Resolution 2023-119 RESOLUTION NO. 2023 - 1 19
A RESOLUTION OF THE COLLIER COUNTY BOARD OF COUNTY
COMMISSIONERS DESIGNATING AN ADDITIONAL 951.8± ACRES
WITHIN THE RURAL LANDS STEWARDSHIP AREA ZONING OVERLAY
AS PART OF THE TOWN OF AVE MARIA STEWARDSHIP RECEIVING
AREA AND REMOVING 50.6± ACRES, AND AMENDING RESOLUTION
NOS. 2004-89 AND 2005-234A, AS AMENDED, THE TOWN OF AVE MARIA
STEWARDSHIP RECEIVING AREA (SRA) TO ADD 901 NET ACRES TO
THE SRA, AND REVISE THE SRA TOWN PLAN AND MASTER PLAN IN
ACCORDANCE WITH SECTION 4.08.07.F OF THE LAND
DEVELOPMENT CODE, AND SPECIFICALLY TO: ADD 520± ACRES AT
THE CORNER OF CAMP KEAIS ROAD AND OIL WELL ROAD WHICH
WILL BECOME TOWN CENTER 2b AND NEIGHBORHOOD GENERAL,
ADD 326± ACRES NORTHWEST OF THE EXISTING NORTHWESTERN
BOUNDARY TO BECOME UNIVERSITY, TO ADD 106± ACRES NORTH
OF THE EXISTING NORTHEAST BOUNDARY TO BECOME
NEIGHBORHOOD GENERAL, REMOVE 50 ACRES ON THE WESTERN
BOUNDARY JUST WEST OF NEIGHBORHOOD GENERAL, REVISE
DEVELOPMENT PARAMETERS INCLUDED IN TABLE 1, AVE MARIA
LAND USE, PROVIDE THAT CAMPUS HOUSING INCLUDING UP TO 160
SINGLE FAMILY RESIDENCES IS NOT SUBJECT TO THE MAXIMUM
NUMBER OF RESIDENTIAL UNITS IN THE SRA UNLESS ASSOCIATED
WITH THE UNIVERSITY GOLF COURSE, UPDATE SRA MASTER PLAN
EXHIBITS, AND TO AMEND THE LEGAL DESCRIPTION. THE SUBJECT
PROPERTY CONSISTING OF 5928 ACRES IS LOCATED NORTH OF OIL
WELL ROAD AND WEST OF CAMP KEAIS ROAD IN SECTIONS 31
THROUGH 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST AND SECTIONS 4
THROUGH 9 AND 16 THROUGH 18, TOWNSHIP 48 SOUTH, RANGE 29
EAST IN COLLIER COUNTY, FLORIDA. [PL20210002041]
WHEREAS, the Board of County Commissioners approved the Town of Ave Maria
Stewardship Sending Area (SRA) by Resolution No. 2004-89 on March 23, 2004 and Resolution
No. 2005-234A on June 14, 2005; and
WHEREAS, the Board of County Commissioners approved amendments to the SRA by
Resolution No. 11-131 on July 26, 2011; Resolution No. 2012-232 on November 13, 2012;
Resolution No. 14-222 on October 14, 2014; Resolution No. 19-102 on June 11, 2019; Resolution
No. 2021-67; and Resolution No. 2022-09 on January 11, 2022; and
WHEREAS, as part of the approval of the SRA, the Board approved the Ave Maria Town
Plan and Master Plan; and
[22-CPS-02229/1785091/1]130
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WHEREAS, Ave Maria Development LLLP has applied for an amendment to the SRA
Town Plan and Master Plan in accordance with Section 4.08.07.F of the LDC and Appendix D of
the Ave Maria Town Plan; and
WHEREAS, Applicant and Owner seek to utilize 193.4 Stewardship Credits generated from
the Board's designation of SSA #6 and 7246.6 Stewardship Credits generated from the Board's
designation of SSA #9 to entitle the designation of the additional acreage for the Town of Ave
Maria SRA.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA that:
1. The Board hereby approves and designates an additional 951.8± acres as part of the Town of
Ave Maria SRA and removes 50.6± acres from the SRA bringing the total SRA acreage to
5928 acres described in the revised legal description attached hereto as Exhibit "A", subject
to the requirements of the SRA Development Document and Master Plan set forth in
Resolution No. 2004-89, as amended, and as further amended by this Resolution, subject to
the following condition:
Prior to issuance of the first SDP and/or PPL for the 951.8± acres of lands
being added to the Town as shown on The SRA Boundary Modification
Exhibit, attached hereto as Exhibit "A-1", a Listed Species Management
Plan, to include the Town of Ave Maria SRA Amendment Human-Wildlife
Coexistence Plan, must be provided for County review, with approval from
FWCC and/or USFWS, for management of the Florida panther (Puma
concolor corgi) and all other listed species, unless FWCC and USFWS
determines mitigation and management are not needed.
2. The Board hereby approves the Amended Stewardship Receiving Credit Agreement, a copy
of which is attached hereto as Exhibit "B", requiring Owners to transfer and assign an
additional 7,440 Stewardship Credits for a total of 36,098.4 Stewardship Credits for the
Town of Ave Maria SRA.
