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Resolution 2020-024 RESOLUTION NO. 20 - 2 4 A RESOLUTION OF THE COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS DESIGNATING 997.53 ACRES WITHIN THE RURAL LANDS STEWARDSHIP AREA ZONING OVERLAY DISTRICT AS A STEWARDSHIP RECEIVING AREA, TO BE KNOWN AS THE RIVERGRASS VILLAGE STEWARDSHIP RECEIVING AREA, WHICH WILL ALLOW DEVELOPMENT OF A MAXIMUM OF 2,500 RESIDENTIAL DWELLING UNITS, OF WHICH A MINIMUM OF 250 WILL BE MULTI-FAMILY DWELLING UNITS; A MAXIMUM OF 100,000 SQUARE FEET OF NEIGHBORHOOD COMMERCIAL IN THE VILLAGE CENTER AND A MINIMUM OF 62,500 SQUARE FEET OF NEIGHBORHOOD COMMERCIAL IN THE VILLAGE CENTER; A MINIMUM OF 25,000 SQUARE FEET OF CIVIC, GOVERNMENTAL AND INSTITUTIONAL USES; SENIOR HOUSING INCLUDING ADULT LIVING FACILITIES AND CONTINUING CARE RETIREMENT COMMUNITIES LIMITED TO 300 UNITS; AND AN 18 HOLE GOLF COURSE; ALL SUBJECT TO A MAXIMUM PM PEAK HOUR TRIP CAP; AND APPROVING THE STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT FOR RIVERGRASS VILLAGE STEWARDSHIP RECEIVING AREA AND ESTABLISHING THAT 6198.08 STEWARDSHIP CREDITS ARE BEING UTILIZED BY THE DESIGNATION OF THE RIVERGRASS VILLAGE STEWARDSHIP RECEIVING AREA. THE SUBJECT PROPERTY IS LOCATED SOUTH OF 45TH AVENUE NE AND NORTH OF 26TH AVENUE NE, ALL EAST OF DESOTO BOULEVARD IN SECTIONS 10, 14, 15, 22, 23, AND 27, TOWNSHIP 48 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA. [PL20190000044] 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 Rivergrass Village Stewardship Receiving Area (herein referred to as "Rivergrass Village SRA"), which is nine hundred ninety-seven and fifty- three hundredths (997.53) acres in size; and [19-CPS-01861/1521735/1P75 Rivergrass Village/PL20190000044 2/6/20 Page 1 of 3 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 Rivergrass Village SRA by its approved SSA Credit and Easement Agreements; and WHEREAS, Applicant seeks to utilize 6198.08 Stewardship Credits generated from the Board's designation of CLHAND CDC SSA 15, Camp Keais, leaving some SSA 15 Stewardship Credits unused, to entitle designation of the Rivergrass Village SRA. 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 Rivergrass Village SRA the nine hundred ninety-seven and fifty-three hundredths (997.53) acres described in the legal description attached as Exhibit "A", subject to the requirements of the Rivergrass Village SRA Development Document and the Rivergrass 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 one hundred ninety-eight and eight hundredths (6198.08) 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 Rivergrass Village SRA Development Document and depicted on the Rivergrass Village SRA Master Plan. [19-CPS-01861/1521735/1]375 Rivergrass Village/PL20190000044 2/6/20 Page 2 of 3 THIS RESOLUTION ADOPTED this day of J Mutts-c , 2020, after motion, second, and favorable vote. ATTEST: ^,��,;;'' . BOARD OF COUNTY COMMISSIONERS CRYSTAL . INZE ,; ELERK COLLIER COUNTY, FLORIDA - '� .�..�� BY: AA as to Chairman's''`' JS.epu Burt L. Saunders, Chairman s gfat rO,,h'�, u Approved as to form and legality: Ji *C1( Heidi Ashton-Cicko Managing Assistant County Attorney Attachments: Exhibit A— Legal Description Exhibit B — Rivergrass Village SRA Development Document and Exhibits Exhibit C— Stewardship Credit Agreement [19-CPS-01861/1521735/1}375 Rivergrass Village/PL20190000044 2/6/20 Page 3 of 3 Exhibit A II oco lin? n re 19,T4> (n O-i C--1,OCVII �� 4 0,- f7 C I � W~ 0" ym, t, I INA-1 Ni .Vm x,221 NMD qNNWA II N,�_� i 1 0 111G- Zll to cm 9ll Lll on No �� 91A mi n f� �, w N 0,3 ,0 ND G/ O m D D 00 ^pN 2t Lb L39 L.JA , N r C 2 N A Y1 Nr Ccik DlD �� V) N n P> mO N.Q "Z DD 2 cm N At9 L74 L70 99} m r 0 g c 2 N z 'v E A s W Cn C F!, C _ B• A $ o z -. —L97 1.94 ., C)rn N CO rn n o2 R22 VNN 2 • p�.p� 0006 Z I m •la: ••C0;3. 3=,'' h N ,. T - c•Q V..% ^I' too 9• , ‘4;•.,, 't'., 0,1,,P PER..•• s•% r o ry to In v u a w rl .4a (-, D D c 2t r, V. 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'] O "a0 a tlam azCrj Page o) of ji EXHIBIT B LEGAL DESCRIPTION OF RIVERGRASS SRA,TRACT 1 ALL THAT PART SECTIONS 10, 14 AND 15,TOWNSHIP 48 SOUTH,RANGE 28 EAST,COLLIER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE AFORESAID SECTION 15; THENCE N 01°27'11"W ALONG THE WEST LINE OF SAID SECTION 15 A DISTANCE OF 150.03 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 15; THENCE ALONG SAID PARALLEL LINE N 89°44'36" E A DISTANCE OF 273.61 FEET TO THE POINT OF BEGINNING OF THE TRACT HEREIN BEING DESCRIBED, SAID POINT OF BEGINNING OF TRACT 1 HAVING A NORTHING COORDINATE VALUE OF 712883.79 AND AN EASTING COORDINATE VALUE OF 488298.90 BASED ON THE FLORIDA STATE PLANE EAST ZONE, 83/90 ADJUSTMENT; THENCE LEAVING SAID PARALLEL LINE N 46°15'52" W A DISTANCE OF 168.06 FEET; THENCE N 01°15'52"W A DISTANCE OF 98.04 FEET; THENCE N 05°34'42"E A DISTANCE OF 100.72 FEET; THENCE N 01°15'52" W A DISTANCE OF 284.23 FEET; THENCE S 88°32'49" W A DISTANCE OF 2.97 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 9.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°11'19"AN ARC DISTANCE OF 14.17 FEET; THENCE N 01°15'52"W A DISTANCE OF 217.77 FEET; THENCE N 43°32'49"E A DISTANCE OF 38.77 FEET; THENCE N 01°27'11" W A DISTANCE OF 80.00 FEET; THENCE N 46°27'11" W A DISTANCE OF 56.86 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 89°21'09" W AND HAVING A RADIUS OF 22049.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°41'22"AN ARC DISTANCE OF 1035.01 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 22951.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°53'02"AN ARC DISTANCE OF 754.62 FEET TO AN INTERSECTION WITH A LINE 122.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 15; THENCE ALONG SAID PARALLEL LINE N 01°27'11" W A DISTANCE OF 1961.17 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 42951.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°01'22"AN ARC DISTANCE OF 766.64 FEET TO AN INTERSECTION WITH A LINE 125.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 10; THENCE ALONG SAID PARALLEL LINE N 00°25'50"W A DISTANCE OF 144.64 FEET; THENCE LEAVING SAID PARALLEL LINE N 06°24'31"E A DISTANCE OF 100.77 FEET; THENCE N 00°25'50" W A DISTANCE OF 372.62 FEET; THENCE N 44°34'10" E A DISTANCE OF 67.37 FEET; THENCE N 00°25'50"W A DISTANCE OF 80.00 FEET; THENCE S 89°34'10" W A DISTANCE OF 12.00 FEET; THENCE N 45°25'50" W A DISTANCE OF 67.37 FEET TO AN INTERSECTION WITH A LINE 125.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF AFORESAID SECTION 10; THENCE ALONG SAID PARALLEL LINE N 00°25'50" W A DISTANCE OF 1331.88 FEET; THENCE LEAVING SAID PARALLEL LINE N 51°59'09"E A DISTANCE OF 1784.63 FEET; THENCE S 43°35'16"E A DISTANCE OF 112.09 FEET; THENCE S 54°40'31" E A DISTANCE OF 129.64 FEET; THENCE S 24°40'19"E A DISTANCE OF 433.97 FEET; THENCE S 25°23'25"E A DISTANCE OF 231.30 FEET; THENCE S 27°32'27"E A DISTANCE OF 92.23 FEET; SHEET 3 OF 5 Page .) of_,L„_ THENCE S 27°32'27"E A DISTANCE OF 71.38 FEET; THENCE S 21°54'03" E A DISTANCE OF 117.24 FEET; THENCE S 24°19'16" E A DISTANCE OF 174.92 FEET; THENCE S 12°23'41" W A DISTANCE OF 2.34 FEET; THENCE S 32°09'27" W A DISTANCE OF 339.25 FEET; THENCE S 52°01'13" W A DISTANCE OF 100.40 FEET; THENCE S 60°4T36" W A DISTANCE OF 566.48 FEET; THENCE S 22°58'58" W A DISTANCE OF 25.53 FEET; THENCE S 17°42'38" E A DISTANCE OF 185.76 FEET; THENCE S 08°50'57" E A DISTANCE OF 84.78 FEET; THENCE S 00°37'18"E A DISTANCE OF 111.35 FEET; THENCE S 06°25'55" W A DISTANCE OF 579.63 FEET; THENCE S 04°51'04" W A DISTANCE OF 1008.13 FEET; THENCE S 04°03'32" W A DISTANCE OF 227.10 FEET; THENCE S 07°36'03" E A DISTANCE OF 307.77 FEET; THENCE S 02°55'35" E A DISTANCE OF 450.55 FEET; THENCE S 02°50'32" E A DISTANCE OF 532.54 FEET; THENCE S 87°41'14" E A DISTANCE OF 100.82 FEET; THENCE S 89°24'35" E A DISTANCE OF 37.91 FEET; THENCE S 89°24'02"E A DISTANCE OF 81.30 FEET; THENCE N 84°39'21"E A DISTANCE OF 75.01 FEET; THENCE N 88°33'44"E A DISTANCE OF 59.98 FEET; THENCE N 87°35'40"E A DISTANCE OF 139.27 FEET; THENCE S 84°42'44"E A DISTANCE OF 130.07 FEET; THENCE S 89°32'11"E A DISTANCE OF 147.65 FEET; THENCE S 89°52'52"E A DISTANCE OF 156.15 FEET; THENCE S 88°57'20" E A DISTANCE OF 188.96 FEET; THENCE S 89°41'06" E A DISTANCE OF 131.58 FEET; THENCE N 89°41'36" E A DISTANCE OF 177.16 FEET; THENCE S 89°26'36" E A DISTANCE OF 147.86 FEET; THENCE S 84°43'55" E A DISTANCE OF 101.39 FEET; THENCE S 41°55'22"E A DISTANCE OF 47.92 FEET; THENCE S 19°09'53"E A DISTANCE OF 111.96 FEET; THENCE S 16°32'54"E A DISTANCE OF 153.04 FEET; THENCE S 15°10'48"E A DISTANCE OF 136.90 FEET; THENCE S 16°15'30"E A DISTANCE OF 151.98 FEET; THENCE S 20°1926"E A DISTANCE OF 103.56 FEET; THENCE S 15°22'59"E A DISTANCE OF 129.81 FEET; THENCE S 14°53'35"E A DISTANCE OF 209.16 FEET; THENCE S 15°10'56"E A DISTANCE OF 129.48 FEET; THENCE S 12°02'51" E A DISTANCE OF 126.36 FEET; THENCE S 02°40'13" W A DISTANCE OF 140.11 FEET; THENCE S 01°53'41" W A DISTANCE OF 155.98 FEET; THENCE S 01°52'27"W A DISTANCE OF 127.99 FEET; THENCE S 02°03'44" W A DISTANCE OF 131.45 FEET; THENCE S 01°42'03" W A DISTANCE OF 100.08 FEET; THENCE S 02°55'04" W A DISTANCE OF 105.23 FEET; THENCE S 02°38'14" W A DISTANCE OF 339.69 FEET; THENCE S 07°2T21" E A DISTANCE OF 62.88 FEET; THENCE S 88°18'24" E A DISTANCE OF 115.67 FEET; THENCE N 89°56'54"E A DISTANCE OF 233.19 FEET; THENCE N 88°55'25"E A DISTANCE OF 127.66 FEET; THENCE N 89°10'46"E A DISTANCE OF 196.35 FEET; THENCE N 89°57'03"E A DISTANCE OF 161.31 FEET; THENCE N 88°48'44" E A DISTANCE OF 199.43 FEET; THENCE N 89°29'45" E A DISTANCE OF 274.04 FEET; SHEET 4 OF 5 page ofil THENCE N 89°15'30"E A DISTANCE OF 181.32 FEET; THENCE N 88°24'35"E A DISTANCE OF 99.68 FEET; THENCE N 89°41'41"E A DISTANCE OF 88.89 FEET; THENCE N 88°56'20" E A DISTANCE OF 108.92 FEET; THENCE N 89°19'04"E A DISTANCE OF 161.23 FEET; THENCE S 88°39'37"E A DISTANCE OF 106.23 FEET; THENCE S 89°55'34"E A DISTANCE OF 148.00 FEET; THENCE N 88°27'14"E A DISTANCE OF 147.30 FEET; THENCE S 87°18'29"E A DISTANCE OF 135.47 FEET; THENCE S 26°41'05" E A DISTANCE OF 76.71 FEET; THENCE S 01°02'04" E A DISTANCE OF 108.01 FEET; THENCE S 01°46'53" W A DISTANCE OF 128.59 FEET; THENCE S 01°59'21" W A DISTANCE OF 164.22 FEET; THENCE S 01°53'56" W A DISTANCE OF 115.91 FEET; THENCE S 01°58'46"W A DISTANCE OF 159.80 FEET; THENCE S 00°08'30"W A DISTANCE OF 113.36 FEET; THENCE S 03°38'14" W A DISTANCE OF 130.20 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF THE AFORESAID SECTION 14; THENCE ALONG SAID PARALLEL LINE S 89°44'31"W A DISTANCE OF 427.12 FEET; THENCE S 89°44'43" W ALONG A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 15 A DISTANCE OF 2667.40 FEET; THENCE S 89°44'36" W ALONG A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 15 A DISTANCE OF 2400.70 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 457.51 ACRES. REF. ABB DWG#12102-SDI (SRA TRACT 1-REV4.DOC) SHEET5OF5 Page 47 of 1 • A. N 02O' , o€ 0 9g gN g 2A Nm g Np�DII SS NH to S N ''AI i• N O1z "� y-. Az ,.i �-i pm API A a111 } Nr A W mA •�7 �m v*NI�I T 2 -- o / i rltl ' sem 9' LO 1 6l1"IlZl) \ fZl'1 g *Z1.1 8 g. v 0 um o D n L97 Lsa ~ G \ L86 N g. 0 m _ C')mi 1 N A ?N Q m0 b N oM C , N D v D N r 2 >> D > $ R~ N N N r N Z m L64 \ O 2 /s, m to N 0 _ �� t n w 132 Z N G r—� n N + r0 f 0 `.0 91 N —I 0(4 rn (y 4) (n m m ,,,`I a U/b,,,' z 0o I o mmmmm z • y� ., pq N 2 4S,SSnfn : - ...••• C;.C•O _ �' r 00000 0) _y:, ss s •o �% 0royw� P.9 O NN .1.-ONO I I iq t,• AVEH ,s1 O40D00 , /I .1„,,/11111 / \ Pi § o 33 ',��� C) A I1)0m » . 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U W N V!Ot0 U A V O(0 A(ONUO zzaaz • m [v cs ca r3O e9 eeee< COm m m[n MI[411[151 CV CV ccoco 0ON u N- O..•NN _ ti N e0 11111 (0 e0 e0 e0 t0 7}itb - r. o 0.8- 7■�•�� [O-t r. = EXHIBIT B LEGAL DESCRIPTION OF RIVERGRASS SRA,TRACT 2 ALL THAT PART SECTIONS 22,23 AND 27,TOWNSHIP 48 SOUTH,RANGE 28 EAST,COLLIER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE AFORESAID SECTION 22; THENCE S 00°15'52"E ALONG THE WEST LINE OF SAID SECTION 22 A DISTANCE OF 50.00 FEET TO AN INTERSECTION WITH A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 22; THENCE ALONG SAID PARALLEL LINE N 89°44'36"E A DISTANCE OF 269.97 FEET TO THE POINT OF BEGINNING OF THE TRACT HEREIN BEING DESCRIBED, SAID POINT OF BEGINNING OF TRACT 2 HAVING A NORTHING COORDINATE VALUE OF 712683.79 AND AN EASING COORDINATE VALUE OF 488299.30 BASED ON THE FLORIDA STATE PLANE EAST ZONE, 83/90 ADJUSTMENT; THENCE CONTINUING ALONG SAID PARALLEL LINE N 89°44'36"E A DISTANCE OF 2401.19 FEET; THENCE N 89°44'43" E ALONG A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 22 A DISTANCE OF 2667.40 FEET; THENCE N 89°44'31" E ALONG A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF NORTHWEST QUARTER OF AFORESAID SECTION 23 A DISTANCE OF 906.16 FEET; THENCE LEAVING SAID PARALLEL LINE S 00°15'17"E A DISTANCE OF 240.22 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 1260.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 11°31'33"AN ARC DISTANCE OF 253.47 FEET; THENCE S 88°46'59"E A DISTANCE OF 91.02 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 112.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64°09'25"AN ARC DISTANCE OF 125.41 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 452.50 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°22'04"AN ARC DISTANCE OF 224.04 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 86°3T48"AN ARC DISTANCE OF 219.03 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64°54'46"AN ARC DISTANCE OF 164.28 FEET; THENCE S 26°2226"W A DISTANCE OF 78.76 FEET; THENCE S 23°34'22"W A DISTANCE OF 86.60 FEET; THENCE S 29°16'43" W A DISTANCE OF 71.59 FEET; THENCE S 89°10'15" W A DISTANCE OF 48.17 FEET; THENCE N 84°13'50" W A DISTANCE OF 68.87 FEET; THENCE N 81°39'21" W A DISTANCE OF 58.00 FEET; THENCE S 88°31'22" W A DISTANCE OF 73.27 FEET; THENCE S 89°52'05"W A DISTANCE OF 74.62 FEET; THENCE N 86°38'30"W A DISTANCE OF 59.97 FEET; THENCE S 02°15'48" W A DISTANCE OF 96.14 FEET; THENCE S 04°50'51" W A DISTANCE OF 102.27 FEET; THENCE S 02°25'20" W A DISTANCE OF 149.64 FEET; THENCE S 07°13'14" W A DISTANCE OF 81.69 FEET; THENCE S 48°52'58" W A DISTANCE OF 55.18 FEET; THENCE S 71°37'57" W A DISTANCE OF 40.89 FEET; THENCE N 88°32'46"W A DISTANCE OF 141.83 FEET; THENCE S 88°29'37" W A DISTANCE OF 97.42 FEET; THENCE N 89°39'35"W A DISTANCE OF 135.85 FEET; SHEET 3 OF 6 Page of I 1 THENCE N 89°08'23" W A DISTANCE OF 108.95 FEET; THENCE N 87°54'42" W A DISTANCE OF 137.83 FEET; THENCE S 40°55'18" W A DISTANCE OF 22.02 FEET; THENCE S 06°06'28" W A DISTANCE OF 77.11 FEET; THENCE S 07°11'52" W A DISTANCE OF 132.49 FEET; THENCE S 07°0824" W A DISTANCE OF 152.64 FEET; THENCE S 04°0T46" W A DISTANCE OF 121.96 FEET; THENCE S 07°31'04" W A DISTANCE OF 124.64 FEET; THENCE S 08°2022" W A DISTANCE OF 83.85 FEET; THENCE S 25°49'33" W A DISTANCE OF 37.83 FEET; THENCE S 47°5925" W A DISTANCE OF 51.41 FEET; THENCE S 51°45'07" W A DISTANCE OF 74.36 FEET; THENCE S 51°4720" W A DISTANCE OF 104.73 FEET; THENCE S 51°5826" W A DISTANCE OF 128.55 FEET; THENCE S 45°42'58" W A DISTANCE OF 56.22 FEET; THENCE S 52°27'49" W A DISTANCE OF 82.31 FEET; THENCE S 49°59'31" W A DISTANCE OF 88.78 FEET; THENCE S 51°5120" W A DISTANCE OF 94.46 FEET; THENCE S 50°46'19" W A DISTANCE OF 102.93 FEET; THENCE S 51°15'09" W A DISTANCE OF 83.29 FEET; THENCE S 50°51'46" W A DISTANCE OF 109.82 FEET; THENCE S 49°13'58" W A DISTANCE OF 79.67 FEET; THENCE S 51°18'11" W A DISTANCE OF 172.20 FEET; THENCE S 51°10'53" W A DISTANCE OF 200.05 FEET; THENCE S 52°46'54" W A DISTANCE OF 30.58 FEET; THENCE S 49°14'37" W A DISTANCE OF 104.15 FEET; THENCE S 52°46'51" W A DISTANCE OF 96.07 FEET; THENCE S 51°43'33" W A DISTANCE OF 147.84 FEET; THENCE S 48°39'56" W A DISTANCE OF 36.37 FEET; THENCE N 84°45'00" W A DISTANCE OF 133.18 FEET; THENCE S 89°13'29" W A DISTANCE OF 121.46 FEET; THENCE S 88°20'38" W A DISTANCE OF 118.91 FEET; THENCE N 88°43'01"W A DISTANCE OF 98.43 FEET; THENCE N 88°59'13"W A DISTANCE OF 77.80 FEET; THENCE S 80°3 P23" W A DISTANCE OF 13.27 FEET; THENCE S 48°19'20"W A DISTANCE OF 22.69 FEET; THENCE S 00°57'07" W A DISTANCE OF 34.49 FEET; THENCE S 00°45'26"E A DISTANCE OF 119.90 FEET; THENCE S 00°15'35" W A DISTANCE OF 103.01 FEET; THENCE S 01°00'53"E A DISTANCE OF 99.24 FEET; THENCE S 01°53'12" W A DISTANCE OF 72.46 FEET; THENCE S 04°23'00" W A DISTANCE OF 52.96 FEET; THENCE S 41°48'13" W A DISTANCE OF 17.26 FEET; THENCE S 68°59'38" W A DISTANCE OF 26.41 FEET; THENCE N 88°31'10" W A DISTANCE OF 100.90 FEET; THENCE N 89°01'25" W A DISTANCE OF 112.75 FEET; THENCE S 89°07'39" W A DISTANCE OF 122.98 FEET; THENCE S 89°46'43" W A DISTANCE OF 70.59 FEET; THENCE S 89°13'58"W A DISTANCE OF 159.94 FEET; THENCE N 89°37'16"W A DISTANCE OF 240.87 FEET; THENCE S 88°40'02" W A DISTANCE OF 166.89 FEET; THENCE S 89°59'32" W A DISTANCE OF 184.11 FEET; THENCE S 89°23'49" W A DISTANCE OF 189.16 FEET; THENCE N 89°44'21" W A DISTANCE OF 93.45 FEET; THENCE S 89°39'15" W A DISTANCE OF 196.80 FEET; THENCE S 89°28'24" W A DISTANCE OF 67.13 FEET; SHEET 4 OF 6 Page 01 of 1 I THENCE S 41°06'47" W A DISTANCE OF 26.45 FEET; THENCE S 00°55'43" W A DISTANCE OF 118.75 FEET; THENCE S 01°43'01" W A DISTANCE OF 105.72 FEET; THENCE S 03°18'52" W A DISTANCE OF 165.99 FEET; THENCE S 02°11'04" W A DISTANCE OF 115.64 FEET; THENCE S 01°43'01" W A DISTANCE OF 145.69 FEET; THENCE S 07°24'50" W A DISTANCE OF 107.70 FEET; THENCE S 28°32'55" W A DISTANCE OF 31.17 FEET; THENCE S 51°24'00" W A DISTANCE OF 42.37 FEET; THENCE S 09°1115" W A DISTANCE OF 47.74 FEET; THENCE S 02°14'28" W A DISTANCE OF 98.75 FEET; THENCE S 04°43'32" W A DISTANCE OF 166.81 FEET; THENCE S 00°25'06" W A DISTANCE OF 82.79 FEET; THENCE S 02°42'44" W A DISTANCE OF 146.20 FEET; THENCE S 05°1528" W A DISTANCE OF 113.45 FEET; THENCE S 03°54'14" W A DISTANCE OF 156.22 FEET; THENCE S 05°06'20" W A DISTANCE OF 97.63 FEET; THENCE S 25°26'40" W A DISTANCE OF 45.35 FEET; THENCE S 55°43'03" W A DISTANCE OF 34.61 FEET; THENCE S 86°14'12" W A DISTANCE OF 69.57 FEET; THENCE N 88°41'18"W A DISTANCE OF 115.92 FEET; THENCE S 88°18'29" W A DISTANCE OF 131.51 FEET; THENCE N 89°11'14"W A DISTANCE OF 99.12 FEET; THENCE N 88°32'55" W A DISTANCE OF 119.46 FEET; THENCE N 85°56'30"W A DISTANCE OF 95.13 FEET; THENCE N 88°47'07"W A DISTANCE OF 137.39 FEET; THENCE N 89°02'52"W A DISTANCE OF 125.10 FEET; THENCE N 74°39'30" W A DISTANCE OF 8.34 FEET; THENCE S 89°55'45" W A DISTANCE OF 99.35 FEET; THENCE N 89°16'01" W A DISTANCE OF 75.76 FEET; THENCE N 88°36'52"W A DISTANCE OF 98.69 FEET; THENCE S 88°23'02" W A DISTANCE OF 18.59 FEET; THENCE N 00°15'51"W A DISTANCE OF 305.73 FEET; THENCE N 44°44'09"E A DISTANCE OF 25.46 FEET; THENCE N 00°15'51" W A DISTANCE OF 80.00 FEET; THENCE N 45°16'37" W A DISTANCE OF 42.43 FEET TO AN INTERSECTION WITH A LINE 166.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 22; THENCE ALONG SAID PARALLEL LINE N 00°16'37" W A DISTANCE OF 1099.22 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 54041.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 00°51'01"AN ARC DISTANCE OF 801.94 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 54959.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 00°51'46"AN ARC DISTANCE OF 827.58 FEET TO AN INTERSECTION WITH A LINE 154.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 22; THENCE ALONG SAID PARALLEL LINE N 00°15'52"W A DISTANCE OF 1506.91 FEET; THENCE N 06°34'42" E A DISTANCE OF 100.72 FEET; THENCE N 00°15'52"W A DISTANCE OF 383.47 FEET; THENCE S 89°44'08"W A DISTANCE OF 3.00 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 9.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°00'00"AN ARC DISTANCE OF 14.14 FEET; THENCE N 00°15'52"W A DISTANCE OF 595.61 FEET; THENCE N 45°56'24"E A DISTANCE OF 159.97 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. SHEET 5 OF 6 Page ID of CONTAINING A TOTAL AREA OF APPROXIMATELY 540.02 ACRES. REF.ABB DWG#12102-SD2 (SRA TRACT 2-REV4.DOC) SHEET 6 OF 6 Page I Exhibit B RIVERGRASS VILLAGE SRA DEVELOPMENT DOCUMENT Collier Enterprises Management, Inc. 2550 North Goodlette Road, Suite 100 Naples, FL 34103 The Rivergrass 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 Stearns Weaver Miller Weissler Alhadeff& Sitterson—Legal Counsel Trebilcock Consulting Solutions, Inc. —Transportation Water Science Associates—Water Permitting CCPC DATE I " 19 BCC DATE 1 - TABLE OF CONTENTS Page I. OVERVIEW/VILLAGE DESIGN 3 II. SRA STATEMENT OF COMPLIANCE/SUITABLITY CRITERIA 3 III. REQUIRED PERIMETER BUFFERS 4 IV. MAXIMUM ALLOWABLE DENSITY AND INTENSITY 4 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 11 7.3 Transportation Standards 11 7.4 Signs Standards 12 7.5 Landscape Standards 12 7.6 Other Deviations 12 VIII DEVELOPER COMMITMENTS 13 8.1 Planning 13 8.2 Environmental 14 8.3 Transportation 14 8.4 Parks and Recreation 14 8.5 Other 14 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 B —Sheets 1-5: Sketch and Legal Description Tract 1 Exhibit B— Sheets 1-5: Sketch and Legal Description Tract 2 Exhibit C Location Map Exhibit D Property Ownership/Statement of Unified Ownership Exhibit E Natural Resource Assessment Rivergrass Village SRA Document [SRA-PL20190000044](02-04-2020) Page 2 of 15 I. OVERVIEW/VILLAGE DESIGN AND PROJECT DEVELOPMENT Rivergrass Village Stewardship Receiving Area(SRA) is located in eastern Collier County in Sections 10, 14, 15,22,23,and 27, Township 48 South,and Range 28 East. Rivergrass Village SRA("Village") contains a total of 997.53± acres. Approximately 46%+/- of the Village acreage is located north of Oil Well Road, with the remaining 54%± located south of Oil Well Road. A large perimeter lake system runs along the eastern boundary of the Village, both north and south of Oil Well Road, serving both as part of the Village stormwater system and as a deterrent to wildlife. Lands to the east, north, and south of the Village are zoned A-Agriculture, with active agricultural operations. To the west, the Village abuts a proposed future ROW (Big Cypress Parkway). The land within the Village has 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 2,500 dwelling units. The Village includes a 20.93± 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. The Village also includes an 18-hole golf course. 