; THENCE N 89°09'31"W A DISTANCE OF 188.75 FEET; THENCE S 89°51'22" W A DISTANCE OF 183.13 FEET; THENCE N 88°54'05" W A DISTANCE OF 156.52 FEET; THENCE N 89°27'01"W A DISTANCE OF 155.84 FEET; THENCE S 60°22'50" W A DISTANCE OF 93.40 FEET; THENCE S 79°53'40"W A DISTANCE OF 51.15 FEET; THENCE N 89°34'18"W A DISTANCE OF 174.79 FEET; THENCE S 89°13'48"W A DISTANCE OF 174.48 FEET; THENCE N 89°36'26" W A DISTANCE OF 274.98 FEET; THENCE S 88°23'06" W A DISTANCE OF 230.81 FEET; THENCE N 89°07'16"W A DISTANCE OF 197.92 FEET; THENCE S 89°59'43" W A DISTANCE OF 179.15 FEET; THENCE S 89°45'52"W A DISTANCE OF 228.41 FEET; THENCE S 89°48'26"W A DISTANCE OF 196.96 FEET; THENCE S 89°32'53"W A DISTANCE OF 202.81 FEET; THENCE S 89°45'41"W A DISTANCE OF 199.57 FEET; THENCE S 88°34'32" W A DISTANCE OF 186.13 FEET; THENCE N 31°19'14"W A DISTANCE OF 85.45 FEET; THENCE N 03°04'23"W A DISTANCE OF 121.05 FEET; THENCE N 00°46'59"W A DISTANCE OF 145.69 FEET; THENCE N 05°49'37"E A DISTANCE OF 91.89 FEET; THENCE N 00°18'49"W A DISTANCE OF 167.92 FEET; THENCE N 04°53'30"W A DISTANCE OF 196.81 FEET; THENCE N 26°07'O1"W A DISTANCE OF 113.13 FEET; THENCE N 61°14'43"W A DISTANCE OF 89.70 FEET; THENCE N 73°52'09"W A DISTANCE OF 127.59 FEET; THENCE S 72°48'00"W A DISTANCE OF 152.64 FEET; THENCE S 41°02'30"W A DISTANCE OF 126.40 FEET; THENCE S 19°40'22"W A DISTANCE OF 147.98 FEET; THENCE S 16°45'24" W A DISTANCE OF 105.52 FEET; THENCE S 22°34'50"W A DISTANCE OF 76.94 FEET; THENCE S 49°04'49"W A DISTANCE OF 72.36 FEET; THENCE S 76°45'08"W A DISTANCE OF 99.81 FEET; THENCE S 74°59'41" W A DISTANCE OF 149.27 FEET; THENCE S 77°23'34" W A DISTANCE OF 181.96 FEET; THENCE S 62°42'20"W A DISTANCE OF 176.55 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 64°48'51" W AND HAVING A RADIUS OF 3000.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09°24'00"AN ARC DISTANCE OF 492.19 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 2800.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°57'21" AN ARC DISTANCE OF 144.45 FEET; PAGE 5 OF 10 Page _ 7 of 9B THENCE N 54°56'59"E A DISTANCE OF 262.18 FEET; THENCE N 61°37'00" E A DISTANCE OF 153.45 FEET; THENCE N 67°43'30"E A DISTANCE OF 109.12 FEET; THENCE N 06°12'36"W A DISTANCE OF 104.06 FEET; THENCE N 67°43'30"E A DISTANCE OF 26.02 FEET; THENCE N 53°45'03" E A DISTANCE OF 28.88 FEET; THENCE S 06°12'36"E A DISTANCE OF 111.32 FEET; THENCE N 67°43'30"E A DISTANCE OF 15.04 FEET; THENCE N 53°45'03" E A DISTANCE OF 228.37 FEET; THENCE N 47°59'02"E A DISTANCE OF 168.56 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS S 03°01'58"W AND HAVING A RADIUS OF 350.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 06°02'44" AN ARC DISTANCE OF 36.93 FEET; THENCE S 86°59'14" W A DISTANCE OF 119.63 FEET; THENCE N 47°59'02"E A DISTANCE OF 165.50 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHERLY WHOSE RADIUS POINT BEARS N 10°03'42"W AND HAVING A RADIUS OF 550.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19°14'36"AN ARC DISTANCE OF 184.72 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 975.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°36'30"AN ARC DISTANCE OF 44.39 FEET; THENCE N 41°59'10" E A DISTANCE OF 2.10 FEET; THENCE N 34°21'56"E A DISTANCE OF 292.40 FEET; THENCE N 31°18'43" E A DISTANCE OF 219.90 FEET; THENCE N 33°26'21"E A DISTANCE OF 155.64 FEET; THENCE N 28°29'33" E A DISTANCE OF 167.91 FEET; THENCE N 27°37'30" E A DISTANCE OF 141.19 FEET; THENCE N 21°36'13"E A DISTANCE OF 132.89 FEET; THENCE N 06°57'21" W A DISTANCE OF 110.95 FEET; THENCE N 11°56'43"W A DISTANCE OF 98.96 FEET; THENCE N 00°54'13" W A DISTANCE OF 17.00 FEET; THENCE N 18°32'23" E A DISTANCE OF 31.25 FEET; THENCE N 21°05'05"E A DISTANCE OF 53.52 FEET; THENCE N 22°13'59"E A DISTANCE OF 172.55 FEET; THENCE S 87°41'29"E A DISTANCE OF 97.80 FEET; THENCE N 88°25'28"E A DISTANCE OF 221.06 FEET; THENCE S 80°33'54"E A DISTANCE OF 84.21 FEET; THENCE N 81°09'20"E A DISTANCE OF 251.18 FEET; THENCE N 84°37'12" E A DISTANCE OF 116.76 FEET; THENCE S 79°31'39" E A DISTANCE OF 92.73 FEET; THENCE S 76°13'32" E A DISTANCE OF 44.55 FEET; THENCE S 82°39'06"E A DISTANCE OF 44.01 FEET; THENCE N 80°11'40" E A DISTANCE OF 251.15 FEET; THENCE S 84°03'03"E A DISTANCE OF 502.15 FEET; THENCE S 49°52'58" E A DISTANCE OF 50.53 FEET; THENCE S 19°39'38" E A DISTANCE OF 89.51 FEET; THENCE S 15°29'38" E A DISTANCE OF 80.89 FEET; THENCE S 13°07'03"E A DISTANCE OF 94.09 FEET; THENCE S 09°36'32"E A DISTANCE OF 101.22 FEET; PAGE 6 OF 10 Pane of 93 THENCE S 15°16'41"E A DISTANCE OF 84.62 FEET; THENCE S 15°19'24"E A DISTANCE OF 106.87 FEET; THENCE S 20°05'54"E A DISTANCE OF 112.59 FEET; THENCE S 15°18'28"E A DISTANCE OF 158.31 FEET; THENCE S 60°52'00"E A DISTANCE OF 38.92 FEET; THENCE N 85°34'32"E A DISTANCE OF 48.31 FEET; THENCE N 88°43'45"E A DISTANCE OF 69.25 FEET; THENCE N 86°28'05"E A DISTANCE OF 161.06 FEET; THENCE N 89°49'54"E A DISTANCE OF 117.91 FEET; THENCE N 88°27'15"E A DISTANCE OF 65.99 FEET; THENCE N 80°16'39"E A DISTANCE OF 86.44 FEET; THENCE S 89°49'01"E A DISTANCE OF 100.11 FEET; THENCE N 23°20'43"E A DISTANCE OF 51.15 FEET; THENCE N 00°54'15"E A DISTANCE OF 64.40 FEET; THENCE N 02°23'40"E A DISTANCE OF 71.97 FEET; THENCE N 00°17'52"E A DISTANCE OF 106.74 FEET; THENCE N 03°13'18"E A DISTANCE OF 88.35 FEET; THENCE N 05°54'02"E A DISTANCE OF 73.81 FEET; THENCE N 12°20'29" E A DISTANCE OF 41.62 FEET; THENCE N 87°50'05"E A DISTANCE OF 74.00 FEET; THENCE S 89°33'00"E A DISTANCE OF 128.56 FEET; THENCE S 89°46'09"E A DISTANCE OF 156.86 FEET; THENCE S 89°58'44"E A DISTANCE OF 94.37 FEET; THENCE S 88°25'15"E A DISTANCE OF 70.54 FEET; THENCE N 87°53'23"E A DISTANCE OF 90.98 FEET; THENCE S 87°18'08"E A DISTANCE OF 99.58 FEET; THENCE S 87°01'27"E A DISTANCE OF 117.85 FEET; THENCE N 88°12'02"E A DISTANCE OF 74.92 FEET; THENCE S 89°06'49"E A DISTANCE OF 107.45 FEET; THENCE N 88°02'36"E A DISTANCE OF 73.99 FEET; THENCE N 89°30'11"E A DISTANCE OF 78.24 FEET; THENCE S 87°46'14"E A DISTANCE OF 88.31 FEET; THENCE S 88°27'45"E A DISTANCE OF 119.80 FEET; THENCE N 89°52'48"E A DISTANCE OF 87.64 FEET; THENCE S 87°00'19"E A DISTANCE OF 136.22 FEET; THENCE S 89°17'43"E A DISTANCE OF 114.17 FEET; THENCE N 86°38'43" E A DISTANCE OF 74.24 FEET; THENCE S 85°39'56"E A DISTANCE OF 101.82 FEET; THENCE N 88°23'40" E A DISTANCE OF 108.51 FEET; THENCE S 86°13'28"E A DISTANCE OF 113.86 FEET; THENCE N 03°26'05" E A DISTANCE OF 117.49 FEET; THENCE N 07°11'23"E A DISTANCE OF 131.68 FEET; THENCE N 00°27'24"E A DISTANCE OF 90.39 FEET; THENCE N 06°47'11"E A DISTANCE OF 134.47 FEET; THENCE N 06°48'32"E A DISTANCE OF 127.67 FEET; THENCE N 01°30'42"E A DISTANCE OF 132.45 FEET; THENCE N 04°31'31"E A DISTANCE OF 249.35 FEET; THENCE N 05°49'46"E A DISTANCE OF 101.94 FEET; THENCE N 00°07'14"W A DISTANCE OF 96.31 FEET; THENCE N 04°42'00"E A DISTANCE OF 72.04 FEET; THENCE N 04°08'35"E A DISTANCE OF 56.72 FEET; PAGE 7 OF 10 Page I Of ffa 96 THENCE S 85°27'49"E A DISTANCE OF 1526.33 FEET; THENCE S 02°59'04"W A DISTANCE OF 277.87 FEET; THENCE S 34°37'41"E A DISTANCE OF 518.47 FEET; THENCE S 02°59'04"W A DISTANCE OF 403.17 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 460.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 34°34'55"AN ARC DISTANCE OF 277.64 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 665.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 67°32'13"AN ARC DISTANCE OF 783.86 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 260.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 49°58'25"AN ARC DISTANCE OF 226.77 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 340.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 36°14'50"AN ARC DISTANCE OF 215,10 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 190.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 108°26'10" AN ARC DISTANCE OF 359.59 FEET; THENCE S 86°13'22" E A DISTANCE OF 167.80 FEET; THENCE S 06°20'53"E A DISTANCE OF 137.20 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 500.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 31°16'32"AN ARC DISTANCE OF 272.93 FEET; THENCE S 37°37'25" E A DISTANCE OF 579.77 FEET; THENCE S 01°44'53"E A DISTANCE OF 577.31 FEET; THENCE S 88°15'07" W A DISTANCE OF 48.28 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 64°09'06"W AND HAVING A RADIUS OF 516.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 81°07'38"AN ARC DISTANCE OF 730.62 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 60.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 68°06'15"AN ARC DISTANCE OF 71.32 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 700.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 22°30'17"AN ARC DISTANCE OF 274.95 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 760.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 24°32'39" AN ARC DISTANCE OF 325.56 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 540.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 31°55'44"AN ARC DISTANCE OF 300.92 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 60.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45°02'02" AN ARC DISTANCE OF 47.16 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 230.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 56°07'22" AN ARC DISTANCE OF 225.29 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 260.00 FEET; PAGE 8 OF 10 Page--3 u of EC/6 9B THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35°57'30" AN ARC DISTANCE OF 163.17 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 211.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 33°46'05"AN ARC DISTANCE OF 124.36 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 80.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 52°23'49"AN ARC DISTANCE OF 73.16 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 123.