3 The Master Plan, Page 6 of the Town Plan, is hereby deleted in its entirety and replaced
with the Master Plan attached hereto as Exhibit"C"to this Resolution.
4. Pages 1 and 2 of the Executive Summary, Page 2 of the Introduction, and Page 3 of the
Statement of Compliance, are hereby amended and replaced with the pages attached hereto
as Exhibit"D" to this Resolution.
5. Pages 2, 3, 5, 7, 9, 11, 13, 23, 54, 76, 97, 114, 124, 126, 132, 140, 170, and 175 of the
Town Plan are hereby amended and replaced with the pages attached hereto as Exhibit"E"
to this Resolution.
6. Appendix A of the Town Plan, the legal description, is hereby deleted in its entirety and
replaced with Appendix A attached hereto as Exhibit "A" to this Resolution.
[22-CPS-02229/1785 091/1113 0
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7. The Natural Resource Index (NRI) Assessment for the added acreage is attached hrereto as
Exhibit "F."
8. Except as set forth herein, the Ave Maria Town Plan shall remain in full force and effect.
. THIS RESOLUTION ADOPTED after motion, second and majority vote this J3 day of
Use- , 2023.
ATTEST: BOARD OF COUNTY COMMISSIONERS
CRYSTAL K. KINZEL, CLERK COLLIER COUNTY, FLORIDA
By: By: (---)24 ?
Attest as to Chairman's Deputy Clerk Rick LoCastro, Chairman
signature only
Approved as to form and legality:
Heidi Ashton-Cicko
Managing Assistant County Attorney
Attachments:
Exhibit A—Revised Legal Description and Appendix A, Revised Legal Description, of Town Plan
Exhibit A-1 — SRA Boundary Modification Exhibit
Exhibit B —Revised Credit Agreement
Exhibit C—Revised Master Plan
Exhibit D—Pages replaced in SRA application of the Town Plan
Exhibit E—Pages replaced in the Town Plan
Exhibit F —The Natural Resource Index (NRI) Assessment for added acreage
[22-CPS-02229/1785091/1]130
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EXHIBIT A TO RESOLUTION AND APPENDIX A TO TOWN PLAN 1 7 C
APPENDIXA PENINSULA /
ENGINEERING
LEGAL DESCRIPTION
OF PART OF SECTION 36, TOWNSHIP 47 SOUTH, RANGE 28 EAST,
AND SECTIONS 28, 29 , 30, 31, 32, 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST,
AND SECTIONS 4, 5, 6, 7, 8, 9, 16, 17, 18, TOWNSHIP 48 SOUTH, RANGE 29 EAST,
COLLIER COUNTY, FLORIDA
ALL THAT PART OF SECTION 36, TOWNSHIP 47 SOUTH, RANGE 28 EAST,
AND SECTIONS 28, 29 , 30, 31, 32 AND 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, AND SECTIONS 4, 5,
6, 7, 8, 9, 16, 17 AND 18, TOWNSHIP 48 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA. BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SECTION 16, TOWNSHIP 48 SOUTH, RANGE 29
EAST, COLLIER COUNTY, FLORIDA;
THENCE NORTH 01°04'07"WEST 150.00 FEET TO THE POINT OF BEGINNING;
THENCE SOUTH 88°57'06" WEST 354.33 FEET;
THENCE NORTH 01°07'23" WEST 200.01 FEET;
THENCE SOUTH 88°57'05"WEST 2,215.48 FEET;
THENCE SOUTH 88°55'37"WEST 1,128.15 FEET;
THENCE SOUTH 89°32'56"WEST 1,286.63 FEET;
THENCE NORTH 00°27'04"WEST 1,089.55 FEET;
THENCE SOUTH 89°32'56"WEST 242.19 FEET;
THENCE SOUTH 89°24'19" WEST 3,977.40 FEET;
THENCE NORTH 00°01'40" EAST 1,280.68 FEET;
THENCE NORTH 90°00'00" EAST 1,125.68 FEET;
THENCE NORTH 00°19'38" WEST 520.46 FEET;
THENCE NORTH 09°27'58" EAST 38.31 FEET;
THENCE NORTH 14°56'15" EAST 32.59 FEET;
THENCE NORTH 59°02'49" EAST 24.49 FEET;
THENCE NORTH 68°12'25" EAST 33.93 FEET;