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 997.53± 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,nor is it adjacent to,any lands designated Flowway Stewardship Area (FSA) or Habitat Stewardship Area (HSA). The Village does not include any lands designated Water Retention Area (WRA); however, within the WRA, along the eastern boundary of the Village,there is perimeter lake system, designed for stormwater management purposes, and as a deterrent to wildlife. Portions of that lake system, outside of the Village boundary, are designated WRA. 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 349.14 acres. The SRA master plan provides for 571.91± acres of Open Space (57.3± percent), 222.77 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. The SRA. provides parks within and accessible by neighborhoods. The SRA also includes one 18-hole golf course. 7. The SRA contains two Context Zones (as required for the Village form of SRA): Neighborhood General and mixed-use Village Center. 8. Within the Village Center Context Zone,The SRA includes neighborhood scaled retail and office uses, consistent with the ratios set forth in LDC Section provided in Section 4.08.07 J.1. within the mixed-use Village Center, which is a minimum of 62,500 square feet and a maximum of 100,00 square feet. A minimum of 25,000 square feet of civic, government, and institutional uses is required. 9. The SRA allows for up to 2,500 dwelling units (2.5 dwelling units per gross acre), of which a minimum of 250 units will 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 building). Rivergrass Village SRA Document [SRA-PL20190000044] (02-04-2020) Page 3 of 15 10. A minimum of 1 percent of the SRA gross acreage, (9.98 acres), will be provided in the form of Parks & Community Green Space. 11. The SRA has direct access to Oil Well Road, which is classified as an arterial road. 12. The SRA is consistent with the standards set forth in the RLSA Overlay Attachment C,applicable to Villages. 13. The total acreage requiring stewardship credits is 774.76 acres (total SRA acreage excluding open space exceeding 35%)acres. At the required 8 Stewardship Credits per acre, 6.198.08 Stewardship Credits are required to entitle the SRA. 14. The Village will be served by the Collier County Water and Sewer District. 15. 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 Oil Well Road Minimum 25' wide Type D Buffer per LDC Section 4.06.02.C.4. All other Perimeter Buffers Adjacent to Preserve or SSA No Buffer Required Adjacent to A—Agriculture Minimum 10' wide Type"A" buffer per LDC Section 4.06.02.C.1. Adjacent to Roadway Along Minimum 25' wide Type "D" Buffer per LDC Section 4.06.02.C.4. SRA Western Boundary Table 1: Village Perimeter Buffer Requirements lAt 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 in width 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. MAXIMUM ALLOWABLE DENSITY AND INTENSITY The maximum total number of dwelling units in the Village shall not exceed 2,500 dwelling units. The minimum number of multi-family dwelling units shall be 250 dwelling units. Multi-family dwelling units may be located within both the Village Center and the Neighborhood General Context Zones. All multi- family dwelling units shall be located within '/2 mile of the Village Center, and a minimum of 125 multi- family dwelling units shall be developed north of Oil Well Road and a minimum of 125 multi-family units shall be developed south of Oil Well Road. The minimum required amount of neighborhood commercial development within the Village Center is 62,500 square feet and the maximum shall not exceed 100,000 Rivergrass Village SRA Document [SRA-PL20190000044] (02-04-2020) Page 4 of 15 square feet. A minimum of 25,000 square feet of civic, governmental and institutional uses is required. Accessory dwelling units will be limited to guesthouses per LDC Sections 5.03.03.A, B and C." V. CONTEXT ZONES The village contains two distinct Context Zones: Neighborhood General and Village Center. 5.1 Neighborhood General Context Zone The Neighborhood General Context Zone includes approximately 976.60±acres of land,including one 156.53 acre 18-hole golf course located on the portion of the Village south of Oil Well Road. 5.1.1 Allowable Uses and Structures 5.1.1. A. Permitted Uses and Structures': 1) Single-Family dwelling units. 2) Multi-family dwelling units located within 1/2 mile of the Village Center. 3) Senior/Group Housing, including but not limited to Adult Living Facilities (ALF) and Continuing Care Retirement Communities (CCRC), subject to Florida statutes and the applicable provisions of LDC Section 5.05.04 - Group Housing, limited to a maximum of 300 units in total in this SRA. 4) One 18-hole Golf Course 5) Utility pump/tank station for water/sewer, subject to the applicable standards set forth in Section 5.05.12 of the LDC. 6) Clubhouses and amenity centers for residents and guests, as depicted on the Master Plan. 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 accordance with LDC Section 5.04.00, and as provided for in this SRA Document. 3) 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. 4) Passive parks, limited to landscaped or natural areas and may include hardscape pathways or seating areas, benches, shade structures such as gazebos or pavilions, docks or piers. 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. Rivergrass Village SRA Document [SRA-PL20190000044] (02-04-2020) Page 5 of 15 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 AND SINGLE AMENITY CENTERS PER DEVELOPMENT SINGLE FAMILY ZERO LOT LINE ALF,CCRC& S.1.lA(6)andB3); D STANDARDS NEIGHBORHOOD ORRHOHO OD FAMILY ATTACHED &TOWNHOME4 OTHER RECREATION AREAS PER DETACHED &TWO- MULTI-FAMILY' 5.1.1A. and 5.1.1.B. 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 1,200 S.F./ 1,200 S.F./UNIT 700 S.F./UNIT' N/A AREA UNIT FLOOR AREA N/A N/A N/A 0.45(only applies to N/A RATIO ALF/CCRC) MIN.FRONT 20' 20' 20' 20' 12' YARD' MIN.SIDE YARD' 5' 0 OR 5' 0 or 5' 10' 10' MIN.REAR 10' 10' 10' 20' 10' YARD6 MIN.LAKE 20' 20' 20' 20' 20' SETBACK' MIN.DISTANCE 15'OR'/:SUM of BH BETWEEN 10' 10' 10' for Structures 10' STRUCTURES Exceeding 35'BH MAX.BUILDING 42' 42' 42' 3.5 Stories NTE 50' 3.5 Stories NTE 50' HEIGHT-ZONED MAX.BUILDING HEIGHT- 50' 50' 50' 62' 62' ACTUAL ACCESSORY STRUCTURES MIN.FRONT SPS SPS SPS SPS SPS YARD MIN.SIDE YARD SPS SPS SPS SPS 10' MIN.REAR 5' S' S' S' S' YARD6 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. Front yards shall be measured as follows: — Setback is measured from the back of curb(if curbed)or edge of pavement(if not curbed). — 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. 2. 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. 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. Zero Lot Line and Townhome Development means 3 or more attached units,typically one or 2 stories in height. 5. Other Multi-family means 3 or more units other than Zero Lot Line or Townhome Development,typically more than 2 stories in height. 6. Rear Setback for lots abutting Golf Course is 0'for both Principal and Accessory Structures. 7. The minimum floor area is not applicable to ALF or CCRC units. Rivergrass Village SRA Document [SRA-PL20190000044] (02-04-2020) Page 6 of 15 5.1.2.B. Required Development Standards for Utility Sites and Structures: The required Development Standards for Utility Sites and Structures shall be as required by LDC Section 5.05.12, as applicable. 5.2 Village Center Context Zone The Village Center Context Zone includes 20.93±acres of land. 5.2.1. Allowable Uses and Structures The Village Center is mixed use in nature, allowing multi-family development, and neighborhood- scale commercial and office uses, and civic, governmental, and institutional uses. A minimum of 62,500 square feet and maximum of 100,000 square feet of neighborhood-scale commercial and office uses shall be provided. At a minimum, 8 retail or office establishments providing neighborhood-scale commercial and office uses shall be provided. A minimum of 25,000 square feet of civic, governmental and institutional 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). Rivergrass Village SRA Document [SRA-PL20190000044] (02-04-2020) Page 7 of 15 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 and limited to a maximum of 300 units in total in this SRA. 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) Customary accessory uses to residential multi-family development subject to the applicable development standards set forth in Paragraph 5.1.2.A, Table 1, including but not limited to pools, tennis courts, bocci ball courts, and other similar recreational facilities 1 facilities. 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. Rivergrass Village SRA Document [SRA-PL20190000044] (02-04-2020) Page 8 of 15 5.2.2. Village Center Development and Design Standards 5.2.2.A. Required Minimum Yards (Setbacks) and Maximum Building Heights: ALF,CCRC& MULTI- NON-RESIDENTIAL AND DEVELOPMENT STANDARDS FAMILY ONLY BUILDINGS MIXED USE 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 OILWELL AND 20' 20' ENTRANCE ROAD' FRONT YARDS2 12' 12' MINIMUM SETBACK FROM A RESIDENTIAL 0' 20' TRACT MINIMUM SETBACK FROM A 15' S' NONRESIDENTIAL TRACT MIN.LAKE SETBACK3 20' 20' MIN.PRESERVE SETBACK 25' 25' MIN.DISTANCE BETWEEN STRUCTURES 15 Feet or 1/2 Sum of BH, 15 Feet or 1/2 Sum of BH,whichever whichever is greater is greater MAX.BUILDING HEIGHT-ZONED 4 Stories NTE 50' 4 Stories NTE 50' MAX.BUILDING HEIGHT-ACTUAL 60' 60' MAX FAR(APPLIES ONLY TO ALF/CCRC/) 0.45 N/A 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 SETBACK3 20' 20' MIN. PRESERVE SETBACK 10' 10' MIN.DISTANCE BETWEEN STRUCTURES 10' 10' MAX.HEIGHT-ZONED&ACTUAL 35' 35' Table 2: Village Center-Required Minimum Yards Maximum Building Height Footnotes: 1. Tracts abutting the minimum required 25'wide landscape buffer(located in a separate platted tract adjacent to Oil Well Road)shall provide a front yard setback, measured from the abutting landscape buffer tract. Tracts abutting the project entrance road shall provide a front yard setback measured from the 10 foot landscape buffer tract adjacent to the entry road. 2. Except as described in footnote 1 above,front yards for parcels abutting a street or internal driveway shall be measured from the back of curb(if curbed)or edge of pavement(if not curbed).This excludes public roads. 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 or CCRC units. S.P.S.=same as for principal structure;NTE=not to exceed;S.F.=square feet;BH=building height;N/A=not applicable Rivergrass Village SRA Document [SRA-PL20190000044] (02-04-2020) Page 9 of 15 VI. EXCAVATIONS The following criteria shall apply to excavations within the Rivergrass SRA: (1) All excavation permit applications within the Rivergrass SRA and related Stewardship Sending Areas(SSAs)shall be reviewed as Development Excavation Permit applications. Within the boundary of the Rivergrass SRA and related SSA(s), fill material may be hauled from one construction site to another. Crossing County roadways from one area within the Rivergrass SRA or related SSA to another area within the SRA or SSA shall be acceptable under the Development Excavation Permit. (2) 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, as defined in the LDC, and 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, as defined in the LDC, and 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 Golf Club and Amenity Center sites and related uses to be a maximum of 30,000 square feet each. 2) A Deviation from LDC Section 4.08.07.J.2.d.iii.e)ii),which states that in the case of"Multi- Family residential," "side yard setbacks shall be a minimum of 10 feet and rear yard setbacks shall be a minimum of 20 feet for the primary structure..." to instead allow for a side yard setback of 0 or 5 feet and a rear yard setback of 10 feet for zero lot line and townhome development, as set forth in Table 1: Neighborhood General - Required Minimum Yards and Maximum Building Height. 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 Rivergrass Village SRA Document [SRA-PL20190000044](02-04-2020) Page 10 of 15 acres, when located within one-half(1/2) mile of the Village Center Boundary and limited to sites 25 acres or less. 7.3 Transportation Standards 1) A deviation from LDC Section: 6.06.01.J,"Street System Requirements,"which states that "Cul-de-sacs in excess of 1,000 feet shall not be permitted unless existing topographical conditions or other natural features preclude a street layout to avoid longer cul-de-sacs,"to instead allow the maximum permanent cul-de-sac length to be 1,200 feet as measured along the center line of the right-of-way from the intersecting right-of-way center line to the end of the cul-de-sac right-of-way. 2) A deviation from LDC Section 4.08.07.J.1.b. "Figure(s) 5, 6, and 7, Local Street Neighborhood General" for cross-sections requiring 5-foot-wide sidewalks on both sides of a local street,to instead allow for a 10-foot-wide sidewalk or multi-use pathway on only one side of such street only where residential development is located on only one side of the street. 3) A deviation from LDC Section 4.08.07.J.1.b(6), "Figures 5, 6, and 7, Local Street Neighborhood General,"which requires a 6-foot-wide planting area between the travel lane and the sidewalk, to instead allow for a 5-foot-wide planting area in the same location for local roads within the project in Neighborhood General. In such cases, either a root barrier or structural soil shall be utilized. If the option of structural soil is utilized, a minimum of 2 c.f. of structural soil per square feet of mature tree crown projection shall be provided. 4) A deviation from LDC Section 4.08.07.J.3.d.ii.q), which requires that the amount of required parking in the Village Center "be demonstrated through a shared parking analysis submitted with an SRA designation application..." and be "determined utilizing the modal splits and parking demands for various uses recognized by ITE,ULI or other sources or studies..." to instead allow the parking demand analysis to be submitted at the time of initial Site Development Plan(SDP) or, at the discretion of the County Manager or designee, at the time of a subsequent SDP or SDP Amendment, in order to allow for a more comprehensive parking demand analysis based upon the mix of uses at the time of the initial SDP or subsequent SDP or SDP Amendment. 7.4 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. 2) A deviation from LDC Section 5.06.02.B.6, "On-premises signs within residential districts,"which allows"two ground signs with a maximum height of 8 feet at each entrance to a multi-family or single-family development,"to instead allow a maximum height of 12 feet for such signs, limited to the two primary project entrances from Oil Well Road (not including access points to the Village Center Tract). Rivergrass Village SRA Document [SRA-PL20190000044] (02-04-2020) Page 11 of 15 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 Golf Club and Amenity Center sites to be calculated at 1 space per 200 square feet of indoor square footage, excluding kitchen or storage space. 2) A deviation from LDC Section 3.05.10.A.2. — "Location Criteria," which requires that "LSPA [littoral shelf planting areas] shall be concentrated in one location of the lake(s), preferably adjacent to a preserve area," to instead allow for required littoral shelf planting areas to be aggregated in certain specific development lakes, including the development lake and WRA system that runs along the eastern perimeter of the SRA. 3) A deviation from LDC Section 5.03.02.D.1, "Fences and Walls, Commercial or Industrial Zoning Districts," which states that fences or walls in commercial or industrial areas are limited to a maximum height of 8 feet,to instead allow a maximum height of 10 feet. 4) A Deviation from LDC Section 4.03.08.C, "Potable Water System," which states "separate potable water and reuse waterlines...shall be provided...by the applicant at no cost to Collier County for all subdivisions and developments" and "Reuse water lines, pumps, and other appurtenances will not be maintained by Collier County," to instead allow for such facilities and/or appurtenances to be conveyed to and maintained by Collier County. VIII. DEVELOPER/OWNER COMMITMENTS 8.1. Planning A. One entity (hereinafter the Managing Entity) shall be responsible for monitoring of the SRA,as may be required by Collier County,and until no longer required by Collier County. The monitoring and report shall follow the same procedures and requirements set forth in LDC Section 10.02.02.F, PUD Monitoring Report requirements. This entity shall also be responsible for satisfying all commitments set forth in the SRA Document and the Landowner Agreement dated January 28, 2020, between the County, the owners and the Managing Entity. 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 Rivergrass Village SRA Document [SRA-PL20190000044](02-04-2020) Page 12 of 15 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 and the Landowner Agreement 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 and the Developer Agreement 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 Landowner 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. B. Prior to issuance of the first SDP and/or PPL, a Listed Species Management Plan shall be provided to staff for review,with approval from FWCC and/or USFWS for management of the Florida Panther, and all other listed species as may be applicable. 8.3. Transportation A. Intensity of uses under any development scenario for the SRA is limited to a maximum of 1,978 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. Commercial square footage exceeding 80,000 square feet up to the maximum allowed 100,000 square feet shall not be included in the maximum two-way, unadjusted, average weekday pm peak hour total trip calculation. Rivergrass Village SRA Document [SRA-PL20190000044](02-04-2020) Page 13 of 15 B. The Owner shall convey to Collier County, at no cost to Collier County, an easement in a form acceptable to Collier County to accommodate a transit stop and shelter within the SRA at a location agreed to by the Collier County Public Transit Division Director. As part of the site improvements authorized by the initial Site Development Plan within the SRA,the Owner shall, at its sole expense, convey the easement and 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 1,750 dwelling units will be issued certificates of occupancy until a minimum of 30,000 sq. ft. of the neighborhood retail and office uses have been developed and issued certificate(s) of occupancy. 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 playground shall be located in the Amenity Center Tract depicted on the SRA Master Plan. 8.5 Other A. Street trees will be provided throughout the Village in locations required by LDC Section 4.08.07. Such street trees shall be spaced forty feet (40') on center and 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. The Owner shall establish a down payment assistance fund (Fund) to be administered by the Community Foundation of Collier County, in the amount of $500,000. The Fund is intended to provide down payment assistance to qualified Essential Service Personnel (ESP) purchasers of dwelling units within Rivergrass Village SRA. The Fund shall be established within 30 days of the issuance of the first Certificate of Occupancy (C.O.) issued for a residential dwelling unit. ESP purchasers shall include natural persons or families, at least one of whom is employed as police or fire personnel, a child care worker, a teacher or other education personnel,health care personnel, a public employee,a service worker, or is a veteran or an active duty military. Rivergrass Village SRA Document [SRA-PL20190000044] (02-04-2020) Page 14 of 15 Rivergrass Village SRA Document [SRA-PL20190000044] (02-04-2020) Page 15 of 15 AREA ADDED TOPROJECT DUE - RIVERGRASS VILLAGE SRA LAND USE SUMMARY _ TO THE BIG CYPRESS PARKWAY SYMBOL DESCRIPTION I ACRES R.O.W.EXPANSION REQUESTED NEIGHBORHOOD GENERAL CONTEXT ZONE BY COUNTY STAFF • NEIGHBORHOOD GENERAL INCLUDES 158.53 Ac. 538.04 7% GOLF COURSE /.11) ROAD R.O.W. 105.06 - --- Aveue- / GOLF CLUB SITE&AMENITYCENTER 23.51 LAKES(Includes Aqua Rang a 14.83 Ac) 230.54 LAKE M.E.