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 118°50'16"AN ARC DISTANCE OF 255.12 FEET; THENCE N 87°35'47" W A DISTANCE OF 381.80 FEET; THENCE S 00°11'17"W A DISTANCE OF 874.65 FEET; THENCE N 68°18'43"W A DISTANCE OF 692.71 FEET; THENCE S 00°51'34"E A DISTANCE OF 9.00 FEET; THENCE N 64°41'55"W A DISTANCE OF 131.83 FEET; THENCE N 59°29'55" W A DISTANCE OF 86.06 FEET; THENCE N 40°21'24" W A DISTANCE OF 44.68 FEET; THENCE N 25°53'08"W A DISTANCE OF 47.93 FEET; THENCE N 14°57'50"W A DISTANCE OF 56.29 FEET; THENCE N 09°48'35"W A DISTANCE OF 60.83 FEET; THENCE N 15°08'34"W A DISTANCE OF 60.04 FEET; THENCE N 66°52'10"W A DISTANCE OF 36.81 FEET; THENCE N 73°02'21" W A DISTANCE OF 78.55 FEET; THENCE N 73°34'45"W A DISTANCE OF 113.59 FEET; THENCE N 72°12'13"W A DISTANCE OF 91.38 FEET; THENCE N 70°38'37" W A DISTANCE OF 89.13 FEET; THENCE N 72°06'41" W A DISTANCE OF 470.03 FEET; THENCE N 71°32'50" W A DISTANCE OF 260.97 FEET; THENCE N 71°55'00"W A DISTANCE OF 166.77 FEET; THENCE N 71°18'03" W A DISTANCE OF 117.15 FEET; THENCE N 72°17'23"W A DISTANCE OF 97.34 FEET; THENCE N 71°15'41"W A DISTANCE OF 119.33 FEET; THENCE N 72°29'30" W A DISTANCE OF 79.23 FEET; THENCE N 71°22'03" W A DISTANCE OF 90.70 FEET; THENCE N 71°25'45"W A DISTANCE OF 102.31 FEET; THENCE N 72°51'34" W A DISTANCE OF 92.34 FEET; THENCE N 74°21'09"W A DISTANCE OF 124.36 FEET; THENCE N 59°48'05"W A DISTANCE OF 85.42 FEET; THENCE N 36°20'36" W A DISTANCE OF 34.69 FEET; THENCE S 78°01'36"W A DISTANCE OF 63.16 FEET; THENCE S 00°13'07"W A DISTANCE OF 84.04 FEET; THENCE S 00°25'18" E A DISTANCE OF 51.71 FEET; THENCE S 00°18'38"W A DISTANCE OF 90.67 FEET; THENCE S 01°31'06" W A DISTANCE OF 65.76 FEET; THENCE S 00°19'38" W A DISTANCE OF 103.03 FEET; THENCE S 00°06'14" W A DISTANCE OF 92.33 FEET; THENCE S 00°30'33"W A DISTANCE OF 213.24 FEET; THENCE S 39°39'17"W A DISTANCE OF 14.24 FEET; THENCE S 89°33'11" W A DISTANCE OF 2490.10 FEET; THENCE N 01°21'28" E A DISTANCE OF 28.73 FEET; PAGE 9 OF 10 Page-3 ( of �' 9B THENCE S 89°28'16"W A DISTANCE OF 2438.92 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 997.45 ACRES. REFERENCE ABB DRAWING#12349-SD PAGE 10 OF 10 Page 3 -2-of 99 EXHIBIT C School Site A LEGAL DESCRIPTION FOR NORTH SCHOOL SITE ALL THAT PART OF SECTION 3, TOWNSHIP 48 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 3;THENCE N 89°34'07" E ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 3 A DISTANCE OF 856.52 FEET;THENCE LEAVING SAID NORTH LINE S 00°25'53"E A DISTANCE OF 40.98 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED, SAID POINT OF BEGINNING HAVING A NORTHING COORDINATE VALUE OF 728725.75 AND AN EASTING COORDINATE VALUE OF 488670.65 BASED ON THE FLORIDA STATE PLANE EAST ZONE, 83/90 ADJUSTMENT; THENCE N 89°35'07" E A DISTANCE OF 1718.88 FEET; THENCE S 25°50'57" E A DISTANCE OF 1968.06 FEET; THENCE N 90°00'00" W A DISTANCE OF 757.89 FEET; THENCE S 85°23'28" W A DISTANCE OF 472.60 FEET; THENCE N 88°07'20"W A DISTANCE OF 1260.03 FEET;THENCE N 71°49'13"W A DISTANCE OF 77.47 FEET;THENCE N 44°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 76305'55" 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 Page 3•) of ___ 9B Exhibit D to SRA Document c -0 O (2 m �(o v a) v -o o n3 LU Oil Well Rd 73 m 0 I, Subject Site Golden Gate Blvd N NTS 950 Encore Way Naples, FL 34110 BELLMAR VILLAGE SRA HOLE MONTES phone: (239) 254-2000 LOCATION MAP ENGINEERS •PWINERS•SURVEYORS PageI T of __i 9B 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 BELLMAR VILLAGE SRA(PL-20190001837) (Folio'Is: 00354520003,00354560005,00354840000&00354880002) and legal described in Exhibit A attached hereto, The property described herein is the subject of an application for the Belimar 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 Bellmar 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 Belimar 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 Bellmar 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 Bellmar Village SRA and the County may stop ongoing construction activity until the project is brought into compliance with all terms, conditions and safeguar s o the B h a illage SRA. Patrick , tter, ice President 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 ‘5..F.-1 day of Ccn•cxt'e ,2020,by PATRICK.L,UTTER,VICE PRESIDENT Such person(s)Notary Public must check applicable box: 4,Are personally known to me • o Has produced a current driver's license �Prrvrrro Valerie L Pike o Has produced as identification =�<<, Commission N HH 32134 . Commission Expires OB•17.2024 Bonded Through•Cynanotary Notary Signature: � ( � Fri° Florida•Notary Public Page of (o_-. 9B •■■■■� 7400 Trail Blvd., Suite 200 ■fill■■ CN01.1 Naples, Ft. 34108 INIIIh PH: (239) 597.31 1 1 AR13ER C\ www.ABBINc..com ItUNDAGE✓, INC:. Pmlc.".nalInpnccn,Ranncn.Son c..r.t Ianjwpc \,,h.cni. LEGAL DESCRIPTION OF BELLMAR SRA TRACT 1 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 AFORESAID SECTION 3; THENCE N 13°54'05"W ALONG THE WESTERLY LINE OF SAID SECTION 3 A DISTANCE OF 1850.80 FEET; THENCE LEAVING SAID WESTERLY LINE N 76°05'55" E A DISTANCE OF 221.22 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE S 85°59'40" E A DISTANCE OF 167.52 FEET; THENCE S 54°47'00"E A DISTANCE OF 106.93 FEET; THENCE S 35°16'22" E A DISTANCE OF 158.78 FEET; THENCE S 34°01'14"E A DISTANCE OF 140.68 FEET; THENCE S 54°56'59"W A DISTANCE OF 260.23 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHEASTERLY WHOSE RADIUS POINT BEARS N 60°25'21" E AND HAVING A RADIUS OF 2800.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°32'46"AN ARC DISTANCE OF 515.39 FEET. CONTAINING A TOTAL AREA OF APPROXIMATELY 2.29 ACRES. REFERENCE ABB DRAWING#12349-SD PAGE 2 OF 10 !aye --36 of g 6 7 B •••••,A 7400 Trail Blvd., Suite 200 ��r C)NOH Naples, FL 34108 •••UI tin PH: (239) 597-31 1 1 IUUIIP ARBER ' .vwv:.ABBINC.cvin ::l: RUNDAGE, INC. PwlptNus+l laymen,rote(n.Sanc}on&laoJxa.t Arth.tntt LEGAL DESCRIPTION OF BELLMAR SRA TRACT 2 ALL THAT PART OF SECTIONS 2,3, 10 AND 11,TOWNSHIP 49 SOUTH,RANGE 28 EAST, COLLIER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF AFORESAID SECTION 10; THENCE N 82°33'02" E A DISTANCE OF 322.19 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE N 00°21'13" E A DISTANCE OF 169.45 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 2800.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19°16'54" AN ARC DISTANCE OF 942.28 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 3000.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 30°10'40" AN ARC DISTANCE OF 1580.10 FEET; THENCE S 89°19'34"E A DISTANCE OF 172.73 FEET; THENCE N 89°43'37" E A DISTANCE OF 154.09 FEET; THENCE S 89°19'11" E A DISTANCE OF 140.65 FEET; THENCE N 89°25'04" E A DISTANCE OF 144.18 FEET; THENCE S 89°30'11" E A DISTANCE OF 189.08 FEET; THENCE N 88°52'03" E A DISTANCE OF 252.46 FEET; THENCE N 89°30'58" E A DISTANCE OF 226.20 FEET; THENCE S 89°46'36" E A DISTANCE OF 167.61 FEET; THENCE N 86°11'10" E A DISTANCE OF 202.98 FEET; THENCE S 89°18'32" E A DISTANCE OF 184.50 FEET; THENCE N 84°55'17" E A DISTANCE OF 152.81 FEET; THENCE S 79°42'09"E A DISTANCE OF 192.26 FEET; THENCE S 34°12'12" E A DISTANCE OF 110.57 FEET; THENCE S 40°41'18" E A DISTANCE OF 164.41 FEET; THENCE S 58°01'04" E A DISTANCE OF 141.23 FEET; THENCE S 84°38'53" E A DISTANCE OF 208.75 FEET; THENCE N 72°29'42" E A DISTANCE OF 142.93 FEET; THENCE N 62°58'40"E A DISTANCE OF 174.43 FEET; THENCE N 42°06'20" E A DISTANCE OF 124.27 FEET; THENCE N 42°51'18"E A DISTANCE OF 137.02 FEET; THENCE N 81°54'20"E A DISTANCE OF 68.38 FEET; THENCE N 89°20'54"E A DISTANCE OF 253.03 FEET; THENCE S 89°43'14" E A DISTANCE OF 159.63 FEET; THENCE S 87°44'09" E A DISTANCE OF 214.85 FEET; THENCE S 79°46'04" E A DISTANCE OF 131.30 FEET; THENCE S 86°41'26" E A DISTANCE OF 139.13 FEET; PAGE 3 OF 10 `�Page7 f ge o QB THENCE N 87°57'17"E A DISTANCE OF 178.53 FEET; THENCE S 84°24'04"E A DISTANCE OF 111.98 FEET; THENCE N 88°12'24"E A DISTANCE OF 123.18 FEET; THENCE S 76°48'56"E A DISTANCE OF 102.97 FEET; THENCE S 83°28'19" E A DISTANCE OF 160.65 FEET; THENCE N 83°40'14"E A DISTANCE OF 166.34 FEET; THENCE S 85°46'00"E A DISTANCE OF 161.03 FEET; THENCE S 86°47'32"E A DISTANCE OF 166.35 FEET; THENCE S 86°27'23"E A DISTANCE OF 171.83 FEET; THENCE S 84°55'04" E A DISTANCE OF 147.39 FEET; THENCE S 89°06'30"E A DISTANCE OF 203.14 FEET; THENCE N 77°59'16" E A DISTANCE OF 122.56 FEET; THENCE N 07°44'41" E A DISTANCE OF 112.21 FEET; THENCE N 62°41'50" E A DISTANCE OF 68.17 FEET; THENCE S 86°52'38" E A DISTANCE OF 114.46 FEET; THENCE S 84°42'21"E A DISTANCE OF 220.39 FEET; THENCE S 30°01'03" E A DISTANCE OF 76.84 FEET; THENCE S 11°30'06" E A DISTANCE OF 99.31 FEET; THENCE S 13°05'23" E A DISTANCE OF 86.14 FEET; THENCE N 89°14'45"E A DISTANCE OF 147.05 FEET; THENCE N 88°10'06" E A DISTANCE OF 141.00 FEET; THENCE N 88°32'42" E A DISTANCE OF 201.14 FEET; THENCE N 84°46'51"E A DISTANCE OF 177.14 FEET; THENCE N 84°15'16"E A DISTANCE OF 63.07 FEET; THENCE N 83°33'12"E A DISTANCE OF 151.81 FEET; THENCE N 83°19'06" E A DISTANCE OF 129.94 FEET; THENCE N 83°06'44"E A DISTANCE OF 150.95 FEET; THENCE N 77°39'02"E A DISTANCE OF 107.38 FEET; THENCE N 67°59'19" E A DISTANCE OF 121.22 FEET; THENCE N 31°02'49" E A DISTANCE OF 97.77 FEET; THENCE N 01°25'31"E A DISTANCE OF 90.48 FEET; THENCE N 00°33'58"E A DISTANCE OF 60.97 FEET; THENCE N 59°13'49" W A DISTANCE OF 66.55 FEET; THENCE N 71°53'15"W A DISTANCE OF 177.60 FEET; THENCE N 70°31'29"W A DISTANCE OF 158.64 FEET; THENCE N 71°25'24" W A DISTANCE OF 251.25 FEET; THENCE N 72°31'57"W A DISTANCE OF 214.19 FEET; THENCE N 70°45'51" W A DISTANCE OF 199.98 FEET; THENCE N 72°13'00"W A DISTANCE OF 162.93 FEET; THENCE N 72°17'12"W A DISTANCE OF 198.23 FEET; THENCE N 53°05'35"W A DISTANCE OF 39.90 FEET; THENCE N 34°47'10"W A DISTANCE OF 143.37 FEET; THENCE N 83°48'47" W A DISTANCE OF 153.76 FEET; THENCE N 86°08'27"W A DISTANCE OF 139.69 FEET; THENCE N 85°54'58"W A DISTANCE OF 130.89 FEET; THENCE S 89°38'06"W A DISTANCE OF 160.08 FEET; THENCE S 10°46'32"W A DISTANCE OF 201.47 FEET; THENCE S 11°08'56"W A DISTANCE OF 181.72 FEET; THENCE S 10°52'50"W A DISTANCE OF 163.41 FEET; THENCE N 86°07'31"W A DISTANCE OF 193.40 FEET; THENCE N 87°13'41" W A DISTANCE OF 152.57 FEET; PAGE 4 OF 10 9B THENCE N 85°10'55" W A DISTANCE OF 158.03 FEET; THENCE N 86°18'39"W A DISTANCE OF 210.18 FEET; THENCE N 84°50'09"W A DISTANCE OF 198.86 FEET; THENCE N 03°33'34"W A DISTANCE OF 135.10 FEET; THENCE N 86°46'12"W A DISTANCE OF 160.53 FEET; THENCE N 89°28'44" W A DISTANCE OF 131.94 FEET; THENCE N 89°28'17" W A DISTANCE OF 150.09 FEET; THENCE N 89°41'12" W A DISTANCE OF 204.86 FEET; THENCE N 89°09'31"W A DISTANCE OF 188.75 FEET; THENCE S 89°51'22" W A DISTANCE OF 183.13 FEET; THENCE N 88°54'05"W A DISTANCE OF 156.52 FEET; THENCE N 89°27'O1"W A DISTANCE OF 155.84 FEET; THENCE S 60°22'50"W A DISTANCE OF 93.40 FEET; THENCE S 79°53'40"W A DISTANCE OF 51.15 FEET; THENCE N 89°34'18"W A DISTANCE OF 174.79 FEET; THENCE S 89°13'48"W A DISTANCE OF 174.48 FEET; THENCE N 89°36'26" W A DISTANCE OF 274.98 FEET; THENCE S 88°23'06"W A DISTANCE OF 230.81 FEET; THENCE N 89°07'16" W A DISTANCE OF 197.92 FEET; THENCE S 89°59'43"W A DISTANCE OF 179.15 FEET; THENCE S 89°45'52"W A DISTANCE OF 228.41 FEET; THENCE S 89°48'26"W A DISTANCE OF 196.96 FEET; THENCE S 89°32'53" W A DISTANCE OF 202.81 FEET; THENCE S 89°45'41"W A DISTANCE OF 199.57 FEET; THENCE S 88°34'32"W A DISTANCE OF 186.13 FEET; THENCE N 31°19'14"W A DISTANCE OF 85.45 FEET; THENCE N 03°04'23" W A DISTANCE OF 121.05 FEET; THENCE N 00°46'59" W A DISTANCE OF 145.69 FEET; THENCE N 05°49'37"E A DISTANCE OF 91.89 FEET; THENCE N 00°18'49"W A DISTANCE OF 167.92 FEET; THENCE N 04°53'30"W A DISTANCE OF 196.81 FEET; THENCE N 26°07'O1"W A DISTANCE OF 113.13 FEET; THENCE N 61°14'43"W A DISTANCE OF 89.70 FEET; THENCE N 73°52'09"W A DISTANCE OF 127.59 FEET; THENCE S 72°48'00"W A DISTANCE OF 152.64 FEET; THENCE S 41°02'30"W A DISTANCE OF 126.40 FEET; THENCE S 19°40'22"W A DISTANCE OF 147.98 FEET; THENCE S 16°45'24"W A DISTANCE OF 105.52 FEET; THENCE S 22°34'50"W A DISTANCE OF 76.94 FEET; THENCE S 49°04'49" W A DISTANCE OF 72.36 FEET; THENCE S 76°45'08" W A DISTANCE OF 99.81 FEET; THENCE S 74°59'41" W A DISTANCE OF 149.27 FEET; THENCE S 77°23'34"W A DISTANCE OF 181.96 FEET; THENCE S 62°42'20"W A DISTANCE OF 176.55 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 64°48'51" W AND HAVING A RADIUS OF 3000.