THENCE NORTH 73°08'54" EAST 72.42 FEET;
THENCE NORTH 69°14'09" EAST 65.14 FEET;
THENCE NORTH 61°11'58" EAST 47.93 FEET;
THENCE NORTH 56°44'10" EAST 80.38 FEET;
THENCE NORTH 54°18'17" EAST 82.75 FEET;
THENCE NORTH 51°34'19" EAST 552.31 FEET;
THENCE NORTH 12°32'03" EAST 52.12 FEET;
THENCE NORTH 16°41'34" WEST 780.99 FEET;
THENCE NORTH 38°40'18"WEST 48.27 FEET;
THENCE NORTH 55°58'45"WEST 175.13 FEET;
THENCE NORTH 78°14'12" WEST 46.21 FEET;
THENCE SOUTH 86°41'17" WEST 358.77 FEET;
THENCE NORTH 43°16'35"WEST 44.00 FEET;
THENCE NORTH 01°28'53"WEST 584.34 FEET;
THENCE NORTH 88°45'30" EAST 2,256.99 FEET;
THENCE NORTH 11°31'40"WEST 679.82 FEET;
THENCE NORTH 29°57'19" EAST 43.24 FEET;
THENCE NORTH 80°03'11" EAST 750.96 FEET;
THENCE NORTH 82°05'14" EAST 23.32 FEET;
2600 Golden Gate Parkway, Nape
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PENINSULA �
FNGINFFIRING
THENCE NORTH 08°45'48" WEST 831.15 FEET;
THENCE 82.76 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
SOUTHEAST HAVING A RADIUS OF 128.55 FEET THROUGH A CENTRAL ANGLE OF 36°53'11" AND
BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 23°30'23" EAST 81.34 FEET TO A POINT OF
REVERSE CURVATURE;
THENCE 149.95 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WEST HAVING A RADIUS OF
215.80 FEET THROUGH A CENTRAL ANGLE OF 39°48'43" AND BEING SUBTENDED BY A CHORD WHICH
BEARS NORTH 22°02'37" EAST 146.95 FEET;
THENCE NORTH 02°08'16" EAST 434.86 FEET;
THENCE NORTH 38°40'13" EAST 124.61 FEET;
THENCE NORTH 23°55'58" EAST 503.82 FEET;
THENCE NORTH 89°19'06" EAST 272.53 FEET;
THENCE NORTH 81°10'42" EAST 718.98 FEET;
THENCE NORTH 09°56'39" EAST 638.73 FEET;
THENCE NORTH 73°36'58" EAST 172.46 FEET;
THENCE NORTH 10°53'22" EAST 171.73 FEET;
THENCE 327.51 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
SOUTHWEST HAVING A RADIUS OF 275.44 FEET THROUGH A CENTRAL ANGLE OF 68°07'37" AND
BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 39°53'35" WEST 308.56 FEET;
THENCE NORTH 73°57'24" WEST 492.85 FEET;
THENCE 313.21 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTH
HAVING A RADIUS OF 331.73 FEET THROUGH A CENTRAL ANGLE OF 54°05'52" AND BEING
SUBTENDED BY A CHORD WHICH BEARS WEST 301.71 FEET;
THENCE SOUTH 62°57'04" WEST 506.32 FEET;
THENCE 155.39 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
SOUTHEAST HAVING A RADIUS OF 107.24 FEET THROUGH A CENTRAL ANGLE OF 83°01'31"AND
BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 27°09'30" WEST 142.15 FEET;
THENCE SOUTH 14°21'16" EAST 287.88 FEET;
THENCE 341.14 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
SOUTHEAST HAVING A RADIUS OF 168.89 FEET THROUGH A CENTRAL ANGLE OF 1 15°44'01" AND
BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 29°11'23" WEST 286.03 FEET;
THENCE SOUTH 87°03'24"WEST 81.50 FEET;
THENCE SOUTH 19°06'00" WEST 178.46 FEET;
THENCE SOUTH 73°34'35" WEST 263.81 FEET;
THENCE SOUTH 33°42'00" WEST 81.86 FEET;
THENCE SOUTH 51°52'05" WEST 1,402.28 FEET;
THENCE 219.21 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
SOUTHEAST HAVING A RADIUS OF 151.50 FEET THROUGH A CENTRAL ANGLE OF 82°54'07" AND
BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 22°50'28" WEST 200.58 FEET;
THENCE SOUTH 18°36'35" EAST 1,047.10 FEET;
THENCE 196.86 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