&OPEN SPACE 85.88 PANTHER FENCE I ...._. I ......_I:- PERIMETER BUFFERS 13.57 ZONING NEIGHBORH000 GENERA.CONTEXTZONE TOTAL � A-MHO-RLSAO VILLAGE CENTER CONTEXT ZONE 976.60 I I ` VILLAGE CENTER I 20.93 „A„,E i 1 1. SRA BOUNDARY TOTAL 997.53 ---- -n �� r (DENOTES CURRENT ANO FUTURE COUNTV POTENTIAL FUTURE - I ROAD RIGHT-OF-WAY NOT IN SRA. INTERCONNECTION I ZONING WRA LAND USE SUMMARY ESTATES I DESCRIPTION ACRES LAKE TRACTS(Includes L.M.E.) 124.38 --'-'--'-'-'-'-----i _ WRA AREA TOTAL 124.38 I. NOTE: ZONING IIII WRA LAND USE IS WITHIN SSA AND IS NOT INCLUDED IN THE SRA BOUNDARY. A-MHO-RLSAO THE WRA AREA IS NOT INCLUDED IN THE OPEN SPACE CALCULATIONS. I OPEN SPACE CALCULATIONS OPEN SPACE OPEN I : LAND USE ACRES PERCENTAGE SPACE _ t SRA BOUNDARY ACRES I (r LAKES 230.54 100.00% 230.54 LAKE MAINTENANCE I EASEMENT(L.M.E.)& 25' BUFFER , I - ___- - OPEN SPACE 65.88 100.00% 65.88 TYPE(D) �" - PERIMETER BUFFERS 13.57 100.00%, 13.57 I� ZONING NEIGHBORHOOD I - A-MHO-RLSAO GENERAL 381.51 20.00% 76.90 I ROAD R.O.W. 105.06 15.00% 15.76 GOLF COURSE 156.53 100.00% 156.53 ! �iiii4GOLFAMENITCLUB Y CENTER .. AMENITY CENTER 23.51 30.00% 7.05 7 .P VILLATER TOTAL OPE EN 20.93 30.00% 6.28 TOTAL OPEN SPACFi I , PROVIDED _ • 571.91 MINIMUM REQUIRED C PEN SPACE.35%.(349.14 Ac,l DENOTES 25'PERIMETER I ) PROVIDED OPEN SPA,SE=57.33% BUFFER WITHIN UTILITY SITE ,� ( - --i .2 ..._ .. ..-----• POTENTIAL FUTURE�.i INTERCONNECTION .I j • ACCESS FOR UTIITYSITE-1 r m • r _100'R.O.W.DONATION PURPOSES ONLY \ t-. OR 4514,PG542 25'BUFFER I un `A TYPE(D) - "` -- - --_-________- • OIL WELL RO. M.... EXIST.OIL WELL ------1vfu.ICP ; ROAD R.O.W. 25'BUFFER CPNITR TYPED) FUTURE i11”- -' , M INTERCONNECTION ANA Ave NF ------ w0 ZONING - - - srt ----,// A-MHO-RLSAO 25'BUFFER i // ..'- -%� TYPED) • I .ler,�u -__-__� . f LEGEND ZONING g TRAFFIC SIGNAL ESTATES r a SRA BOUNDARY 27„eve x- ---------1 ---s �) __(�J ZONING A-MHO-RLSAO Exhibit A SP/�P L p POTENTIAL FUTURE i IA.. 1 eL�-A`T INTERCONNECTION :,i_ 1 90�OBIri __-41, - l sel I DISCLAIMER: PANTHER THE MASTER PLAN IS CONCEPTUAL INTERNAL ROAD FENCE AUONMENTS,GOLF COURSE ROUTING,LAKE SITING AND CONFIGURATION OF DEVELOPMENT AREAS ARE II SUBJECT TO MODIFICATION WITHIN THE RLSA 0 25o Soo GUIDEIJNES AT TIME OF FINAL DEVELOPMENT ORDE, °'"'...- 110.01u. COLLIER ENTERPRISES MANAGEMENT,INC. " BelAM W.V.N.a-m,e<v AGNOLI ...,. c...,.o w.v.T.k RIVERGRASS VILLAGE "'i"0 ACID 1110i9RA1° BARBER& eree ,.....« "^Deve.'eee err � ___-_0 m woi.su.Di-,mr7,n2 BRUNDAGE,INC. SRA SUBMITTAL PLANS ITE--="r.:=0 w PmOaa nai i q ,,Me, n,5amvinn N I.nJa..pe ArtLilrc a�„�A°�„�' �,� nni EXNIBIT(A) r S.A. AL up..NM a '°""'"' u" PAM M.O. 0. MASTER PLAN COLOR Fr4w 12107 '''0i PLOT's RIVERGRASS VILLAGE SRA LAND USE SUMMARY SYMBOL DESCRIPTION I ACRES NEIGHBORHOOD GENERAL CONTEXT ZONE >4r r; 1 /i/i/i ri Q/i` NEIGHBORHOOD GENERAL INCLUDES 158.53 AG. J \w�-. } �1111 538.00 \'�G<\G���`` 1 GOLF COURSE �i:;,:/,./-,. �"�`-���i,` `` ROAD R.O.W. 105.06 ANN AN NC •° �i\�G v 0/ NI+* NA 0, E: GOLF CLUB SITE&AMENITY CENTER 23.51 - - ----- - '•w•`�"r J/i�� -177" �a :I::::;:::: LAKES(Includes Aqua Range 14.83Ac.) 230.54 Ij.V!\�'!�"�•/'��' \�':' '"1 ) LAKE M.E.&OPEN SPACE 65.88 1\/ ,�/4.ii ��\v'/\p JUS'./0111, • � ° Ill���lZ PANTHER FENCE- I � \j� '�`'''' i;`' i PERIMETER BUFFERS 13.57 ^:,oi\yy kss, 4.i\iii O,i �� ✓,,��O�O,!J- ZONING NEIGHBORHOOD GENERAL CONTEXT ZONE TOTAL 976.60 ��.�\rr.;,,,,,�I`� I A-MHO RLSAO VILLAGE CENTER CONTEXT ZONE I �/i'%�I'"""'5..____""" 4`. illiIIillilliIIiI VILLAGE CENTER I 20.93 t•'►II .;oi,` • �`�\�s's• \,� SRA BOUNDARY TOTAL 997.53 - - ---POTENTIALNFUTURE `�rl::' VR/, ‘ .Z‘4 i)>/) i\`G, INTERCONNECTION I ii/,•�!' 0. `'/`.,�% ''%%%`\%'J'• �� WRA LAND USE SUMMARY ZONING i �`%>`i'""^���\��!\��\\ ' >41....l•Oi i••:>� 11 SYMBOL DESCRIPTION ACRES ESTATES .ol•�'lJS\'o,l\ it Illlijoitil �ETRACTS(Includes l.M.E.) _ 124.38 .r `\;."""moi,\ • Y --- -1 Iy..."*.•,•::,:"."."'l•••`l WRA AREA TOTAL 124.38 IJP\: V,: ,A Ji �j./r\_�\''"m.1,$ P. NOTE: ZONING I '�• WRA LAND USE IS WITHIN SSA AND IS NOT INCLUDED IN THE SRA BOUNDARY. 1 10 tG BOG\\i THE WRA IS NOT INCLUDED IN THE OPEN SPACE CALCULATIONS. A-MHO-RLSAO I „'/.,\•r J�,J I,;'a>y^.'J;':�'� OPEN SPACE CALCULATIONSi�Ji ITii::'`�'i��yl OPEN SPACE• OPEN 86r71110; 6�9��. 'd!r\ �y I LAND USE ACRES PERCENTAGE SPACE fG:Ji``G i1J','.'wwl``ii. \% ` ACRES Iii�r`r/G`;l+'i'` •``i' LAKES 230.54 100.00% 230.54 i`Vii``=".:.'OIT `il SRA BOUNDARY ' J,;•'- �j4: LAKE MAINTENANCE , 4\ri ori\ri\O\ irl ryjt1�� 1 ji t EASEMENT L I E� } }ll ( NINE. 8 25' BUFFER i \� ,:21 J-/, i`� + . 7 '�� OPEN SPACE_._ 65.88 100.00% 65.88 TYPE(D) I. .,�\ ..-'--y, ��`,,\,o �;\\rJJJy j PERIMETER BUFFERS 13.57 100.00% 13.57 '`� `�\ i�/? "rs,:$ �iG/i/i/i� `�iZONINGNEIGHBORHOOD �'S-7 .�. GENERAL 381.61 20.00% 76.30 r aGy,�4J y,JJ �l�" :�J�`o\�\00:4,' A-MHO-RLSAO ROAD RO.W. 105.06 15.00% 15.76 r 4;;;•,',. .).,�G�G\•Si ,• GOLF COURSE 156.53 100.00% 166.63 ,, / `\ii G > 'ri G� '.G. Z"w. I GOLF CLUB SITE& \ �\/�r\�;✓r\\4``iri t `` pJi ?�/,`�i�l,,,�� AMENITY CENTER 23.51 30.00% 7.05 : 1•.V.2.4 es\\\ ,\,,„/,j\G ,,, \ ;�y'4 ' VILLAGE CENTER 20.93 30.00% 6.28 \\'\\/ \'.;,.:O//:/ �J!r�-04i.��\r/\Z;!/"r.yam,' TOTAL OPEN SPACE ;/,r\GJG\�G\�/i/ /\\G/.\�/i/...o �r! PROVIDED 571.91 pri,k4�rt4 \�'i.w.!;G`.�J\4J���/i,' �� A,�: MINIMUM REQUIRED OPEN SPACE=35%.1749.14 Ac.) DENOTES 25'PERIMETER I Isr`•A`,e,2•I?\i<Ii. '.IE'�``'!`\4-``%\\�s.�/ii" �' �� PROVIDED OPEN SPACE=57.73% BUFFER WITHIN UTILITY SITE , ii O,�\\i, `y w.`?�`r../;\.//``,44,.J" � �;1 U ,,\\GL.'xw`�r,\VSA ^, 3 �y,(.({ ``(sj )( �\i \\v\�G�:!/� %\ ��1: \J'\�' 7 All l ,*{'{41{'5{l t 11111 l • POTENTIAL FUTURE ' 'J..•1J"�V24;•/...).'\!' '\\'!''' - e1 INTERCONNECTION~�I GR/1`\''\\Gw...r\•r0'/\GOG� :„.\!O�i. �,1r., Lww.wr�����'Q��O'J'J4\'\,,\TyJ'J'/`''"\/.0; .t.< v\i *Iwwiw�/J J J k. 5k2'-w.e.e.. ,,,,.. -' „JpJ,r 3,*�\�\ �,Op\i,\�, ",\\;,,\, , ACCESS FOR UTIITY SITE----i ' '•A G\G \/� :' \GG /ir ri`/i N. /.w r. / _100'R.O.W.DONATION PURPOSES ONLY ;$54J /lJ ��G\�k��'Ii .www r`% I`/l`\'r re. Oilh,,,S N �4 >` 4`r\.\\i/\...".'."...I',\G ,y ,�.,...ow..,....,_'/�A'1""•4;4''� I•' i�'•..,.i� s.• L t.. OR 4514,PG542 25'BUFFER .r\5..\.GJ \ �\'/�\�'/Q\'J�`' \'T`/J/�`G.�w.I�/r\•. ,,,,J'4"' KA_ 1111s,s11) _ cv"&f.4..'./i/'''''"'''' r4'.---;-_,..............____r. __.._._ .y4„A..QT/i. r.4 :,/� 7 • L'. TYPE(D) ---� __ _ -_ L -__ _- _..1__. ._____ __-__-__-_____-__ __ __ __ __-__-__-_____-__-. ____OIL WELL RD.__- ._-__-__ 7 r I I I I i I ?i\\l '�/q- \� •:q-- fag 0:.: PYi7i7i, ., ,..,.. �. __- ]O-" --- I:AI: I I I i ', fJ/pl. •,4i,,,,•4 G�' o <� :`�i:g ';�•i�\i:`i`iY2`i``i:.i:o:�R. 100'EXIST.OIL WELL -------, I: iI IjII':II:I G` %��%\'''.w I! / ICJ Z ,vw�% /J%G�� wirr: ::.:<:,j.j;:;..`,r W. ROAD R.O.W. �'`�✓/:�"\G%\\V=1:%.."irJ ,w. J O\O:-I.G 2r.G.. J .•....Ji\J ;. _ 25'BUFFER IIII1I� �, I i1 q\�'i/\�,\�/ '`r<, I�.'Gj- 1..."4'" �G'''�-- AAAA ':!�!.�;\,<y<�•�<\�:S':4r ,\\G` "- TYPE(D) ! HILI 1I 1i11'11111 I ��• J rer:i.•::4%ii, `�I .`�/\�,\�ii\�i\�Ga i\y'..,. y - i. r\�'!\�'.;;;;.--= •:JG` \T�/i��r/.J.�\%J, FUTURE '�r..... A.\• ::.• ••:'::'.':'\�J'\�/O...ww...'::•:•.• f,c,..• /i\\, INTERCONNECTION 0 (J'!J/!J'!J'!J'!J� ��/..`I�/� AT,•E.t•:: A'.•.• ''!\y\ .::.:7.74.'...;.:\ 4 J�J'�\''J'�J c\,i ' ` y -:-'r:•:}ri?`moi,5s . ` •..,;.�;'<'...;,,,,•::::::::"'"=.;:::.:::y: ,,i\`;•,,,:::':;::,;\:.'• S,.A+.N. ------ n\i i\� ........i\�r\�� •'i:A ':a iaii .•`,/J\0.:. r. ZONING --- __� G!. ..�,....Aim. �i�.;w. AAAA. '.'r 112 >\G:Z.': r.::::•.•:.•.•.• yr `rx •i3��3ill i ..iii .;AAAA.. .. ..X. ,1:::'• •.,f. A-MHO-RLSAO �G?I:'�.; :;:;;•••':'� G°� ,,,..::::::::::::::11:4. :�:�:':�3H>:e'AAAA. �::..GJ.`G`,::;:;:=.:::.:•:`,.`,'•.•. _ .'AAAA. ...:N./� p.,.,..y,,,y,•.•AAAA:.::..,J.4 :.' ' 25'BUFFER � v....•.•.• .•.•,o.:J,� .ww:ww'•.?•:•��83:::3• J\�J,AAAA.:.ro'.. ������ TYPED) \��J;}}:;:;:;{a.;.•�,�'J/9 AAAA.. Jai Or::•;{rr{:.7i: ::: I 04.A.:•:•:•:•:-:•:•:•:- �G��:._ rww�a.w..,,.!... .;..:.;•.., .;:0�`,,`••• 4.•/..:.;•:.•'.. %G 9J.;.;::.:w i�`G`GlY .1r77-::.:::.:.;: „P .w' wv .}•.,\�/i�\J4�piJp:.;:{.+•w.n•'•'; :.•:.•:•.• «.. ,i ZONING •i r. }"•'•'•'•'•'•:•:•�+ ->`� /i��ii � /i� .• :•:'w,ili :`i ESTATES !'''}•, ........wr `ii:ii . i OiJ•:4..........:.:.............5/ i.;.;.};.;.;•::•:• fir,. ,v 7/77#4\moi'i -..w..w.w-r,1' Si `\ :•.i..:-:':•:::::.. r•'rv/' //,//�iJ��iOG�/i i`�p�TG``�/w :• Iy� �j :::.;•}:':';': •.`C�:%.``i;,_r_,,--- wwJ-�-,q..., SRA BOUNDARY In li If iy,Oi'ww AAA...n\�w , :!i.'"e,'\�,�\i,:� .•.•r•. ,Dili , ZONING I.!\„,\,,,,.X\`/�/y V. .) A-MHO-RLSAO 1____--1.. 4 r ,w / POTENTIAL FUTURE 1 `GIS 1 Cc' INTERCONNECTION'S , 4rage 7S' �`` ^-I�� j*( DISCLAIMER: PANTHER 5 1fif 07HE MASTER PLAN IS CONCEPTUAL INTERNAL ROAD FENCE ALIGNMENTS,GOLF COURSE ROUTING,LAKE SITING AND CONFIGURATION of DEVELOPMENT AREAS ARE Z� , SUBJECT TO MODIFICATION WITHIN THE RLSA 0 250 500 OUIDEUNES AT TIME OF FINAL DEVELOPMENT ORDER. _ Aur., ..' COLLIER ENTERPRISES MANAGEMENT,INC. . . .<A.. ,..,",...,-00. AGNOLI •- RIVERGRASS VILLAGE DAM ° ACAAI"m 4107121A10 MANN BARBER A _ ` �. _ ss* DAM a aNu 1 me B ""C SRA SUBMITTAL PLANS °"q0� r 'r^`0"' RUNDAGF.,INC. ° NW/52AM AMMO r.e&.. .AI e...n,rb,,,.,..s„. n i.,.l.up•AnLitrru o.,.-,. ..-°r., AAAA.., ,,C EXHIBIT (A) ATLAN..:._._ .-....•...«-..-,.="Nt.,.�.... '".�"' .0. UR Nn. .. MASTER PLAN BLACK d WHITE O,C.N 12107177 `2 .5 ‘2'-'-'8111 i-Yl1Ml"" NOTES: 1. COLLECTOR AND ENTRY ROADS SHALL INCLUDE 4' WIDE BIKE LANES ON EACH SIDE. '0 ,_ �( 2. ALL ROAD RIGHT-OF-WAYS SHALL BE 50'MIN.L1 -_--NE so' > I) UNLESS OTHERWISE NOTED. \ j PANTHER FENCE 3. PROJECT SIDEWALKS WILL CONNECT TO FUTURE sa' ZONING PEDESTRIAN FACILITIES INSTALLED DURING OIL pA-MHO-RLSAO WELL ROAD EXPANSION. - ' I — — — 4. AT THE DEVELOPER'S DISCRETION,A 10-FOOT WIDE b,.NC � ►� - PATHWAY MAY BE LOCATED WITHIN REQUIRED POTENTIAL FUTURE INTERCONNECTION c J (.% PERIMETER LANDSCAPE BUFFERS 25'OR GREATER 1 ZONING IN WIDTH,PROVIDED THE REQUIRED PLANTINGS ESTATES 1 ARE LOCATED BETWEEN THE PROPERTY LINE AND —. /' THE PATHWAY,HOWEVER,IN SUCH CASES,THE l' BUFFER WIDTH SHALL BE INCREASED IN WIDTH BY ZONING I 5 FEET ABOVE THE MINIMUM REQUIRED WIDTH. A A-MHO-RLSAO - ' 10-FOOT WIDE PATHWAY MAY ALSO BE LOCATED 1' WITHIN PERIMETER BUFFERS THAT ARE LESS THAN I it �) 25'IN WIDTH, HOWEVER,IN SUCH CASES,THE __ .—") BUFFER WIDTH SHALL BE INCREASED IN WIDTH BY 10 FEET ABOVE THE MINIMUM REQUIRED WIDTH. I ( - —amu;"—= : 25' BUFFER ` • TYPE(D) - I �\ ZONING 00111,1\�: 60' f 7 ' \•, 1 A-MHO-RLSAO ' F--- ' D .., N 1 I\ I I {PPII , �> LABELS REFER TO RIGHT-OF-WAY WIDTHS FOR ENTRY AND COLLECTOR NN ROADS,ALL OTHERS ARE 50'MINA DENOTES 26'PERIMETER i /r\ BUFFER WITHIN UTILITY SITE I I (� / _ 1 ^J , so' so' v' ACCESS FOR UTIITY SITE----1 at \ " — f., '• I 100'R.O.W.DONATION PURPOSES ONLY I �' I �__ OR 4514,PG542 TYPED \ �-150' l' ) 25'BUFFER � --=` -- - � R�_`----- =� -- ( ) -_-100 WELL RD 7Am �_ -- ----- - - —100' -------- '-- - --------- _ �� 100'EXIST.OIL WELL ROAD R.O.W. 25'BUFFER t TYPE(D) ' II/ itt_..., 70' FUTURE (' TO' 1 .1HP.INTERCONNECTION 3.Ave NE /� ZONING 7 1 i , A-MHO-RLSAO 25'BUFFER TYPE(D) SIDEWALKS(TYPICAL) 414. �� ' THROUGHOUT DEVELOPMENT ZONING i'— _ _ LEGEND ESTATES 50 ),73-3/ I / SIDEWALKS i I _ —— o /// -- IK I\ ZONING \\ / I �;; A-MHO-RLSAO I ' l�ti Page I/�J of c? POTENTIAL FUTURE I /( +.�+� INTERCONNECTION, -- j I — I _ © ,m 1 IDISCLAIMER: THE MASTER PLAN I ! IS CONCEPTUAL INTERNAL ROAD PANTHER /1 ALIGNMENTS,GOLF COURSE ROUTING,LAKE SITING AND��:!' AND CONFIGURATION OF DEVELOPMENT AREAS ARE FENCE SUBJECT TO MODIFICATION WITHIN THE RLSA ® , GUIDELINES AT TIME OF FINAL DEVELOPMENT ORDER. 0 u0 *00 ACNOLI —---- �;-�';,� „�.ew.",.. - i t" COLLIER ENTERPRISES MANAGEMENT,INC. - .e<'. Kacc 1, mis BARBER& w-..,c...,--. — RIA SUBMITTALRGRASS VILLAGE M01 .,"t"...•• wy� 7 B ,tee,.s.- RUNDAGE,INC. SRA PLANS c,¢ 0*53—VOL NALL V, C.1:00 BY;PmewIA rml.. ,.I tndM n,PL,o,".s,."„a„Y L.'313,r.nRhu.n• „an ww. r.�. --... n.l. EXHIBIT(A) >,no 4*151*o.u.V,___ a.....,..._.....,.,.,,,.,.,..,.,"...,. ,” .w PAN KN.. .. SRA MOBILITY PLAN „r w 12107 D1r'7' v 1 7.6.2 'ti —--— [ 7 4 . __ ,. . ..... -__ ZONING A-MHO-RLSAO 1 ( WI"1LJ km NE i .2 A LEGEND POTENTIAL FUTURE : i - -• INTERCONNECTION I ` • ®DENOTES DEVIATION NUMBER LOCATION. ZONING SEE SHEET 5 OF 5 FOR DESCRIPTIONS. ESTATES ZONING I ' A-MHO-RLSAO i II SRA BOUNDARY I I .I1 I ` ZONING 9 rL3* A-MHO-RLSAO 4 11 '..-.\. I ';,i!!!!! 0, ' '' OMNI i 1LP" * t `y�y�'�� POTENTIAL FUTURE��i II\ " ��... rL --_.( _n_____Ii.rte INTERCONNECTION I�) - I ! . tc . .,, , _ . PAM , - 1 , Eo:. ria]u� '1,27 im' wrr =_____—____.-._—._. __—.____--__ —__ ___ ___________—__—__—_.-OIL WELL RD.___33M A..I.. — —_ I ( 9d.2 .2 Altil. NI ! 1 r 1.6.2 ) �r _� 's'3 rLM I0::::.--;,., �1 p.� I OM FUTURE ill ' INTERCONNECTION 2tu Ars 12 i - ; ZONING r� 6 1 gm A-MHO-RLSAO f ✓....r`f....rL 1MJ rxa : :.1IITh ;2/ r�xa ZONING I tL�M1 rL �; 7 3 2 Min ESTATES I 6 2 1 7.6.2 _ ir,,, d I I I SRA BOUNDARY MN nm A.,ex 1.— _ --_ I .6.2 = wT-'^- ... '11 ."-->"... ZONING A-MHO-RLSAO POTENTIAL FUTURE ! MIN Page 01 INTERCONNECTION, rL:>fa i i num el _ DISCLAIMER: THE MASTER PLAN IS CONCEPTUAL.INTERNAL ROAD AUGNMENTS,GOLF COURSE ROUTING,LAKE SITING AND CONFIGURATION OF DEVELOPMENT AREAS ARE ® i SUBJECT TO MODIFICATION WITHIN THE RLSA 0 330 500 GUIDELINES AT TIME OF FINAL DEVELOPMENT ORDER. COLLIER ENTERPRISES MANAGEMENT,INC. AGNOLI _EE,E ,...,..u•...,....w M:.- — •nrso. ... .�wo ne:,ra�s�,v-N BARBER BC �..�m,,...3.,.'�.r.... Kyr RIVERGRASS VILLAGE .Mn� M m•_-_ y r ter ,.1........•...,,.,...,..-... SRA SUBMITTAL PLANS SAID^ ••^• `a'T-u"• BRUNDAGE,INC. .M20 Mr°iA 0.Mo STAGE I.... Ruin n,l E,, .n,PI...n,5.n.r><n x I�nd.,Pe ARNee.n - .......,,,......u.„....... - - ova EXHIBIT(A) ;lir. -1-27 °f"• '' n" x� uu„-.u..,.....uu..,,,, ,...,.,. ' .M o.,E M.O. n. SRA MASTER PLAN WITH DEVIATIONS ni H.° umT LLL °`e DEVIATIONS: DEVIATIONS CONTINUED: 7.1. Village Center Standards 7.4 Sign Standards A\ 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 1) A deviation from LDC Section 5.06.02.B,5.a,"On-premises off-street in the rear of buildings or along the side secondary streets.Parking directional signs within residential districts,'which requires on-premise is prohibited in front of buildings,..."to Instead allow parking in front of directional signs to be set back a minimum of 10 feet from the edge of the buildings in the Village Center,when such parking is in support of a shopping roadway,paved surface or back of the curb,to instead allow center,as defined in the LDC,and which Includes a grocery store.A Type'D' a minimum setback of 5 feet from the edge of the roadway,paved surface buffer per LDC at time of permitting will be required when parking is adjacent or back of the curb,limited to signs internal to the SRA only. This excludes to or abutting a road. signage along County owned roadways. /F\ 2) A deviation from LDC Section 4.08.07.J.3.d.ii.q),which requires that 2) A deviation from LDC Section 5.06.02.B.6,"On-premises signs within the majority of parking be located in the rear of buildings and prohibits residential districts,"which allows"two ground signs with a maximum height parking In the front of buildings except on street parking within the of 8 feet at each entrance to a multi-family or single-family development,"to right-of-way to instead allow parking in the front,side and rear yards,when instead allow a maximum height of 12 feet for such signs,limited to the two such parking is In support of a shopping center,as defined In the LDC,and primary project entrances from Oil Well Road(not including access points which includes a grocery store.A Type'D'buffer per LDC at time of to the Village Center Tract). permitting will be required when parking is adjacent to or abutting a road. 7.5 Landscape Standards 7.2. Neighborhood General Standards(which apply per LDC 1) A deviation from LDC Section 4.06.02.0.,Buffer Requirements, Section4.08.07.J.3.d.i11) "Types of buffers,"Table 2.4 Information,Footnote(3)which requires "Buffer areas between commercial outparcels located within a shopping 1) A deviation from LDC Section 4.08.07.J.2.d.ili.f)iv),"Non-residential center,Business Park,or similar commercial development may have a uses,"which states'the maximum square footage per[non-residential]use shared buffer 15 feet wide with each abutting property contributing 7.5 shall be 3,000 square feet and per location shall be 15,000 square feet,"to feet°,to instead allow a shared buffer 10 feet wide with each abutting Instead allow the Golf Club and Amenity Center sites and related uses to be property contributing 5 feet. a maximum of 30,000 square feet each. 7.6 Other Deviations 2) A Deviation from LDC Section 4.08.07J.d.iii.e)ii),which states that in the case of"Multi-Family residential," "side yard setbacks shall be a 1) A deviation from LDC Section 4,05.04.G,"Parking Space minimum of 10 feet and rear yard setbacks shall be a minimum of 20 feet for Requirements,"which requires 1 parking space per 100 square feet for the primary structure..."to instead allow fora side yard setback of 0 or 5 feet recreation facilities(indoor)sports,exercise,fitness,aerobics,or health and a rear yard setback of 10 feet for zero lot line and townhome clubs to instead allow for parking for the Golf Club and Amenity Center development,as set forth in Table 1:Neighborhood General-Required sites to be calculated at 1 space per 200 square feet of indoor square Minimum Yards and Maximum Building Height. footage,excluding kitchen or storage space. 3) A deviation from LDC Section 4.08.07.J.2.d.Iii.e)I)and LDC Section 2) A deviation from LDC Section 3.05.10.A.2.-"Location Criteria," 4.08.07.J.3.d.iii,"Maximum Multi-family lot size,"which requires that which requires that"LSPA[littoral shelf planting areas]shall be multi-family residential lots be limited to a maximum of 4 acres,to instead concentrated in one location of the lake(s),preferably adjacent to a allow lot sizes for multi-family to exceed 4 acres,when located within preserve area,"to instead allow for required littoral shelf planting areas to one-half('A)mile of the Village Center Boundary and limited to sites 25 acres be aggregated in certain specific development lakes,Including the or less. development lake and WRA system that runs along the eastern perimeter of the SRA. 7.3 Transportation Standards 3) A deviation from LDC Section 5.03.02.0.1,"Fences and Walls, 1) A deviation from LDC Section:6.06.01.J,"Street System Commercial or Industrial Zoning Districts,"which states that fences or walls Requirements,"which states that"Cul-de-sacs in excess of 1,000 feet shall in commercial or industrial areas are limited to a maximum height of 8 feet, not be permitted unless existing topographical conditions or other natural to instead allow a maximum height of 10 feet. features preclude a street layout to avoid longer cul-de-sacs,"to instead allow the maximum permanent cul-de-sac length to be 1,200 feet as 4) A Deviation from LDC Section 4.03.08.C,"Potable Water System," measured along the center line of the right-of-way from the intersecting which states"separate potable water and reuse waterlines...shall be right-of-way center line to the end of the cul-de-sac right-of-way. provided...by the applicant at no cost to Collier County for all subdivisions and developments"and "Reuse water lines,pumps,and other 2) A deviation from LDC Section 4.08.07.J.1.b."Figure(s)5,6,and 7, appurtenances will not be maintained by Collier County," to instead allow Local Street INeighborhood General"for cross-sections requiring 5-foot-wide for such facilities and/or appurtenances to be conveyed to and maintained sidewalks on both sides of a local street,to instead allow for a 10-foot-wide by Collier County. sidewalk or multi-use pathway on only one side of such street only where residential development is located on only one side of the street. 3) A deviation from LDC Section 4.08.07.J.1.b(6),"Figures 5,6,and 7, Local Street Neighborhood General,"which requires a 6-foot-wide planting area between the travel lane and the sidewalk,to instead allow for a 5-foot-wide planting area in the same location for local roads within the project in Neighborhood General.In such cases,either a root barrier or structural soil shall be utilized.If the option of structural soil is utilized,a minimum of 2 c.f.of structural soil per square feet of mature tree crown projection shall be provided. 