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09°24'00" AN ARC DISTANCE OF 492.19 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 2800.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°57'21"AN ARC DISTANCE OF 144.45 FEET; PAGE 5 OF 10 „y 7_i; of 9B THENCE N 54°56'59" E A DISTANCE OF 262.18 FEET; THENCE N 61°37'00" E A DISTANCE OF 153.45 FEET; THENCE N 67°43'30"E A DISTANCE OF 109.12 FEET; THENCE N 06°12'36" W A DISTANCE OF 104.06 FEET; THENCE N 67°43'30" E A DISTANCE OF 26.02 FEET; THENCE N 53°45'03" E A DISTANCE OF 28.88 FEET; THENCE S 06°12'36" E A DISTANCE OF 111.32 FEET; THENCE N 67°43'30"E A DISTANCE OF 15.04 FEET; THENCE N 53°45'03" E A DISTANCE OF 228.37 FEET; THENCE N 47°59'02"E A DISTANCE OF 168.56 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS S 03°01'58"W AND HAVING A RADIUS OF 350.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 06°02'44"AN ARC DISTANCE OF 36.93 FEET; THENCE S 86°59'14"W A DISTANCE OF 119.63 FEET; THENCE N 47°59'02"E A DISTANCE OF 165.50 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHERLY WHOSE RADIUS POINT BEARS N 10°03'42"W AND HAVING A RADIUS OF 550.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19°14'36" AN ARC DISTANCE OF 184.72 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 975.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°36'30"AN ARC DISTANCE OF 44.39 FEET; THENCE N 41°59'10"E A DISTANCE OF 2.10 FEET; THENCE N 34°21'56"E A DISTANCE OF 292.40 FEET; THENCE N 31°18'43" E A DISTANCE OF 219.90 FEET; THENCE N 33°26'21" E A DISTANCE OF 155.64 FEET; THENCE N 28°29'33" E A DISTANCE OF 167.91 FEET; THENCE N 27°37'30"E A DISTANCE OF 141.19 FEET; THENCE N 21°36'13" E A DISTANCE OF 132.89 FEET; THENCE N 06°57'21" W A DISTANCE OF 110.95 FEET; THENCE N 11°56'43"W A DISTANCE OF 98.96 FEET; THENCE N 00°54'13"W A DISTANCE OF 17.00 FEET; THENCE N 18°32'23"E A DISTANCE OF 31.25 FEET; THENCE N 21°05'05"E A DISTANCE OF 53.52 FEET; THENCE N 22°13'59" E A DISTANCE OF 172.55 FEET; THENCE S 87°41'29" E A DISTANCE OF 97.80 FEET; THENCE N 88°25'28"E A DISTANCE OF 221.06 FEET; THENCE S 80°33'54"E A DISTANCE OF 84.21 FEET; THENCE N 81°09'20" E A DISTANCE OF 251.18 FEET; THENCE N 84°37'12" E A DISTANCE OF 116.76 FEET; THENCE S 79°31'39"E A DISTANCE OF 92.73 FEET; THENCE S 76°13'32"E A DISTANCE OF 44.55 FEET; THENCE S 82°39'06"E A DISTANCE OF 44.01 FEET; THENCE N 80°11'40" E A DISTANCE OF 251.15 FEET; THENCE S 84°03'03" E A DISTANCE OF 502.15 FEET; THENCE S 49°52'58"E A DISTANCE OF 50.53 FEET; THENCE S 19°39'38" E A DISTANCE OF 89.51 FEET; THENCE S 15°29'38" E A DISTANCE OF 80.89 FEET; THENCE S 13°07'03"E A DISTANCE OF 94.09 FEET; THENCE S 09°36'32"E A DISTANCE OF 101.22 FEET; PAGE 6 OF 10 "age it of 74 9B THENCE S 15°16'41" E A DISTANCE OF 84.62 FEET; THENCE S 15°19'24" E A DISTANCE OF 106.87 FEET; THENCE S 20°05'54" E A DISTANCE OF 112.59 FEET; THENCE S 15°18'28"E A DISTANCE OF 158.31 FEET; THENCE S 60°52'00"E A DISTANCE OF 38.92 FEET; THENCE N 85°34'32" E A DISTANCE OF 48.31 FEET; THENCE N 88°43'45" E A DISTANCE OF 69.25 FEET; THENCE N 86°28'05" E A DISTANCE OF 161.06 FEET; THENCE N 89°49'54" E A DISTANCE OF 117.91 FEET; THENCE N 88°27'15" E A DISTANCE OF 65.99 FEET; THENCE N 80°16'39" E A DISTANCE OF 86.44 FEET; THENCE S 89°49'01"E A DISTANCE OF 100.11 FEET; THENCE N 23°20'43"E A DISTANCE OF 51.15 FEET; THENCE N 00°54'15"E A DISTANCE OF 64.40 FEET; THENCE N 02°23'40"E A DISTANCE OF 71.97 FEET; THENCE N 00°17'52" E A DISTANCE OF 106.74 FEET; THENCE N 03°13'18" E A DISTANCE OF 88.35 FEET; THENCE N 05°54'02" E A DISTANCE OF 73.81 FEET; THENCE N 12°20'29" E A DISTANCE OF 41.62 FEET; THENCE N 87°50'05"E A DISTANCE OF 74.00 FEET; THENCE S 89°33'00"E A DISTANCE OF 128.56 FEET; THENCE S 89°46'09"E A DISTANCE OF 156.86 FEET; THENCE S 89°58'44"E A DISTANCE OF 94.37 FEET; THENCE S 88°25'15"E A DISTANCE OF 70.54 FEET; THENCE N 87°53'23" E A DISTANCE OF 90.98 FEET; THENCE S 87°18'08"E A DISTANCE OF 99.58 FEET; THENCE S 87°01'27"E A DISTANCE OF 117.85 FEET; THENCE N 88°12'02"E A DISTANCE OF 74.92 FEET; THENCE S 89°06'49"E A DISTANCE OF 107.45 FEET; THENCE N 88°02'36"E A DISTANCE OF 73.99 FEET; THENCE N 89°30'11" E A DISTANCE OF 78.24 FEET; THENCE S 87°46'14"E A DISTANCE OF 88.31 FEET; THENCE S 88°27'45"E A DISTANCE OF 119.80 FEET; THENCE N 89°52'48" E A DISTANCE OF 87.64 FEET; THENCE S 87°00'19" E A DISTANCE OF 136.22 FEET; THENCE S 89°17'43"E A DISTANCE OF 114.17 FEET; THENCE N 86°38'43"E A DISTANCE OF 74.24 FEET; THENCE S 85°39'56"E A DISTANCE OF 101.82 FEET; THENCE N 88°23'40" E A DISTANCE OF 108.51 FEET; THENCE S 86°13'28" E A DISTANCE OF 113.86 FEET; THENCE N 03°26'05" E A DISTANCE OF 117.49 FEET; THENCE N 07°11'23"E A DISTANCE OF 131.68 FEET; THENCE N 00°27'24"E A DISTANCE OF 90.39 FEET; THENCE N 06°47'11"E A DISTANCE OF 134.47 FEET; THENCE N 06°48'32"E A DISTANCE OF 127.67 FEET; THENCE N 01°30'42" E A DISTANCE OF 132.45 FEET; THENCE N 04°31'31"E A DISTANCE OF 249.35 FEET; THENCE N 05°49'46"E A DISTANCE OF 101.94 FEET; THENCE N 00°07'14"W A DISTANCE OF 96.31 FEET; THENCE N 04°42'00" E A DISTANCE OF 72.04 FEET; THENCE N 04°08'35"E A DISTANCE OF 56.72 FEET; PAGE 7 OF 10 Page t n of__ 9B THENCE S 85°27'49"E A DISTANCE OF 1526.33 FEET; THENCE S 02°59'04"W A DISTANCE OF 277.87 FEET; THENCE S 34°37'41"E A DISTANCE OF 518.47 FEET; THENCE S 02°59'04"W A DISTANCE OF 403.17 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 460.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 34°34'55"AN ARC DISTANCE OF 277.64 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 665.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 67°32'13"AN ARC DISTANCE OF 783.86 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 260.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 49°58'25"AN ARC DISTANCE OF 226.77 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 340.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 36°14'50"AN ARC DISTANCE OF 215.10 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 190.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 108°26'10"AN ARC DISTANCE OF 359.59 FEET; THENCE S 86°13'22"E A DISTANCE OF 167.80 FEET; THENCE S 06°20'53"E A DISTANCE OF 137.20 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 500.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 31°16'32"AN ARC DISTANCE OF 272.93 FEET; THENCE S 37°37'25" E A DISTANCE OF 579.77 FEET; THENCE S 01°44'53" E A DISTANCE OF 577.31 FEET; THENCE S 88°15'07" W A DISTANCE OF 48.28 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 64°09'06"W AND HAVING A RADIUS OF 516.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 81°07'38"AN ARC DISTANCE OF 730.62 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 60.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 68°06'15"AN ARC DISTANCE OF 71.32 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 700.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 22°30'17"AN ARC DISTANCE OF 274.95 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 760.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 24°32'39"AN ARC DISTANCE OF 325.56 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 540.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 31°55'44"AN ARC DISTANCE OF 300.92 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 60.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45°02'02"AN ARC DISTANCE OF 47.16 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 230.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 56°07'22" AN ARC DISTANCE OF 225.29 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 260.00 FEET; PAGE 8 OF 10 Page lf,2_ of �_RT 9B THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35°57'30"AN ARC DISTANCE OF 163.17 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 211.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 33°46'05"AN ARC DISTANCE OF 124.36 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 80.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 52°23'49"AN ARC DISTANCE OF 73.16 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 123.