NORTHEAST HAVING A RADIUS OF 170.73 FEET THROUGH A CENTRAL ANGLE OF 66°04'00" AND
BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 48°32'34" EAST 186.14 FEET;
THENCE SOUTH 81°34'34" EAST 177.10 FEET;
THENCE SOUTH 14°02'28" EAST 106.97 FEET;
THENCE SOUTH 15°53'24" WEST 33.42 FEET;
THENCE SOUTH 72°18'08" WEST 347.96 FEET;
THENCE CONTINUE ALONG SAID LINE SOUTH 72°18'08" WEST 977.05 FEET;
THENCE NORTH 16°22'40" WEST 868.64 FEET;
THENCE NORTH 16°02'21" WEST 1,001.63 FEET;
THENCE NORTH 15°43'23"WEST 808.63 FEET;
THENCE NORTH 14°29'42" WEST 215.30 FEET; Appendix A
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PENINSULA
FNGINFFRING Ali
THENCE NORTH 02°51'21" WEST 51.77 FEET;
THENCE NORTH 37°59'19" EAST 51.77 FEET;
THENCE NORTH 58°24'39" EAST 660.90 FEET;
THENCE NORTH 56°56'25" EAST 865.77 FEET;
THENCE NORTH 62°27'21" EAST 303.89 FEET;
THENCE NORTH 58°11'43" EAST 148.88 FEET;
THENCE NORTH 66°27'20" EAST 99.67 FEET;
THENCE NORTH 79°59'44" EAST 60.67 FEET;
THENCE NORTH 18°39'40" EAST 212.96 FEET;
THENCE NORTH 13°26'09" EAST 80.67 FEET;
THENCE NORTH 04°05'14" EAST 65.75 FEET;
THENCE NORTH 00°47'28" EAST 593.12 FEET;
THENCE NORTH 05°29'40" EAST 61.18 FEET;
THENCE NORTH 20°17'22" EAST 57.43 FEET;
THENCE NORTH 51°55'17" EAST 55.07 FEET;
THENCE SOUTH 84°48'27" EAST 51.76 FEET;
THENCE SOUTH 67°53'53" EAST 40.46 FEET;
THENCE SOUTH 53°37'33" EAST 55.29 FEET;
THENCE SOUTH 55°37'37" EAST 158.19 FEET;
THENCE SOUTH 66°28'32" EAST 79.22 FEET;
THENCE SOUTH 81°19'48" EAST 69.92 FEET;
THENCE NORTH 80°53'08" EAST 96.10 FEET;
THENCE NORTH 83°09'35" EAST 88.49 FEET;
THENCE SOUTH 75°58'08" EAST 57.96 FEET;
THENCE SOUTH 45°44'09" EAST 65.43 FEET;
THENCE SOUTH 23°12'23" EAST 107.03 FEET;
THENCE SOUTH 31°09'29" EAST 124.53 FEET;
THENCE SOUTH 36°28'03" EAST 195.13 FEET;
THENCE SOUTH 41°49'01" EAST 193.27 FEET;
THENCE SOUTH 41°27'57" EAST 187.53 FEET;
THENCE SOUTH 50°06'28" EAST 177.12 FEET;
THENCE NORTH 86°06'03" EAST 103.33 FEET;
THENCE NORTH 82°07'11" EAST 76.87 FEET;
THENCE NORTH 58°49'02" EAST 61.16 FEET;
THENCE NORTH 41°11'10" EAST 266.09 FEET;
THENCE NORTH 43°45'15" EAST 203.61 FEET;
THENCE NORTH 63°26'06" EAST 230.87 FEET;
THENCE NORTH 55°12'54" EAST 17.74 FEET;
THENCE NORTH 06°58'17"WEST 40.07 FEET;
THENCE NORTH 60°20'46" EAST 94.06 FEET;
THENCE NORTH 14°42'46" EAST 42.02 FEET;
THENCE NORTH 52°22'08" EAST 29.10 FEET;
THENCE NORTH 05°13'18" EAST 37.01 FEET;
THENCE NORTH 07°13'16"WEST 185.10 FEET;
THENCE NORTH 08°55'50"WEST 66.36 FEET;
THENCE NORTH 08°35'26"WEST 70.11 FEET;
THENCE NORTH 03°30'28" EAST 24.24 FEET;
THENCE NORTH 09°22'28" EAST 32.62 FEET;
THENCE NORTH 32°03'11" EAST 61.35 FEET;
THENCE NORTH 41°59'52" EAST 54.16 FEET;
THENCE NORTH 46°38'59" EAST 44.15 FEET;
THENCE NORTH 40°19'34" EAST 80.40 FEET;
2600 Goiden Gate Parkway,Naples, Honda,34105 Office 239.403.6700 i",ix 2:i9.261.1797 Appendix A
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LA ';
PENIN U (,.
FNGINEERING
THENCE NORTH 39°30'46" EAST 42.43 FEET;
THENCE NORTH 52°07'39" EAST 71.16 FEET;
THENCE NORTH 60°17'11" EAST 55.95 FEET;
THENCE NORTH 68°43'34" EAST 63.02 FEET;
THENCE NORTH 86°12'19" EAST 41.51 FEET;
THENCE SOUTH 75°32'58" EAST 74.98 FEET;
THENCE NORTH 78°55'50" EAST 42.97 FEET;
THENCE NORTH 69°31'07" EAST 36.80 FEET;