4) A deviation from LOC Section 4.08.07.J.3.d.11.q),which requires that the amount of required parking in the Village Center"be demonstrated through a shared parking analysis submitted with an SRA designation application..."and be"determined utilizing the modal splits and parking demands for various uses recognized by ITE,ULI or other sources or studies..."to instead allow the parking demand analysis to be submitted at the time of initial Site Development Plan(SDP)or,al 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 Page based upon the mix of uses at the time of the initial SDP or s age ®T subsequent SDP or SDP Amendment. DISCLAIMER: Th THE MASTER PLAN IS CONCEPTUAL INTERNAL ROAD ALIGNMENTS,GOLF COURSE ROUTING,LAKE SITING AND CONFIGURATION OF DEVELOPMENT AREAS ARE SUBJECT TO MODIFICATION WiTHIN THE RLSA \GUIDELINES AT TIME OF RNAL DEVELOPMENT ORDER, AGNOLI ",r`";"��,,pw,�,,,,, NV COWER ENTERPRISES MANAGEMENT,INC. '"1°' io�O01K° BARBER&. - RIVERGRASS VILLAGE r Y M//'• •.,c..a+".,'"' fOlrWI "u"r,z+u.r'-ravt°n. "��" SRA SUBMITTAL PLANS 'na �.a�r x/ BRUNDAGE,INC. „ ,,," CHUM" Pm4°, ul tiyhr n,rI,nvm,Sunvl"n y L,uLc"pe Anhhn:e r,•°',r„",,,.,��`— n EXHIBIT(A) r MAO u Q� o "A e..”...,. -. ..,.-." °�.dTLL..,.,..,.,° ww,n "uuos .r SRA MASTER PLAN DEVIATION DESCRIPTIONS ,•=2. 121m s" R.O.W. ¢ _;7 Cj&' 42b r} .- , n R.O.W. • .li,a F; b Lo,t?. . °Q° Via,A.,' A 'Sj''Q$' lAt4 • '' 'V\• '' ag-i'- ' ' • i 'il• i �� e 50'(MIN.)R.O.W. . f .',. 5.0' 5.0' S.0' 5.0' (MIN.) PLANTING 11.0' 11.0' PLANTING (MIN.) 2' SIDEWALK AREA 2.0' TRAVEL LANE TRAVEL LANE 2.0` AREA SIDEWALK 2'121 15,0'(MIN.)` I LARGE CANOPY TREES REQUIRE Y&V:R.MV..:' ,.,. ;s•m•:.s•ss�stsx.- .-.-.-.- ,!!a %�2�\`�I'+'y j/y,/_FOR LARGE CANOPY TREES REQUIRE ROOT BARRIER PROTECTION V�V �:°ii�.i•us.._us-* �f.. 7.y:?:i..:Sa.:1.1.41 i;4�0.4y%i�0 . �! ��J >. ROOT BARRIER PROTECTION ctrer 41 POTABLE WATER OR ® it. POTABLE WATER OR IRRIGATION MAIN -.S.0'(MIN.) 5.0'(MIN.) 3.0' IRRIGATION MAIN 3p. 5.0'(MIN.) GRAVITY SEWER *HOPE FORCE MAIN CURBS GUTTER TYPICAL BOTH SIDES(TYPE 5.MATERIAL MAY VARY) SRA LOCAL STREET R.O.W. SECTION •LOCATION OF FORCE MAIN WITHIN ROADWAY AND 3'SETBACK FROM R.O.W.LINE APPROVED AS UTILITY DEVIATION ON 06xr12512019 BY PUBLIC UTILITIES inhAGNOLI F SVGK10 Revisions per e.O.C.C.Comments ROP H'j,°'",`'COLLIER ENTERPRISES MANAGEMENT,INC OESGNED BC ABB RNG Gi N..:,.1-Gme-c D RIVERGRASS VILLAGE DATE: 02/9 ACe° xE,aGTsxr,G BARBER& PUN U.S anANN an HOP Noma.SCALE: -s' OR: SRA SUBMITTAL PLANS DATE: as/,p ms,sour:0/a *-02/18/11-1-R _� 0ICENTO PC DA PL STAGE.pENEW RTTNDAGE,INC. a mndie RB.ppnau b 2nd sooty Review CaBr rnr RCM lersionol Engineers,Planners&Land Surveyorsrnu DAre 02/5910LAYOUT TAB;z rw.,,,.A,r.....:r.�N. .ra.n..,.'a n.uron-.n+i...nm,4��+� ND c^� 'EXHIBIT(A)TYPICAL LOCAL STREET CROSS SECTION DRAxaG 12107 s"E" 6 ' 6 .,.,.i•L','",m.Nw.u,u."2.'. .. 111M510w5 BY FILE Ne: Page of ia„. 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Professional Engineers, Planners & Land Surveyors (:"Ilio( .Baty:741)1)la( runi"'Vail N.•Napin,Fl.•14111K ('h.:(234)3'17•3 111•Fax:(239)566-2203 EXHIBIT B LEGAI.DESCRIPTION OF RIVERGRASS SRA,TRACT I ALL THAT PART SECTIONS 10, 14 AND 15,TOWNSHIP 48 5OUTH,RANGE 28 EAST,COLLIER COUN'T'Y,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE AFORESAID SECTION 15; THENCE N O1°27'11"W ALONG THE WEST LINE OF SAID SECTION 15 A DISTANCE OF 150,03 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 15; THENCE ALONG SAID PARALLEL LINE N 89°44'36"E A DISTANCE OF 273.61 FEET TO THE POINT OF BEGINNING OF THE TRACT HEREIN BEING DESCRIBED,SAID POINT OF BEGINNING OF TRACT 1 HAVING A NORT]IING COORDINATE VALUE OF 712883.79 AND AN FASTING COORDINATE VALUE OF 488298.90 BASED ON THE FLORIDA STATE PLANE EAST ZONE,83190 ADJUSTMENT; THENCE LEAVING SAID PARALLEL LINE N 46°15'52"W A DISTANCE OF 168.06 FEET; THENCE N 01°15'52''W A DISTANCE OF 98.04 FEET; THENCE N 0S°34'42"E A DISTANCE OF 100.72 FEET; THENCE N O1015'52"W A DISTANCE OF 284.23 FEET; THENCE S 88°32'49"W A DISTANCE OF 2.97 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 9.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°11'19"AN ARC DISTANCE OF 14.17 FEET: THENCE N 01°15'52''W A DISTANCE OF 217.77 FEET; THENCE N 43°32'49"E A DISTANCE OF 38.77 FEET; THENCE N 01°2711"W A DISTANCE OF 80.00 FEET; THENCE N 46°2711"W A DISTANCE OF 56.86 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 89°21'09" W AND HAVING A RADIUS OF 22049.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°41'22"AN ARC DISTANCE OF 1035.01 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY ANI) HAVING A RADIUS OF 22951.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°53'02"AN ARC DISTANCE OF 754.62 FEET TO AN INTERSECTION WITH A LINE 122.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 15; THENCE ALONG SAID PARALLEL LINE N 01°27'11"W A DISTANCE OF 1961.17 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 42951.00 FEET; THENCE ALONG TILL ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°0172"AN ARC DISTANCE OF 766.64 FEET TO AN INTERSECTION WITH A LINE 125.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 10; THENCE.ALONG SAID PARALLEL LINE N 00°25'50"W A DISTANCE 01= 144.64 FEET; THENCE LEAVING SAID PARALLEL LINE N 06°24'31"E A DISTANCE OF 100.77 FEET; THENCE N 00°25'50"W A DISTANCE OF 372.62 FEET; THENCE N 44°34'10"E A DISTANCE OF 67.37 FEET; THENCE N 00°25'SO" W A DISTANCE OF 80.00 FEET; THENCE S 89°34'10"W A DISTANCE OF 1100 FEET; SHEET 3 OF 5 Page. ) of I THENCE N 45°25'50"W A DISTANCE OF 67.37 FEET TO AN INTERSECTION WITH A LINE 125.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF AFORESAID SECTION 10; THENCE ALONG SAID PARALLEL LINE N 00°25'50"W A DISTANCE OF 1331.88 FEET; THENCE LEAVING SAID PARALLEL LINE N 51°59'09"E A DISTANCE OF 1784.63 FEET; THENCE S 43°35'161 E A DISTANCE OF 112.09 FEET; THENCE S 54°40'31"E A DISTANCE OF 129.64 FEET; THENCE S 24°40'19"E A DISTANCE OF 433.97 FEET; THENCE S 25°23'25"F A DISTANCE OF 231.30 FEET; THENCE S 27°32'27"E A DISTANCE OF 92.23 FEET; THENCE S 27°3227"F A DISTANCE OF 71.38 FEET; THENCE S 21°54'03"E A DISTANCE OF 117.24 FEET; THENCE S 24°19'l6"F A DISTANCE OF 174.92 FEET; THENCE S 12°23'41"W A DISTANCE OF 2.34 FEET; THENCE S 32°09'27"W A DISTANCE OF 339.25 FEET; THENCE S 52°01'13"W A DISTANCE OF 100.40 FEET; THENCE S 60°42'36"W A DISTANCE OF 566.48 FEET; THENCE S 22°58'58"W A DISTANCE OF 25.53 FEET; THENCE S 17°42'38"E A DISTANCE OF 185.76 FEET; THENCE S 08050157"E A DISTANCE OF 84.78 FEET; THENCE S 00°37118"E A DISTANCE OF 111.35 FEET; THENCE S 06°25'55" W A DISTANCE OF 579.63 FEET; THENCE S 04°51'04" W A DISTANCE OF 1008.13 FEET; THENCE S 04°03'32"W A DISTANCE OF 227.10 FEET; THENCE S 07°36'03"E A DISTANCE OF 307.77 FEET; THENCE S 02°55'35"E A DISTANCE OF 450.55 FEET; THENCE S 02°50'32"E A DISTANCE OF 532.54 FEET; THENCE S 87°41'14"E A DISTANCE OF 100.82 FEET; THENCE S 89°24'35"E A DISTANCE OF 37.91 FEET; THENCE S 89'24'02"E A DISTANCE OF 81.30 FEET; THENCE N 84°39'21" F A DISTANCE OF 75.01 FEET; THENCE N 88°33'44" E A DISTANCE OF 59.98 FEET; THENCE N 87°35'40' E A DISTANCE OF 139.27 FEET; THENCE S 84°4244"E A DISTANCE OF 130.07 FEET; THENCE S 89°32'11"E A DISTANCE OF 147.65 FEET; THENCE S 89°52'52"E A DISTANCE OF 156.15 FEET; THENCE S 88°57'20"E A DISTANCE OF 188.96 FEET; THENCE S 89°41'06"E A DISTANCE OF 131.58 FEET; THENCE N 89`41'36"E A DISTANCE OF 177.16 FEET; THENCE S 89°26136"E A DISTANCE OF 147.86 FEET; THENCE S 84°43'55"F A DISTANCE OF 101.39 FEET; THENCE S 41°5522" E A DISTANCE OF 47.92 FEET; THENCE S 19°09'53" E A DISTANCE OF 111.96 FEET; THENCE S 16°32'54"E A DISTANCE OF 153.04 FEET; THENCE S 15°10'48"E A DISTANCE OF 136.90 FEET; THENCE S 16°15'30"E A DISTANCE OF 151.98 FEET; THENCE S 20°19'26"E A DISTANCE OF 103.56 FEET; THENCE S 15°22'59"E A DISTANCE OF 129.81 FEET; THENCE S 14°53'35"E A DISTANCE OF 209.16 FEET; THENCE S 15°10'56"F A DISTANCE OF 129.48 FEET; THENCE S 12°02'51"E A DISTANCE OF 126.36 FEET: THENCE S 02°40'13"W A DISTANCE OF 140.11 FEET; THENCE S 01053'41"W A DISTANCE OF 155.98 FEET; THENCE S 01°5227"W A DISTANCE OF 127.99 FEET; THENCE S 02°0344"W A DISTANCE OF 131.45 FEET; THENCE S 01°42'03"W A DISTANCE OF 100.08 FEET; THENCE S 02°55104"W A DISTANCE OF 105.23 FEET; SHEET 4 OF 5 Page (4- of THENCE S 02°38'14"W A DISTANCE OF 339.69 FEET; THENCE S 07°27'2.I"E A DISTANCE OF 62.88 FEET; THENCE S 88°18'24" E A DISTANCE OF 115.67 FEET; THENCE N 89°56'54"E A DISTANCE OF 23319 FEET; THENCE N 88°55'25"E A DISTANCE OF 127.66 FEET; THENCE N 89°10'46'E A DISTANCE OF 196.35 FEET; THENCE N 89°57'[)3" E A DISTANCE OF 161.31 FEET; THENCE N 88048'44' E A DISTANCE OF 199.43 FEET; THENCE N 89°29'45'E A DISTANCE OF 274.04 FEET; THENCE N 89°15'30"E A DISTANCE OF 181.32 FEET; THENCE N 88°24'35"E A DISTANCE OF 99.68 FEET; THENCE N 89°41'41"E A DISTANCE OF 88.89 FEET; THENCE N 88°5620"E A DISTANCE OF 108.92 FEET; THENCE N 89°19'04"E A DISTANCE OF 161.23 FEET; THENCE S 88°39137"E A DISTANCE OF 106.23 FEET; THENCE S 89°55'34"F A DISTANCE OF 148.00 FEET; THENCE N 88°27'14"E A DISTANCE OF 147.30 FEET; THENCE S 87°18'29"E A DISTANCE OF 135.47 FEET; THENCE S 26°41'05"E A DISTANCE OF 76.71 FEET; THENCE S 01°02'04"E A DISTANCE OF 108.01 FEET; THENCE S 01°46'53"W A DISTANCE OF 128.59 FEET; THENCE S 01°59'21'1W A DISTANCE OF 164.22 FEET; THENCE S 01°53'56"W A DISTANCE OF 115.91 FEET; THENCE S 01°58'46" W A DISTANCE OF 159.80 FEET; THENCE S 00°08'30" W A DISTANCE OF 113.36 FEET; THENCE S 03°38'14''W A DISTANCE OF 130.20 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF THE AFORESAID SECTION 14; THENCE ALONG SAID PARALLEL LINE S 89°44'31"W A DISTANCE OF 427.12 FEET; THENCE S 89°44'43"W ALONG A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 15 A DISTANCE OF 2667.40 FEET; THENCE S 89°4456"W ALONG A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 15 A DISTANCE OF 2400.70 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 457.5] ACRES. REF.ABB DWG#12102-SDI(SRA TRACT i-REV4,DOC) SHEET 5E,S o wo ap Ni CG z g '� E , K k+t K n ,,.,,,, E s_t_ kK-• f 4,g..._," — 0 ° Aglk i ic - 1 4 1 4gi F oR z e< L.. g'. 5 ?.., '..-.' m : h lig 0 J . 6 am 5.2 ! i'i ,,5d 6 �i�ig sW k \V a t:sf E . -*- q gx 59r,W8 ItIt id 4j ..\:t: p .33, i 11 ( 01; �.+Z d w ba0 p �� �� ZS Q -' 4 t,1 r C 1 t:4 i 7,*[ teas �i p ry O'6 m � .� R 1- Y��WJ�I".�Ry<77 60 K } 2g, ��� J■ �i N LI VWU U.6 IC le V CS�' NW N .i�� ■/ ri r; 4 ,n g i . �+ Y . ; x U - v pi n1ur,,p i �•1t,,Yid :" !T.p' ((i ,.,,,,..�,' Klani.1 1 '# tt ani g ',��Iblt�ttltt, R .t i g 11111 N t I ,i b u) W 171 UJ bIL& 4 N ER a 1 8 f17 M a j, i O .i ,N N ij 6 ' N ri U t _J Itt1 �-- X m J O 6 -31 g LI f �ixg / 7�,t¢3 ♦��, uw I ti Ge- a PST r-11-L-� 1 I G 11 ; b ' Iiiii ig V L mialg § 41 1Ati. lige 4 ;of IL 11 r C . m aq • 0i- C ` rc 2 iu = 14 46; . ,.. r -,, ar--. C14 L.) m ii R A ' I.. 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Professional Engineers, Planners & Land Surveyors I i.IIk r C, intra 7441111,mini 7}.iiI N.•Naple..FI •1410X Ili.:(219)197.31 I I-Far:(239)5l.4-111q EXHIBIT B LEGAL DESCRIPTION OF RIVERGRASS SRA,TRACT 2 ALL THAT PART SECTIONS 22,23 AND 27,TOWNSHIP 48 SOUTH,RANGE 28 EAST,COLLIER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE AFORESAID SECTION 22; THENCE S 00°15'52"E ALONG THE WEST LINE OF SAID SECTION 22 A DISTANCE OF 50,00 FEET TO AN INTERSECTION WITH A LINE 50.00 FEET SOUTHF.RLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 22; THENCE ALONG SAID PARALLEL LINE N 89°4436"E A DISTANCE OF 269.97 FEET TO THE POINT OF BEGINNING OF THE TRACT HEREIN BEING DESCRIBED,SAID POINT OF BEGINNING OF TRACT 2 HAVING A NORTHING COORDINATE VALUE OF 712683.79 AND AN EASTING COORDINATE VALUE OF 488299.30 BASED ON THE FLORIDA STATE PLANE EAST`LONE,83/90 ADJUSTMENT; THENCE CONTINUING ALONG SAID PARALLEL LINE N 89°44'36"E A DISTANCE OF 2401.19 FEET; THENCE N 89°4443"E ALONG A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 22 A DISTANCE OF 2667.40 FEET; THENCE N 89°4431"E ALONG A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF NORTHWEST QUARTER OF AFORESAID SECTION 23 A DISTANCE OF 906.16 FEET; THENCE LEAVING SAID PARALLEL LINE S 00°15'17"E A DISTANCE.OF 240.22 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 1260.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 11°31'33"AN ARC DISTANCE OF 253.47 FEET; THENCE S 88°46'59"E A DISTANCE OF 91.02 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 112.00 FEET; THENCE ALONG TILE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64°09'25"AN ARC DISTANCE OF 125.41 FEET TO THE BEGINNING OFA COMPOUND CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 452.50 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°22'04"AN ARC DISTANCE OE 224.04 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 86°32'48"AN ARC DISTANCE OF 219.03 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64°54'46"AN ARC DISTANCE OF 164.28 FEET; THENCE S 26°22'26'W A DISTANCE OF 78.76 FEET; THENCE S 23°34'22'W A DISTANCE OF 86.60 FEET; THENCE S 29°16'43"W A DISTANCE OF 71.59 FEET; THENCE S 89°10'15" W A DISTANCE OF 48.17 FEET; THENCE N 84°13'50"W A DISTANCE OF 68.87 FEET; THENCE N 81°39'21"W A DISTANCE OF 58.00 FEET; THENCE S 88°3I'22' W A DISTANCE OF 73.27 FEET; THENCE S 89°52'05' W A DISTANCE OF 74.62 FEET; THENCE N 86°38'30" W A DISTANCE OF 59.97 FEET; SHEET 3 OF 6 Page. of I 1 THENCE S 02°15'48"W A DISTANCE OF 96.14 FEET; THENCE S 04°50'51"W A DISTANCE OF 102.27 FEET; THENCE S 02°25'20"W A DISTANCE OF 149,64 FEET; THENCE S 07°13'14"W A DISTANCE OF 81.69 FEET; THENCE S 48°52'58"W A DISTANCE OF 55.18 FEET; THENCE S 71°37'57"W A DISTANCE OF 40.89 FEET; THENCE N 88°32'46" W A DISTANCE OF 141.83 FEET; THENCE S 88°29'37"W A DISTANCE OF 97.42 FEET; THENCE N 89°39'35" W A DISTANCE OF 135.85 FEET; THENCE N 89°08'23" W A DISTANCE OF 108.95 FEET; THENCE N 87°54'42" W A DISTANCE OF 137.83 FEET; THENCE S 40°55'18"W A DISTANCE OF 22.02 FEET; THENCE S 06°06'28"W A DISTANCE OF 77.11 FEET; THENCE S 07°11'52"W A DISTANCE OF 132.49 FEET; THENCE S 07°08'24"W A DISTANCE OF 152.64 FEET; THENCE S 04°07'46"W A DISTANCE OF 121.96 FEET; THENCE S 07°31'04"W A DISTANCE OF 124.64 FEET; THENCE S 08°20'22"W A DISTANCE OF 83.85 FEET; THENCE S 25°49'33"W A DISTANCE OF 37.83 FEET; THENCE S 47°59'25"W A DISTANCE OF 51.41 FEET; THENCE S 51°45'07"W A DISTANCE OF 74.36 FEET; THENCE S 51°47'20"W A DISTANCE OF 104.73 FEET; THENCE S 51°5876"W A DISTANCE OF 128.55 FEET; THENCE S 45°4258"1V A DISTANCE OF 56.22 FEET; THENCE S 52°27'49"W A DISTANCE OF 82.3 I FEET; THENCE S 49°59'31"W A DISTANCE OF 88.78 FEET; THENCE S 51°51'20"W A DISTANCE OF 94.46 FEET; THENCE S 50°46'19" W A DISTANCE OF 102.93 FEET; THENCE S 51°15'09" W A DISTANCE OF 81.29 FEET; THENCE S 50°51'46"W A DISTANCE OF 109.82 FEET; THENCE S 49°13'58"W A DISTANCE OF 79.67 FEET; THENCE S 51°18'11"XV A DISTANCE OF 172.20 FEET; THENCE S 51°10'53"W A DISTANCE OF 200.05 FEET; THENCE S 52°46'54"W A DISTANCE OF 30.58 FEET; THENCE S 49°14'37''W A DISTANCE OF 104.15 FEET; THENCE S 52°46'51' W A DISTANCE OF 96.07 FEET; THENCE S 51043'33" W A DISTANCE OF 147.84 FEET; THENCE S 48°39'56"W A DISTANCE OF 36.37 FEET; THENCE N 84°45'00" W A DISTANCE OF 133.18 FEET; THENCE S 89°13'29" W A DISTANCE OF 121.46 FEET; THENCE S 88°20'38"W A DISTANCE OF 118.91 FEET; THENCE N 88°43'01" W A DISTANCE OF 98.43 FEET; THENCE N 88°59 13" W A DISTANCE OF 77.80 FEET; THENCE S 80°31'23"W A DISTANCE OF 13.27 FEET; THENCE S 48°19'20" W A DISTANCE OF 22.69 FEET; THENCE S 00°57'07" W A DISTANCE OF 34.49 FEET; THENCE S 00°45'26"E A DISTANCE OF 119.90 FEET; THENCE S 00°15'35"W A DISTANCE OF 103.01 FEET; THENCE S 01°00'53"E A DISTANCE OF 99.24 FEET; THENCE S 01°53'12"W A DISTANCE OF 72.46 FEET; THENCE S 04°23'00"\'V A DISTANCE OF 52.96 FEET; THENCE S 41°4873"W A DISTANCE OF 17.26 FEET; THENCE S 68°59'38"W A DISTANCE OF 26.41 FEET; THENCE N 88°31'10" W A DISTANCE OF 100.90 FEET; THENCE N 89°01'25" W A DISTANCE OF 112.75 FEET; THENCE S 89°07'39"W A DISTANCE OF 122.98 FEET; SHEET 4 OF 6 Page 9 of I THENCE S 89°46'43"W A DISTANCE OF 70,59 FEET; THENCE S 89°13'58"W A DISTANCE OF 159.94 FEET; THENCE N 89°3716"W A DISTANCE OF 240,87 FEET; THENCE S 88°40'02" W A DISTANCE OF 166.89 FEET; THENCE S 89°59'32"W A DISTANCE OF 184.11 FEET; THENCE S 89°23'49"W A DISTANCE OF 189.16 FEET; THENCE N 89°4'21" W A DISTANCE OF 93.45 FEET; THENCE S 89°39'15'W A DISTANCE OF 196.80 FEET; THENCE S 89°28'24"W A DISTANCE OF 67.13 FEET; THENCE S 41°06'47" W A DISTANCE OF 26.45 FEET; THENCE S 00°55'43"R'A DISTANCE OF 118.75 FEET; THENCE S 01°43'01"W A DISTANCE OF 105.72 FEET; THENCE S 03°18'52"W A DISTANCE OF 165.99 FEET; THENCE S 02'11'04"W A DISTANCE OF 115.64 FEET; THENCE S 0I°43'01"W A DISTANCE OF 145.69 FEET; THENCE S 07°24'50"W A DISTANCE OF 107.70 FEET; THENCE S 28°32'55" W A DISTANCE OF 31.17 FEET; THENCE S 51°24'00" W A DISTANCE OF 42.37 FEET; THENCE S 09°11'15"W A DISTANCE OF 47.74 FEET; THENCE S 02°14'28"W A INSTANCE OF 98.75 FEET; THENCE. S 04°43'32"W A DISTANCE OF 166.81 FEET; THENCE S 00°25'06"W A DISTANCE OF 82.79 FEET; THENCE S 02°42'44"W A DISTANCE OF 146.20 FEET; THENCE S 05°15'28"W A DISTANCE OF 113.45 FEET; THENCE S 03°54'14"W A DISTANCE OF 156.22 FEET; THENCE,S 05°06'20"W A DISTANCE OF 97.63 FEET; THENCE S 25°26'40"W A DISTANCE OF 45.35 FEET; THENCE S 55°43'13" W A DISTANCE OF 34.61 FEET; THENCE S 86°14'12"W A DISTANCE OF 69.57 FEET; THENCE N 88°41'18"W A DISTANCE OF 115.92 FEET; THENCE S 88°18'29' W A DISTANCE OF 131.51 FEET; THENCE N 89°11'14"W A DISTANCE OF 99.12 FEET; THENCE N 88°32'55" W A DISTANCE OF 119.46 FEET; THENCE N 85°56'30"W A DISTANCE OF 95.13 FEET; THENCE N 88°47'07" W A DISTANCE OF 137,39 FEET; THENCE N 89°02'52"W A DISTANCE OF 125.10 FEET; THENCE N 74°39'30"W A DISTANCE OF 8.34 FEET; THENCE S 89°55'45"W A DISTANCE OF 99.35 FEET; THENCE N 89°16'01"W A DISTANCE OF 75,76 FEET; THENCE N 88°36152"W A DISTANCE OF 98.69 FEET; THENCE S 88°2302"W A DISTANCE OF 18.59 FEET; THENCE N 00°15'51"W A DISTANCE OF 305.73 FEET; THENCE N 44°44'09"E A DISTANCE OF 25.46 FEET; THENCE N 00°15'51"W A INSTANCE OF 80.00 FEET; THENCE N 45°16'37" W A DISTANCE OF 42.43 FEET TO AN INTERSECTION WITH A LINE 166.50 FEET EASTERLY FROM AND PARALLEL WITH TUE WEST LINE OF SAID SECTION 22; THENCE ALONG SAID PARALLEL.LINE N 00°1637"W A DISTANCE OF 1099.22 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 54041.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 00°5101"AN ARC DISTANCE OF 801.94 FEET TO THE BEGINNING OFA REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 54959.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 00°51'46"AN ARC DISTANCE OF 827.58 FEET TO AN INTERSECTION WITH A LINE 154.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 22; THENCE ALONG SAID PARALLEL LINE N 00°15'52"W A DISTANCE OF 1506.91 FEET; THENCE N 06°34'42"E A DISTANCE OF 100.72 FEET; SHEET 5 OF 6 Page 10 of I THENCE N 00°15'52"W A DISTANCE OF 383.47 FEET; THENCE S 89°44'08" W A DISTANCE OF 3.00 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 9.00 FEET; THENCE ALONG TI IE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°00'00"AN ARC DISTANCE OF 14.14 FEET; THENCE N 00°15'52"W A DISTANCE OF 595.61 FEET; THENCE N 45°56'24"E A DISTANCE OF 159.97 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL.AREA OF APPROXIMATELY 540.02 ACRES. REF.ABB DWG*12102-SD2 (SRA TRACT 2-RE v4.DOC) SHEET6OF6 Page itof t I - . A l'• i/t, 4 a , a ei a 1 • q ! in Eel I .i. V") ,ti / -. , . . 7.- 0 - N ‘ ._.J-i ,, - i .. , ..':.-.4...2.-,• r 7- i - i. ' : : ' . ' . - - g ' tri '',. VP, „ ,. Q =■ % 1,•` _x .�� 1, r h i_13J4 • f11 ' 1 J l i - ao 4: -- -1 4 a ,1 6 41 ' 1.. % ,,, •, {i{,. • ti �� i l l ' 1 4.; . ijyU 1 ��, � S .�1 it i. S , • 'Ai _ -4,' y _ 4.,:i. - V.. .j;.,.if i T= ,41!.:' I �Yk1 • '.. ►. .- r .i is 7-2 �t ii" r• `' -, ill- LZ.. ,ii - , 1 • i �� ittr!- a� _ .J '1 of Nil,; . ei-7t1WA 111 i !� : ^• -' y I1 • T:� . ; N ,, { :• k 'l' - %Y.M-sEit S ' ''1''''" .'I ' Z.' . VA'' t a' ; '..,' 1'1 P pi ,1:,g :,r`.,,,v.�� VC 1)1i r a Y u' I �'. fy,) 4.., •„r; v- (� ili • i Ir 1 Fre: v r if.7�1.e 1 _4 '0111�1. • wir ;. : ' ° ,. : . p I ax[' - -..:11�,� I .,.r,�.frawr•I I,•-•,-,..i 4. { . ^I .rT ” ZZ'1 ^11 j la <I .4' rI ..i'' lel" a4 • IV I ���SSS555 r i 1 ' rRi ;�y 'i r' �a . Y. Ct : Exhibit D EXHIBIT D-1 4-6 5RA bOLu U 1t Cofer County COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLES,FLORIDA 34104 www.colliegev.net (239)252-2400 FAX:(239)252-6358 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 coc Laid imeseemste,ac 2550 Goodielle Road North,eullo 100,Nar'as,FL 34103 (Street address and City,State and Zip Code) and legally described in Attachment A attached hereto. The property cescribed herein Is the subject of an application for ReleratesesnA ,We hearby designate Patrick litter , legal representative thereof, as the legal representatives of the property and as such,these i 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 are authorization of agents to assist in the preparation of applications,plans,surveys,and studies necessary to obtain zonlrg 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 recognize the following and will be guided accordingly it 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 the time of approval of the master plan,even If the property is subsequently sold in whole or in part,un ess 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 planned unit development process will constitute a violation of the Land Development Code. 4, All terms and conditions of the Rlvergrass SRA approval will be incorporated into covenants and restrictions which run with the land so as to provide notice to subsequent cwners that all development activity within the Rlvergrass SRA development must be consistent with those terms and conditions. S. So long as this covenant is in force, Collier County can, upon the discovery of noncompliance with the terms, safeguards, and conditions of the Rlvergrass 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 planned unit development and the County may stop ongoing construction activity until the project is bre u e t Into compliance with all terms,conditions and safeguards of the Rlvergrass SRA devi..p• ent. / I, ijr Owner Owner tom.L.U-1nee-. Printed Neme Printed Name STATE OF FLORIDA) COUNTY OF COLLIER) L.Sworn to for affirmed)and subscribed before me this Po day of �uG�+Srr ,201q by ` *- who Is personally known to me or has produced _ as identification. i ,.