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 118°50'16"AN ARC DISTANCE OF 255.12 FEET; THENCE N 87°35'47"W A DISTANCE OF 381.80 FEET; THENCE S 00°11'17"W A DISTANCE OF 874.65 FEET; THENCE N 68°18'43" W A DISTANCE OF 692.71 FEET; THENCE S 00°51'34" E A DISTANCE OF 9.00 FEET; THENCE N 64°41'55"W A DISTANCE OF 131.83 FEET; THENCE N 59°29'55" W A DISTANCE OF 86.06 FEET; THENCE N 40°21'24" W A DISTANCE OF 44.68 FEET; THENCE N 25°53'08"W A DISTANCE OF 47.93 FEET; THENCE N 14°57'50"W A DISTANCE OF 56.29 FEET; THENCE N 09°48'35"W A DISTANCE OF 60.83 FEET; THENCE N 15°08'34"W A DISTANCE OF 60.04 FEET; THENCE N 66°52'10" W A DISTANCE OF 36.81 FEET; THENCE N 73°02'21" W A DISTANCE OF 78.55 FEET; THENCE N 73°34'45"W A DISTANCE OF 113.59 FEET; THENCE N 72°12'13"W A DISTANCE OF 91.38 FEET; THENCE N 70°38'37" W A DISTANCE OF 89.13 FEET; THENCE N 72°06'41"W A DISTANCE OF 470.03 FEET; THENCE N 71°32'50" W A DISTANCE OF 260.97 FEET; THENCE N 71°55'00"W A DISTANCE OF 166.77 FEET; THENCE N 71°18'03" W A DISTANCE OF 117.15 FEET; THENCE N 72°17'23"W A DISTANCE OF 97.34 FEET; THENCE N 71°15'41"W A DISTANCE OF 119.33 FEET; THENCE N 72°29'30" W A DISTANCE OF 79.23 FEET; THENCE N 71°22'03" W A DISTANCE OF 90.70 FEET; THENCE N 71°25'45"W A DISTANCE OF 102.31 FEET; THENCE N 72°51'34" W A DISTANCE OF 92.34 FEET; THENCE N 74°21'09"W A DISTANCE OF 124.36 FEET; THENCE N 59°48'05"W A DISTANCE OF 85.42 FEET; THENCE N 36°20'36"W A DISTANCE OF 34.69 FEET; THENCE S 78°01'36" W A DISTANCE OF 63.16 FEET; THENCE S 00°13'07"W A DISTANCE OF 84.04 FEET; THENCE S 00°25'18" E A DISTANCE OF 51.71 FEET; THENCE S 00°18'38"W A DISTANCE OF 90.67 FEET; THENCE S 01°31'06" W A DISTANCE OF 65.76 FEET; THENCE S 00°19'38" W A DISTANCE OF 103.03 FEET; THENCE S 00°06'14" W A DISTANCE OF 92.33 FEET; THENCE S 00°30'33"W A DISTANCE OF 213.24 FEET; THENCE S 39°39'17" W A DISTANCE OF 14.24 FEET; THENCE S 89°33'11"W A DISTANCE OF 2490.10 FEET; THENCE N 01°21'28" E A DISTANCE OF 28.73 FEET; PAGE 9 OF 10 Page 4 3 of 9B THENCE S 89°28'16"W A DISTANCE OF 2438.92 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 997.45 ACRES. REFERENCE ABB DRAWING#12349-SD PAGE 10 OF 10 Pane in of _ 9H EXIBIT F TO SRA DOCUMENT BELLMAR VILLAGE SRA NATURAL RESOURCE INDEX ASSESSMENT Revised August 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. 18CEM3016 Page„`L of 0 9B 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 V6 of k 98 LIST OF TABLES Page Table 1. Spatial Datasets Used in the Bellmar Village NRI Assessment Model 2 ii Page l of X— 9B 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 FLUCFCS and Wetlands Map E4-1 Exhibit 5. Documented Listed Species Locations (2007-2009 and 2019-2020 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 E11-1 Exhibit 12. Final NRI Assessment E12-1 Exhibit 13. Natural Resource Index Values E13-1 Page b`/ of 9B 1.0 INTRODUCTION This Natural Resource Index (NRI) Assessment Report documents the environmental conditions and NRI scores within Bellmar Village SRA (Project) and demonstrates that Bellmar Village 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 Bellmar Village 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 Bellmar Village 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 999.7± acres as the Bellmar Village SRA is located in Sections 2, 3, 10, and 11; Township 48 South; Range 28 East; Collier County(Exhibit 1). The location and extent of Bellmar Village is indicated on Exhibit 2.Bellmar Village 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. Bellmar Village 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 terebinthifolia), 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- 1 9B acre grid cells that receive a score value based on each of the six NRI Factors as defined in section 4.08.01 of the LDC. Baseline NRI values were assigned during the original Collier County RLSA Assessment Study to establish the Baseline conditions. This NRI Assessment includes documentation that refines the NRI Factors from the original study using updated data. Of the six NRI Factors on the Stewardship Credit Worksheet, two factors (i.e., Land Use-Land Cover and Listed Species Habitat) are the most prone to change over time, or require mapping refinements. However, in preparing the assessment, Passarella & Associates, Inc. (PAI) obtained updated datasets, where available, to be included in the model. Table 1 depicts the datasets used for each of the NRI Factors and indicates where data has been updated from the Baseline model. Table 1. Spatial Datasets Used in the Bellmar Village NRI Assessment Model Natural Resource Model Input GIS Dataset Source Datel Index Factors Stewardship Collier County Collier County Collier Overlay Stewardship 2019 Stewardship Areas County* Designation Areas Collier County Collier County Collier Stewardship 2019 Stewardship Areas County* Areas Proximity Conservation Collier Collier County 2019 Preserve Land Florida Managed Areas FNAI 2019 Florida Panther FWCC 2019 Telemetry Documented Wading Bird FWCC 1999 Listed Species Rookeries Listed Species Listed Species & Habitat Species Specific PAI 2020 Survey Results Habitat Type FLUCFCS PAI 2019 Soils/Surface Soils for Lee, Collier Water Soils and Hendry Counties USDA-NRCS 1990 2 Page -5-o of 9B Table 1. (Continued) Natural Resource Model Input GIS Dataset Source Datel Lidex Factors Restoration -- -- -- -- Potential Land Use/Land Land Cover FLUCFCS PAI 2019 Cover FNAI—Florida Natural Areas Inventory FWC—Florida Fish and Wildlife Conservation Commission USDA—United States Department of Agriculture NRCS—Natural Resources Conservation Service *WRA boundaries around the perimeter of the Project were revised per permitted wetland boundaries and agricultural reservoirs(see Section 2.1) 'Years in bold indicate updated dataset 2.1 Stewardship Overlay Designation As part of the establishment of the RLSA, the Stewardship Overlay was established to designate land with the RLSA as FSA, HSA, WRA, or Open. To refine this layer, WRA boundaries taken from the Collier County Stewardship Overlay Map were updated by digitizing South Florida Water Management District (SFWMD) permit boundaries on aerial photography base at scales suitable for comprehensive planning. Detailed analysis of these areas was conducted on the ground, using actual surveyed wetland and permit boundaries. Using this actual groundtruthed data, the Stewardship Overlay digitized WRA boundaries were refined. The Bellmar Village 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 3 �a p ie gI of 9B PAI in 2019 revealed some positional and classification errors which are rectified in this application. The updated Florida Land Use, Cover and Forms Classification System (FLUCFCS) mapping for the Bellmar Village SRA is presented in Exhibit 4. The Documented Listed Species datasets were updated to include the current listed species occurrence data, and Florida panther telemetry was obtained from the Florida Fish and Wildlife Conservation Commission website. In addition, the results of multiple listed species and species specific surveys conducted by PAI in 2007 through 2009, and 2019-2020 were incorporated. A map of the updated listed species occurrences, listed species records, and Florida panther telemetry points is provided as Exhibit 5. 2.4 Soils/Surface Water The U.S. Department of Agriculture Natural Resources Conservation Services (USDA- NRCS) soils map for Bellmar Village 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 a Stewardship Sending Area (SSA) designation process if appropriate and was not assessed in the Baseline model. As this application and NRI Assessment is for an SRA, this NRI Factor was not incorporated into the Bellmar Village NRI Assessment. 2.6 Land Use/Land Cover As mentioned in Section 2.3, the updated FLUCFCS mapping conducted by PAI was utilized for the land cover dataset in the Bellmar Village NRI Assessment. 3.0 NRI ASSESSMENT The following section summarizes the results of the Bellmar Village 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. Most of the variation in the NRI Factor result between Bellmar Village and the Baseline are due to updated datasets. However, it is worth noting that while the Bellmar Village NRI Assessment was conducted for the proposed SRA. boundary, the Baseline assessment was conducted for the entire RLSA area. This difference results in some minor variations due to the difference in scope between the two assessments and alignment of the model's one-acre grid cells. 3.1 Stewardship Overlay Designation In the assessment for Bellmar Village, 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 4 Page 5 of 8b 9B (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 Bellmar Village assessment using SFWMD permitted boundaries. This adjustment accounts for the difference between the Bellmar Village and Baseline assessments. 3.2 Proximity For the Proximity Index, the Bellmar Village SRA boundary is within 300 feet of an HSA along portions of the eastern boundary. Cells that were within the 300 foot distance from the HSA scored 0.3, and 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 Bellmar Village had areas that score 0.4 for "other listed species habitat" and areas that received a score of 0 (Exhibit 9A). The areas which scored 0.4 had observations of listed species within habitats that are considered preferred or tolerated for that species. In the Baseline assessment, "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 Bellmar Village assessment received scores ranging from 0 for non-hydric soils, to 0.3 for sand depression soils (Exhibit 10A). This scoring is supported by the Baseline assessment(Exhibit l OB). 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 Bellmar Village NRI Assessment. 3.6 Land Use/Land Cover In the Land Use/Land Cover Index Factor, the Bellmar Village 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 Bellmar Village (Exhibit 11B). Differences between the two assessments are due to the use of updated and groundtruthed FLUCFCS mapping conducted by PAI in 2019. 5 *. j ?,1 9B 3.7 Final Assessment Results The final model result is calculated by summing the raster cells for each of the NRI Factors. The Bellmar Village assessment demonstrates that no lands within the SRA boundary carry an NRI value greater than 1.2, with scores ranging from 0 to 1.1 (Exhibit 12.A). The majority of the Baseline model cells are in agreement with the Bellmar Village assessment(Exhibit 12B). Areas where scoring in the Bellmar Village 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 Bellmar Village 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 Bellmar Village SRA has been prepared with updated and refined datasets to reflect current conditions of the site. Comparisons between the updated assessment for Bellmar Village and the Baseline assessment indicate that the incorporation of updated and refined datasets have not had a significant change to the overall assessment scoring. Many of the index factors are still in agreement with the Baseline condition. The majority of changes are limited to the perimeter of the SRA boundary. This NRI Assessment for the Bellmar Village SRA indicates that no areas scored above a 1.2. Based on the results of this NRI Assessment, the Bellmar Village SRA satisfies the Suitability Criteria contained in Section 4.08.07 A.1. of the LDC. 98 EXHIBIT 1 PROJECT LOCATION MAP Page SC of _ 9 B LE co ....._.....i cut. ..c.ti , ;13. 