THENCE NORTH 75°37'20" EAST 34.34 FEET;
THENCE SOUTH 72°08'39" EAST 57.43 FEET;
THENCE SOUTH 56°52'50" EAST 70.22 FEET;
THENCE SOUTH 56°52'18" EAST 99.31 FEET;
THENCE SOUTH 70°35'59" EAST 56.76 FEET;
THENCE SOUTH 85°12'15" EAST 70.23 FEET;
THENCE NORTH 85°47'37" EAST 52.90 FEET;
THENCE NORTH 77°16'18" EAST 51.33 FEET;
THENCE NORTH 64°20'23" EAST 9.49 FEET;
THENCE NORTH 23°58'25" EAST 60.47 FEET;
THENCE NORTH 39°27'42" EAST 136.06 FEET;
THENCE NORTH 18°12'03" EAST 123.70 FEET;
THENCE NORTH 16°26'30"WEST 137.54 FEET;
THENCE NORTH 45°55'34"WEST 133.51 FEET;
THENCE NORTH 84°43'21"WEST 101.26 FEET;
THENCE SOUTH 87°06'53"WEST 375.05 FEET;
THENCE SOUTH 86°31'55"WEST 296.36 FEET;
THENCE NORTH 02°29'11"WEST 25.06 FEET;
THENCE SOUTH 85°19'00"WEST 63.79 FEET;
THENCE SOUTH 87°01'35"WEST 57.73 FEET;
THENCE NORTH 85°14'11" WEST 27.05 FEET;
THENCE NORTH 86°11'09"WEST 22.51 FEET;
THENCE NORTH 71°01'47" WEST 25.34 FEET;
THENCE NORTH 74°57'44"WEST 25.97 FEET;
THENCE NORTH 80°42'24" WEST 41.73 FEET;
THENCE NORTH 77°00'19"WEST 49.95 FEET;
THENCE NORTH 78°26'56"WEST 104.70 FEET;
THENCE NORTH 78°45'16"WEST 195.82 FEET;
THENCE NORTH 79°21'51"WEST 81.14 FEET;
THENCE NORTH 76°30'15"WEST 38.50 FEET;
THENCE NORTH 70°33'36" WEST 13.50 FEET;
THENCE NORTH 53°58'21"WEST 10.18 FEET;
THENCE NORTH 53°58'22"WEST 10.18 FEET;
THENCE NORTH 43°09'08"WEST 16.42 FEET;
THENCE NORTH 34°52'31"WEST 30.12 FEET;
THENCE NORTH 37°08'48"WEST 31.00 FEET;
THENCE NORTH 45°00'00"WEST 37.06 FEET;
THENCE NORTH 43°28'45"WEST 29.92 FEET;
THENCE NORTH 52°29'45" WEST 40.59 FEET;
THENCE NORTH 53°28'16"WEST 25.16 FEET;
THENCE NORTH 69°51'49" WEST 23.93 FEET;
THENCE NORTH 72°53'50"WEST 40.74 FEET;
THENCE NORTH 74°38'02"WEST 101.72 FEET;
THENCE NORTH 76°25'14"WEST 79.73 FEET;
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PENINSULA
FNGINFERING
THENCE NORTH 73°50'34" WEST 83.41 FEET;
THENCE NORTH 77°16'32"WEST 71.39 FEET;
THENCE NORTH 89°42'58" WEST 0.16 FEET;
THENCE NORTH 70°38'50"WEST 32.47 FEET;
THENCE NORTH 75°44'50"WEST 240.26 FEET;
THENCE SOUTH 76°22'29" WEST 54.20 FEET;
THENCE NORTH 75°46'41"WEST 12.81 FEET;
THENCE NORTH 78°06'45" WEST 243.02 FEET;
THENCE SOUTH 87°32'28" WEST 438.43 FEET;
THENCE SOUTH 86°36'21"WEST 1,109.58 FEET;
THENCE NORTH 77°00'11"WEST 142.86 FEET;
THENCE NORTH 17°30'03" EAST 207.66 FEET;
THENCE NORTH 79°12'42"WEST 648.91 FEET;
THENCE NORTH 60°23'31"WEST 201.48 FEET;
THENCE CONTINUE ALONG SAID LINE NORTH 60°23'31" WEST 96.77 FEET;
THENCE NORTH 15°23'31"WEST 24.04 FEET;
THENCE NORTH 60°23'31" WEST 359.22 FEET;
THENCE SOUTH 74°36'29" WEST 24.04 FEET;
THENCE NORTH 60°23'31" WEST 74.11 FEET;
THENCE NORTH 07°46'40"WEST 329.68 FEET;
THENCE NORTH 02°36'09"WEST 45.49 FEET;
THENCE NORTH 19°58'59"WEST 24.18 FEET;
THENCE NORTH 50°54'22"WEST 42.58 FEET;
THENCE NORTH 61°23'23"WEST 51.76 FEET;
THENCE NORTH 66°34'18"WEST 67.53 FEET;
THENCE NORTH 69°41'11"WEST 428.39 FEET;
THENCE NORTH 70°24'12" WEST 628.17 FEET;
THENCE NORTH 68°54'47" WEST 215.29 FEET;
THENCE NORTH 69°23'00"WEST 343.17 FEET;
THENCE NORTH 69°35'25" WEST 94.77 FEET;
THENCE NORTH 71°33'54" WEST 42.46 FEET;
THENCE NORTH 76°30'15"WEST 26.55 FEET;
THENCE SOUTH 81°52'12"WEST 10.38 FEET;
THENCE NORTH 03°20'45" EAST 37.51 FEET;
THENCE 19.24 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTH
HAVING A RADIUS OF 142.45 FEET THROUGH A CENTRAL ANGLE OF 07°44'14"AND BEING
SUBTENDED BY A CHORD WHICH BEARS SOUTH 89°14'21" EAST 19.22 FEET TO A POINT OF REVERSE
CURVATURE;
THENCE 17.14 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHWEST HAVING A
RADIUS OF 14.00 FEET THROUGH A CENTRAL ANGLE OF 70°07'51"AND BEING SUBTENDED BY A
CHORD WHICH BEARS NORTH 59°33'50" EAST 16.09 FEET;
THENCE NORTH 24°29'55" EAST 8.32 FEET;
THENCE NORTH 31°14'01"WEST 17.16 FEET;
THENCE NORTH 13°29'45" EAST 797.35 FEET;
THENCE NORTH 67°50'44" EAST 418.32 FEET;
THENCE NORTH 37°39'56" EAST 34.70 FEET;
THENCE NORTH 15°00'04"WEST 7.09 FEET;
THENCE NORTH 09°44'37"WEST 29.09 FEET;
THENCE NORTH 34°31'24" EAST 30.44 FEET;
THENCE NORTH 37°33'50" EAST 57.89 FEET;
THENCE NORTH 37°38'54" EAST 82.20 FEET;
THENCE NORTH 37°31'13" EAST 87.95 FEET;
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PENINSULA
ENGINEERING' I
THENCE NORTH 38°41'56" EAST 85.43 FEET;
THENCE NORTH 31°45'33" EAST 106.24 FEET;
THENCE NORTH 30°15'42" EAST 99.96 FEET;
THENCE NORTH 29°16'18" EAST 94.59 FEET;
THENCE NORTH 26°23'10" EAST 88.01 FEET;
THENCE NORTH 22°30'47" EAST 87.82 FEET;
THENCE NORTH 18°21'12" EAST 77.01 FEET;
THENCE NORTH 30°33'53" EAST 99.99 FEET;
THENCE NORTH 27°15'39" EAST 61.95 FEET;
THENCE NORTH 34°08'59" EAST 48.68 FEET;
THENCE NORTH 48°49'37" EAST 43.42 FEET;
THENCE NORTH 58°07'01" EAST 52.34 FEET;
THENCE NORTH 63°30'46" EAST 78.49 FEET;
THENCE NORTH 66°54'01" EAST 83.15 FEET;
THENCE NORTH 66°45'00" EAST 45.64 FEET;
THENCE SOUTH 61°55'39" EAST 6.91 FEET;
THENCE NORTH 69°34'35" EAST 118.02 FEET;
THENCE NORTH 81°56'55" EAST 17.06 FEET;
THENCE NORTH 86°43'15" EAST 124.39 FEET;
THENCE NORTH 13°46'19" WEST 328.58 FEET;
THENCE NORTH 70°48'07" EAST 76.21 FEET;
THENCE NORTH 54°29'06" EAST 37.97 FEET;
THENCE NORTH 21°53'45" WEST 54.48 FEET;
THENCE NORTH 70°47'14" EAST 77.55 FEET;
THENCE NORTH 71°02'31" EAST 35.61 FEET;
THENCE NORTH 72°16'21" EAST 131.70 FEET;
THENCE NORTH 72°04'43" EAST 126.98 FEET;
THENCE NORTH 73°13'18" EAST 106.86 FEET;
THENCE NORTH 71°11'17" EAST 74.14 FEET;
THENCE NORTH 68°33'08" EAST 30.93 FEET;
THENCE NORTH 71°33'54" EAST 17.88 FEET;
THENCE NORTH 81°15'14" EAST 13.52 FEET;
THENCE SOUTH 83°05'20" EAST 17.09 FEET;
THENCE SOUTH 47°43'35" EAST 15.29 FEET;
THENCE SOUTH 37°20'58" EAST 24.58 FEET;
THENCE SOUTH 16°38'20" EAST 46.68 FEET;
THENCE SOUTH 24°10'17" EAST 35.78 FEET;
THENCE SOUTH 21°52'45" EAST 70.36 FEET;
THENCE SOUTH 34°33'45" EAST 28.09 FEET;
THENCE SOUTH 47°26'12" EAST 34.20 FEET;
THENCE SOUTH 52°25'53" EAST 8.43 FEET;
THENCE SOUTH 71°33'54" EAST 9.75 FEET;
THENCE SOUTH 85°01'49" EAST 11.87 FEET;
THENCE SOUTH 87°08'15" EAST 20.59 FEET;
THENCE SOUTH 88°25'50" EAST 37.54 FEET;
THENCE NORTH 87°33'48" EAST 48.37 FEET;
THENCE SOUTH 89°35'00" EAST 141.38 FEET;
THENCE NORTH 89°06'34" EAST 99.23 FEET;
THENCE NORTH 84°31'51" EAST 48.55 FEET;
THENCE NORTH 82°20'00" EAST 26.97 FEET;
THENCE NORTH 79°46'40" EAST 31.87 FEET;
THENCE NORTH 76°27'51" EAST 28.56 FEET;
2600 Golden Gate Parkway,Naples, Florida, 34105 Office 23,'.4u3.e!dd aA 239.261.1:97 Appendix A
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ENGINEERING
THENCE NORTH 70°23'45" EAST 39.84 FEET;
THENCE NORTH 70°48'11" EAST 134.46 FEET;
THENCE NORTH 70°37'19" EAST 79.02 FEET;
THENCE NORTH 66°32'28" EAST 29.70 FEET;