� e°`e Valerie L.Pike t��— — ,� i, NoleryPublic•Stainer Florida Notary Public :�,�, ,� ConxniarbnNGG22100 (Name typed,printed or stamped) rs,„�`� Expires 0811112020 February I,2019 Page ! of i G Page 8 of 11 AGNOLI BARBER & BRUNDAGE, INC. Professional Engineers, Planners & Land Surveyors Gnllicr C°"my, 740111:splinrni irail N.-Naples,FL-34106 Ph,:(239)597-3111 -ram:1239)566-2203 ATTACHMENT A LEGAL DESCRIPTION OF RIVERORASSTRACT 1 ALL THAT PART SECTIONS 10, 14 AND 15,TOWNSHIP 48 SOUTH. RANGE 28 EAST,COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE AFORESAID SECTION 15; THENCE N 01°27'11"W ALONG THE WEST LINE OF SAID SECTION 15 A DISTANCE OF 150.03 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 15; THENCE ALONG SAID PARALLEL LINE N 89°44'36" F A DISTANCE OF 273.61 FEET TO THE POINT OF BEGINNING OF THE TRACT HEREIN BEING DESCRIBED, SAID POINT OF BEGINNING OF TRACT 1 HAVING A NORTHING COORDINATE VALUE OF 712883,79 AND AN EASTING COORDINATE VALUE OF 488298.90 BASED ON THE FLORIDA STATE PLANE EAST ZONE, 83/90 ADJUSTMENT; THENCE LEAVING SAID PARALLEL LINE N 46°15'52" W A DISTANCE OF 168.06 FEET; THENCE N 01°15'52" W A DISTANCE OF 98.04 FEET; THENCE N 05°34'42" E A DISTANCE OF 100.72 FEET; THENCE N 01°15'52" W A DISTANCE OF 284.23 FEET; THENCE S 8812'49" W A DISTANCE OF 2.97 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 9.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°11'19" AN ARC DISTANCE OF 14.17 FEET; THENCE N 01°15'52" W A DISTANCE OF 217.77 FEET; THENCE N 43°32'49" E A DISTANCE OF 38.77 FEET; THENCE N 01°27'1 I" W A DISTANCE OF 80.00 FEET; THENCE N 46°27'1 I" W A DISTANCE OF 56.86 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 89°21'09" W AND HAVING A RADIUS OF 22049.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°41'22" AN ARC DISTANCE OF 1035.01 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 22951.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°53'02"AN ARC DISTANCE OF 754.62 FEET TO AN INTERSECTION WITH A LINE 122.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 15; THENCE ALONG SAID PARALLEL LINE N 01°27'11" W A DISTANCE OF 1961.17 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 42951.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°01'22" AN ARC DISTANCE OF 766.64 FEET TO AN INTERSECTION WITH A LINE 125.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 10; TI IENCE ALONG SAID PARALLEL LINE N 00°25'50"W A DISTANCE OF 144.64 FEET; THENCE LEAVING SAID PARALLEL LINE N 06°24'31" E A DISTANCE OF 100.77 FEET; THENCE N 00°25'50" W A DISTANCE OF 372,62 FEET; "['HENCE N 44°34'10" E A DISTANCE OF 67.37 FEET; THENCE N 00°25'50" W A DISTANCE OF 80.00 FEET; THENCE S 89'34'I0" W A DISTANCE OF 12.00 FEET; SHEET 1 OF 3 Page t}1 of THENCE N 45025'50" W A DISTANCE OF 67.37 FEET TO AN INTERSECTION WITH A LINE 12530 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF AFORESAID SECTION 10; THENCE ALONG SAID PARALLEL LINE N 00°25'50" W A DISTANCE OF 1331.88 FEET; THENCE LEAVING SAID PARALLEL LINE N 51°59'09"E A DISTANCE OF 1784.63 FEET; THENCE S 43`35'16" E A DISTANCE OF 112.09 FEET; THENCE S 54°40'31" E A DISTANCE OF 129.64 FEET; THENCE S 24°40'19" E A DISTANCE OF 433.97 FEET; THENCE S 25°23'25" E A DISTANCE OF 231.30 FEET; THENCE S 27°32'27" E A DISTANCE OF 92.23 FEET; THENCE S 27°3277" E A DISTANCE OF 71.38 FEET; THENCE S 21°54'03" E A DISTANCE OF 117.24 FEET; THENCE S 24°19'16"E A DISTANCE OF 174.92 FEET; THENCE S 12°23'41" W A DISTANCE OF 2.34 FEET; THENCE S 32°09'27" W A DISTANCE OF 339.25 FEET; THENCE S 52°01'13" W A DISTANCE OF 100.40 FEET; THENCE S 60042'36" W A DISTANCE OF 566.48 FEET; THENCE S 22°58'58" W A DISTANCE OF 25.53 FEET; THENCE S 17042'38" E A DISTANCE OF 185.76 FEET; THENCE S 08°50'57" E A DISTANCE OF 84.78 FEET; THENCE S 00°37'18" E A DISTANCE OF 111.35 FEET; THENCE S 06°25'55" W A DISTANCE OF 579.63 FEET; THENCE S 04°51'04" W A DISTANCE OF 1008.13 FEET; THENCE S 04°03'32" W A DISTANCE OF 227.10 FEET; THENCE S 07°36'03" E A DISTANCE OF 307.77 FEET; THENCE S 02°55'35" E A DISTANCE OF 450.55 FEET; THENCE S 02°50'32"E A DISTANCE OF 532.54 FEET; THENCE S 87°41'14"E A DISTANCE OF 100.82 FEET; THENCE S 89°24'35"E A DISTANCE OF 37.91 FEET; THENCE S 89°24'02"E A DISTANCE OF 81.30 FEET; THENCE N 84°39'2:" E A DISTANCE OF 75,01 FEET; THENCE N 88°33'44" E A DISTANCE OF 59.98 FEET; THENCE N 87°35'40" E A DISTANCE OF 139.27 FEET; THENCE S 84°42'44"E A DISTANCE OF 130,07 FEET; THENCE S 89°32'11"E A DISTANCE OF 147.65 FEET; THENCE S 89°52'52"E A DISTANCE OF 156.15 FEET; THENCE S 88°5720"E A DISTANCE OF 188.96 FEET; THENCE S 89°41'06"E A DISTANCE OF 131.58 FEET; THENCE N 89°41'36"E A DISTANCE OF 177.16 FEET; THENCE S 89°26'36"E A DISTANCE OF 147.86 FEET; THENCE S 84°43'55" E A DISTANCE OF 101.39 FEET; THENCE S 41°55'22" E A DISTANCE OF 47.92 FEET; THENCE S 19°09'53" E A DISTANCE OF 111.96 FEET; THENCE S 16°32'54" E A DISTANCE OF 153.04 FEET; THENCE S 15°10'48" E A DISTANCE OF 136.90 FEET; THENCE S 16°15'30" E A DISTANCE OF 151.98 FEET; THENCE S 20°1976" E A DISTANCE OF 103.56 FEET; THENCE S 15°22'59" E A DISTANCE OF 129.81 FEET; THENCE S 14°53'35" S A DISTANCE OF 209,16 FEET; THENCE S 15010'56" E A DISTANCE OF 129.48 FEET; THENCE S 12°02'51" F.A DISTANCE OF 126.36 FEET; THENCE S 02°40'13" W A DISTANCE OF 140.11 FEET; THENCE S 01°53'41" W A DISTANCE OF 155.98 FEET; THENCE S 01°52'27" W A DISTANCE OF 127.99 FEET; THENCE S 02°03'44" W A DISTANCE OF 131.45 FEET; THENCE S 01°42'03' W A DISTANCE OF 100.08 FEET; THENCE S 02°55'04' W A DISTANCE OF 105.23 FEET; SHEET 2 OF 3 Page 3 of THENCE S 02°38'14" W A DISTANCE OF 339.69 FEET; THENCE S 07°2T21" E A DISTANCE OF 62.88 FEET; THENCE S 88'1874" E A DISTANCE OF 115.67 FEET; THENCE N 89°5614" E A DISTANCE OF 233.19 FEET; THENCE N 88°55'25' E A DISTANCE OF 127.66 FEET; THENCE N 89°10'46" E A DISTANCE OF 196.35 FEET; THENCE N 89°57'03" E A DISTANCE OF 161.31 FEET; THENCE N 88'48'44" E A DISTANCE OF 199.43 FEET; TIIENCE N 89'29'45" E A DISTANCE OF 274,04 FEET; THENCE N 89'15'30" E A DISTANCE OF 181.32 FEET; THENCE N 88°24'35" E A DISTANCE OF 99.68 FEET; THENCE N 89°41'41" E A DISTANCE OF 88.89 FEET; THENCE N 88°56'20" E A DISTANCE OF 108.92 FEET; THENCE N 89°19'04"E A DISTANCE OF 161.23 FEET; THENCE S 88°39'37" E A DISTANCE OF 106.23 FEET; THENCE S 89°55'34"E A DISTANCE OF 148.00 FEET; THENCE N 88°27'14" E A DISTANCE OF 147.30 FEET; THENCE S 87°18'29" E A DISTANCE OF 135.47 FEET; THENCE S 26°41'05" E A DISTANCE OF 76.71 FEET; THENCE S 01°02'04"E A DISTANCE OF 108.01 FEET; THENCE S 01"46'53" W A DISTANCE OF 128.59 FEET; THENCE S 01°5971" W A DISTANCE OF 164.22 FEET; THENCE S 01'53'56" W A DISTANCE OF 115.91 FEET; THENCE S 01°58'46" W A DISTANCE OF 159,80 FEET; THENCE S 00°08'30" W A DISTANCE OF 113.36 FEET; THENCE S 03°38'14" W A DISTANCE OF 130.20 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF THE AFORESAID SECTION 14; THENCE ALONG SAID PARALLEL LINE S 89°44'31" W A DISTANCE OF 427.12 FEET; THENCE S 89044'43" W ALONG A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION IS A DISTANCE OF 2667.40 FEET; THENCE S 89°44'36" W ALONG A LINE 150,00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 15 A DISTANCE OF 2400,70 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED, CONTAINING A TOTAL AREA OF APPROXIMATELY 457 51 ACRES. REF. ABB DWG 412102-SDI (SRA TRACT 1-REV4,DO(') SHEET 3 OF 3 Page Li of 1 ■./.0 AGNOLI ::::::BARBER & 11111111111111111111V iv :BRUNDAGE, INC. Professional Engineers, Planners & Land Surveyors Collier Comity:7400 Tnnsimni Trail N.•Naples,FL-34108 Ph.:(239)597-3111-Fax:(239)566.220.1 ATTACHMENT A LEGAL DESCRIPTION OF RIVERGRASS SRA,TRACT 2 ALL THAT PART SECTIONS 22, 23 AND 27,TOWNSHIP 48 SOUTH, RANGE 28 EAST,COLLIER COUNTY, FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE AFORESAID SECTION 22; THENCE S 00°15'52'' E ALONG THE WEST LINE OF SAID SECTION 22 A DISTANCE OF 50.00 FEET TO AN INTERSECTION WITH A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 22; THENCE ALONG SAID PARALLEL LINE N 89°44'36" E A DISTANCE OF 269.97 FEET TO THE POINT OF BEGINNING OF THE TRACT HEREIN BEING DESCRIBED,SAID POINT OF BEGINNING OF TRACT 2 HAVING A NORTHING COORDINATE VALUE OF 712683.79 AND AN EASTING COORDINATE VALUE OF 488299.30 BASED ON THE FLORIDA STATE PLANE EAST ZONE, 83/90 ADJUSTMENT; THENCE CONTINUING ALONG SAID PARALLEL LINE N S9°44'36"E A DISTANCE OF 2401,19 FEET; THENCE N 89°44'43" E ALONG A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL W1TII THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 22 A DISTANCE OF 2667.40 FEET; THENCE N 89'44'31" E ALONG A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF NORTHWEST QUARTER OF AFORESAID SECTION 23 A DISTANCE OF 906.16 FEET; THENCE LEAVING SAID PARALLEL LINES 00°15'17" E A DISTANCE OF 240.22 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 1260.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 11°31'33"AN ARC DISTANCE OF 253.47 FEET; THENCE S 88°46'59" E A DISTANCE OF 91.02 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 112.00 FEET; THENCE ALONG TILE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64°09'25"AN ARC DISTANCE OF 125.41 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 452.50 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°22'04"AN ARC DISTANCE OF 224.04 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 86°32'48" AN ARC DISTANCE OF 219.03 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64°54'46"AN ARC DISTANCE OF 164.28 FEET; THENCE S 26°22'26" W A DISTANCE OF 78.76 FEET; THENCE S 23°34'22" W A DISTANCE OF 86.60 FEET; THENCE S 29°16'43"W A DISTANCE OF 71.59 FEET; THENCE S 89°10'15"W A DISTANCE OF 48.17 FEET; THENCE N 84'13'50" W A DISTANCE OF 68.87 FEET; THENCE N 81°39'21" W A DISTANCE OF 58.00 FEET; THENCE S 88°31'22" W A DISTANCE OF 73.27 FEET; THENCE S 89°52'05" W A DISTANCE OF 74.62 FEET; THENCE N 86°38'30"W A DISTANCE OF 59.97 FEET; SHEET 1 OF 4 rage 5 of I _ THENCE S 02°15'48" W A DISTANCE OF 96.14 FEET; THENCE S 04°50'51" W A DISTANCE OF 102,27 FEET; THENCE,S 02°25'20" W A DISTANCE OF 149,64 FEET; THENCE S 07°13'14" W A DISTANCE OF 81.69 FEET; THENCE S 48°52'58" W A DISTANCE OF 55.18 FEET; THENCE S 71°37'57" W A DISTANCE OF 40.89 FEET; THENCE N 88°32'46"W A DISTANCE OF 141.83 FEET; THENCE S 88°29'37"W A DISTANCE OF 97.42 FEET; THENCE N 89°39'35"W A DISTANCE OF 135.85 FEET; THENCE N 89°08123" W A DISTANCE OF 108.95 FEET; THENCE N 87°54'42" W A DISTANCE OF 137.83 FEET; THENCE S 40`55'18" W A DISTANCE OF 22.02 FEET; THENCE S 06`06'28" W A DISTANCE OF 77.11 FEET; THENCE S 07`11'52" W A DISTANCE OF 132.49 FEET; THENCE S 07`08'24" W A DISTANCE OF 152.64 FEET; THENCE S 04°07'46" W A DISTANCE OF 121.96 FEET; THENCE S 07'3I'04" W A DISTANCE OF 124.64 FEET; THENCE S 08`20'22" W A DISTANCE OF 83.85 FEET; THENCE S 25°49'33" W A DISTANCE OF 37.83 FEET; THENCE S 47°59'25" W A DISTANCE OF 51.41 FEET; THENCE S 51°45'07" W A DISTANCE OF 74.36 FEET; THENCE S 51°47'20" W A DISTANCE OF 104.73 FEET; THENCE S 51°58'26" W A DISTANCE OF 128.55 FEET; THENCE S 45°42'58" W A DISTANCE OF 56.22 FEET; THENCE S 52°27'49" W A DISTANCE OF 82.31 FEET; THENCE S 49°59'31" W A DISTANCE OF 88.78 FEET; THENCE S 51°51'20" W A DISTANCE OF 94.46 FEET; THENCE S 50°46'19"W A DISTANCE OF 102.93 FEET; THENCE S 51°15109" W A DISTANCE OF 83.29 FEET; THENCE S 50051'46" W A DISTANCE OF 109,82 FEET; THENCE S 49°13'58" W A DISTANCE OF 79,67 FEET; THENCE S 51018'11" W A DISTANCE OF 172.20 FEET; THENCE S 51°10'53" W A DISTANCE OF 200.05 FEET; THENCE S 52046'54" W A DISTANCE OF 30.58 FEET; THENCE S 49°14'37" W A DISTANCE OF 104.15 FEET; THENCE S 52°46'51" W A DISTANCE OF 96.07 FEET; THENCE S 51°43133" W A DISTANCE OF 147.84 FEET; THENCE S 48°39'56" W A DISTANCE OF 36.37 FEET; THENCE N 84'45'00" W A DISTANCE OF 133.18 FEET; THENCE S 89°13'29" ''A DISTANCE OF 121.46 FEET; THENCE S 88°20'38" lib'A DISTANCE OF 118.91 FEET; THENCE N 88'43'01" W A DISTANCE OF 98.43 FEET; THENCE N 88'59'13" W A DISTANCE OF 77.80 FEET; THENCE S 80°31'23" W A DISTANCE OF 13.27 FEET; THENCE S 48°19'20" W A DISTANCE OF 22.69 FEET; THENCE S 00°57'07" W A DISTANCE OF 34.49 FEET; THENCE S 00°45'26" E A DISTANCE OF 119.90 FEET; THENCE S 00°15'35" W A DISTANCE OF 103.01 FEET; THENCE S 01°00'53" E A DISTANCE OF 99.24 FEET; THENCE S 01°53'12" W A DISTANCE OF 72.46 FEET; THENCE S 04°23'00" W A DISTANCE OF 52.96 FEET; THENCE S 41°48'13" W A DISTANCE OF 17.26 FEET; THENCE S 68°59'38" W A DISTANCE OF 26.41 FEET; THENCE N 88°31'10" W A DISTANCE OF 100.90 FEET; THENCE N 89°01'25" W A DISTANCE OF 112.75 FEET; THENCE S 89°07'39" W A DISTANCE OF 122.98 FEET; SHEET 2 OF 4 Page l.0 of 110 THENCE S 89046'43"W A DISTANCE OF 70.59 FEET; THENCE S 89°13'58" W A DISTANCE OF 159.94 FEET; THENCE N 89°37'16"W A DISTANCE OF 240.87 FEET; THENCE S 88°40'02" W A DISTANCE OF 166.89 FEET; THENCE S 8999'32" W A DISTANCE OF 184.11 FEET; THENCE S 89°23'49"W A DISTANCE OF 189.16 FEET; THENCE N 89°44'21" W A DISTANCE OF 93.45 FEET; TI IENCE S 89°39'15" W A DISTANCE OF 196.80 FEET; THENCE S 89°28'24" W A DISTANCE OF 67.13 FEET; TIIENCE S 41°06'47"W A DISTANCE OF 26.45 FEET; THENCE S 0095'43" W A DISTANCE OF 118.75 FEET; THENCE S 01°43'01" W A DISTANCE OF 105.72 FEET; THENCE S 03°18'52" W A DISTANCE OF 165.99 FEET; THENCE S 02°11'04" W A DISTANCE OF 115.64 FEET; THENCE S 01°43'01" W A DISTANCE OF 145.69 FEET; THENCE S 07024'50" W A DISTANCE OF 107.70 FEET; THENCE S 28°32'55" W A DISTANCE OF 3I.17 FEET; THENCE S 51°24'00" W A DISTANCE OF 42.37 FEET; THENCE S 09011'15" W A DISTANCE OF 47.74 FEET; THENCE S 02°14'28" W A DISTANCE OF 98.75 FEET; THENCE S 04°43'32" W A DISTANCE OF 166.81 FEET; THENCE S 00°25'06" W A DISTANCE OF 82.79 FEET; THENCE S 02042'44" W A DISTANCE OF 146.20 FEET; THENCE S 05°15'28"W A DISTANCE OF 113.45 FEET; THENCE S 0394'14" W A DISTANCE OF 156.22 FEET; THENCE S 05°06'20" W A DISTANCE OF 97.63 FEET; THENCE S 25°26'40" W A DISTANCE OF 45.35 FEET; THENCE S 55°43'03"Vo'A DISTANCE OF 34.61 FEET; THENCE S 86°14'12" W A DISTANCE OF 69.57 FEET; THENCE N 88°41'18" W A DISTANCE OF 115.92 FEET; THENCE S 88°18'29" W A DISTANCE OF 131.51 FEET; THENCE N 89°1E141' W A DISTANCE OF 99.12 FEET; THENCE N 88032'55" W A DISTANCE OF 119.46 FEET; THENCE N 85°56'30" W A DISTANCE OF 95.13 FEET; THENCE N 88°47'07" W A DISTANCE OF 137.39 FEET; THENCE N 89°02'52" W A DISTANCE OF 125.10 FEET; THENCE N 74°39'30"W A DISTANCE OF 8.34 FEET; THENCE S 89°5.5'45" W A DISTANCE OF 99.35 FEET; THENCE N 89°16'01" W A DISTANCE OF 75.76 FEET; THENCE N 88°36'52" W A DISTANCE OF 98.69 FEET; THENCE S 88°23'02" W A DISTANCE OF 18.59 FEET; THENCE N 00°15'51' W A DISTANCE OF 305.73 FEET; THENCE N 44°44'09" E A DISTANCE OF 25.46 FEET; THENCE N 00015'W'' W A DISTANCE OF 80.00 FEET; THENCE N 45°16'37" W A DISTANCE OF 42.43 FEET TO AN INTERSECTION WITH A LINE 166.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 22; THENCE ALONG SAID PARALLEL LINE N 00°1637'1W A DISTANCE OF 1099.22 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 54041.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 00°51'01" AN ARC DISTANCE OF 801.94 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 54959.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 00°51'46" AN ARC DISTANCE OF 827.58 FEET TO AN INTERSECTION WITH A LINE 154.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 22; THENCE ALONG SAID PARALLEL LINE N 00°15'52"W A DISTANCE OF 1506.91 FEET; THENCE N 06°34'42" E A DISTANCE OF 100.72 FEET; SHEET 3 014 Page 1-' of 1 jj _ �3 THENCE N 00°15'52" W A DISTANCE OF 383.47 FEET; THENCE S 89°44'08" W A DISTANCE OF 3.00 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 9.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGI I A CENTRAL ANGLE OF 90°00'O0" AN ARC DISTANCE OF 14.14 FEET; THENCE N 00°15'52" W A DISTANCE OF 595.61 FEET; THENCE N 45°56'24" E A DISTANCE OF 159.97 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 540.02 ACRES. REF.ABB DWG#12102-SD2 (SRA TRACT 2-REV4.DOC) SHEET 4 OF 4 Page of I LP EXHIBIT D-2 Cofer County COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLES,FLORIDA 34104 www.colliergov.net (239)252-2400 FAX:(239)252-6358 COVENANT OF UNIFIED CONTROL The undersigned do hereby swear or affirm that we are the fee simple titleholders and owners of record of property Gaiter Land Holdup,LTD. commonly known as 2550 Good etln Road North,Suite 100,Naples,FL 34103 (Street address and City,State and Zip Code) and legally described in Attachment A attached hereto. The property described herein is the subject of an application for RF.erOrasa SRA ,We hearby designate Pnlrlcl•Ueer legal representative thereof, as the legal representatives of the property and as such,these individuals are author zed 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 appltatlons,plans,surveys,and studies necessary to obtain zoning approval on the site.These representatives w1I 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 recognize 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 the 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 prom the provisions of the approved plans or a fa'lure to comply with any requirements,conditions,or safeguards provided for In the planned unit development process will constitute a violation of the Land Development Code, 4, All terms and conditions of the Rivergrass 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 Rivergrass 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 Rivergrass 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 planned unit deveiopmen:and the County may stop ongoing construction activity until the project is •ro ght I o compliance with all terms,conditions and safeguards of the Rivergrass SM deve • lent, J / AZ1,e4 Owner Ow eye r I Printed Name Printed Name STATE OF FLORIDA) COUNTY OF COWER) Sworn to(or affirmed)and subscribed before me this two day of -)11— .201 by 9111-444-L who is personally known to me or has produced as identification, Valerie L.Pike NotaryPublic 113`!1" Noise Public•elate elFioiIda .,e` Commiasle mNGG2210D (Name typed,printed or stamped) �y,F■•' Expires 00/17/2020 \r c February I,2019 Page of AL Page 8 of 11 w illow. :: ::GAGNOLI ■■■■L::: ::::L LBARBER & mailuti■ :='BRUNDAGE, INC. Professional Engineers, Planners & Land Surveyors (:ellicr County:7400 Tnnxnro!'Prail N.•Napla.N.-34108 Ph.;(239)397-3111-Fax:(239)366.2203 ATTACHMENT A LEGAL DESCRIPTION OF RIVERGRASS SRA,TRACT 1 ALL THAT PART SECTIONS 10, 14 AND 15,TOWNSHIP 48 SOUTH, RANGE 28 EAST, COLLIER COUNTY,FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE AFORESAID SECTION 15; THENCE N 01°27'11" W ALONG THE WEST LINE OF SAID SECTION 15 A DISTANCE OF 150.03 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 15; THENCE ALONG SA:D PARALLEL LINE N 89°44'36" E A DISTANCE OF 273.61 FEET TO THE POINT OF BEGINNING OF THE TRACT HEREIN BEING DESCRIBED, SAID POINT OF BEGINNING OF TRACT I HAVING A NORTHING COORDINATE VALUE OF 712883.79 AND AN EASTING COORDINATE VALUE OF 488298.90 BASED ON THE FLORIDA STATE PLANE EAST ZONE, 83!90 ADJUSTMENT; THENCE LEAVING SAID PARALLEL LINE N 46°15'52" W.A DISTANCE OF 168.06 FEET; THENCE N 01°15'52" W A DISTANCE OF 98.04 FEET; THENCE N 05°34'42" E A DISTANCE OF 100.72 FEET; THENCE N 01°15'52" W A DISTANCE OF 284.23 FEET; THENCE S 88°32'49" W A DISTANCE OF 2.97 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 9.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°11'19"AN ARC DISTANCE OF 14.17 FEET; THENCE N 01°15'52" W A DISTANCE OF 217.77 FEET; THENCE N 43°32'49" E A DISTANCE OF 38.77 FEET; THENCE N 01°27'11" W A DISTANCE OF 80.00 FEET; THENCE N 46°27'11" W A DIS'T'ANCE OF 56.86 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 89°21'09" W AND HAVING A RADIUS OF 22049.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°41'22"AN ARC DISTANCE OF 1035.01 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 22951.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°53'02"AN ARC DISTANCE OF 754.62 FEET TO AN INTERSECTION WITH A LINE 122,50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 15; THENCE ALONG SAID PARALLEL LINE N 01°27'11" W A DISTANCE OF 1961.17 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 42951.