1ORY ,04;frAianiefrAnumr,mr A , _ , 4,OLLItaR li I - ru 1001.• "41141:1121/.0.01AP;i011731111414p k griall 131111.111111:. - 4:4111111111111E litik '4 .tI), . Aleph 4' oliip 4311. % IIED , Gulf W c.:11tk"1. a: ,E of ''.1(. Al.Z.i. 1';A ''..---.., 4..., • Mexico imi. ,..•14:- 4,,,,,.,. ,e,0..4 .- --, Iz.,,___._________ca, S tinr MIT to,..... prim:ma; mirpor .-spuor • .. . 4 "hal \oil • 1 ;in .r.1111b ' 1, ' •r• Ift4 " '1, .... *• . ,.t.r'uif.,s.' :../'-'4,.-!Fiji.-,•':7-7"'-\ 1 A I. .-`,... ' 1 , . _ . 1, '',11.1':/'1.1't..: ::0'.T.)).:-16 t i c c• ' . o k,, , „..,... .., .... cL.Lv 1114 O . 'a _ -• •k'IT I::.; . 1 . :1 '. 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S.7.1A t...., 1 rt%nil';'* 3f . ef" - _ .- • ri.' ' '.-% L_ - . icl MAYON It V DAIS !.?. 8/2s,lo • EXHIBIT 1.PROJECT LOCATION MAP usurungiv Deal PASSARELLA if H.S. m/z51zo Ph BELLMAR VILLAGE Ri.111. gun C'''.".""71& ASSOCIATES i i I Page_5-L 0 a _ • 9B EXHIBIT 2 AERIAL WITH BOUNDARY f ale S 7 o �� 98 .. ,I , ,,� , e }Ilt I tail 1 'i� 'sI I ir; 1 + f PROJECT z I. LOCATION 1, ` I j ►I t41,(7) t�' I ,--_4; • !11111,111 , _I �JI' 1'I ,' ; I t —, '^`4‘ , . II I ,i i * 1i IIv, 1 , , IF, i , 1 - I'{� t, tip \ . ' - , . S �_ 1 .i'_I 1 71111•••,...11 Few+^ '\ I 1 «11. 411'�I11 I I; lii '' •4TIIAVI"VI. I. !i�f7 J. 1 �•, l� , l !'t.I .i�� ,1 iiiUIII II 1111;.aLl1t �1� it , . ___......... . . . _ . . .. %I I AVL'St. r MI1AVE SC - r• G V' Io - 1 3 {, 1 .f I ti LEGEND ,. - _ I_ PASTES: I fit.I PId,% II .:LI I AERIAL PHOTOGRAPHS WERE ACOWR[0 t THROUGH TH VH E COLLIER COTY PROPERTY PAIR OPIItt WITH A PLIGHT DATE CA 5 mow,LOT! 11 0 1,000 2,000 Foot Y v. EXHIBIT 2.AERIAL WITH BOUNDARY A`"/N'IG'" Mn a _ PASSARE LLA KC.P. 8/25,120 BELLMAR VILLAGE WAIF, �n �i"'°0"!& ASSOCIATES _paa e 5F of 98 EXHIBIT 3 AERIAL WITH STEWARDSHIP OVERLAY Page_S, of _Kk 9 B . e 11,..1:4,„ft,_...:I. z-- :: - .-:f%, '-'-' 1'iir.v"--A...m"---%'7 • I • I . • "010 .....,._ 11111141111 ir-.."''..-'. i • ,JI .. .... i,„„ ., 9....."..1.,,u.1,A!,_ —. -. - r '' '. ...'"•'S.,„> '-'1":1• .1.. Rrall 1 i''.51 ip 1 '141'-'11: I r "' -Iv,- '1.1,-112 11-1A1.t.P.It •""'"--- .. 'I.: .44P"'":..4.' ""... ". 1116:4;4-c -- .f-/ 1 iti-oivE or• --,' --. • Pr" .- ' . .,.:, :. .ill .., '...f' ; ) !' Ven 1 • • ''i. . .....,• '!1.11 /ENE• .64"' • . .; ,. 5' • • '1/1,1'' • ' ':'... 1 .. •;' '''E;1 1 ...1 •."'-' - -. ''. 11 i t —F• 71.AVI Nr " ..""'—'.t ' 1 • ,.,_. . Intt)II!k.1 11 ' I• I 'A A I ION. i"ohi', 4,1i. ',I• , -....1 .,,......._..._ . ..N1/Wi0 fir,--•, I f ' ! .- I .-. 1 • et t . i .->.:i4 G ATE 131./i175-. , , lr ' T ,":-• I ..J . ........ . . 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BELLMAR VILLAGE 101,1sx13 DAT! i7friiit'l& ASSOCIATESk 2 ; Page 6 of_IL... 9B EXHIBIT 4 AERIAL WITH FLUCFCS AND WETLANDS MAP Page of 16__ 9B j ,�. yt 11 ,11'11 II.L (11('il f A ,^'* tEi ti �+ r - I 4. �� LECEN0 c•, �. I,' 1 7FNn0 W11LAM4 � t I It'I J �j+�I11�-i��lfClf��'�.�'}Jy• I •• f2v.-0S 4u7 . !J .(�14111'[1'4,'NI', 1 ', " .. •" :rM1M OTMIA fulllatE tN, .� I� • 1'S � i ' , lit• `r 1 WITEOS(tfO At t) / T •+•• II 1 : 1 V .. :UI'AEIEO WETL AAO LINE r r1 I�l� 1 •III• II' I IIIII "li,. II I��'tl I4 , ;;, ��,!; i , . �' L 1'i1 1 AYI.1l,vC YNJu 111, '.1w ii'il0c.q tr.olns /,.1Y1 '1tA1.f1 1 •,r. .- 1 JI�"W0 ;I , •'L .. , m oE,... l0»1l.. •. bOM A. t) n,ns.' i .,_OYAO I •I "1 I 1 I ',•III '.'I 1 a nnv,om). oe,.. ae. �- (O.Y)Ave 1) f1f1Y A 11 A �: • 1,11 Ac,i �ts0 ,11.M}1 AA:..fl , — I 1.. . �• ..r v-- 440 oW i11A,. 11 121114 10114.1) 01\41o.tl I 1••1 .G:�. ; '�_t I 1 ,Y I _ 42 tCll.1Moo I NA.; OR go SS olo..1 100/11.1 111i W. 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IFbANOT 141 OAIEO Mg16.5607 1YwA,q , FLOCKS.L0111 I)TI111710 10011 d 11roo•Ala&F$07030A101 AIa LOCATIONS 11PRC01014120, .._...__-� • ILVCFCG PER PL010I0A LAM I101, I , COv[R AM P01015 CLAOS'F,CAT1011 OSI1I41 ULVCPCS)IP0OT 1+1011 F htMEI LX!{BBIT 4.AERIAL WITH flL•CE ;S AND WETLANDS MAP PASSARELLA BELLMARVILL/1Cik memo lit16,. ASSOcIATESW H.H 08/20/2D Page ,of 9B EXHIBIT 5 DOCUMENTED LISTED SPECIES LOCATIONS (2007-2009 AND 2019-2020 SURVEYS) Page e3 of S6 9B is -, ' . , II; ,,,', '•, PROJECT if • s — LOCATION It i i II l ; .• I .._ i V . , ,. ,i .„.....__. • I - t i '. -Ail twr..- vri Fes... . I';;I' 1iI ;I�,i'I,•r I'f14Ei�'�'�t! 1';�I 111, r 11"( !I' 1 h 1 __. - - ti LEGEND ` iBELLMAR VILLAGE Z007 - Z009 LISTED SPECIES SURvEY NOTES. d A 2019 FWCC PANTHER TELEHETRY • AA.AMERICAN ALLIGATORV. ` THROUGH THE COWER a C04MTAY'NIO ERCY • CRCA,CRESTED CARACARA I AMRAISErt.OFFICE WITH A FLIGHT DATE Of ?1519-.41�tED�`PECIES SURVEY DEMUR 201e. C AA,AMERICAN ALLIGATOR • FPS,PANTHER SIGN AND OBSERVATION n • CRCA, CRESTED CARACARA • LBH.LITTLE BLUE HERON • ENCTAN. ENCYCLIA TEMPENSIS C RSI'.ROSEATE SPOONBLL 1 • ,^ FPI RIG,EPICIENORUM RIGIOUPI • WS, WooD STORK • SHCR,SANDHILL CRANE 2020 LISTED SPECIES SURVEY " _ F d • SNKT,SNAIL KITE • CRCA. CRESTED CARACARA • TCHE, TM-COLOR HERON AA,AMERICAN ALLIGATOR TILBAL. TILLANDSIA BALNISIANA Q TILFAS.TILLANDSIA FASCICULATA 5 • TIL VTR, TILLANDSIA UTRICULALA 0 1,000 2,000 F.at • WS WOOD $Torn ii Hawn AT PATE I.L. S/25/20 ▪ ItkHiIi1T S.DOCUMENTED LISTED SPECIES LOCATIONS PIV1IW1111 IT DATE PASSARELI_A a (2007-2009 AN I)2019-2020 SURVEYS) KC.P. R/25/20 �, „� n BELLMAR VILLAGE �� PATE {`°°°""& ASSOCIATES Page I of 0 (G 9B EXHIBIT 6 SOILS MAP Page S of 98 • • 1} 111, I I it r. ~ -f PROJECT ��+�, ! LOCATION I I, , \ 1.<. gig 1 T.-r,- -1,-, -- c , ' , x - .1illp 'I ! II ' + ' itl ,l ,, , . , , II b • I..r. ...', ..".. . _ :• . ,. , 11 1 lir _,_, , , _ _., ..„ . . 1 , , , ., , i, , , Nii,, ,,, --- .._ , •I 'I , , , fl , v , :_ - .. . 1:111.11 \ 4 iNilC i I ' )SS j5 f" s F 5 C )II`. 1,11 1+141460.1 lA liil 1 , II !■■■I11 FI1,1 11` , ... 9 .. ' , ! I i 11 111 !I �f lit 1'1 r T %'! / • nr.I AVE', . i 6 l N 3 _ w, 2 ROIL UNIT NAY! NOWOLMW1OAT10N FWTlS: i T IWdw2lMPIA00 ILA1WOODR01u j goEND rrowTrLT NRTwoNxs waPe aNtC RID (� 10 01DSEAM FIR INC.11lMTONE&..!STRATUM MTMOODBOLL9 ROOM ING•ITIWOR 0t0ORMcO OID F BFLLMAR VILLAGE +� PV�[oA AMP SA/D IM!TONPI I T*Iuu PLATS RIw+ulx'f1YlU WAS LIIRART WllSITl. ,? IS CLDSAIuI PAC 1AND Purnaoo falls 17 uswoa fire fAPo PLATSITR1wfrtIC•NU SOLO SOSLS NAMINO WAS ACOUIRRO FROM l 25 Doc&rim&51025TO4C suurNa1yM NA)SOPEMI10 Fs,OSPRES.113F1AL LAW MPT,SIION TNI I LORMDA 010rRAIN IS OATS LIBRARY 0 1,ODD 2,000 Tole NATURAL RESSOUR:l5 CON5ER VATION 1 Fool • StRY,Cf 1000. 6 'a IZii 11MWN•T PAST }S M AI 1,.1... :SCR 91111117t PASSARELLA R EXHIBIT 6.SOILS A•LlAl RFYMT.t11)' MTf5 BELLMAR VILLAGE u noa25/Zn & ASSOCIATES k E Page. •.of 9B EXHIBIT 7 STEWARDSHIP OVERLAY DESIGNATION INDEX Page 67 of rb 9B e • 4 F •.07.',t; -e- , 44a..t »ti `y,.a. , -tiI r A,, 1. 11 :7 PROJECT +l : r i LOCATION `4J) li: '' i . I f 3 i,. r411i .•-. . -, ._ _ ' Al . '4 _.... \ — I mum to —.___ I J 1111 d . • I I; r �A - = 8TH AVE ESS � f 9 I. 1 ' s { E N. 1 e LEGEND a — F. NOTES fh 'a•Al.UI AURA L PAOTOGRAPHS WERE ACOUIREO y 0 THROUGH THE COLLIER COUNTY PROPERTY APPRAISER'S OF'ICE WITH A PLIGHT OATS OF 6 EPEE PEER 2018 0 1,000 2,000 4 Feet a R n ueAwaar GATT F.L. 8/2EXHIBIT 7A.STEWARDSHIP OVERLAY 5/20 31 PAS SA R E L LAuMiwcu.r [NTT e DESIGNATION K.C.P. 8 /25/20 a ' _°,,��.& SSOCIATESBELLMAR VILLAGE N^n.� �,� ?age IL of 06 9 8 ril 1 . . r,1, ram % 4 1' - ?}, 1 - ,1 ; +r' PROJECT I'' , LOCATION :1 II I • • II116 Illn111PPloillaillillirh' __ -. _ . ,. \ r ,: , . PI n dDI HAVE ST ~' a i 9 N 1 j,EOEND yAwA W - 1' NOTES. I 0 AERIAL AN0/G6RAEHi WERE ACQUIRED - ..6 THROUGH THE COLLIER COUNTY rROrERTV S APPRAISER'S GgICE WITH A FLIGHT DATE or OECENRER TOW 1 0 1,000 2,000 F•i1 4 J s EXHIBIT 7E.BASELINE•STEWARDSHIP Na AlvlesY DAT. iPAS SAR E L LA 6 OVERLAY DESIGNATION K.C.P. 8/25i2o '".10.., BELLMAR VILLAGE RIY.� [MIL `"'I`"""'& ASSOCIATES p 9B EXHIBIT 8 PROXIMITY INDEX Page 7_ of __ 9 B ' ;4$, } 1 'I C. .• '• i,0.1,,•••, ' 4?1. o ) .••... ,. • ..,..,40•0't'P'' _.'•••II ‘31';‘7'.6,Yr I.°..ii • .0•14'11'';l''L 1 ' 4,r1St '.."4-=',4•4.^.." k''' ' .:* ,..4,10”A'' -:' I . ' .. -0.•.krL.',t -, ' '.%.* ' ft fie 11 I% ' . ': T•r—r r-r—_.... • ' °I ,:e A,V..4•; .': : ''' ' i.k, . ,• .:-I•,",". rt—,....,? •r 1 r - - .....- PROJECT '''K!,,fi• .1 Tx.:T., ii 'I,:'fi$' •'1 .'1:. . ,..• 1. LOCATION I, ..• f s', A 4 1 14 f4i A I , .' ., ...._... r : I 1-, • A •:...... '"' "''..'"' . ... • IIIIIIIIIimgpllftu 01111iiii ' •••. ..,..1 MEM al 4 r.e....,...--— . 1 I ,r • ., ilk . r .. J! .1 . , . • . • / „... FIN AVE..,F• . 4 • • di • I • : . • . ''t• $ I. ,•7 '1.." 8 i ' , '.• a S N' I I. k' I 0 0 AERIAL PHOTOGRAPHS VIEW ACOUtFICO THROUGH THE COLLIER COUNTY PROPERTY 5 LEGEND APPRAISER'S Wirt PoiTH A 11161.17 bATE Of iS InceneeR 20,6. 0 1.000 2.000 Feet ii z it. MOWN/11. TWIT F.L. 8/25,20 Si• EXHIBIT BA.PROXIMITY INDEX UNIV.°Ill DIM PASSARELLA BELLMAR VILLAGE K.C.P. 8/25/20 Cmouli.ne & ASSOCIATES 01 5.7,e IL,of (2. . ,.,..A...7;,,.;..45'C)7-,A,,‘,.,'t,,i't•..i-'t4s"..'fr,,°'1't,,m.p-d-1i..4.`i.7l4-',.s1..,;7 B } rat f f 4 .I�b Vb ✓. 4 �- a1 `r • w lr • —t_o '� PROJECT t LOCATION J l!'. , I 1 w.W.J..M f�__� • ram-_ p .a w Vi ' .fP I 1 •1 °, q • A74I Y.VI `,1_ `�.�, 8 ojAi : • r'- I I 1 r ll ll Ps LESIENII ' gO7t5 VALUI KRILL PI1070ARAM:WERE ACQUIRED i I ' 0 THROUAN IEEE CALLER COUNTY PROPERTY APPR►13ER'S OPTIC!WITH A PLIANT[ATE Cr - 0.3 [PECHORA?Ole 5 0 1,000 2,060 1 FIG e R o...,n,SIT Mal F.L. 8/25,20 EXHIBIT 8B.BASELINE.PROXIMITY INDEX ',EVIRKOTV WT. PASSARELLA BELLMAR VILLAGE K.C.P. 8/25/20 "".i"M& ASSOCIATES a.r.,m n.n F..rict+n QR'Qe L of ^, 9B EXHIBIT 9 LISTED SPECIES HABITAT INDEX Page 73 of �� 9B -- - - , • ', �- . i7 PROJECT tI t LOCATION '!� %,.'., .- „'( .. s � /A I a ' 11 f 1 " _ __N • _ 1 ...r 0, I 1_.,. II 1 • a , s R orHAve Sr' 3 s R . r �a q 1"'"q" 1 .4' .1 . J LEGEND E NOTES. I VALUE 5 C Q AIROVGH AERIAL PHTHCOLLIER GOVNIY►RIOPERTY RED al o.. 5 APPRAISER'S O►4[E PITH A FLIGHT PATE aF DIEVIEER MIR. 0 1.000 2,000 l Foot 2 g A EXHIBIT 9A.LISTED SPECIES HABITAT INDEX ••��••�•• ��* �!1SSA1 E L�.A a BELLMAR VILLAGE K.[;.P, 8/25120 ,,,, f UNWED RATI ''" & ASSOCIATES Page 7 U) o ;' 9B r • • 1 f LOLOCATIONa- M�� i, • ,.. , 5 .t I) �'�. fir` 1,4 K: 4 I i� 1., 10 1 i r'i:i__ Zit a `, II i ' . -•_.•• • --I iipiwinalimmii A I l . 