THENCE NORTH 57°49'44" EAST 37.66 FEET;
THENCE NORTH 53°21'57" EAST 74.96 FEET;
THENCE NORTH 54°24'59" EAST 148.87 FEET;
THENCE NORTH 50°50'35" EAST 203.54 FEET;
THENCE NORTH 48°43'53" EAST 33.52 FEET;
THENCE NORTH 32°23'52" EAST 31.67 FEET;
THENCE 334.86 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE WEST
HAVING A RADIUS OF 272.48 FEET THROUGH A CENTRAL ANGLE OF 70°24'48"AND BEING
SUBTENDED BY A CHORD WHICH BEARS NORTH 06°25'03" WEST 314.18 FEET;
THENCE NORTH 41°37'27"WEST 133.18 FEET;
THENCE 184.60 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A
RADIUS OF 573.36 FEET THROUGH A CENTRAL ANGLE OF 18°26'50" AND BEING SUBTENDED BY A
CHORD WHICH BEARS NORTH 50°50'52"WEST 183.80 FEET;
THENCE NORTH 60°04'16" WEST 149.32 FEET;
THENCE 44.34 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE EAST
HAVING A RADIUS OF 29.99 FEET THROUGH A CENTRAL ANGLE OF 84°41'37"AND BEING SUBTENDED
BY A CHORD WHICH BEARS NORTH 17°43'30" WEST 40.41 FEET;
THENCE NORTH 24°37'19" EAST 570.03 FEET;
THENCE CONTINUE ALONG SAID LINE NORTH 24°37'19" EAST 101.66 FEET;
THENCE NORTH 23°58'37" EAST 211.35 FEET;
THENCE NORTH 27°45'05" EAST 100.63 FEET;
THENCE NORTH 34°51'48" EAST 129.90 FEET;
THENCE NORTH 36°14'23" EAST 119.58 FEET;
THENCE NORTH 39°15'14" EAST 61.92 FEET;
THENCE NORTH 30°37'48" EAST 96.80 FEET;
THENCE NORTH 31°09'42" EAST 136.09 FEET;
THENCE NORTH 31°57'25" EAST 103.02 FEET;
THENCE NORTH 32°39'03" EAST 134.08 FEET;
THENCE NORTH 28°32'24" EAST 53.34 FEET;
THENCE NORTH 31°15'49" EAST 35.90 FEET;
THENCE NORTH 36°52'12" EAST 24.66 FEET;
THENCE NORTH 53°49'13" EAST 22.74 FEET;
THENCE NORTH 59°30'01" EAST 46.43 FEET;
THENCE NORTH 58°16'35" EAST 70.87 FEET;
THENCE NORTH 46°49'06" EAST 48.85 FEET;
THENCE NORTH 34°36'20" EAST 66.58 FEET;
THENCE NORTH 36°23'58" EAST 266.89 FEET;
THENCE NORTH 35°28'00" EAST 51.47 FEET;
THENCE NORTH 24°13'40" EAST 48.08 FEET;
THENCE NORTH 20°29'50" EAST 62.60 FEET;
THENCE NORTH 17°32'36" EAST 44.54 FEET;
THENCE NORTH 11°02'07" EAST 134.56 FEET;
THENCE NORTH 09°20'41" EAST 65.81 FEET;
THENCE NORTH 08°49'13" EAST 32.16 FEET;
THENCE NORTH 02°07'16"WEST 14.81 FEET;
THENCE NORTH 19°58'59"WEST 12.83 FEET;
THENCE NORTH 29°55'53"WEST 20.87 FEET;
THENCE NORTH 45°00'00"WEST 56.96 FEET;
2600 Golden Gate Parkway, Napics, Florida,34105 Office 239 403 67u i9.261.1797 Appendix A
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THENCE NORTH 48°51'56" WEST 57.48 FEET;
THENCE NORTH 42°38'48"WEST 28.31 FEET;
THENCE NORTH 38°47'48"WEST 35.86 FEET;
THENCE NORTH 43°25'04" WEST 39.03 FEET;
THENCE NORTH 49°30'49" WEST 57.23 FEET;
THENCE NORTH 80°05'04"WEST 162.01 FEET;
THENCE SOUTH 70°27'37"WEST 353.26 FEET;
THENCE SOUTH 52°04'25"WEST 180.21 FEET;
THENCE SOUTH 46°15'33" WEST 105.62 FEET;
THENCE SOUTH 14°06'59"WEST 71.07 FEET;
THENCE SOUTH 00°00'00" EAST 184.61 FEET;
THENCE SOUTH 33°22'39" WEST 119.87 FEET;
THENCE SOUTH 51°50'44"WEST 123.51 FEET;
THENCE SOUTH 08°48'01" WEST 181.00 FEET;
THENCE SOUTH 12°32'13"WEST 159.70 FEET;
THENCE SOUTH 29°05'58"WEST 178.41 FEET;
THENCE SOUTH 19°43'20" WEST 92.39 FEET;
THENCE SOUTH 06°03'53"WEST 66.01 FEET;
THENCE SOUTH 33°44'00" EAST 74.98 FEET;
THENCE SOUTH 35°38'09" EAST 285.70 FEET;
THENCE SOUTH 36°44'05"WEST 69.62 FEET;
THENCE SOUTH 37°56'14" WEST 281.93 FEET;
THENCE SOUTH 49°31'43"WEST 127.67 FEET;