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°01'22" AN ARC DISTANCE OF 766.64 FEET TO AN INTERSECTION WITH A LINE 125.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 10; THENCE ALONG SAID PARALLEL LINE N 00°25'50"W A DISTANCE OF 144.64 FEET; THENCE LEAVING SAID PARALLEL LINE N 06°24'31" E A DISTANCE OF 100.77 FEET; THENCE N 00°25'50" W A DISTANCE OF 372.62 FEET; THENCE N 44°34110" E A DISTANCE OF 67.37 FEET; THENCE N 00°25'50" W A DISTANCE OF 80.00 FEET; THENCE S 89'34'10"W A DISTANCE OF 12.00 FEET, SHEET 1 OF 3 Page, I D of (.,r' THENCE N 45°25'50" W A DISTANCE OF 67.37 FEET TO AN INTERSECTION WITH A LINE 125.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF AFORESAID SECTION 10; THENCE ALONG SAID PARALLEL LINEN 00°25'50" W A DISTANCE OF 1331.88 FEET; THENCE LEAVING SAID PARALLEL LINE N 51°59'09" E A DISTANCE OF 1784,63 FEET; THENCE S 43°35'16"E A DISTANCE OF 112.09 FEET; THENCE S 54°40'31" E A DISTANCE OF 129.64 FEET; THENCE S 24°40'19" E A DISTANCE OF 433.97 FEET; THENCE S 25°23'25" E A DISTANCE OF 231.30 FEET; THENCE S 27°32'27" E A DISTANCE OF 92.23 FEET; THENCE S 27°32'27" E A DISTANCE OF 71.38 FEET; THENCE S 21°54'03" F A DISTANCE OF 117.24 FEET; THENCE S 24°19'16" E A DISTANCE OF 174.92 FEET; THENCE S 12°23'41" W A DISTANCE OF 2.34 FEET; THENCE S 32°09'27" W A DISTANCE OF 339.25 FEET; THENCE S 52°01'13" W A DISTANCE OF 100.40 FEET; THENCE S 60°42'36" W A DISTANCE OF 566.48 FEET; THENCE S 22°58'58" W A DISTANCE OF 25.53 FEET; THENCE S 17°42'38" E A DISTANCE OF 185.76 FEET; THENCE S 08°50'57" E A DISTANCE OF 84.78 FEET; THENCE S 00°37'18" E A DISTANCE OF 111.35 FEET; THENCE S 06°25'55" W A DISTANCE OF 579.63 FEET; THENCE S 04°51'04" W A DISTANCE OF 1008.13 FEET; THENCE S 04°03'32" W A DISTANCE OF 227.10 FEET; THENCE S 07°36'03" E A DISTANCE OF 307.77 FEET; THENCE S 02°55'35" E A DISTANCE OF 450.55 FEET; THENCE S 02°50'32" E A DISTANCE OF 532.54 FEET; THENCE S 87°41'14" E A DISTANCE OF 100.82 FEET; THENCE S 89°24'35" E A DISTANCE OF 37.91 FEET; THENCE S 89°24'02" E A DISTANCE OF 81.30 FEET; THENCE N 84'39'21' E A DISTANCE OF 75.01 FEET; THENCE N 88'33'44" E A DISTANCE OF 59.98 FEET; THENCE N 87'35'40" E A DISTANCE OF 139.27 FEET; THENCE S 84°42'44" E A DISTANCE OF 130.07 FEET; THENCE S 89°32'11" E A DISTANCE OF 147.65 FEET; THENCE S 89°52'52" E A DISTANCE OF 156.15 FEET; THENCE S 88°57'20" E A DISTANCE OF 188.96 FEET; THENCE S 89°41'06" E A DISTANCE OF 131.58 FEET; THENCE N 89'41'36" E A DISTANCE OF 177.16 FEET; THENCE S 89°26'36" E A DISTANCE OF 147.86 FEET; THENCE S 84°43'55" E A DISTANCE OF 101.39 FEET; THENCE S 41°55'22" E A DISTANCE OF 47.92 FEET; THENCE S 19°09'53" E A DISTANCE OF 111.96 FEET; THENCE S 16°32'54" E A DISTANCE OF 153.04 FEET; THENCE S 15°10'48" E A DISTANCE OF 136.90 FEET; THENCE S 16°15'30" E A DISTANCE OF 151.98 FEET; THENCE S 20°19'26" E A DISTANCE OF 103.56 FEET; THENCE S 15°22'59" E A DISTANCE OF 129.81 FEET; THENCE S 14°53'35" E A DISTANCE OF 209.16 FEET; THENCE S 1510'56" E A DISTANCE OF 129.48 FEET; THENCE S 12°02'51" E A DISTANCE OF 126.36 FEET; THENCE S 02°40'13" W A DISTANCE OF 140.11 FEET; THENCE S OI°53'41" W A DISTANCE OF 155.98 FEET; THENCE S 0I°52'27" W A DISTANCE OF 127.99 FEET; THENCE S 02°03'44" W A DISTANCE OF 131.45 FEET; THENCE S 01°42'03" W A DISTANCE OF 100.08 FEET; THENCE S 02°55'04" W A DISTANCE OF 105.23 FEET; SHEET 2 OF 3 Page J of THENCE S 02°38'14" W A DISTANCE OF 339,69 FEET; TI-IENCE S 07°27'21" E A DISTANCE OF 62.88 FEET; THENCE S 88°18'24" E A DISTANCE OF 115.67 FEET; THENCE N 89°56'54" E A DISTANCE OF 233.19 FEET; THENCE N 88°55'25"E A DISTANCE OF 127.66 FEET; THENCE N 89°10'46" E A DISTANCE OF 196.35 FEET; THENCE N 89°57'03" E A DISTANCE OF 161.31 FEET; THENCE N 88°48'44" E A DISTANCE OF 199.43 FEET; THENCE N 89°29'45'E A DISTANCE OF 274.04 FEET; THENCE N 89°15'30" E A DISTANCE OF 181.32 FEET; THENCE N 88°24'35" E A DISTANCE OF 99.68 FEET; THENCE N 89°41'41" E A DISTANCE OF 88.89 FEET; THENCE N 88'5620" E A DISTANCE OF 108.92 FEET; THENCE N 89'19'04" E A DISTANCE OF 161.23 FEET; THENCE S 88°39'37" E A DISTANCE OF 106.23 FEET; THENCE S 89°55'34" E A DISTANCE OF 148.00 FEET; THENCE N 88°27'14" E A DISTANCE OF 147.30 FEET; THENCE S 87°1 879"E A DISTANCE OF 135.47 FEET; THENCE S 26°41'05"E A DISTANCE OF 76.71 FEET; THENCE S 01°02'04" E A DISTANCE OF 108.01 FEET; THENCE S 0I°46153." W A DISTANCE OF 128.59 FEET; THENCE S 01°59'21" W A DISTANCE OF 164.22 FEET; THENCE S 01°53'56" W A DISTANCE OF 115.91 FEET; THENCE S O1°58'46" W A DISTANCE OF 159.80 FEET; THENCE S 00°08'30" W A DISTANCE OF 113.36 FEET; THENCE S 03°38'14' W A DISTANCE OF 130.20 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF THE AFORESAID SECTION 14; THENCE ALONG SAID PARALLEL LINE S 89°44'31"W A DISTANCE OF 427.12 FEET; THENCE S 89'44'43" W ALONG A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 15 A DISTANCE OF 2667,40 FEET; THENCE S 89°44'36" W ALONG A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 15 A DISTANCE OF 2400.70 FEET TO T1-1E POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 457.51 ACRES. REF.ABB DWG #12102-SDI (SRA TRACT I-REv4.DOC) SHEET 3 OF 3 Page f>oflLS 'MUM 1 "UUPL I. LI ■■■■■. ""01'BARBER & ■■■■■■ ■■■■■■r RUNDAGE, INC. Professional Engineers, Planners & Land Surveyors (:niticr Cn"nty:7400 Tnmiami Trail N.•Naples,CL-34108 Iii.::239)S97-111 I-Fac(239).566-2203 ATTACHMENT A LEGAL DESCRIPTION OF RIVERGRASS SRA.TRACT 2 ALL THAT PART SECTIONS 22, 23 AND 27,TOWNSI1IP48 SOUTH,RANGE 28 EAST,COLLIER COUNTY,FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE AFORESAID SECTION 22; THENCE S 00°15'52" E ALONG THE WEST LINE OF SAID SECTION 22 A DISTANCE OF 50.00 FEET TO AN INTERSECTION WITH A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 22; THENCE ALONG SAID PARALLEL LINE N 89°44'36"E A DISTANCE OF 269.97 FEET TO THE POINT OF BEGINNING OF THE TRACT HEREIN BEING DESCRIBED,SAID POINT OF BEGINNING OF TRACT 2 HAVING A NORTHING COORDINATE VALUE OF 712683.79 AND AN EASTING COORDINATE VALUE OF 488299.30 BASED ON THE FLORIDA STATE PLANE EAST ZONE,83/90 ADJUSTMENT; THENCE CONTINUING ALONG SAID PARALLEL LINE N 89'44'36" E A DISTANCE OF 2401.19 FEET; THENCE N 89°44'43'E ALONG A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 22 A DISTANCE OF 2667.40 FEET; THENCE N 89°44'31" E ALONG A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF NORTHWEST QUARTER OF AFORESAID SECTION 23 A DISTANCE OF 906.16 FEET; THENCE LEAVING SAID PARALLEL LINE S 00°15'17"E A DISTANCE OF 240.22 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 1260.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 11°31'33"AN ARC DISTANCE OF 253.47 FEET; THENCE S 88°46'59" E A DISTANCE OF 91.02 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 112.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64°09'25" AN ARC DISTANCE OF 125.41 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 452.50 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°22'04" AN ARC DISTANCE OF 224,04 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 86°32'48" AN ARC DISTANCE OF 219.03 FEET TO THE BEGINNING OFA REVERSE CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64°54146" AN ARC DISTANCE OF 164.28 FEET; THENCE S 26°22'26" W A DISTANCE OF 78.76 FEET; THENCE S 23°3422" W A DISTANCE OF 86.60 FEET; THENCE S 29°16'43" W A DISTANCE OF 71.59 FEET; THENCE S 89°10'15'1 W A DISTANCE OF 48.17 FEET; THENCE N 84'13'50" W A DISTANCE OF 68.87 FEET; THENCE N 81'3921" W A DISTANCE OF 58.00 FEET; THENCE S 88°3I'22" W A DISTANCE OF 73.27 FEET; THENCE S 89°52'05" W A DISTANCE OF 74.62 FEET; THENCE N 86'38'30" W A DISTANCE OF 59.97 FEET; SHEET1OF4 Page LI of ILe THENCE S 02°15'48" W A DISTANCE OF 96.14 FEET; THENCE S 04°50'5I" W A DISTANCE OF 102.27 FEET; THENCE S 02°2520" W A DISTANCE OF 149.64 FEET; THENCE S 07°13'14" W A DISTANCE OF 81.69 FEET; THENCE S 48°52'58" W A DISTANCE OF 55.18 FEET; THENCE S 71`37'57" W A DISTANCE OF 40.89 FEET; THENCE N 88"32'46" W A DISTANCE OF 141.83 FEET; THENCE S 88°29'37" W A DISTANCE OF 97.42 FEET; THENCE N 89°39'35" W A DISTANCE OF 135.85 FEET; THENCE N 89°08'23" W A DISTANCE OF 108.95 FEET; THENCE N 87°54'42" W A DISTANCE OF 137.83 FEET; THENCE S 40055'18" W A DISTANCE OF 22.02 FEET; THENCE S 06°062B" W A DISTANCE OF 77.11 FEET; THENCE S 07'11'52" W A DISTANCE OF 132.49 FEET; TI IENCE S 07°08'24" W A DISTANCE OF 152.64 FEET; THENCE S 04°07'46" W A DISTANCE OF 121.96 FEET; THENCE S 07°31'04" W A DISTANCE OF 124.64 FEET; TI IENCE S 08°20'22" W A DISTANCE OF 83.85 FEET; THENCE S 25049'33" W A DISTANCE OF 37.83 FEET; THENCE S 47°59'25" W A DISTANCE OF 51,41 FEET; THENCE S 51°45'07" W A DISTANCE OF 74.36 FEET; THENCE S 51`47'20" W A DISTANCE OF 104.73 FEET; THENCE S 51°5826" W A DISTANCE OF 128.55 FEET; THENCE S 45°42'58" W A DISTANCE OF 56.22 FEET; THENCE S 52`27'49" W A DISTANCE OF 82.31 FEET; THENCE S 49°59'31" W A DISTANCE OF 88.78 FEET; THENCE S 51°5I'20" W A DISTANCE OF 94,46 FEET; THENCE S 50°46'19"W A DISTANCE OF 102.93 FEET; THENCE S 51°15'09" W A DISTANCE OF 83.29 FEET; THENCE S 50°51'46" W A DISTANCE OF 109.82 FEET; THENCE S 49'13'58" W A DISTANCE OF 79.67 FEET; THENCE S 51'18'11" W A DISTANCE OF 172.20 FEET; THENCE S 51`10'53" W A DISTANCE OF 200.05 FEET; THENCE S 52°46'54" W A DISTANCE OF 30.58 FEET; THENCE S 49'14'37" W A DISTANCE OF 104.15 FEET; THENCE S 52046'51" W A DISTANCE OF 96.07 FEET; THENCE S 510433'33" W A DISTANCE OF 147.84 FEET; THENCE S 48039'56" W A DIS'T'ANCE OF 36.37 FEET; THENCE N 84°45'00"W A DISTANCE OF 133.18 FEET; THENCE S 89°13'29" W A DISTANCE OF 121.46 FEET; THENCE S 88020'38" W A DISTANCE OF 118.91 FEET; THENCE N 88°43'0I" W A DISTANCE OF 98.43 FEET; TI IENCE N 88°59'13"W A DISTANCE OF 77.80 FEET; THENCE S 80°31'23" W A DISTANCE OF 13.27 FEET; THENCE S48°19'20" W A DISTANCE OF 22,69 FEET; THENCE S 00057'07" W A DISTANCE OF 34.49 FEET; THENCE S 00°45'26" E A DISTANCE OF 119.90 FEET; THENCE S 00°15'35" W A DISTANCE OF 103,01 FEET; THENCE S 01`00'53" E A DISTANCE OF 99.24 FEET; THENCE S 01053'12" W A DISTANCE OF 72.46 FEET; THENCE S 04°23'00" W A DISTANCE OF 52.96 FEET; THENCE S41°48'13" W A DISTANCE OF 17.26 FEET; THENCE S 68°59'38" W'A DISTANCE OF 26.41 FEET; THENCE N 88°31'10"W A DISTANCE OF 100.90 FEET; TI IENCE N 89°0175"W A DISTANCE OF 112.75 FEET; THENCE S 89°07'39" W A DISTANCE OF 122.98 FEET; SHEET 2 OF 4 Page l./off t TI-IENCE S 89°46'43" W A DISTANCE OF 70.59 FEET; THENCE S 89'13'58" W A DISTANCE OF 159.94 FEET; TIIENCE N 89°37'16" W A DISTANCE OF 240.87 FEET; TI-IENCE S 88`40'02" W A DISTANCE OF 166.89 FEET; THENCE S 89°59'32" Vi A DISTANCE OF 184.11 FEET; THENCE S 89°23'49" W A DISTANCE OF 189.16 FEET; THENCE N 89°44'21" W A DISTANCE OF 93.45 FEET; THENCE S 89°39'15" W A DISTANCE OF 196.80 FEET; THENCE S 89°2824" W A DISTANCE OF 67.13 FEET; THENCE S 41°06'47" W A DISTANCE OF 26.45 FEET; THENCE S 00°55'43" W A DISTANCE OF 118.75 FEET; THENCE S 01°43'01" W A DISTANCE OF 105.72 FEET; THENCE S 03°18'52" W A DISTANCE OF 165,99 FEET; THENCE S 02°11'04" W A DISTANCE OF 115.64 FEET; THENCE S 01°43'01" W A DISTANCE OF 145.69 FEET; THENCE S 07°24'50" W A DISTANCE OF 107.70 FEET; THENCE S 28°32'55" W A DISTANCE OF 31.17 FEET; THENCE S 51°24'00"W A DISTANCE OF 42.37 FEET; THENCE S 09°11'15"W A DISTANCE OF 47.74 FEET; THENCE S 02°14'28" W A DISTANCE OF 98.75 FEET; THENCE S 04°43'32"W A DISTANCE OF 166.81 FEET; THENCE S 00°25'06"W A DISTANCE OF 82.79 FEET; THENCE S 02°42'44"W A DISTANCE OF 146.20 FEET; THENCE S 05°15'28"W A DISTANCE OF 113.45 FEET; THENCE S 03°54'14"W A DISTANCE OF 156.22 FEET; THENCE S 05°0620" W A DISTANCE OF 97.63 FEET; 'I'HENCE S 25°26'40" W A DISTANCE OF 45.35 FEET; THENCE S 55°43'03" W A DISTANCE OF 34.61 FEET; THENCE S 86°14'12" W A DISTANCE OF 69.57 FEET; THENCE N 88°41'.8" W A DISTANCE OF 115.92 FEET; THENCE S 88°18'29" W A DISTANCE OF 131.51 FEET; THENCE N 8991'14" W A DISTANCE OF 99.12 FEET; THENCE N 88°32'55" W A DISTANCE OF 119.46 FEET; THENCE N 85°56'30"W A DISTANCE OF 95.13 FEET; THENCE N 88°47'07"W A DISTANCE OF 137.39 FEET; THENCE N 89°02'52" W A DISTANCE OF 125.10 FEET; THENCE N 74°39'30" W A DISTANCE OF 8.34 FEET; THENCE S 89'55'45" W A DISTANCE OF 99.35 FEET; THENCE N 89°16'01"W A DISTANCE OF 75.76 FEET; THENCE N 88°36'52" W A DISTANCE OF 98.69 FEET; THENCE S 88°23'02" W A DISTANCE OF 18.59 FEET; THENCE N 00°15'51" W A DISTANCE OF 305.73 FEET; THENCE N 44°44'09"E A DISTANCE OF 25.46 FEET; THENCE N 0095'51" W A DISTANCE OF 80.00 FEET; THENCE N 45°16'37" W A DISTANCE OF 42.43 FEET TO AN INTERSECTION WITH A LINE 166.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 22; THENCE ALONG SAID PARALLEL LINE N 00°16'37" W A DISTANCE OF 1099.22 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 54041.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 00°51'0 I"AN ARC DISTANCE OF 801.94 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 54959.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 00°51'46"AN ARC DISTANCE OF 82738 FEET TO AN INTERSECTION WITH A LINE 154.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 22; THENCE ALONG SAID PARALLEL LINE N 0095'52"W A DISTANCE OF 1506.91 FEET; THENCE N 06°34'42" E A DISTANCE OF 100.72 FEET; SHEET 3OF4 Page i of ILC THENCE N 00°15'52" W A DISTANCE OF 383.47 FEET; THENCE S 89°44'08" W A DISTANCE OF 3.00 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 9.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°00'00"AN ARC DISTANCE OF 14,14 FEET; THENCE N 00°15'52"W A DISTANCE OF 595.61 FEET; THENCE N 45°56'24" E A DISTANCE OF 159.97 FEET TO THE POINT OF BEGINNING OF THE PARCEL. HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 540.02 ACRES. REF. ABB DWG#12102-SD2 (SRA TRACT 2•RI:V4.I)OC) SHEET 4 OF 4 Page of Exhibit E - bOLc(UAt RIVERGRASS SRA NATURAL RESOURCE INDEX ASSESSMENT Revised October 2019 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 Page of Project No. 05CEM1481 TABLE OF CONTENTS Page 1.0 Introduction 1 2.0 WRA Delineation 1 3.0 Verification of NRI Values 2 Page,cL of AO i LIST OF EXHIBITS Page Exhibit 1. Project Location Map E-1 Exhibit 2. Aerial with Boundary E-2 Exhibit 3. Aerial with Stewardship Overlay E-3 Exhibit 4. Aerial with FLUCFCS and Wetlands Map E-4 Exhibit 5. Documented Listed Species Locations (2007-2009, 2014-2016, and 2019 Surveys) E-5 Exhibit 6. Soils Map E-6 Exhibit 7. NRI Assessment E-7 Exhibit 8. SRA Natural Resource Index Values E-8 Page, of _,_ ii 1.0 INTRODUCTION This Natural Resource Index (NRI) Assessment Report (Assessment) documents the environmental conditions and NRI scores within Rivergrass and demonstrates that Rivergrass 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, LDC, Section 4.08.00. This NRI Assessment includes the following: • A summary analysis and verification of the NRI scores. • Refined and updated land cover mapping of the SRA along with listed species survey data. • Identification of the acreage of lands, by type, within the SRA that have an NRI value greater than 1.2. • Identification of the acreage of lands, by type, included within the SRA. • Demonstrates compliance with the Suitability Criteria contained in Section 4.08.07.A.1. This SRA Designation Application involves the designation of 997.5± acres as Rivergrass located in Sections 10, 14, 15, 22, 23, and 27; Township 48 South; Range 28 East; Collier County (Exhibit 1). The location and extent of Rivergrass is indicated on Exhibit 2. Rivergrass 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. Rivergrass 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 wetlands, non-forested uplands, and forested wetlands), all of which exhibit a high degree of disturbance. There are few undisturbed native vegetation areas present within Rivergrass. Listed species data from state and federal wildlife agencies indicate occurrences of panther telemetry points, wading bird rookeries, or other listed species occurrences within the SRA. 2.0 WRA DELINEATION WRA boundaries taken from the Collier County Stewardship Overlay Map were produced from 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`I wetland and permit boundaries. The Page of c7tU 1 Stewardship Overlay digitized WRA boundaries were refined with the actual groundtruthed data. The Rivergrass SRA boundary was created so that no WRA areas were included. Exhibit 3 illustrates the refined Stewardship Overlay within the SRA boundary. 3.0 VERIFICATION OF NRI VALUES This NRI Assessment includes documentation that refines the NRI values that were assigned during the original Collier County RLSA Assessment Study. Of the six NRI Factors on the Stewardship Credit Worksheet, only two factors (i.e., Land Use-Land Cover and Listed Species Habitat) are prone to change over time or require mapping refinements. Both NRI factors have been updated for this application. While the Land Use-Land Cover mapping from the Stage 1 Report was generally accurate at the regional/planning scale, groundtruthing by Passarella & Associates, Inc. (PAI) in 2015 revealed some positional and classification errors which are rectified in this application. The updated Florida Land Use, Cover and Forms Classification System (FLUCFCS) mapping for the Rivergrass SRA is presented in Exhibit 4. This application also updates the Listed Species Habitat Index mapping for the SRA. Listed species surveys were conducted by PAI in 2007 through 2009, 2014 through 2016, and 2019; and the current listed species occurrence data and Florida panther (Puma concolor corgi) telemetry were obtained from the Florida Fish and Wildlife Conservation Commission website. A map of the updated listed species occurrences, listed species records, and Florida panther telemetry points is provided as Exhibit 5. A 2018 aerial of the SRA is provided as Exhibit 2. The U.S. Department of Agriculture-Natural Resources Conservation Services (USDA-NRCS) soils map for Rivergrass is provided in Exhibit 6. The NRI Assessment scores are presented graphically in Exhibit 7 and Exhibit 8 is a table format of the SRA values. The assessment demonstrates that no lands within the Rivergrass SRA carry a NRI value greater than 1.2. Page ' of o 2 EXHIBIT 1 PROJECT LOCATION MAP Page (Q of Ilk 7I5 LE: gy----� ... GCRKSCREW RD ® at) 111111.11wCr M � P LE tr 13_Acou 1��1DZ.l SNA '161 . 4411Ik 1 J 14 .1 ON .EACH !..i. Ad/iil 1 A iiiii)k . 10.4.--41-0,--,........,---4.,,, • . . -- 1/1 %•1%ime,im,,....L'alilinii iik- Obo. N 51111 74/ \ 83 +\ I. NAP i! ., FORT t/Y'I.ERDALE t';;*�,,��'. , K \\- • 111 ;Arne Gulf 1- ' Of 9' o L'; r Mexico "',(�r ,Y KEY WEST — ,-- a Ia. . n e . 7 RRY 1 '�' ry. ® a 9 mak. - ,... , ii• N -_. 1.....r PROJECT LOCATION I 1 .� -r v xit . . ;NA aki.rr f'1�• SEC 10, 14, 15, 22, 23, 27 tcm T ,� ` 9-ti- . I TWP 48 S RNG 28 E "oven 1 . or \ rt.: \ I W 1 �� OIL WELL] c . T Ash ",r, �� �.4' /) 5 5. %/� "°`�+ I . ir .v_ ill 1'1' ' ..C".1 A ,„ I. 41,,,,._,,ara. r. .11, . .i . _‘c. ,,. 4 ."44''‘I El , _ # Ili ... 4.1,4.,..,v.r... u,g) . ... •."....4._ _.t. ., _,... �E m- O BEACH RD .-T � •'i_] rIw i rj ` .:, q. . -.b{- vt. . . _ . .. i iGODEGATE' VD • it EXIT J 107 " • 9INE-RIDGE•RD, r f . 1 .1 . - EXIT �1�, .,,, ,,,..,,,p--•a -.:%1•,,,,,,,,, k\ • • o_,• - _ 105 4.,G., Xr -c,a 9p, i N'a �rEXI� ,i f i, ..a I M a • 11101'' "'°�, . I Y 'I .4r RABID RD ' .,,irk:• •',BLVD - 75 __ - DRAWN BY DATE H.H. 6/18/15 EXHIBIT 1.PROJECT LOCATION MAP A `R_ MED BY DATE PAS SARE LLA o� of RIVERGRASS Pak•, G.R. 6/18/15 c"ryaln"�& ASSOCIATES REVISED DATE Emingitr F.L. 10/15/19 EXHIBIT 2 AERIAL WITH BOUNDARY Page of 016 - A ,I ---•r 4047TH pkVE•NE.-elk,-— .1 i i'•" ' , r t ..,.. a•�.lS 45TH AVE.N'E� 4 \ ,r e 4111 i. -a �' — '143RD-AVE NE-YkL-1 -- L_ ,` 'No I , . 1 / ... s F - PROJECT 9.- LOCATION ") (t. .. i : i,, , :. ,t,, . , „ �� a` al . 4 il .4... i I i - -- - ....,-- ..o....- OIL WELL RD - .._ �33�R rAVE•NE-^-+--+'^- -- -- I _ - at Y at '1 , __.. 31ST-AVE NE- 4 ..0.—... i -I ., io,1,, I 4 i. I I (11 fot. r , - t .... , , ; t 4,29TH'AVEFNEj— J^ t\ N �. .�.. ..'o —k If \a I N _-_ 1 ' 'I w �. `'Oa i --_ I.1 r-3,--, �.��.M } i I U i 11 4. L r••r3,'-!' 27THlAV ,NE+--.•^'y' ' 41 , a .r , �y.� ` p - .r , I j . . . 44a RAINALL-BLVD f I1N,4 - gt.": a .. 'il ill i N NOTES: LEGEND V\, �I/ E AERIAL PHOTOGRAPHS WERE ACQUIRED S ' 'S THROUGH THE COLLIER COUNTY PROPERTY g RIVERGRASS APPRAISER'S OFFICE WITH A FLIGHT DATE OF rc DECEMBER 2018. ti PROPERTY BOUNDARY PER AGNOLI,BARBER, a BRUNDAGE,INC.DRAWING No.12088SRA23- Zpr 0 2,000 4,000 101119.DWG DATED OCTOBER II,2019. 2 Feet C DRAWN BY DATE F.L. 10/15/19 PASSARELLA EXHIBIT 2.AERIAL WITH BOUNDARY /� REVIEWED BY DATE �► 01 (9 ♦ K.C.P. 10/15/19 1t,,,g RIVERGRASS page may— REVISED DATE E I''''INS& ASSOCIATES k EXHIBIT 3 AERIAL WITH STEWARDSHIP OVERLAY Page 10 ofo?° ,77 ,L.L.I.,fir;,,, , , . .- v.- - • 1,1. 1 ,. • , k,__ •,-:. ,...,. 1 •-•-•54TH .•,. , ' •,, !., ,. i 4K,. . ,..... \,..,,_._ . ..t.. ,i.. . ., - .z z...- . z . "•,--•:..% TT. "*.toK.-it- - ,120- • fl-'.-.. ' 'c'F, --.... . ,•". \ ' ,,. \ ..., \ .,,._., : . .. ,.. '' . . . .. • ••',, , ..•! ' ` -- 4...!1C7 -; -, '• ' .', 4 - -1 :444,',, , .