1 e , O ,,1H AVE SF - i - S f. I; U A ; I 1 LEGEND Rorer: E V All* W F r AERIAL►HOTOERAM.£WERE ACOWRED I ( 1 0 I THROUOM IHE(EWER COUNTY PROPERTY 111'MIAI£ER'D OPPICE WITH A PliDHT BATE OE } Q..S DECEMBER MA iS 5 0 1.000 2,000 iFBN DAWN Ef DATE RI F.L. 8/25./20 AI EXHIBIT 9B.BASELINE•LISTED SPECIES HABITAT INDEX DEA LEWD la a PASSARELLA 5 BELLMAR VILLAGE K.C.P. 8/25:20 `r.„,.;. & ASSOCIATES MIMED DA115 9B EXHIBIT 10 SOILS/SURFACE WATER INDEX Page 7/ of Fk„ 9B • ' ,i'1l 0 t r y 1'i1 ' '� +� °` `' I, 3f oily '4",ti,I,11j1;1�ii —,.,,, _ 770, fl n J PROJECT or r LOCATION .11 `1 .11 : r,.� ., 14 ' ',,. .. I A d �; : o i it , �T., ' '; it i : :Td ... * _ it 'e .'' S4TN ,:1 -.f 1 • S f z , 1 N 1 OWES 6 VALUE r1 F..i. 0 TRILL IN KU OTOORVN!WERE GRED ' � 0 z THROWN»,e caueR COUNTY PROPERTY AP RAPIER'5 OA,CC WOK A EL HINT GATE 0/ O[ClFMM SGU. i III OS S 0 1,000 2,000 Feet e CI NA M.Y EXHIBIT 10A.SOILS/SURFACE WATER INDEX Na D.T 8/2 TN BELLMAR VILLAGE R.C.P. $/2551 120 PtPASSARELLA ASSOCIATES L 9 B ---• , . IL*4 i,. , td :' 14-4Adthoh . /if:ctriOLAVV;i k: , -•—,--.,. \4 . 14 4 . 1 'ill .41 :14:1114',110: , ''•4',,T ,, _ tirrpgr a — -, . f,tr ri l k,II 1Jt,,,i• ..•,,-'44,4t EL 04144 tl":411:441r PROJECT r4:414:1 4 P14,6,1/ r 1 ltit 1 LOCATION • I If 't ( 4 1 'il4tril'4 ; k, .. • '.z ..0 , r --../ I ' • __, t \ .11 . ,1 1. ..-...... r ,.. . --. ._.. 1, ii ,.. , . . . , . . . ._ _. _ .. ., r p r 3 1 i s 1 x ' 1 - . . , 0 E , / v 4 1: 4 , 3 • .! l' , I ' ',I 1 , v i' d ; , , . A 14 g LEGEND ,J ii NOTES G l ) 0 AERIAL PHOTOGRAPHS HEM ACQUIRED I THROUGH THE COLLIER COUNTY PROPERTY APPRAISER'S OffaCE WITH A FLIGHT DATE or 0.2 OECETASER 1448 i ali 0.3 s 0 1,000 2,000 Feat e la ii hililliME I EXHIBIT 10B.BASELINE-SOILS/SURFACE WATER INDEX ...,....., 11.1 PASSARELLA I BELLM AR VILLAGE K.C.P. 8/25/20 Emil r:417 67-A.SSOCIATES! Page V of (-' , 9B EXHIBIT 11 LAND USE/LAND COVER INDEX 1 Page 77 of �� 9B iti. .� I ,, b h $ V. y ' � _ - ' ' r. . t tActI '•, ' PROJECT ,' j !. LOCATION . ,iri 'iC I. % 44", t .x. A pl, ! , i , ,. .. . dE Z. t ti A • EG_ �-- . _ 1 •Ii... . A' , , A . . , , -4, , .... . .. ., $ a r 1 sue. .• I _ ;. E 1 1T N 1 LEGEND rates: W VALUE V, — ,, f. I ArrIAL PHOTOWAM3 well!ACouRte _ i 1 0 I THROWN THE COLLIER COUNTY►ROrttrY '> GEQ1rICE WITN A FLIGHT OATS 0r '•sQ 0.2 ti OENiER 1p 84 CI 0.4 s11111IM 0 1,000 2A� Fast t 0 :—'n. • ij A EXHIBIT I IA.LAND USE/LAND COVER INDEX ..YIA..°OT Mal PASSARELLA BELLMAR VILLAGE K.C.P. W15/Z0 kiMill ,p;«& ASSOCIATES 3 Y A 'o. of k.-, 9 B 4,.. „ .....,.... \ . • ;Tr. ,,•• . , .,. ,•, , .,. . „ i.0r. .... ./.. -' -• ;,,,, , . . ..., .4,, 1,;„---. ;..,,.., 1 PROJECT , i, i' „.. LOCATION * . 40.1,, i - , • ,..et. , ' '../ 1 \ -7 ...*`..;.ir 1 t *- . • 11 , 0 . . ..r. r, .:' ' '1111‘ 4 A • . -- I • . .^ . • ' V ; =' '• . Ali ,• 1 , ...... _ • -^-1 — .... •fle,•,4.4. , 11 i 1 , —,......-_- S. -1 • , . • - . '.1 . ,.. , g f - S. !...........4.- ' 4 _ , 4 . - . V i 1 ......ir , i I F.,... —• . . A.,. • ., I / 7 -,... / e i 4 I - ..... •X . 4 . 3 - . -- •. 1 c .. ✓ _ 9 4 10 .9 1 + LEGEND • NOTF5 VALLI &MAI PHOTOGRAPH:ATer A"OUIRED 7t THROleff Thr'MAIM[MAT.,FROMERT 2 . 0 .!, APPItAISPR'S OFFIC.A TH A el.IMIT DATE Of r • 0.4 , DECEffeeR 20/11 , .,c 0 1,000 2,000 4- f' Poet e an IIYAWN ICI E.L. ..... 8/25,10 g EXHIBIT 11B.BASELINE-LAND USE/LAND COVER INDEX .L,AUSObv b. PASSARELLA # BELLMAR VILLAGE K.C.P. 8/25;20 ( It'& ASSOCIATES 1 p.fivinu OATS P11,4e , of gK,_ 9B EXHIBIT 12 NRI ASSESMENT 9B g . PROJECT ;;,l .1 f{, • LOCATION •I i I,. : ,titi 1: /"i '. i I , a • v,r.:4 A. P I • • I . K • G 3 • I x....r : :I i •r• i N LEGEND 1 11 4 VMuE 0.b " P NOTES i 0 0.6 AERIAL J•N aS a:OTO .IWs WERE ACOINRED 0 2 '_,�• Q.] TNRnuON THE tOtLIER L'OIMTY tOOIERTY O.5 Q•8 ti MERAISER'S DAICe DIN A roost GATE 0/ `e� OE<EMRER!Olaf. 0.L 11. I n 1 0 1,000 2,000 9 Fool 'I• I1�AWN1.4 DATt r EL. 8/25.!20 EXh IBTT 12A.FINALNRI ASSESSMENT MN[N.Dal an PASSARELLA :I BELLMAR VILLAGE K.C.P. 8/25/20 1111"?:'' REWIND an & ASSOCIATES•_ -page;3 0 0 98 1'�. .(j 1, _ ' li �, ,f7`o ' '- --,-. 1 `� PROJECT ��1! , F LCATICN , ,, , , �� \ i __ ___ . _. I) „ .. . • ' / . '. ii‘• .. . , ti, . - ,. - .... ... .... .. ,,, , , .2 , . . ..... .. .. „... 1 i,-. . j'i• 14 y w , 1 . • -A- - : lr 1' r-' it 1 LEGE[N�DI N IN VALUE I KITES A O 0.2 ® IAERIAL PHOTOGRAPHS WERE ACQUIRE* .I ! 11 r THROW.'H THE**CLAM GOWTI MROPERTI' j0.A ED 1.2 APrR416EA'G OFFICE WITH A FLIGHT OAT!a $ DECEMBER 2411. Q 0.5 © 1.5 1 110.7 ® 1.7 S F. Cl] 0.8 0 I.8 0 1,000 2,000 % Q 0-9 feel K ou.VM MY UP.lt P.L. 8/25,'20 F EXHIBIT 12H �.BASELINE-FINAL NRI ASSESSMENT A ■* a PASSARELLA a BELLMAR VILLAGE M 2n�20 '& ASSOCIATES i Page F4 of 1 9B EXHIBIT 13 SRA NATURAL RESOURCE INDEX VALUES 9B BELLMAR VILLAGE SRA NATURAL RESOURCE INDEX VALUES Index Value Percent of Total Open Acres Total SSA Acres SRA Acreage 0.0 0.30 3.02 3.02 0.1 0.00 0.00 0.00 0.2 38.83 388.23 388.23 0.3 0.40 4.02 4.02 0.4 48.29 482.77 482.77 0.5 2.62 26.15 26.15 0.6 6.54 65.38 65.38 0.7 2.52 25.14 25.14 0.8 0.10 1.01 1.01 0.9 0.00 0.00 0.00 1.0 0.00 0.00 0.00 1.1 0.40 4.02 4.02 1.2 0.00 0.00 0.00 1.3 0.00 0.00 0.00 1.4 0.00 0.00 0.00 1.5 0.00 0.00 0.00 Totals 100.0 999.7 999.7 Lands>1.2 0.0 0.0 0.0 E13-1 Page �( Of D E I-118 ) Y C 9B 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 16 day of_u its , 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 Bellmar 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 Bellmar Village and said SRA is approximately 999.74 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 Bellmar 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. Page 1 of 16 H:\2019\2019051\SRA\1-25-2021\Bellmar SRA Credit Agreement (I-25-2021).docx 9B 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 6,742 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 999.74 acres proposed in the Bellmar Village Development Document and summarized hereinafter. 2. Exhibit "A" is the legal description of the 999.74 acres that constitute the Bellmar Village SRA. 3. Attached hereto is Exhibit "B" the Bellmar Village Master Plan which depicts the land uses within the SRA. Also attached as Exhibit "C" is the Bellmar 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 Bellmar 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 Bellmar Village. Applicant and Owner are transferring enough credits to allow development on 842.75 acres, since 156.99 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 6,742 Credits 202i ^ 1 0 6. Pursuant to Resolution No. (pending), the County has approved Bellmar Village as an SRA consisting of 999.74 acres and has approved the Bellmar 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. Page 2 of 16 H:\2019\2019051\SRA\1-25-2021\Bellmar SRA Credit Agreement(1-25-2021).docx 9B IN WITNESS WHEREOF,the parties hereto have caused this Agreement to be executed by their duly authorized officers or representatives and their official seals hereto affixed the day and year first written above. Attest: BOARD F TY COM► SIO► ERS CRYSTAL K. KINZEL, Clerk COLLIE TY, FLORI�j • 4111.5 / By: • r De I �' Penny Taylor, Chairman Attest as to Chairman s signature only. _ APPROVED AS TO FORM AND LEGAL SUFFICIENCY: By: A sistant County Attorney WITNESS: 'Q COLLIER ENTERPRISES MANAGEMENT, INC. (Signature) Prl..YJ& \Wc By: (Print full name) Printed Name: i Title: s lid \Ck 'QR o t- (Signature) e.gro\ GoocQ.+-CC_ IA (Print full name) STATE OF FLORIDA COUNTY OF COLLIER The foregoing Stewardship Receiving Area Credit Agreement was executed before me this 25 day of 3-41 uiaart , 2021, by means of K physical presence or online notarization, by QAy¢ucx.1..Ultet., as cI N c QRaY:oerr of Collier Enterprises Management, Inc. pc.)--k.->4. 4 j Poo Valerie L Pike NotaryPublic InCommission#NH 32134 ` �p c� Commission Expires 08-17-2024 Print Name • f Bonded Through-Cynanotary � I o�F Florida-Notary Public • tSTPATI Certificate No. 1\\N 3'Z.\3`14 My Commissioner Expires AV• \1,?.0)-A1 Page 3 of 16 H:\2019\2019051\SRA\1-25-2021\Bellmar SRA Credit Agreement (1-25-2021).docx 9B WITNESS: COLLIER LAND HOLDINGS, LTD, A Florida limited liability limited partnership 0 .q '• By: Collier Enterprises, Inc. a (Signature) Florida Co p ration it's Gener Pa r v P, By: 2 (Print full name) Printed Name: N '1AC L.Utte€_ Title: k('►cr Qn ►0O\h" dot`z-ti-j WC1754L (Signature) ► Cz,t:� f'cpa i-Ct,___1,\ (Print full name) WITNESS: CDC LAND INVESTMENTS, LLC, u — -s- • 2 A Florida limited liability company (Signature) A;l� P� 0 2..By: � (Print(iL(-f name) Printed Name: QA^c�tac.K.. L.UgQ. � A „ Title: ►cam FK r (Signature 1 � gr_Q"Ls) I C>&r►'c I--\ (Print full name) STATE OF FLORIDA COUNTY OF COLLIER The foregoing Stewardship Receiving Area Credit Agreement was executed before me this 2 day of A uxt- l , 2021, by means of DC physical presence or online notarization, by QqTt;►rx.,L.U lel. , as 1lickkEc off"of Collier Enterprises, Inc., General Partner of Collier Land Holdings, Ltd. VII, 0 LA ----L j'•lc? --- "�Pa Vaterle L Pike Commission#NH 32134 Notary Public • d- cipço87. o24J Print Name .-Cynanotary ! Florida-Notary Public T ftL� - - - - - — - Certificate No. 1-\-1-t 37_1'64 My Commissioner Expires Att.X3.V 1► .-0d-1/4-1 Page 4 of 16 H:\2019\2019051\SRA\1-25-2021\Bellmar SRA Credit Agreement (1-25-2021).docx 9B STATE OF FLORIDA COUNTY OF COLLIER The foregoing Stewardship Receiving Area Credit Agreement was executed before me this 26' day of SANhA'D , 2021, by means of LX physical presence or online notarization, by icv...1..\cceL, as Vic.eglIA,ie rof CDC Land Investments,LLC. (!%OINPi, Valerie L.Pike Notary Public Commission#HH 32134 va P u Commission Expires O8-17.2024 Print Name �Y-rc i di-•s Bonded Through-Cynanotary •+<F: Florida-Notary Public R 0� _ w _ _ Certificate No. 1 321314 My Commissioner Expires (,. 11,)-o`ZM Page 5 of 16 H:\2019\2019051\SRA\1-25-2021\Bellmar SRA Credit Agreement (1-25-2021).docx 9B EXHIBIT A LEGAL DESCRIPTION OF BELLMAR SRA TRACT 1 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 AFORESAID SECTION 3; THENCE N 13°54'05" W ALONG THE WESTERLY LINE OF SAID SECTION 3 A DISTANCE OF 1850.80 FEET; THENCE LEAVING SAID WESTERLY LINE N 76°05'55" E A DISTANCE OF 221.22 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE S 85°59'40" E A DISTANCE OF 167.52 FEET; THENCE S 54°47'00" E A DISTANCE OF 106.93 FEET; THENCE S 35°16'22" E A DISTANCE OF 158.78 FEET; THENCE S 34°01'14" E A DISTANCE OF 140.68 FEET; THENCE S 54°56'59" W A DISTANCE OF 260.23 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHEASTERLY WHOSE RADIUS POINT BEARS N 60°25'21" E AND HAVING A RADIUS OF 2800.