• • ! •.ais-t1-.---..-,..„....',--,.:' -- -,- - - - '. ._ - . 1 Z ,,„•-v..•A':1\"\\-1‘,.'-..-i.1.,,,.,.„.i....'.,:.!,,:,'.,4'.•,:,,,l,'i„H,,!.,;..',,A.mI.,,v47.4.T.,r...W.;,,.'kiTrx.l‘--:,. .'--- -{ • ,‘;;,'';'..!4,,'1,-,':... ' _____•f7'4,.'' - -I.._,,... ; ' •• •,:.::- - ' ,•-• ' *AlIPPP36 . '' ,,,' 1 •' P. A.....f,O,I T1,1---i.,47"i"H AVENE-1-- ;-1.9': --, '' ' • • ...,. . . - 1, i-- •;,:•.,,, 'I id,‘" S I .. z' '; .. _ ., i, 1 . ...- --... .' -45TH AVENE ' i- ' 11;r•-'',.,P''' ,. - •:,>:. j ,.,••',,:.,4 #,,A--,' '1., ''''"'.'-' 1 , . , ::5' ii , ',s.., ' , . ?- 43RVE - " - - : ,' ..,,,. 4 4. w ,. ..*---,it-4, , ., . . r' , • -7. - .- • . • ..' .. ,..,... ' ,,,.... ., i.. /'. RIVERGRASS • , \ !,..A '-',. • • - IA' ' ' 1 i ...-. _ _ . - .-.., .... ,...... ....,._ ,, .. ... . . ,.. -....--.... ..,.•.-• ,. ..,... ..i....,.:....:4 li., •,' .,-:,'Ai . , ' I . .,• ...,- _ ,* ...--..y , i —1 at ' —---- .i.....•-•.-); .. • I.V ' ' , 1 i ... . . .,. , ,..:-• 1 „ I ___. . _ . - o 1_,..WELL-1RD oppummoieov•avel•. . . RD,AVE-NE• _......... „_._____ ...__-_____.- I: . i i lk 4 1 , - ' ' i. I ,, IAN ' 31 ST-kt 44.E . i .. , . , ' ' • I t • ' •!. '..',, t.'I P I..,.. • -- ., .. •- . vt.StEiNE--------. r. ,. •I . - — II ' '• 4r• '. ''. .:' i. q, „( , • . : _,-', _. I - - - : 1 .--•pr274-H AV./E‘NE . / III *"'il li, 2 II 1 ,.r._, . ; ...., 4 74,..,,• ,..... ... .... ' ' q I , 1-T .-..-, „. . , •, .,* ....,r. • ._ 11.11-74-RAN D,7.12L-pLVD-r•-•-=. _ , 'ili.•' , ....,,Z;;1. .•it*.' , . .71 . Z ;,.„,4.,-,-.... .,..,,, e„, ,„„. ,• - - , ,,, vt,,, ,..,,,,,.... 1 ;:-.,„-•1'?4,..,§,- '*. b,;,._.,.,"`k-'*•, ,z,sq , _ _ _..,.. , ....„; • .. 24TH AVE 4.1E I cp-'- ( . - ,..,., ' , : ."J-.•. •.: ' ! 1 0 ,. 1_, ,..',,,,'''P.;Ss°,-,r. _s,...„_""q41.44,-,Z,;,,i . il •,v...t'll,••,,.',6 .. ,i 8 !.':...:• 0,,.;.`",.7..!\.::?,......,"...,t ,tt,*;': .• .... - --,:, ;... m..;•.• ". ... •.At`, ' ..•• !. '...... )..,7- 7'7' _-,,,,..., ' - ,'''' -, 41**i , . i 1 / / • •,,\ , ::. 4,,221,04,11/EN E '-'— -. .... '''- •!is.,. Mit •,., / _r,,,,,-.4"7A.:,..5,. - ' • • ' .,. . .-_..."...' 20TH AVE-NE' -- ' . i LI; .. 1--,- .. !•--21*- ',', ... • ii. . - .. .1- t* .0 . ,.._, . .. , _ . , . N ,2 .- ',...P.-.is!'. t 4• •— ,. , i ' 1 C • • ."--;''. 7 18TH AyE411 E --- . - - -•"' •:.1 C-1.,..- -19 , , • -!,--...4, , ."- \ ::3 .. '‘,. . .t : ‘ i •: , ,. _, _ - -- , .. 5 -AL W . FS S . — . 'I 1 LEGEND . 1 ,• .. • , .--. . ,"' . FLOW-WAY STEWARDSHIP AREA(FSA) - . • i ''': ..• 1-,.s . . ..,.,.*. ,•-i ' HABITAT STEWARDSHIP AREA (HSA) I N-, . i '\._...WRAs .4 000 ; 1•:::.. :o I ! .. .: DRAWN BY DATE F.L. 10/15/19 • EXHIBIT 3.AERIAL WITH STEWARDSHIP OVERLAY RE MED BY DATE PASSARELLA RIVERGRASS Page 1 I of 24 ,,. 10/15/19 DATE _Consult" '- "ringil.'& ASSOCIATES i 8 EXHIBIT 4 AERIAL WITH FLUCFCS AND WETLANDS MAP Page ,I Of, 7)525 FLUCFCS %OF CODES DESCRIPTIONS ACREAGE TOTAL 100 RESIDENTIAL 4.75 Ac.± 0.5% 4155 LIGHT INDUSTRIAL(AGRICULTURE OPERATIONS) 3.53 Ac.± 0.4% t ! - 210 CROPLAND AND PASTURELAND 152.20 Ac.± 15.3% 1 - -- _ 214 ROW CROPS 823.48Ac.± 82.6% 260 RURAL OPEN LAND 3.97 Ac.± 0.4% 422 BRAZILIAN PEPPER 6.44Ac.± 0.6% • 'l 4221 BRAZILIAN PEPPER,HYDRIC 0.86Ac.± 0.1% All 525 CATTLE POND 0.13Ac.± 0.0% 6259 E4 HYDRIC PINE,DISTURBED(76-100%EXOTICS) 0.13 Ac.± 0.0% • • •`y 740 DISTURBED LAND 1.40 Ac.± 0.1% ' - - 210 7401 DISTURBED LAND,HYDRIC 0.35 Ac.± . 0.0% (152.20 Ac.t) 8146 UNPAVED ROAD 0.29 Ac.± 0.0% i ''`'. TOTAL 997.53 Ac.± 100.0% 0 t «, • Ill'gr.'.",, 4 . IV w 422 + 5.88 Ac.±) i , ., t 1 SCALE:1"= 1,600' yµ f LEGEND: �" SFWMD WETLANDS _ (1.34 Ac.±) F._ jSFWMD"OTHER SURFACE /� WATERS'(0.13 Ac.±) ' + �. VN SURVEYED WETLAND LINE 1 • +... -.- - '- __ -OIL WELL ROAD- . - 1.14 o.± TI •,.,,Si -� ` (. 6259E4 r '� ��r- i �t.13Ac� ' �J _ 100 .Ilk (2.27 Ac.±) 4," � 1 - h NOTES: t' '4 '- - -...rwriorenumwommillie) i AERIAL PHOTOGRAPHS WERE ACQUIRED THROUGH THE COLLIER COUNTY _l - ,, -------�-rw+esar►1 - / PROPERTY APPRAISER'S OFFICE WITH '�. A FLIGHT DATE OF DECEMBER 2018. PROPERTY BOUNDARY PER AGNOLI, BARBER,&BRUNDAGE, INC. DRAWING ' - I No. I2088SRA23-101119.ow DATED '. .•�,,,�.� __._ 1 i OCTOBER II,2019. ^- - - WETLAND LINES PER ABB, INC. DRAWING No.JDL-N-WORKSHEET TO •. .'. KPI5JUN07.owc DATED JUNE 15, 2007. w '" •......r..-....� "' - FLUCFCS LINES ESTIMATED FROM 1"=200' AERIAL PHOTOGRAPHS AND t ' •4 ry� 'i'''t `t: LOCATIONS APPROXIMATED. f _ FLUCFCS PER FLORIDA LAND USE, �'*'� I ' �,: ` COVER AND FORMS CLASSIFICATION _ ' E V . SYSTEM(FLUCFCS)(FDOT 1999). DRAWN .ATE I EXHIBIT 4.AERIAL WITH FLUCFCS AND WETLANDS MAP REVIEWED BY 12/DATE 18 1s RIVERGRASS K.C.P. 12/18/1s PASSARELLA. VISED DATE 1 ,1& ASSOCIATES Page �_�_0 'iH.H. 10/15/19 EXHIBIT 5 DOCUMENTED LISTED SPECIES LOCATIONS (2007-2009, 2014-2016, and 2019 SURVEYS) Page,'.,ofo2Lo 47TH'AVENE._:L.:.�.. ..]?•_:, L'kt to - q e r, S' n r �y�y��" 4 i r'� .45TH AVE.N �.��:_. {... \\ SHCR I <F p - �v i E C I WOST t 1;xf�11 r,;ti '_ivs. ,i --- _�,: - PROJECT ° t1111146144, -4 .. 43RDAVENE '�- �,0 / LOCATION • 1r a 4 A 1 i,_ AA \ \ Z. r ti - _, t SHCR TCHE , t. - �,,) , t • FPS i AA t. i t ,LBHE 1"'. ' .., i i KUN LEGEND i' yAA to '.__. y' ` RIVERGRASS fitA 2018 FWCC PANTHER TELEMETRY �' S ' ` Ir . 2007 -2009 LISTED SPECIES SURVEYS i 1 I11. 1 i1 CHE FPS LBHE • AA, AMERICAN ALLIGATOR . ..- - -- - TCHE BE, BALD EAGLE '5 LBHE • FPS, FLORIDA PANTHER E • LBHE, LITTLE BLUE HERON P LBHE • SHCR, FLORIDA SANDHILL CRANE N TCHE, TRI-COLORED HERON , '�'"�-' - ,�.__ — O WOST, WOOD STORK { - 'LB E i' 1 7.3 -� 2014 -2016 LISTED SPECIES SURVEYS �_$ -. I t v,. —� • AA, AMERICAN ALLIGATOR "" �, �• - � • 2019 LISTED SPECIES SURVEYv I)? a. ♦ AA, AMERICAN ALLIGATOR 4: • LBHE, LITTLE BLUE HERON - TCHE, TRI-COLORED HERON01/4 , 1 WOST, WOOD STORK 3. 3 N Z I .......> _ M1J T� `,V„ LBHE V1' I\.. _I .. - �.....+ar / TCHE a or> . o. s * ( .--------- 0 1,000 2,000 "�'�' r -1 - Feet i f I IN .,IN NOTES: * .. • AERIAL PHOTOGRAPHS WERE ACQUIRED r 3 THROUGH THE COLLIER COUNTY PROPERTY ` .,, fi • APPRAISER'S OFFICE WITH A FLIGHT DATE OF y i? 2 DECEMBER 2018. - 1 F2, wosT � 4er I t- lilt PROPERTY BOUNDARY PER AGNOLI,BARBER, ••+�-• JJ ,f &BRUNDAGE,INC.DRAWING No.12088SRA23- - LBHE — -LBHE IWIII t i V 'i'+ Shk ii",101119.Dw0 DATED OCTOBER II,2019. 4 Luk' o �( ,, ,",,, , , 1,„ DRAWN BY DATE • EXHIBIT 5.DOCUMENTED LISTED SPECIES LOCATIONS H.H. 12/18/18 REVIEWED BY DATE PASSARELLA (2007-2009,2014.2016,AND 2019 SURV S) K.C.P. 12/18/18 c,,,,.,,,lrl„r RIVERGRASS REVISED DATE -.Eroiosl,ts& ASSOCIATES g Pagel 01?� F.L. 10/15/19 EXHIBIT 6 SOILS MAP Page 11/2 of C" 7TH AVE NE- .Y-<191 �t ,:. - i , ' . \ j f --h45TH'AVENEi.��.. -..,..__ _ \ . _ .___ vs- 1 r4* ri stl {f,4��� 1 ppi / ,#".11.- 77. ..n.d 43 RD/AE.NNE ��—..-'4-- :1'''1.1',ITt''•+11',. " i' PROJECT t., ``p!tea:-. i. - . LOCATION •• 4 } c q I l'M • ` s I , . it r .. 3RDVEME . ,ir lir +- �_- -4 1111 —15 • A ` �.. _— + �..... ~ ;.L...+iF�- 4 --39ST-AVE NE'. -F_ _ �����l .. { y .1 1: 4 q h _ I ,1A\\ ler 41.' .' • _._-,�..• 29TH `E� E - /1 iii ., {� I { 1 .,4a41147-- z .i..r.ri- - �.5 a\ •. 4 -a,...,�... ...�Q�•�274H',AV E'N�tE_6*.----:-E" .—_.-- -p- 1' J� ..0 t L=7_L RANDAL-L�BLVD - ! �"'-+.�, / 1 j k1.� ,,,1. 1-24TH-AVE-NE ( $ � I F- f !r NOTES:. LEGEND SOIL UNIT NAME NSLP CLASSIFICATION 7 IMMOKALEE FINE SAND FLATWOOD SOILS ROADWAY NETWORKS WERE ACQUIRED 17 BASINGER FINE SAND FLATS(TRANSITIONAL)SOILS FROM THE FLORIDA GEOGRAPHIC DATA rc RIVERGRASSLIBRARY WEBSITE. i 23 HOLOPAW AND OKEELANTA SOILS,DEPRESSIONAL SAND DEPRESSION 0 25 BOCA,RMERA,UMESTONE SUBSTRATUM AND COPELAND FS,DEPRESSIONAL SAND DEPRESSION SOILS MAPPING WAS ACQUIRED FROM THE FLORIDA GEOGRAPHIC DATA LIBRARY 0 1,000 2,000 WEBSITE OCTOBER 2007 AND CREATED BY THE NATURAL RESOURCES CONSERVATION Feet SERVICE 1990. V ci DRAWN BY DATE H.H. 12/18/18 EXHIBIT 6. SOILS MAP REVIEWED BY DATE PASSARELLA K.C.P. 12/18/18 RIVERGRASS .^'''�/� /� `�"°"'"" A rage �of 11L, J/ REVISED DATE -TI'gi'"& l 1S SO C IATES s��+ F.L. 10/15/19 EXHIBIT 7 NRI ASSESSMENT Page I of 0 Le' �•;r N f' 4 �M n - �`, s,', ��.. v.-j '' r``? n Yom. >ti / / , ei:,,,,.,,,\ p� � 3elir • 4 TH VE 1 E ,,,�„ w +w\ f i•�1if • �r�� tty�Y�. � li `'' ',i '.kilt n %,,,' ` T .. �' «• r% PROJECT 43RD •VE1NE�` ,' w r., • LOCATION ^may f . .. \ , , v��3- ..-..2.-,:-.^..-',.....-- _ 4" * A* 9-4 • Sr i3 i ,' 0, 4, 1 rf. . •, o ..sir• 1• ra,. • _ _._-- . ;1 a33_RDVE•NE-.--_ .ice rr; �-� , 01 Elf frojiiiii .-L 4..---- 31ST-AVE NE - .., a ` (j I I I /, ,,,\ 2 y ' o - '29E NE1 �. +.. f -,w (u 0 it , ~ `\'NO '1; i , 1 ,1 i 1� 6 : — BLVD-BL•VD r �1 �7� i L� ��.+ :.'�'(: S�'" 'N, �V1 � 1 i. z i * ,i a 1,,,t-r+'r ,4 Y r ti \, LEGEND L. N RIVERGRASS NOTES. S VALUE V\' E AERIAL PHOTOGRAPHS WERE ACQUIRED a THROUGH THE COLLIER COUNTY PROPERTY _ O 0.2 APPRAISER'S OFFICE WITH A FLIGHT DATE OF DECEMBER 2018. 0 0.r. O 0.5 S PROPERTY BOUNDARY PER AGNOLI.BARBER• _ 8 BRUNDAGE•INC.DRAWING No.I2088SRA23- 0 0.6 0 1,500 3,000 101119.DWG DATED OCTOBER II.2019. Feet DRAWN BY DATE F.L. 10/15/19 EXHIBIT 7.NRI ASSESSMENT REVIEWLDE\ DATE. PASSARELLA :11 Page da of 2u K.C.P. 10/15/19 c:onaJring RIVERGRASS REVItiED DATE F''''"g'''' & ASSOCIATES 1 t 47TH(AVE,NE -..' 5 _ •I - .-- -.._/ ,� r 4 _. qy. _i) .21•^-•^45TH AVE�NE { M, a _i'". _ � PROJECT /, -' . \ 4. ' 43RD AVE-Nit...a —• ,i ,n LOCATION \ ,,,,r„+ . ;4' a 1S� ,...... C�ay• liclt t mo e` 1 :i lit . f: ; a p , { I a ri __ _ -i• •3RD•AVE NE 1 ?a k . d v . . .1, t i. 1 •�► ✓ '...1;t_,J ----.__31ST-AVE•NE-- .--;..� s M .-...:. 1 • I` 'z • r / D.' o / f e'r ' 2 . .-2 TH AVE,+Ej m—•{ . o. ' t o W � r "M. fi 1 d.St;. , I _'_'__—"___._ z ' b• Z- L j---' 27TH AVE•NE {�y k` -f ?I tri I .i I — — f" N : c LEGEND NOTES SAERIAL PHOTOGRAPHS WERE ACQUIRED i VALUE H' -\I// E THROUGH THE COLLIER COUNTY PROPERTY APPRAISER'S OFFICE WITH A FLIGHT DATE OF g ,_ „ I . DECEMBER 2018. Fe PROPERTY BOUNDARY PER AGNOLI•BARBER, S &BRUNDAGE•INC.DRAWING N0.12088SRA23- 101119.DWG DATED OCTOBER II.201911 . 0 1,500 3,000 d 8 Feet DRAWN BY DATE F.L. 10/15/19 v EXHIBIT 7A.NRI ASSESSMENT-PROXIMITY REVIEWED BY DATE PAS SA R E L LA KC.P. 10/15/19 RIVERGRASS REVISED DATE °"'°I'"°`& ASSOCIATES' oLof . TL-'1C',< --UL ...1� NE NET '^. '�°-� Ar* --.../ V :.... X• 45TH AVENE - " r .til{ ei . zA + PROJECT " asgo1:',',, tii AVE?N i LOCATION , Ii�t r' ti. y •' 1 why«. 1i r 1 . . 1.4‘i <, 0,00:...044 _ 0. . t, ,•• I• „, ill ,, . ... v, -it,1 ii- \ , ,. i . _ L. , , i . i 1,. it •• \. 0 yr ' I .r., _ _ .- -________._ _...__OIL WELIL-D_._ - - - _ :-33 ^ 1 i -33RD AVE-NE-"- .al-� c ' f ,. .k► - e 1, +.` .: .-- —31ST-AVENE ---._Z • t Z 4.7. NI F . i' 29TH AVE:NEI. m._. ..... / ( ��,.. z -3w. 27THEAVE.NrE' _-•I^- t�—_ .1 I ,, .i A r s ry.,.-^�.i ' 1 f; it lr . "RAND ALLL•VD , ��- L6 „',4',*!.,”arr �{"d�,y�N \.,� t m, -* 1 N NOTES. L. LEGEND AERIAL PHOTOGRAPHS WERE ACQUIRED 3 - / THROUGH THE COLLIER COUNTY PROPERTY VALUE H' /I E APPRAISER'S OFFICE WITH A FLIGHT DATE OF DECEMBER 2018Fe . a O O PROPERTY BOUNDARY PER AGNOLI,BARBER, a BRUNDAGE,INC.DRAWING No.12088SRA23- S 101119.owG DATED OCTOBER II,2019. 0 1,500 3,000 Feet Y DRAWN BY DATE F.L. 10/15/19 EXHIBIT 7B.NRI ASSESSMENT-STEWARDSHIP OVERLAY REVIEWED BY DATE PAS SAR E LLA . K.C.P. 10/15/19 1ri" `& ASSOCIATES RIVERGRASS REVISED DATE ''ICI'''' Page ( of ' i '47TH4AVENNE o' '.f s ix, � / t. ....4 ; ort. ......._IL 45TH AVE NE .. ...r . \ i 1 ��i1}7�+j'" , PROJECT 1 i. a3 AVE�N :...- LOCATION ` ,. e1 ,I iii e:t , .. 1f iim t <,; i. i , '1! , 1 I ' — aa . -- LL1 - IF osr.. C11. 143 -o • 0 r �..�, e• "" •moi tr :� .1 +,t-.Ti•`.-, .31ST-AVE•NE-- . ', f IIR' , , l( } r f 9N`..: , TH,VEtNE I --I— / V Al ' i \\ I , ) /,,I -.L 427THIAVE•NE -- --•'o' 1 '''3? . - I-x iir , W, ! . - jLL ti rc 7I—RANDAL•L--BL-VD 1 1d;;.'".t.::t:i4.: 1t4,04Siet III.14: 1. { - j f' '1 7 ti 1 N LEGEND NOTES: ,. AERIAL PHOTOGRAPHS WERE ACQUIRED `1 VALUE /I\ THROUGH THE COLLIER COUNTY PROPERTY g APPRAISER'S OFFICE WITH A FLIGHT DATE OF i 0 DECEMBER 2018. 0 S PROPERTY BOUNDARY PER AGNOLI,BARBER, ,_ " &BRUNDAGE,INC.DRAWING No.12088SRA23- 101119.owo DATED OCTOBER II,2019. 0 1,500 3,000 Feet P DRAWN BY DATE F.L. 10/15/19PASSARELLA EXHIBIT 7C.NRI ASSESSMENT-LAND USE LAND COVER REVIEWED BY DATETE REK,C.P. 10/15/19 Co,,, 1,1„ " RIVERGRASS Pate of. = REV SED DATE 'I'g""& ASSOCIATES "rt. at if 47TH�AVE•N Ems- t'' -� \.2.2:.;-:',---121.2s . -_ -., ^ ".vr--�' /, r. 1 A �, 1 Ili - P 1'60 i r I PROJECT \ ., • d 43RD AV�•NE LOCA'T'ION 4. I <�.ik 1 y, 1 1h 1 J 't ' �' y, r . 11. 141101410i _ ...., Co7Tl. I XRL'TT _ .. 'III 10111111111.1111.11011.1 ,. -33RD AVE-NE--- - .-wk,Aid r---- BO ■.r - .\ -..:t-:. :i'' ...—'---31ST-AVE'NE Pir •',� '' r — n V.^ i 4 'L -- Z I s -• ( I f •f t a{ 1 ...J �t . o. A -1 •tir -29TH'AVEtNE m r .MyW ' 1 /) t Z i i 27fH,AVE•N E+ 4._ . A a '� 6..m T! 1 • }}� A ... --BLVD 1 it , 4r _ '. 1 1. F - - ! l.A1t�Yi;�i. ! t .. ut N LEGEND NOTES i VALUE W -- "I,/ E AERIAL PHOTOGRAPHS WERE ACQUIRED O /"1 THROUGH THE COLLIER COUNTY PROPERTY APPRAISER'S OFFICE WITH A FLIGHT DATE OF ci DECEMBER 2018. O0.2 PROPERTY BOUNDARY PER AGNOLI,BARBER, ® 0,3 S &BRUNDAGE,INC.DRAWING No.12088SRA23- 101119.DWG DATED OCTOBER II,2019. VI 0 1,500 3,000 I Feet DRAWN BY DATE o F.L. 10/15/19 EXHIBIT 7D.NRI ASSESSMENT-SOILS/SURFACE WATER REVIEWED BY DATE PASSARELLA K.C.P. 10/15/19 RIVERGRASS Page of REVISED DATE `lEC b00Btl& ASSOCIATES lilire s{ *. Q � ej or.it „47TH`AVE!`E ..- RR '►.)..�t ....._.............------ 1 �—,•..cam/ � lt---: 4.. • �jj „ ty t le— 41 PROTECT ' 43 AV E?N --� .,, LOCATION �P .,,c ' j 11 i �� z o 'Y F r S y cow 11 R ` tR( .i 1 }I.;, IL 1)t} fi i �` .---.. -'?R RD•AVE-NE-- - -._- I ,y•, AP' .(it .,.,t.,.i' _------31ST-AVE-NE-- .. •,'F _ r f S r,•t o 1 k i ��-i 1p 1F;19TH AVE,NE.1 £ co / o�� I l #,- , 1 i1 t.7'' i I_. T.�•�27TH tA�VE.NE 11: .,r, � I..- ',I. r , [kL 9yr4 y. $ ,y; _- �. x `'.1_ _•Rp,NDAL•L-BIND S t »•,.1 . z,--'1, _ ( - T \ ''. LEGEND NOTES NA' ".SIJ E AERIAL PHOTOGRAPHS WERE ACQUIRED g VALUE ,"/ „ " THROUGH THE COLLIER COUNTY PROPERTY APPRAISER'S OFFICE WITH A FLIGHT DATE OF 5 O 0 DECEMBER 2018. O0.4 S PROPERTY BOUNDARY PER AGNOLI,BARBER, B BRUNDAGE,INC.DRAWING N0.12088SRA23- 0 1,500 3.000 101119.owG DATED OCTOBER II,2019. z Feet H DRAWN BY DATE F.L. 10/15/19 EXHIBIT 7E.NRI ASSESSMENT-LISTED SPECIES HABITAT REVIEWED BYLI DATE PAS SARE LLA C.P. 10/15/19 MIME PO 54 RIVERGRASS Page�� of >«& ASSOCIATES g EXHIBIT 8 SRA NATURAL RESOURCE INDEX VALUES Page 2 of .2 t Exhibit 8. Rivergrass SRA Natural Resource Index Values NRI Value Percent of Total Open Total Total SRA Acreage Acres SRA Acres 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.2 58.70 585.5 585.5 0.3 0.00 0.0 0.0 0.4 26.00 259.4 259.4 0.5 0.20 2.0 2.0 0.6 15.10 150.6 150.6 0.7 0.00 0.0 0.0 0.8 0.00 0.0 0.0 0.9 0.00 0.0 0.0 1.0 0.00 0.0 0.0 1.1 0.00 0.0 0.0 1.2 0.00 0.0 0.0 1.3 0.00 0.0 0.0 1.4 0.00 0.0 0.0 1.5 0.00 0.0 0.0 Totals 100.0 997.5 997.5 Totals NRI >1.2 0.0 0.0 0.0 Page.. 1 of o 21.2 :-1 Exhibit C STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT THIS STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT (hereinafter referred to as the ("Agreement") is made and entered into this 0). 19a-ay of rJ Gi n u cL,-k- , 2026 by and between COLLIER COUNTY, a political subdivision of the State of Florida, 1 ereinafter 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 2550 Goodlette Road North, Suite 100, Naples, Florida 34103, 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 2550 Goodlette Road North, Suite 100, Naples, Florida 34103, for the purpose of designating the number of"Stewardship Sending Area" (SSA) Credits consumed in the designation of Rivergrass Village as a Stewardship Receiving Area and the source of those SSA credits pursuant to Section 4.08.07.C.1 I of the Collier County Land Development Code(LDC). RECITALS 1. Applicant has applied for SRA designation for Rivergrass Village and said SRA is approximately 997.53 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 Rivergrass 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 I of...13 H:\2018\20I8078\WP\SRA\CCPC\10-23-2019\SRA Credit Agreement(10-23-2019).docx 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 6,198.08 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 997.53 acres proposed in the Rivergrass Village Development Document and summarized hereinafter. 2. Exhibit "A" is the legal description of the 997.53 acres that constitute the Rivergrass Village SRA. 3. Attached hereto is Exhibit "B" the Rivergrass Village Master Plan which depicts the land uses within the SRA. Also attached as Exhibit "C" is the Rivergrass 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 Rivergrass 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 Rivergrass Village. Applicant and Owner are transferring enough credits to allow development on 774.76 acres, since 222.77 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 (SSA approved) in the amount of 6,198.08 Credits 6. Pursuant to Resolution No.2".0 ,thee County has approved Rivergrass Village as an SRA consisting of 997.53 acres and has approved the Rivergrass 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 of 1 3 H:\2018\2018078\WP\SRA\CCPC\10-23-2019\SRA Credit Agreement(10-23-2019),docx IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by their duly authorized officers or representatives and their official seals hereto affixed the day and year first written above. Attest: BOARD OF COUNTY COMMISSIONERS DWIGHT I . BROCK, Clerk 7 COLLIER C TY, FLORID l . L. , A? _ By, .. A st as'to Ghairman'S'' ''e•u -rk e,u r 4- t S a u n d s , Chairman signature only. APPROVED AS TO FORM AND LEGAL UFFICIENCY: By: 01,f, Ct'i -`4 C L--------___ Assistant County Attorney WITLNES� COLLIER ENTERPRISES MANAGEMENT, INC. (Signature) // / l B 2-N- Y (Print full name) Printed Name: 41-2,e-tc. 1... UTCG�. /�jj Title: i c.i Pag<M>Q1•41--- (Signature) le -4-7- ,(e. ,.fi c.4 /'1 (Print full name) STATE OF FLORIDA COUNTY OF COLLIER The foregoing Stewardship Receiving Area Credit Agreement was executed before me this day of QecvaRf..- , 2019, by ?gilt-L..Ut., as 5a.Nt"cr Pitt%v t" of Collier Enterprises Management, Inc. e rn.. V&erle L. Pike Notary Public Noldry public.State of Floridav .- P44,1$i,,. COtlfl iteson#GG 22100 Print Name • <,• aplrea 08/1 7/2020 t Ce—e Certificate No. 6 G"3:?-10 0 My Commissioner Expires brut,. \VW-ID Page .' of,), H:\2018\20I8078\WP\SRA\CCPC\10-23-2019\SRA Credit Agreement(10-23-2019).doex WITNESS: , COLLIER LAND HOLDINGS, LTD, C A Florida limited liability limited partnership By: Collier Enterprises, Inc. a (Signature) - Florida Cor orati n, it's Gen- •a; P,rtner V Pty By: 16 2- // (Print full name) Printed Name: t?per ,ti tc. l.. nn j Title: v tc QR.r�£;neNt 4 Eft W- (Signature) at (-0 I 0-0 0 at r CA-) (Print full name) WITNESS: CDC LAND INVESTMENTS, LLC, J A Florida limited liability company (Signature) /1/ By: /4:&// 2 ir (Priit full name) (/�, Printed Name: Qp cw U.v1 0-e4/?.Q Title: J ck (Sig ature) q_Pc) 1 aod-Hc__ 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 OCC-agc t.. , 2019, by ()A c-x-L• CSL, as \ E iDJr of Collier Enterprises, Inc., General Partner of Collier Land Holdings, Ltd.( Valerie L. Pike lt 0 Notary Public•State of Florida Notary Public CommissionitGG22100 �Tr`�or�Q ExP ares 08/17/2020 Print Name IPr ¢.ie\_...PttC OFF1 (SEAL) Certificate No. G(, P--too My Commissioner Expires PNG,rt saoa-o i4 H:\2018\2018078\WP\SRA\CCPC\I0-23-2019\SRA CredifAgr1201 ?eencrd 18-2 STATE OF FLORIDA COUNTY OF COLLIER The foregoing Stewardship Receiving Area Credit Agreement was executed before me this 2914) day of Oestobe2_ , 2019, by 94.retx•.,. -t., as \I k'c Per €►t-' of CDC Land Investments, LLC. 0 0,---C).---Lj• D ' r44:.,:•, Valerie L.Pike Notary Public , , '0 Notary Public-State of Florida Print Name Vgterae L,x. ii . t Commission#GG 22100 , `J Expires 08/17/2020 AL) Certificate No. 6 _) Ott My Commissioner Expires ()sot:). n, 20. -0 Page S of i 3 H:\2018\20I8078\WP\SRA\CCPC\10-23-2019\SRA Credit Agreement(10-23-2019).doex RIVERGRASS VILLAGE SRA LAND USE SUMMARY SYMBOL DESCRIPTION I ACRES err"" :. . NEIGHBORHOOD GENERAL CONTEXT ZONE J/..1...-- 4,..„...,.„,„11i G riGG,04N.,• NEIGHBORHOOD GENERAL INCLUDES 158.53 Ac. 538.04 ���rr O` �OG I i. GOLF COURSE � rJ,r,/JJr,��� .- ROAD R.O.W. 105.06 _ 'A»K ,� J,�yr O�� ��`r��111 GOLF CLUB SITE 6 AMENITY CENTER 23.51 -- ---::--:- i"'ir`� "`%"qG";....w...i$ `/i'• LAKES Includes Aua Rane14.63Ac. 230.54 I",r� J ixt '�f� p�r,J�- I. LAKE M.E.6 OPEN SPACE 85.88 ` "� \� �""�"r "� 1if /;;; PERIMETER BUFFERS 13.57 PANTHER FENCE 1:-.3,.:��Q; `��'r// iii, v 'r".r-T^iii iiir ..,:0��/��``�`-G'p'.. II ZONING NEIGHBORHOOD GENERAL CONTEXT ZONE TOTAL "� i��,,•:, Gil`, �G A-MHO-RLSAO 976.60 J�,o \,�A�j VILLAGE CENTER CONTEXT ZONE IJJ I.'{.0"/ ( it i�it i�it i( VILLAGE CENTER 20.93 a .i,�t,..�l .I 1'l l I a`�yJ,/\G`�`�y`�GJ��`G SRA BOUNDARY TOTAL 997.53 - R.- ,,.'4;,:..1 .1WW`,,,.,`1.. 0POTENTIAL FUTURE I�? 5. ' INTERCONNECTION / , ZONING �i. >~.C'Ir�% ;. WRA LAND USE SUMMARY I/,,4ww.:: rr. 'r ` SYMBOL DESCRIPTION ACRES ESTATES I ��\`rl.wwi`!�:"�� �' (Ilii(#€I#( LAKE TRACTS(Includes L.M.E.) 124.38 ,'."GIS''• :r% -'--'-'-'- "ri"ir`>T:7".