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°32'46" AN ARC DISTANCE OF 515.39 FEET. CONTAINING A TOTAL AREA OF APPROXIMATELY 2.29 ACRES. REFERENCE ABB DRAWING#12349-SD Page 6 of 16 H:\2019\2019051\SRA\1-25-2021\Bellmar SRA Credit Agreement(1-25-2021).docx 9B LEGAL DESCRIPTION OF BELLMAR SRA TRACT 2 ALL THAT PART OF SECTIONS 2, 3, 10 AND 11, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF AFORESAID SECTION 10; THENCE N 82°33'02" E A DISTANCE OF 322.19 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED; THENCE N 00°21'13" E A DISTANCE OF 169.45 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 2800.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19°16'54" AN ARC DISTANCE OF 942.28 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 3000.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 30°10'40" AN ARC DISTANCE OF 1580.10 FEET; THENCE S 89°19'34" E A DISTANCE OF 172.73 FEET; THENCE N 89°43'37" E A DISTANCE OF 154.09 FEET; THENCE S 89°19'11" E A DISTANCE OF 140.65 FEET; THENCE N 89°25'04" E A DISTANCE OF 144.18 FEET; THENCE S 89°30'11" E A DISTANCE OF 189.08 FEET; THENCE N 88°52'03" E A DISTANCE OF 252.46 FEET; THENCE N 89°30'58" E A DISTANCE OF 226.20 FEET; THENCE S 89°46'36" E A DISTANCE OF 167.61 FEET; THENCE N 86°11'10" E A DISTANCE OF 202.98 FEET; THENCE S 89°18'32" E A DISTANCE OF 184.50 FEET; THENCE N 84°55'17" E A DISTANCE OF 152.81 FEET; THENCE S 79°42'09" E A DISTANCE OF 192.26 FEET; THENCE S 34°12'12" E A DISTANCE OF 110.57 FEET; THENCE S 40°41'18" E A DISTANCE OF 164.41 FEET; THENCE S 58°01'04" E A DISTANCE OF 141.23 FEET; THENCE S 84°38'53" E A DISTANCE OF 208.75 FEET; THENCE N 72°29'42" E A DISTANCE OF 142.93 FEET; THENCE N 62°58'40" E A DISTANCE OF 174.43 FEET; THENCE N 42°06'20" E A DISTANCE OF 124.27 FEET; THENCE N 42°51'18" E A DISTANCE OF 137.02 FEET; THENCE N 81°54'20" E A DISTANCE OF 68.38 FEET; THENCE N 89°20'54" E A DISTANCE OF 253.03 FEET; THENCE S 89°43'14" E A DISTANCE OF 159.63 FEET; THENCE S 87°44'09" E A DISTANCE OF 214.85 FEET; THENCE S 79°46'04" E A DISTANCE OF 131.30 FEET; THENCE S 86°41'26" E A DISTANCE OF 139.13 FEET; THENCE N 87°57'17" E A DISTANCE OF 178.53 FEET; Page 7 of 16 H:\2019\2019051\SRA\1-25-2021\Bellmar SRA Credit Agreement(1-25-2021).docx 4B THENCE S 84°24'04" E A DISTANCE OF 111.98 FEET; THENCE N 88°12'24" E A DISTANCE OF 123.18 FEET; THENCE S 76°48'56" E A DISTANCE OF 102.97 FEET; THENCE S 83°28'19" E A DISTANCE OF 160.65 FEET; THENCE N 83°40'14" E A DISTANCE OF 166.34 FEET; THENCE S 85°46'00" E A DISTANCE OF 161.03 FEET; THENCE S 86°47'32" E A DISTANCE OF 166.35 FEET; THENCE S 86°27'23" E A DISTANCE OF 171.83 FEET; THENCE S 84°55'04" E A DISTANCE OF 147.39 FEET; THENCE S 89°06'30" E A DISTANCE OF 203.14 FEET; THENCE N 77°59'16" E A DISTANCE OF 122.56 FEET; THENCE N 07°44'41" E A DISTANCE OF 112.21 FEET; THENCE N 62°41'50" E A DISTANCE OF 68.17 FEET; THENCE S 86°52'38" E A DISTANCE OF 114.46 FEET; THENCE S 84°42'21" E A DISTANCE OF 220.39 FEET; THENCE S 30°01'03" E A DISTANCE OF 76.84 FEET; THENCE S 11°30'06" E A DISTANCE OF 99.31 FEET; THENCE S 13°05'23" E A DISTANCE OF 86.14 FEET; THENCE N 89°14'45" E A DISTANCE OF 147.05 FEET; THENCE N 88°10'06" E A DISTANCE OF 141.00 FEET; THENCE N 88°32'42" E A DISTANCE OF 201.14 FEET; THENCE N 84°46'51" E A DISTANCE OF 177.14 FEET; THENCE N 84°15'16" E A DISTANCE OF 63.07 FEET; THENCE N 83°33'12" E A DISTANCE OF 151.81 FEET; THENCE N 83°19'06" E A DISTANCE OF 129.94 FEET; THENCE N 83°06'44" E A DISTANCE OF 150.95 FEET; THENCE N 77°39'02" E A DISTANCE OF 107.38 FEET; THENCE N 67°59'19" E A DISTANCE OF 121.22 FEET; THENCE N 31°02'49" E A DISTANCE OF 97.77 FEET; THENCE N 01°25'31" E A DISTANCE OF 90.48 FEET; THENCE N 00°33'58" E A DISTANCE OF 60.97 FEET; THENCE N 59°13'49" W A DISTANCE OF 66.55 FEET; THENCE N 71°53'15" W A DISTANCE OF 177.60 FEET; THENCE N 70°31'29" W A DISTANCE OF 158.64 FEET; THENCE N 71°25'24" W A DISTANCE OF 251.25 FEET; THENCE N 72°31'57" W A DISTANCE OF 214.19 FEET; THENCE N 70°45'51" W A DISTANCE OF 199.98 FEET; THENCE N 72°13'00" W A DISTANCE OF 162.93 FEET; THENCE N 72°17'12" W A DISTANCE OF 198.23 FEET; THENCE N 53°05'35" W A DISTANCE OF 39.90 FEET; THENCE N 34°47'10" W A DISTANCE OF 143.37 FEET; THENCE N 83°48'47" W A DISTANCE OF 153.76 FEET; THENCE N 86°08'27" W A DISTANCE OF 139.69 FEET; THENCE N 85°54'58" W A DISTANCE OF 130.89 FEET; THENCE S 89°38'06" W A DISTANCE OF 160.08 FEET; Page 8 of 16 H:\2019\2019051\SRA\I-25-2021\Bellmar SRA Credit Agreement(1-25-202 1).docx 98 THENCE S 10°46'32" W A DISTANCE OF 201.47 FEET; THENCE S 11°08'56" W A DISTANCE OF 181.72 FEET; THENCE S 10°52'50" W A DISTANCE OF 163.41 FEET; THENCE N 86°07'31" W A DISTANCE OF 193.40 FEET; THENCE N 87°13'41" W A DISTANCE OF 152.57 FEET; THENCE N 85°10'55" W A DISTANCE OF 158.03 FEET; THENCE N 86°18'39" W A DISTANCE OF 210.18 FEET; THENCE N 84°50'09" W A DISTANCE OF 198.86 FEET; THENCE N 03°33'34" W A DISTANCE OF 135.10 FEET; THENCE N 86°46'12" W A DISTANCE OF 160.53 FEET; THENCE N 89°28'44" W A DISTANCE OF 131.94 FEET; THENCE N 89°28'17" W A DISTANCE OF 150.09 FEET; THENCE N 89°41'12" W A DISTANCE OF 204.86 FEET; THENCE N 89°09'31" W A DISTANCE OF 188.75 FEET; THENCE S 89°51'22" W A DISTANCE OF 183.13 FEET; THENCE N 88°54'05" W A DISTANCE OF 156.52 FEET; THENCE N 89°27'O1" W A DISTANCE OF 155.84 FEET; THENCE S 60°22'50" W A DISTANCE OF 93.40 FEET; THENCE S 79°53'40" W A DISTANCE OF 51.15 FEET; THENCE N 89°34'18" W A DISTANCE OF 174.79 FEET; THENCE S 89°13'48" W A DISTANCE OF 174.48 FEET; THENCE N 89°36'26" W A DISTANCE OF 274.98 FEET; THENCE S 88°23'06" W A DISTANCE OF 230.81 FEET; THENCE N 89°07'16" W A DISTANCE OF 197.92 FEET; THENCE S 89°59'43" W A DISTANCE OF 179.15 FEET; THENCE S 89°45'52" W A DISTANCE OF 228.41 FEET; THENCE S 89°48'26" W A DISTANCE OF 196.96 FEET; THENCE S 89°32'53" W A DISTANCE OF 202.81 FEET; THENCE S 89°45'41" W A DISTANCE OF 199.57 FEET; THENCE S 88°34'32" W A DISTANCE OF 186.13 FEET; THENCE N 31°19'14" W A DISTANCE OF 85.45 FEET; THENCE N 03°04'23" W A DISTANCE OF 121.05 FEET; THENCE N 00°46'59" W A DISTANCE OF 145.69 FEET; THENCE N 05°49'37" E A DISTANCE OF 91.89 FEET; THENCE N 00°18'49" W A DISTANCE OF 167.92 FEET; THENCE N 04°53'30" W A DISTANCE OF 196.81 FEET; THENCE N 26°07'0l" W A DISTANCE OF 113.13 FEET; THENCE N 61°14'43" W A DISTANCE OF 89.70 FEET; THENCE N 73°52'09" W A DISTANCE OF 127.59 FEET; THENCE S 72°48'00" W A DISTANCE OF 152.64 FEET; THENCE S 41°02'30" W A DISTANCE OF 126.40 FEET; THENCE S 19°40'22" W A DISTANCE OF 147.98 FEET; THENCE S 16°45'24" W A DISTANCE OF 105.52 FEET; THENCE S 22°34'50" W A DISTANCE OF 76.94 FEET; THENCE S 49°04'49" W A DISTANCE OF 72.36 FEET; Page 9 of 16 H:\2019\2019051\SRA\1-25-2021\Bellmar SRA Credit Agreement(1-25-2021).docx 7 B THENCE S 76°45'08" W A DISTANCE OF 99.81 FEET; THENCE S 74°59'41" W A DISTANCE OF 149.27 FEET; THENCE S 77°23'34" W A DISTANCE OF 181.96 FEET; THENCE S 62°42'20" W A DISTANCE OF 176.55 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S 64°48'51" W AND HAVING A RADIUS OF 3000.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09°24'00" AN ARC DISTANCE OF 492.19 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 2800.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°57'21" AN ARC DISTANCE OF 144.45 FEET; THENCE N 54°56'59" E A DISTANCE OF 262.18 FEET; THENCE N 61°37'00" E A DISTANCE OF 153.45 FEET; THENCE N 67°43'30" E A DISTANCE OF 109.12 FEET; THENCE N 06°12'36" W A DISTANCE OF 104.06 FEET; THENCE N 67°43'30" E A DISTANCE OF 26.02 FEET; THENCE N 53°45'03" E A DISTANCE OF 28.88 FEET; THENCE S 06°12'36" E A DISTANCE OF 111.32 FEET; THENCE N 67°43'30" E A DISTANCE OF 15.04 FEET; THENCE N 53°45'03" E A DISTANCE OF 228.37 FEET; THENCE N 47°59'02" E A DISTANCE OF 168.56 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE SOUTHERLY WHOSE RADIUS POINT BEARS S 03°01'58" W AND HAVING A RADIUS OF 350.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 06°02'44" AN ARC DISTANCE OF 36.93 FEET; THENCE S 86°59'14" W A DISTANCE OF 119.63 FEET; THENCE N 47°59'02" E A DISTANCE OF 165.50 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE NORTHERLY WHOSE RADIUS POINT BEARS N 10°03'42" W AND HAVING A RADIUS OF 550.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19°14'36" AN ARC DISTANCE OF 184.72 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 975.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°36'30" AN ARC DISTANCE OF 44.39 FEET; THENCE N 41°59'10" E A DISTANCE OF 2.10 FEET; THENCE N 34°21'56" E A DISTANCE OF 292.40 FEET; THENCE N 31°18'43" E A DISTANCE OF 219.90 FEET; THENCE N 33°26'21" E A DISTANCE OF 155.64 FEET; THENCE N 28°29'33" E A DISTANCE OF 167.91 FEET; THENCE N 27°37'30" E A DISTANCE OF 141.19 FEET; THENCE N 21°36'13" E A DISTANCE OF 132.89 FEET; THENCE N 06°57'21" W A DISTANCE OF 110.95 FEET; THENCE N 11°56'43" W A DISTANCE OF 98.96 FEET; THENCE N 00°54'13" W A DISTANCE OF 17.00 FEET; THENCE N 18°32'23" E A DISTANCE OF 31.25 FEET; Page 10 of 16 H:\2019\2019051\SRA\1-25-2021\Bellmar SRA Credit Agreement(1-25-2021).docx 9B THENCE N 21°05'05" E A DISTANCE OF 53.52 FEET; THENCE N 22°13'59" E A DISTANCE OF 172.55 FEET; THENCE S 87°41'29" E A DISTANCE OF 97.80 FEET; THENCE N 88°25'28" E A DISTANCE OF 221.06 FEET; THENCE S 80°33'54" E A DISTANCE OF 84.21 FEET; THENCE N 81°09'20" E A DISTANCE OF 251.18 FEET; THENCE N 84°37'12" E A DISTANCE OF 116.76 FEET; THENCE S 79°31'39" E A DISTANCE OF 92.73 FEET; THENCE S 76°13'32" E A DISTANCE OF 44.55 FEET; THENCE S 82°39'06" E A DISTANCE OF 44.01 FEET; THENCE N 80°11'40" E A DISTANCE OF 251.15 FEET; THENCE S 84°03'03" E A DISTANCE OF 502.15 FEET; THENCE S 49°52'58" E A DISTANCE OF 50.53 FEET; THENCE S 19°39'38" E A DISTANCE OF 89.51 FEET; THENCE S 15°29'38" E A DISTANCE OF 80.89 FEET; THENCE S 13°07'03" E A DISTANCE OF 94.09 FEET; THENCE S 09°36'32" E A DISTANCE OF 101.22 FEET; THENCE S 15°16'41" E A DISTANCE OF 84.62 FEET; THENCE S 15°19'24" E A DISTANCE OF 106.87 FEET; THENCE S 20°05'54" E A DISTANCE OF 112.59 FEET; THENCE S 15°18'28" E A DISTANCE OF 158.31 FEET; THENCE S 60°52'00" E A DISTANCE OF 38.92 FEET; THENCE N 85°34'32" E A DISTANCE OF 48.31 FEET; THENCE N 88°43'45" E A