•�.>G •ri WRA AREA TOTAL 124.38 `i Yir" `�`` NOTE: ZONING I `r' `r`.`."moi.. q r (,��,`, w.w�`.j;�`� ' WRA LAND USE IS WITHIN SSA AND IS NOT INCLUDED IN THE SRA BOUNDARY. A-MHO-RLSAO /C�.'•"�T J ;� THE WRAIS NOT INCLUDED IN THE OPEN SPACE CALCULATIONS. ;�>y1wlJ'�r<�r: OPEN SPACE CALCULATIONS a,, J,iLw Si�Ti,Jii•, OPEN i�°411. -"••>`/r"i. OPEN SPACE Iv`" .d• k.:t1. 1I LAND USE ACRES SPACE ,k4WG�`•••�O�G PERCENTAGE ACRES q� `Gi\l ,v>`y, �, LAKES 230.54 100.00% 230.54 I/\Wei/. I`�,.4 '1 SRA BOUNDARY `\\ice•,\`\ LAKE MAINTENANCE Iris Mgt: rii EASEMENT(L.M.E.I& 25' BUFFER �`�� lG�"q\r,` G,\' iiia. >'' �„ OPEN SPACE 65.88 100.00% 85.88 TYPE(D) '\ IAO isI=,,. \``,ryJ,JJQ":,J�•r`J\irk i NEIGHBOR _-- 381.51 100.00% 13.57 PERIMETER BUFFERS 13.57 .�1.4,,s G `/"� G,�"``�`r`�/r `/ -4 br7., ZONING NEIGHBORHOOD 7^ ri rri r` /i - /r r ,.. A-MHO-RLSAO 20.00% 76.30 I) �W., ,}`r ...\..7.''"G�`, "4% `\i/\ ,,;w� ROAD R.O.W. 105.08 15.00% 16.76 '" .�.. \ `,J....w....� K,�r.r..�.\\� e:-.,'or-A,. GOLF COURSE 156.53 100.00% 156.53 ir r r r / 3A' •,, '4 `T.. ; GOLF CLUB SITE& J�Jr .r•;•:: `�`- A�` 44 �.'.`< AMENITY CENTER 23.51 30.00% 7.05 : ✓r ,,J�g`! ,f r r,/,�S..w,w,.:/`.� VILLAGE CENTER 20.93• 30.00% 6.28 rr:g r, �GG�` r��rr>��rr`` �,�Q?`G``r TOTAL OPEN SPACE I ,``� A r'4 _,,I"4 ri w►`i�G�rJ�S'.'.'.� rri��.......... PROVIDED 571.91 4 t,19i T`,'I...t`. Jr`r\\J`rrQL"J;„'/':4�..�"�"•�1z MINIMUM REQUIRED OPEN SPACE=35%.(346.14 Ac.) DENOTES 25'PERIMETER I ,J�r``, ;1; \\,\, ,`�`��`��``i)\�,".`�`G\� "���t ��' PROVIDED OPEN SPACE=67.33% 1 / ,.� , . ',\ BUFFER WITHIN UTILITY SITE , p G r/ G,.r ri rv'>i ,r."G,�."rte��..,V��`4 �`�``�......."�,., � , f t r�T`p...',, ,,,...`/,`q.w,.......\G�•r•,r, fltinst ssn- •'ii1�ffti,,,... L ��JvO�i� G" 1�q 4.=....-.:40%..;0".:01t/ AI � POTENTIAL FUTURE M. 'GG`G�Jr, `j/`J`7`'s• ...w.. ..w,-�, w __ �i7r OJ,JJr`G._. INTERCONNECTION ry„ �j,1r..•�`rcj,JGJ•,...<,,,,,,,,w, w rr"."•6oir�`\!•,..7.k,•,‘".",/,,' ii`�!"ii>`�J 0,:c*,�``ii t 1:;' .iw*s:,"iyv',..;.• •••,,•,$' J5,;,;..p, G`�l�,w. ...-. ,•G�`.�! ,r�its..i'�`y`�/�cr�?`vi osit II, 100'R.O.W.DONATION ACCESS FOR U111TY SITE---; ;:::.;,..4\1:1121: 1),L� J ,�'..\V ?. /���. J .", ,, _ / �i w'w ..ww r.wwG ri,w.Q Q.w.ri E��•�i, PURPOSES ONLY Gtk. ,74 www .... ,`."7/.yGt.,4 ij tr,,x,,4\`� a9� j OR 4514,PG542 25'BUFFER I ^ J.GJJ. *.. .G.r.G ,,"` .r r i6,, G,/i rig2dn..1,,,,,:,),.'' i8i '____-_' bY`i:`i,- r `irk, q ,;Ca TYPE(D) --� .;_..,..�, A tt� it -- -- _-__OIL WELL RD.-___ _ ---__-__-_ ___-__ _ �a ._ I 1 ?i��l `�G;%. G\�/� -- w_�• L�Iw J% `i��<r��� �����J�<�����<�C�: v..:.-...... ---- -i--------'---- y.-- -------1 (0I,II I I1 II II II 1 'rc iriG`r,>i1 G,, ri•`G,•'•r`�ri`�i�G�t:ao.,%"!% .o .:.'%i y�•.•..�'ir 100'EXIST.OIL WELL II III I II III ��:�O!0��.\J��•`•wl:�"SGC ?rrl'J/`� \rJ4 i���r��� ...•..'.•:.'...:...,..:•:••'• /J':•:w G,G,G G,t--- tf Keg G.G, w::::=,_ ROAD R.O.W. 25'BIUFFER IIIIII� IIII II �` :MI``1...l 4 G..... ...\GJ�...,,,....%'-----:�,`i �,> �,�. R. I I I I I I , .:AM�`i.'^`'4` �`<,= `T"...o'�. .... !.;tr�i)`r:i>`'`-iii,Is:•:.:-71"-. TYPE(D) ;�11 II II II�I�II ,..., m ;a.:-.::•:•:•:•.'... „<. .. :,,,S\�ir\`i\irAZ iia rr- ./ •r �.._.:•:-:.:•r ...5.51.,:::77.=.www::::::::4.. ...-==5;04:1'...N::::::. .•�`G \r�4/err•.r%;'•'-.•. FUTURE . ',,,,`r'/'"/'`%A .. : .'',, :ii::":.'.w, •.��..�'w �r�G%i%�'\i"r INTERCONNECTION � . . Aa.!:`...0 "i`i:w A: :e a••.••: ."`ii��• ::.:. ••{...: �\Ga ,Jv�4ri\-\^%�ii��i\\S A 9``. :•:•:•:•:•:•:.:.* ?1• ••••••• ::1-'1%111.1'..::::::.V,::... J.•.•:.• .:.j�e.. ZONING /yr=•:•:•:.:,:•:•:..,'r�GT,i•% •:J:::: r.•::.•.;"--, . .:'\ii G:. 11111103, � A-MHO-RLSAO 25'BUFFER ��R i�� :.gip\ .0. ., 3..'3'::5 i:.•``:`.�%:`,...•.:,: ..`�.J•,..,.;� TYPE(D) "1,'•.;;•:•:•:•:•:•:•:•:•'"' ri�i/9 f __ • ..,:p.'.•.•:•::•::•:.•.q r.;.•:::.;:'.-ir.,.•:•;'s D` 0:.::•;:::: :::'GJ 'w':•:. :`ir\.,'••••',,O..:.:.:.•..... I •:...r.••:•::=...-....:::.%,,.„.,,,4 •:::.:.:.-4,- %T`i 4•••••••••:•:w..•.... Mw ...-.2.----:'•.•:•:•••:•', �y,` ....�....' ••:•••:•:•:•:•:•:•:•••'' 4 T.j?•}::-• �ry"G ,G G�.�/,i �;�":%:•:+ • •: .„� x¢tl,H,uE I-__-__ .J/i te.•iii...."'....\.d•� ...• \/G"/j �,: EXHIBIT "B" LEGAL DESCRIPTION OF RIVERGRASS SRA,TRACT I ALL THAT PART SECTIONS 10, 14 AND 15,TOWNSHIP 48 SOUTH,RANGE 28 EAST,COLLIER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE AFORESAID SECTION 15; THENCE N 01°27'11" W ALONG THE WEST LINE OF SAID SECTION 15 A DISTANCE OF 150.03 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 15; THENCE ALONG SAID PARALLEL LINE N 89°44'36"E A DISTANCE OF 273.61 FEET TO THE POINT OF BEGINNING OF THE TRACT HEREIN BEING DESCRIBED, SAID POINT OF BEGINNING OF TRACT 1 HAVING A NORTHING COORDINATE VALUE OF 712883.79 AND AN EASTING COORDINATE VALUE OF 488298.90 BASED ON THE FLORIDA STATE PLANE EAST ZONE, 83/90 ADJUSTMENT; THENCE LEAVING SAID PARALLEL LINE N 46°15'52" W A DISTANCE OF 168.06 FEET; THENCE N 01°15'52" W A DISTANCE OF 98.04 FEET; THENCE N 05°34'42"E A DISTANCE OF 100.72 FEET; THENCE N 01°15'52" W A DISTANCE OF 284.23 FEET; THENCE S 88°32'49" W A DISTANCE OF 2.97 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 9.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°11'19"AN ARC DISTANCE OF 14.17 FEET; THENCE N 01°15'52" W A DISTANCE OF 217.77 FEET; THENCE N 43°32'49"E A DISTANCE OF 38.77 FEET; THENCE N 01°27'11" W A DISTANCE OF 80.00 FEET; THENCE N 46°27'11"W A DISTANCE OF 56.86 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S 89°21'09" W AND HAVING A RADIUS OF 22049.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°41'22"AN ARC DISTANCE OF 1035.01 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 22951.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°53'02"AN ARC DISTANCE OF 754.62 FEET TO AN INTERSECTION WITH A LINE 122.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 15; THENCE ALONG SAID PARALLEL LINE N 01°27'11" W A DISTANCE OF 1961.17 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 42951.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°01'22"AN ARC DISTANCE OF 766.64 FEET TO AN INTERSECTION WITH A LINE 125.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 10; THENCE ALONG SAID PARALLEL LINE N 00°25'50" W A DISTANCE OF 144.64 FEET; THENCE LEAVING SAID PARALLEL LINE N 06°24'31"E A DISTANCE OF 100.77 FEET; THENCE N 00°25'50" W A DISTANCE OF 372.62 FEET; THENCE N 44°34'10" E A DISTANCE OF 67.37 FEET; THENCE N 00°25'50" W A DISTANCE OF 80.00 FEET; THENCE S 89°34'10" W A DISTANCE OF 12.00 FEET; THENCE N 45°25'50" W A DISTANCE OF 67.37 FEET TO AN INTERSECTION WITH A LINE 125.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF AFORESAID SECTION 10; THENCE ALONG SAID PARALLEL LINE N 00°25'50"W A DISTANCE OF 1331.88 FEET; THENCE LEAVING SAID PARALLEL LINE N 51°59'09" E A DISTANCE OF 1784.63 FEET; THENCE S 43°35'16"E A DISTANCE OF 112.09 FEET; THENCE S 54°40'31" E A DISTANCE OF 129.64 FEET; THENCE S 24°40'19" E A DISTANCE OF 433.97 FEET; THENCE S 25°23'25" E A DISTANCE OF 231.30 FEET; THENCE S 27°32'27"E A DISTANCE OF 92.23 FEET; THENCE S 27°32'27"E A DISTANCE OF 71.38 FEET; H:\20I8\20I8078\WP\SRA\CCPC\10-23-2019\SRA Credit Agreement(10-23-2019).docx Page of THENCE S 21°54'03" E A DISTANCE OF 117.24 FEET; THENCE S 24°19'16" E A DISTANCE OF 174.92 FEET; THENCE S 12°23'41" W A DISTANCE OF 2.34 FEET; THENCE S 32°09'27" W A DISTANCE OF 339.25 FEET; THENCE S 52°01'13" W A DISTANCE OF 100.40 FEET; THENCE S 60°42'36" W A DISTANCE OF 566.48 FEET; THENCE S 22°58'58" W A DISTANCE OF 25.53 FEET; THENCE S 17°42'38" E A DISTANCE OF 185.76 FEET; THENCE S 08°50'57" E A DISTANCE OF 84.78 FEET; THENCE S 00°37'18" E A DISTANCE OF 111.35 FEET; THENCE S 06°25'55" W A DISTANCE OF 579.63 FEET; THENCE S 04°51'04" W A DISTANCE OF 1008.13 FEET; THENCE S 04°03'32" W A DISTANCE OF 227.10 FEET; THENCE S 07°36'03"E A DISTANCE OF 307.77 FEET; THENCE S 02°55'35"E A DISTANCE OF 450.55 FEET; THENCE S 02°50'32"E A DISTANCE OF 532.54 FEET; THENCE S 87°41'14"E A DISTANCE OF 100,82 FEET; THENCE S 89°24'35"E A DISTANCE OF 37.91 FEET; THENCE S 89°24'02"E A DISTANCE OF 81.30 FEET; THENCE N 84°39'21"E A DISTANCE OF 75.01 FEET; THENCE N 88°33'44"E A DISTANCE OF 59,98 FEET; THENCE N 87°35'40" E A DISTANCE OF 139.27 FEET; THENCE S 84°42'44"E A DISTANCE OF 130.07 FEET; THENCE S 89°32'11"E A DISTANCE OF 147.65 FEET; THENCE S 89°52'52"E A DISTANCE OF 156.15 FEET; THENCE S 88°57'20" E A DISTANCE OF 188.96 FEET; THENCE S 89°41'06" E A DISTANCE OF 131.58 FEET; THENCE N 89°41'36" E A DISTANCE OF 177.16 FEET; THENCE S 89°26'36" E A DISTANCE OF 147.86 FEET; THENCE S 84°43'55" E A DISTANCE OF 101.39 FEET; THENCE S 41°55'22" E A DISTANCE OF 47.92 FEET; THENCE S 19°09'53" E A DISTANCE OF 111.96 FEET; THENCE S 16°32'54" E A DISTANCE OF 153.04 FEET; THENCE S 15°10'48" E A DISTANCE OF 136.90 FEET; THENCE S 16°15'30" E A DISTANCE OF 151.98 FEET; THENCE S 20°19'26" E A DISTANCE OF 103.56 FEET; THENCE S 15°22'59" E A DISTANCE OF 129.81 FEET; THENCE S 14°53'35"E A DISTANCE OF 209.16 FEET; THENCE S 15°10'56"E A DISTANCE OF 129.48 FEET; THENCE S 12°02'51" E A DISTANCE OF 126.36 FEET; THENCE S 02°40'13" W A DISTANCE OF 140.11 FEET; THENCE S 01°53'41" W A DISTANCE OF 155.98 FEET; THENCE S 01°52'27" W A DISTANCE OF 127.99 FEET; THENCE S 02°03'44" W A DISTANCE OF 131.45 FEET; THENCE S 01°42'03" W A DISTANCE OF 100.08 FEET; THENCE S 02°55'04" W A DISTANCE OF 105.23 FEET; THENCE S 02°38'14" W A DISTANCE OF 339.69 FEET; THENCE S 07°27'21" E A DISTANCE OF 62.88 FEET; THENCE S 88°18'24"E A DISTANCE OF 115.67 FEET; THENCE N 89°56'54"E A DISTANCE OF 233.19 FEET; THENCE N 88°55'25"E A DISTANCE OF 127.66 FEET; THENCE N 89°10'46"E A DISTANCE OF 196.35 FEET; THENCE N 89°57'03" E A DISTANCE OF 161.31 FEET; THENCE N 88°48'44"E A DISTANCE OF 199.43 FEET; THENCE N 89°29'45" E A DISTANCE OF 274.04 FEET; THENCE N 89°15'30" E A DISTANCE OF 181.32 FEET; H:\2018\2018078\WP\SRA\CCPC\10-23-2019\SRA Credit Agreement(10-23-2019).docx Page s of 13 THENCE N 88°24'35" E A DISTANCE OF 99.68 FEET; THENCE N 89°41'41"E A DISTANCE OF 88.89 FEET; THENCE N 88°56'20"E A DISTANCE OF 108.92 FEET; THENCE N 89°19'04"E A DISTANCE OF 161.23 FEET; THENCE S 88°39'37"E A DISTANCE OF 106.23 FEET; THENCE S 89°55'34"E A DISTANCE OF 148.00 FEET; THENCE N 88°27'14"E A DISTANCE OF 147.30 FEET; THENCE S 87°18'29"E A DISTANCE OF 135.47 FEET; THENCE S 26°41'05"E A DISTANCE OF 76.71 FEET; THENCE S 01°02'04" E A DISTANCE OF 108.01 FEET; THENCE S 01°46'53"W A DISTANCE OF 128.59 FEET; THENCE S 01°59'21" W A DISTANCE OF 164.22 FEET; THENCE S 01°53'56" W A DISTANCE OF 115.91 FEET; THENCE S 01°58'46" W A DISTANCE OF 159.80 FEET; THENCE S 00°08'30" W A DISTANCE OF 113.36 FEET; THENCE S 03°38'14" W A DISTANCE OF 130.20 FEET TO AN INTERSECTION WITH A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF THE AFORESAID SECTION 14; THENCE ALONG SAID PARALLEL LINE S 89°44'31" W A DISTANCE OF 427.12 FEET; THENCE S 89°44'43" W ALONG A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 15 A DISTANCE OF 2667.40 FEET; THENCE S 89°44'36" W ALONG A LINE 150.00 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 15 A DISTANCE OF 2400.70 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 457.51 ACRES. REF.ABB DWG#12102-SDI (SRA TRACT 1-REV4.DOC) H:\2018\2018078\WP\SRA\CCPC\10-23-2019\SRA Credit Agreement(10-23-2019).docx Page 01 of EXHIBIT "B" LEGAL DESCRIPTION OF RIVERGRASS SRA,TRACT 2 ALL THAT PART SECTIONS 22,23 AND 27,TOWNSHIP 48 SOUTH,RANGE 28 EAST,COLLIER • COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE AFORESAID SECTION 22; THENCE S 00°15'52"E ALONG THE WEST LINE OF SAID SECTION 22 A DISTANCE OF 50.00 FEET TO AN INTERSECTION WITH A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 22; THENCE ALONG SAID PARALLEL LINE N 89°44'36" E A DISTANCE OF 269.97 FEET TO THE POINT OF BEGINNING OF THE TRACT HEREIN BEING DESCRIBED, SAID POINT OF BEGINNING OF TRACT 2 HAVING A NORTHING COORDINATE VALUE OF 712683.79 AND AN EASTING COORDINATE VALUE OF 488299.30 BASED ON THE FLORIDA STATE PLANE EAST ZONE,83/90 ADJUSTMENT; THENCE CONTINUING ALONG SAID PARALLEL LINE N 89°44'36"E A DISTANCE OF 2401.19 FEET; THENCE N 89°44'43" E ALONG A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 22 A DISTANCE OF 2667.40 FEET; THENCE N 89°44'31"E ALONG A LINE 50.00 FEET SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF NORTHWEST QUARTER OF AFORESAID SECTION 23 A DISTANCE OF 906.16 FEET; THENCE LEAVING SAID PARALLEL LINE S 00°15'17"E A DISTANCE OF 240.22 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 1260.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 11°31'33"AN ARC DISTANCE OF 253.47 FEET; THENCE S 88°46'59"E A DISTANCE OF 91.02 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 112,00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64°09'25"AN ARC DISTANCE OF 125.41 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 452.50 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°22'04"AN ARC DISTANCE OF 224.04 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 86°32'48"AN ARC DISTANCE OF 219.03 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 145.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64°54'46"AN ARC DISTANCE OF 164.28 FEET; THENCE S 26°22'26" W A DISTANCE OF 78.76 FEET; THENCE S 23°34'22" W A DISTANCE OF 86.60 FEET; THENCE S 29°16'43" W A DISTANCE OF 71.59 FEET; THENCE S 89°10'15"W A DISTANCE OF 48.17 FEET; THENCE N 84°13'50" W A DISTANCE OF 68.87 FEET; THENCE N 81°39'21" W A DISTANCE OF 58.00 FEET; THENCE S 88°31'22" W A DISTANCE OF 73.27 FEET; THENCE S 89°52'05" W A DISTANCE OF 74.62 FEET; THENCE N 86°38'30" W A DISTANCE OF 59.97 FEET; THENCE S 02°15'48" W A DISTANCE OF 96.14 FEET; THENCE S 04°50'51" W A DISTANCE OF 102.27 FEET; THENCE S 02°25'20" W A DISTANCE OF 149.64 FEET; THENCE S 07°13'14" W A DISTANCE OF 81.69 FEET; THENCE S 48°52'58" W A DISTANCE OF 55.18 FEET; THENCE S 71°37'57" W A DISTANCE OF 40.89 FEET; THENCE N 88°32'46"W A DISTANCE OF 141.83 FEET; THENCE S 88°29'37" W A DISTANCE OF 97.42 FEET; THENCE N 89°39'35" W A DISTANCE OF 135.85 FEET; . THENCE N 89°08'23"W A DISTANCE OF 108.95 FEET; H:\2018\2018078\WP\SRA\CCPC\10-23-2019\SRA Credit Agreement(10-23-2019).docx Page La_of 11 THENCE N 87°54'42" W A DISTANCE OF 137.83 FEET; THENCE S 40°55'18" W A DISTANCE OF 22.02 FEET; THENCE S 06°06'28"W A DISTANCE OF 77.11 FEET; THENCE S 07°11'52"W A DISTANCE OF 132.49 FEET; THENCE S 07°08'24" W A DISTANCE OF 152.64 FEET; THENCE S 04°07'46" W A DISTANCE OF 121.96 FEET; THENCE S 07°31'04" W A DISTANCE OF 124.64 FEET; THENCE S 08°20'22"W A DISTANCE OF 83.85 FEET; THENCE S 25°49'33"W A DISTANCE OF 37.83 FEET; THENCE S 47°59'25"W A DISTANCE OF 51.41 FEET; THENCE S 51°45'07"W A DISTANCE OF 74.36 FEET; THENCE S 51°47'20" W A DISTANCE OF 104.73 FEET; THENCE S 51°58'26" W A DISTANCE OF 128.55 FEET; THENCE S 45°42'58" W A DISTANCE OF 56.22 FEET; THENCE S 52°27'49" W A DISTANCE OF 82.31 FEET; THENCE S 49°59'31" W A DISTANCE OF 88.78 FEET; THENCE S 51°51'20" W A DISTANCE OF 94.46 FEET; THENCE S 50°46'19" W A DISTANCE OF 102.93 FEET; THENCE S 51°15'09" W A DISTANCE OF 83.29 FEET; THENCE S 50°51'46" W A DISTANCE OF 109.82 FEET; THENCE S 49°13'58"W A DISTANCE OF 79.67 FEET; THENCE S 51°18'11" W A DISTANCE OF 172.20 FEET; THENCE S 51°10'53" W A DISTANCE OF 200.05 FEET; THENCE S 52°46'54" W A DISTANCE OF 30.58 FEET; THENCE S 49°14'37" W A DISTANCE OF 104.15 FEET; THENCE S 52°46'51" W A DISTANCE OF 96,07 FEET; THENCE S 51°43'33" W A DISTANCE OF 147.84 FEET; THENCE S 48°39'56" W A DISTANCE OF 36.37 FEET; THENCE N 84°45'00" W A DISTANCE OF 133.18 FEET; THENCE S 89°13'29" W A DISTANCE OF 121.46 FEET; THENCE S 88°20'38" W A DISTANCE OF 118.91 FEET; THENCE N 88°43'01"W A DISTANCE OF 98.43 FEET; THENCE N 88°59'13"W A DISTANCE OF 77.80 FEET; THENCE S 80°31'23"W A DISTANCE OF 13.27 FEET; THENCE S 48°19'20"W A DISTANCE OF 22.69 FEET; THENCE S 00°57'07"W A DISTANCE OF 34.49 FEET; THENCE S 00°45'26"E A DISTANCE OF 119.90 FEET; THENCE S 00°15'35" W A DISTANCE OF 103.01 FEET; THENCE S 01°00'53" E A DISTANCE OF 99.24 FEET; THENCE S 01°53'12" W A DISTANCE OF 72.46 FEET; THENCE S 04°23'00" W A DISTANCE OF 52.96 FEET; THENCE S 41°48'13" W A DISTANCE OF 17.26 FEET; THENCE S 68°59'38"W A DISTANCE OF 26.41 FEET; THENCE N 88°31'10" W A DISTANCE OF 100.90 FEET; THENCE N 89°01'25" W A DISTANCE OF 112.75 FEET; THENCE S 89°07'39"W A DISTANCE OF 122.98 FEET; THENCE S 89°46'43" W A DISTANCE OF 70.59 FEET; THENCE S 89°13'58" W A DISTANCE OF 159.94 FEET; THENCE N 89°37'16" W A DISTANCE OF 240.87 FEET; THENCE S 88°40'02" W A DISTANCE OF 166.89 FEET; THENCE S 89°59'32" W A DISTANCE OF 184.11 FEET; THENCE S 89°23'49" W A DISTANCE OF 189.16 FEET; THENCE N 89°44'21" W A DISTANCE OF 93.45 FEET; THENCE S 89°39'15" W A DISTANCE OF 196.80 FEET; THENCE S 89°28'24" W A DISTANCE OF 67.13 FEET; THENCE S 41°06'47"W A DISTANCE OF 26.45 FEET; H:\20I8\2018078\WP\SRA\CCPC\10-23-2019\SRA Credit Agreement(10-23-2019).docx Page l of 13 THENCE S 00°55'43" W A DISTANCE OF 118.75 FEET; THENCE S 01°43'01" W A DISTANCE OF 105.72 FEET; THENCE S 03°18'52" W A DISTANCE OF 165.99 FEET; THENCE S 02°11'04" W A DISTANCE OF 115.64 FEET; THENCE S 01°43'01" W A DISTANCE OF 145.69 FEET; THENCE S 07°24'50" W A DISTANCE OF 107.70 FEET; THENCE S 28°32'55" W A DISTANCE OF 31.17 FEET; THENCE S 51°24'00" W A DISTANCE OF 42.37 FEET; THENCE S 09°11'15" W A DISTANCE OF 47.74 FEET; THENCE S 02°14'28" W A DISTANCE OF 98.75 FEET; THENCE S 04°43'32" W A DISTANCE OF 166.81 FEET; THENCE S 00°25'06" W A DISTANCE OF 82.79 FEET; THENCE S 02°42'44" W A DISTANCE OF 146.20 FEET; THENCE S 05°15'28" W A DISTANCE OF 113.45 FEET; THENCE S 03°54'14" W A DISTANCE OF 156.22 FEET; THENCE S 05°06'20" W A DISTANCE OF 97.63 FEET; THENCE S 25°26'40" W A DISTANCE OF 45.35 FEET; THENCE S 55°43'03" W A DISTANCE OF 34.61 FEET; THENCE S 86°14'12" W A DISTANCE OF 69.57 FEET; THENCE N 88°41'18" W A DISTANCE OF 115.92 FEET; THENCE S 88°18'29" W A DISTANCE OF 131.51 FEET; THENCE N 89°11'14" W A DISTANCE OF 99.12 FEET; THENCE N 88°32'55" W A DISTANCE OF 119.46 FEET; THENCE N 85°56'30" W A DISTANCE OF 95.13 FEET; THENCE N 88°47'07" W A DISTANCE OF 137.39 FEET; THENCE N 89°02'52"W A DISTANCE OF 125.10 FEET; THENCE N 74°39'30"W A DISTANCE OF 8.34 FEET; THENCE S 89°55'45" W A DISTANCE OF 99.35 FEET; THENCE N 89°16'01"W A DISTANCE OF 75.76 FEET; THENCE N 88°36'52" W A DISTANCE OF 98.69 FEET; THENCE S 88°23'02" W A DISTANCE OF 18.59 FEET; THENCE N 00°15'51" W A DISTANCE OF 305.73 FEET; THENCE N 44°44'09" E A DISTANCE OF 25.46 FEET; THENCE N 00°15'51" W A DISTANCE OF 80.00 FEET; THENCE N 45°16'37" W A DISTANCE OF 42.43 FEET TO AN INTERSECTION WITH A LINE 166.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 22; THENCE ALONG SAID PARALLEL LINE N 00°16'37" W A DISTANCE OF 1099.22 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 54041.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 00°51'01"AN ARC DISTANCE OF 801.94 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 54959.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 00°51'46"AN ARC DISTANCE OF 827.58 FEET TO AN INTERSECTION WITH A LINE 154.50 FEET EASTERLY FROM AND PARALLEL WITH THE WEST LINE OF SAID SECTION 22; THENCE ALONG SAID PARALLEL LINE N 00°15'52" W A DISTANCE OF 1506.91 FEET; THENCE N 06°34'42"E A DISTANCE OF 100.72 FEET; THENCE N 00°15'52" W A DISTANCE OF 383.47 FEET; THENCE S 89°44'08" W A DISTANCE OF 3.00 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 9.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°00'00"AN ARC DISTANCE OF 14.14 FEET; THENCE N 00°15'52" W A DISTANCE OF 595.61 FEET; THENCE N 45°56'24"E A DISTANCE OF 159.97 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. CONTAINING A TOTAL AREA OF APPROXIMATELY 540.02 ACRES. REF.ABB DWG#12102-SD2 (SRA TRACT 2-REV4.Doc) H:\20I8\20I8078\WP\SRA\CCPC\10-23-2019\SRA Credit Agreement(10-23-2019).docx Page .19- of__r.1 SRA CREDIT AGREEMENT EXHIBIT "C" Land Use Summary Use Density or Intensity Residential Up to 2,500 Dwelling Units Neighborhood Commercial Min. 62,500 and Max. 100,000 square feet Civic, Governmental, Institutional Min. 25,000 square feet Golf Course One 18 Hole Course • Rivergrass Village SRA contains 997.53 ± acres. • Rivergrass Village contains minimum of 1 percent of the Village gross acreage, (9.98 acres) in the form of Parks & community Green Space. • Rivergrass Village does not include any lands with a natural Resource Index greater than 1.2. • Rivergrass Village provides 571.91± acres of open spaces (57.3 ±percent) of Open Space, 222.77 acres above the RLSA 35% requirement for Open Space. • Total acreage requiring stewardship credits is 774.76 acres (total Village acreage excluding open space exceeding 35% and public use acreage). • At required 8 Stewardship Credits per acre, 6,198.08 Stewardship Credits are required. • Rivergrass Village SRA does not include lands within ACSC Overlay. • Rivergrass Village SRA does not include, nor is it adjacent to, lands designated Flowway Stewardship Area (FSA), Habitat Stewardship Area (HSA). • Rivergrass Village does not include any lands designated Water Retention Area (WRA). Page j 3 of.13 H:\2018\2018078\WP\SRA\CCPC\10-23-2019\SRA Credit Agreement(10-23-2019).docx