DISTANCE OF 69.25 FEET; THENCE N 86°28'05" E A DISTANCE OF 161.06 FEET; THENCE N 89°49'54" E A DISTANCE OF 117.91 FEET; THENCE N 88°27'15" E A DISTANCE OF 65.99 FEET; THENCE N 80°16'39" E A DISTANCE OF 86.44 FEET; THENCE S 89°49'01" E A DISTANCE OF 100.11 FEET; THENCE N 23°20'43" E A DISTANCE OF 51.15 FEET; THENCE N 00°54'15" E A DISTANCE OF 64.40 FEET; THENCE N 02°23'40" E A DISTANCE OF 71.97 FEET; THENCE N 00°17'52" E A DISTANCE OF 106.74 FEET; THENCE N 03°13'18" E A DISTANCE OF 88.35 FEET; THENCE N 05°54'02" E A DISTANCE OF 73.81 FEET; THENCE N 12°20'29" E A DISTANCE OF 41.62 FEET; THENCE N 87°50'05" E A DISTANCE OF 74.00 FEET; THENCE S 89°33'00" E A DISTANCE OF 128.56 FEET; THENCE S 89°46'09" E A DISTANCE OF 156.86 FEET; THENCE S 89°58'44" E A DISTANCE OF 94.37 FEET; THENCE S 88°25'15" E A DISTANCE OF 70.54 FEET; THENCE N 87°53'23" E A DISTANCE OF 90.98 FEET; THENCE S 87°18'08" E A DISTANCE OF 99.58 FEET; THENCE S 87°01'27" E A DISTANCE OF 117.85 FEET; THENCE N 88°12'02" E A DISTANCE OF 74.92 FEET; Page 11 of 16 H:\2019\2019051\SRA\1-25-2021\Bellmar SRA Credit Agreement(1-25-2021).docx 9B THENCE S 89°06'49" E A DISTANCE OF 107.45 FEET; THENCE N 88°02'36" E A DISTANCE OF 73.99 FEET; THENCE N 89°30'11" E A DISTANCE OF 78.24 FEET; THENCE S 87°46'14" E A DISTANCE OF 88.31 FEET; THENCE S 88°27'45" E A DISTANCE OF 119.80 FEET; THENCE N 89°52'48" E A DISTANCE OF 87.64 FEET; THENCE S 87°00'19" E A DISTANCE OF 136.22 FEET; THENCE S 89°17'43" E A DISTANCE OF 114.17 FEET; THENCE N 86°38'43" E A DISTANCE OF 74.24 FEET; THENCE S 85°39'56" E A DISTANCE OF 101.82 FEET; THENCE N 88°23'40" E A DISTANCE OF 108.51 FEET; THENCE S 86°13'28" E A DISTANCE OF 113.86 FEET; THENCE N 03°26'05" E A DISTANCE OF 117.49 FEET; THENCE N 07°11'23" E A DISTANCE OF 131.68 FEET; THENCE N 00°27'24" E A DISTANCE OF 90.39 FEET; THENCE N 06°47'11" E A DISTANCE OF 134.47 FEET; THENCE N 06°48'32" E A DISTANCE OF 127.67 FEET; THENCE N 01°30'42" E A DISTANCE OF 132.45 FEET; THENCE N 04°31'31" E A DISTANCE OF 249.35 FEET; THENCE N 05°49'46" E A DISTANCE OF 101.94 FEET; THENCE N 00°07'14" W A DISTANCE OF 96.31 FEET; THENCE N 04°42'00" E A DISTANCE OF 72.04 FEET; THENCE N 04°08'35" E A DISTANCE OF 56.72 FEET; THENCE S 85°27'49" E A DISTANCE OF 1526.33 FEET; THENCE S 02°59'04" W A DISTANCE OF 277.87 FEET; THENCE S 34°37'41" E A DISTANCE OF 518.47 FEET; THENCE S 02°59'04" W A DISTANCE OF 403.17 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 460.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 34°34'55" AN ARC DISTANCE OF 277.64 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 665.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 67°32'13" AN ARC DISTANCE OF 783.86 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 260.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 49°58'25" AN ARC DISTANCE OF 226.77 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 340.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 36°14'50" AN ARC DISTANCE OF 215.10 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 190.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 108°26'10" AN ARC DISTANCE OF 359.59 FEET; THENCE S 86°13'22" E A DISTANCE OF 167.80 FEET; THENCE S 06°20'53" E A DISTANCE OF 137.20 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 500.00 FEET; Page 12 of 16 H:\2019\2019051\SRA\1-25-2021\Bellmar SRA Credit Agreement(1-25-202 1).docx 9 8 THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 31°16'32" AN ARC DISTANCE OF 272.93 FEET; THENCE S 37°37'25" E A DISTANCE OF 579.77 FEET; THENCE S 01°44'53" E A DISTANCE OF 577.31 FEET; THENCE S 88°15'07" W A DISTANCE OF 48.28 FEET TO THE BEGINNING OF A NON- TANGENT CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 64°09'06" W AND HAVING A RADIUS OF 516.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 81°07'38" AN ARC DISTANCE OF 730.62 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 60.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 68°06'15" AN ARC DISTANCE OF 71.32 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 700.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 22°30'17" AN ARC DISTANCE OF 274.95 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 760.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 24°32'39" AN ARC DISTANCE OF 325.56 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 540.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 31°55'44" AN ARC DISTANCE OF 300.92 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 60.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45°02'02" AN ARC DISTANCE OF 47.16 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 230.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 56°07'22" AN ARC DISTANCE OF 225.29 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 260.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35°57'30" AN ARC DISTANCE OF 163.17 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 211.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 33°46'05" AN ARC DISTANCE OF 124.36 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 80.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 52°23'49" AN ARC DISTANCE OF 73.16 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 123.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 118°50'16" AN ARC DISTANCE OF 255.12 FEET; THENCE N 87°35'47" W A DISTANCE OF 381.80 FEET; THENCE S 00°11'17" W A DISTANCE OF 874.65 FEET; THENCE N 68°18'43" W A DISTANCE OF 692.71 FEET; THENCE S 00°51'34" E A DISTANCE OF 9.00 FEET; THENCE N 64°41'55" W A DISTANCE OF 131.83 FEET; THENCE N 59°29'55" W A DISTANCE OF 86.06 FEET; Page 13 of 16 H:\2019\2019051\SRA\1-25-2021\Bellmar SRA Credit Agreement(1-25-2021).docx 9B THENCE N 40°21'24" W A DISTANCE OF 44.68 FEET; THENCE N 25°53'08" W A DISTANCE OF 47.93 FEET; THENCE N 14°57'50" W A DISTANCE OF 56.29 FEET; THENCE N 09°48'35" W A DISTANCE OF 60.83 FEET; THENCE N 15°08'34" W A DISTANCE OF 60.04 FEET; THENCE N 66°52'10" W A DISTANCE OF 36.81 FEET; THENCE N 73°02'21" W A DISTANCE OF 78.55 FEET; THENCE N 73°34'45" W A DISTANCE OF 113.59 FEET; THENCE N 72°12'13" W A DISTANCE OF 91.38 FEET; THENCE N 70°38'37" W A DISTANCE OF 89.13 FEET; THENCE N 72°06'41" W A DISTANCE OF 470.03 FEET; THENCE N 71°32'50" W A DISTANCE OF 260.97 FEET; THENCE N 71°55'00" W A DISTANCE OF 166.77 FEET; THENCE N 71°18'03" W A DISTANCE OF 117.15 FEET; THENCE N 72°17'23" W A DISTANCE OF 97.34 FEET; THENCE N 71°15'41" W A DISTANCE OF 119.33 FEET; THENCE N 72°29'30" W A DISTANCE OF 79.23 FEET; THENCE N 71°22'03" W A DISTANCE OF 90.70 FEET; THENCE N 71°25'45" W A DISTANCE OF 102.31 FEET; THENCE N 72°51'34" W A DISTANCE OF 92.34 FEET; THENCE N 74°21'09" W A DISTANCE OF 124.36 FEET; THENCE N 59°48'05" W A DISTANCE OF 85.42 FEET; THENCE N 36°20'36" W A DISTANCE OF 34.69 FEET; THENCE S 78°01'36" W A DISTANCE OF 63.16 FEET; THENCE S 00°13'07" W A DISTANCE OF 84.04 FEET; THENCE S 00°25'18" E A DISTANCE OF 51.71 FEET; THENCE S 00°18'38" W A DISTANCE OF 90.67 FEET; THENCE S 01°31'06" W A DISTANCE OF 65.76 FEET; THENCE S 00°19'38" W A DISTANCE OF 103.03 FEET; THENCE S 00°06'14" W A DISTANCE OF 92.33 FEET; THENCE S 00°30'33" W A DISTANCE OF 213.24 FEET; THENCE S 39°39'17" W A DISTANCE OF 14.24 FEET; THENCE S 89°33'11" W A DISTANCE OF 2490.10 FEET; THENCE N 01°21'28" E A DISTANCE OF 28.73 FEET; THENCE S 89°28'16" W A DISTANCE OF 2438.92 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 997.45 ACRES. REFERENCE ABB DRAWING#12349-SD Page 14 of 16 H:\2019\2019051\SRA\1-25-2021\Bellmar SRA Credit Agreement(1-25-2021).docx 96 SRA CREDIT AGREEMENT EXHIBIT "B" W V W� P g g'e g g g O g ,, a <P ` • W e O 0 ogiggI 6 <a' O 0 �� a a 3�RR8;R88 SAXWF - = O D W y ri l ,do - N K > p�p 5 a' wi ..w ri d wN.i d i;fit' ,do a ,- K S- v F ti - Q- w^ �- b 2. z2. D � n to o4 a yj,V a., w51, :lQ @ B 1 _, v y 4.° • wr. �I Zs �0, Ir S"rc YsWi oh anit ,T� 'KOOQ N b W U �U� ...q o g, �-'u? tm y.a g*a §3 to :hi', u `�'" 3 W= W4 ti W w 0uC]J.2 z - CCo ou uc `LOaW0aa° >a qx 2 g o g Dup ,5 2 °r° 5 �bp x a m ee 3'y,o.� 8 vive�; 2 ilQ '"g 010 "'52 O 5 g J 3 g J , W W =V W�Z YYa¢�� WC c� �II 0 . 0Q .* ;Q a W L O 3 a<m W i i 2 'J5.1 o�z n om`� g >' � j� (!i Wozumcra�Qcg �� 0` W= \ -<WI tr m`.'0 t.- '1 \\ -' m __ ' 1 Q w i ! r, w mm , r- ! f cn , J j /Jo . , ...---______ __"--. )1 r-- 1 L.-/ , 1 l'i c\N, 1 ; i , /////- -,, \ 1,/1--(111 i..,,,,...,„:-":-it.1'- 1:,;1:, .. 7 ;-ii ` c �w�y_s � 1 IC N r Qrvx is—f4e / i gg � j c L :'-'1:11 ::\''''t-'''91//'' -''—1 C'''l'*IE —1;l'':al- 11 - , I i , i. r� o ti „p, .1, : ,,, _. ) ,H, ___---------\,144i \ '',,',..," E ' ''',: -.- 4 ri n — g , , ' 'II \\1 g I , ......_ .... ...,,) 0 5 S'''�' N i d tyrA'.'° ',S `/ 1/.' �L �/ni.? �r/m,.+ - to _. s5"� ggtp 1 ;Ci'''. WO , - az Zm S31M1S3 4 F ib' i s W ,o��`�/ i 9. 7 ?w - < CNIN02 IJ' '�� 1 C31INNO2 N E . I�f m`�� ., a i CO) ELE u Page 15 of 16 H:\2019\201905I\SRA\1-25-2021\Bellmar SRA Credit Agreement(1-25-2021).docx 9B SRA CREDIT AGREEMENT EXHIBIT "C" Land Use Summary Use Density or Intensity Residential Up to 2,750 Dwelling Units Neighborhood Commercial Min. 68,750 and Max. 85,000 square feet Civic, Governmental, Institutional Min. 27,500 square feet • Bellmar Village SRA contains 999.74± acres. • Bellmar Village contains a minimum of 28.31 acres of active and passive parks and community green space, including 14.86 acres of amenity center sites and 13.45 acres of parks and park preserves, exceeding the required minimum of 1 percent of the SRA gross acreage, (10 acres). Bellmar Village includes 0 acres of lands with a natural Resource Index greater than 1.2. • Bellmar Village provides 506.90± acres of open spaces (50.70± percent) of Open Space, 156.99 acres above the RLSA 35%requirement for Open Space. • Total acreage requiring stewardship credits is 842.75 acres(total Village acreage excluding open space exceeding 35%). • At required 8 Stewardship Credits per acre, 6,742 Stewardship Credits are required. • Bellmar Village SRA does not include lands within ACSC Overlay. • Bellmar Village SRA does not include, lands designated Flowway Stewardship Area (FSA), or Habitat Stewardship Area (HSA). A portion of the SRA eastern perimeter boundary is adjacent to lands designated HAS. • Bellmar Village does not include any lands designated Water Retention Area(WRA). Page 16 of 16 H:\2019\2019051\SRA\1-25-2021\Bellmar SRA Credit Agreement(1-25-2021).docx