THENCE SOUTH 80°25'32"WEST 404.49 FEET;
THENCE NORTH 87°54'54"WEST 90.21 FEET;
THENCE NORTH 25°36'44" WEST 88.26 FEET;
THENCE NORTH 12°58'39"WEST 231.55 FEET;
THENCE NORTH 06°53'41" WEST 202.48 FEET;
THENCE NORTH 27°13'10" WEST 136.55 FEET;
THENCE NORTH 25°34'19"WEST 232.85 FEET;
THENCE SOUTH 65°09'12"WEST 91.77 FEET;
THENCE SOUTH 62°32'35"WEST 179.73 FEET;
THENCE SOUTH 40°40'30" WEST 69.24 FEET;
THENCE SOUTH 25°23'41" WEST 80.83 FEET;
THENCE SOUTH 07°19'04"WEST 272.16 FEET;
THENCE SOUTH 24°58'00" WEST 197.30 FEET;
THENCE SOUTH 19°11'56"WEST 158.12 FEET;
THENCE SOUTH 12°44'34" WEST 220.40 FEET;
THENCE SOUTH 16°08'12"WEST 274.18 FEET;
THENCE SOUTH 04°07'12"WEST 97.07 FEET;
THENCE SOUTH 24°50'20" EAST 57.86 FEET;
THENCE SOUTH 71°32'44" EAST 285.12 FEET;
THENCE SOUTH 23°16'18" EAST 105.39 FEET;
THENCE SOUTH 55°19'43" EAST 109.62 FEET;
THENCE SOUTH 61°47'13" EAST 59.01 FEET;
THENCE SOUTH 04°32'27"WEST 218.94 FEET;
THENCE SOUTH 62°48'36" WEST 159.81 FEET;
THENCE SOUTH 62°13'07"WEST 380.23 FEET;
THENCE SOUTH 65°59'35" WEST 157.48 FEET;
THENCE CONTINUE ALONG SAID LINE SOUTH 65°59'35" WEST 165.20 FEET;
THENCE NORTH 57°18'14"WEST 288.59 FEET;
THENCE NORTH 10°35'39"WEST 112.69 FEET;
2000 Colder}Gate Parkway,Napies, f i41.u. Office 239 403.6700 Fax 239.261.1797 Appendix A
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ENGINEERING
THENCE NORTH 34°10'37"WEST 80.33 FEET;
THENCE NORTH 80°29'31"WEST 84.44 FEET;
THENCE SOUTH 80°29'10"WEST 168.78 FEET;
THENCE NORTH 24°16'43"WEST 252.93 FEET;
THENCE NORTH 36°32'15" WEST 99.05 FEET;
THENCE NORTH 71°40'01"WEST 54.78 FEET;
THENCE SOUTH 66°47'19"WEST 60.37 FEET;
THENCE SOUTH 49°53'20" WEST 371.87 FEET;
THENCE SOUTH 11°01'44"WEST 127.06 FEET;
THENCE SOUTH 08°23'02"WEST 189.92 FEET;
THENCE SOUTH 05°03'18" WEST 355.01 FEET;
THENCE SOUTH 21°53'22"WEST 74.28 FEET;
THENCE SOUTH 87°25'10" WEST 72.89 FEET;
THENCE NORTH 88°34'25" WEST 263.66 FEET;
THENCE MORTH 90°00,00"WEST 353.73 FEET;
THENCE NORTH 16°28'18" WEST 44.49 FEET;
THENCE NORTH 05°27'34" EAST 451.68 FEET;
THENCE NORTH 05°27'37" EAST 140.12 FEET;
THENCE NORTH 22°49'53" EAST 128.19 FEET;
THENCE NORTH 22°49'55" EAST 178.94 FEET;
THENCE NORTH 61°10'39" EAST 66.37 FEET;
THENCE NORTH 57°25'33" EAST 35.05 FEET;
THENCE NORTH 45°31'06" EAST 208.44 FEET;
THENCE NORTH 34°34'40" EAST 34.88 FEET;
THENCE NORTH 00°17'55" EAST 39.38 FEET;
THENCE NORTH 18°44'29"WEST 30.33 FEET;
THENCE NORTH 44°51'02"WEST 39.13 FEET;
THENCE NORTH 35°26'57" EAST 36.45 FEET;
THENCE NORTH 75°05'04" EAST 191.26 FEET;
THENCE NORTH 78°18'20" EAST 230.73 FEET;
THENCE NORTH 42°17'55" EAST 47.70 FEET;
THENCE NORTH 11°48'13" EAST 270.74 FEET;
THENCE NORTH 12°31'52" EAST 268.96 FEET;
THENCE NORTH 05°56'18" EAST 226.03 FEET;
THENCE NORTH 15°37'05" EAST 96.66 FEET;
THENCE NORTH 45°40'40" EAST 79.32 FEET;
THENCE NORTH 31°13'34" EAST 57.57 FEET;
THENCE NORTH 11°08'47"WEST 49.34 FEET;
THENCE NORTH 44°55'31" WEST 55.62 FEET;
THENCE NORTH 39°20'48"WEST 216.44 FEET;
THENCE NORTH 18°29'43"WEST 61.43 FEET;
THENCE NORTH 18°04'35"WEST 31.07 FEET;
THENCE NORTH 45°00'00"WEST 13.92 FEET;
THENCE NORTH 00°16'24" EAST 107.49 FEET;
THENCE NORTH 17°09'43" EAST 102.19 FEET;
THENCE NORTH 28°49'30" EAST 144.23 FEET;
THENCE NORTH 42°24'23" EAST 250.02 FEET;
THENCE NORTH 23°44'16" EAST 74.39 FEET;
THENCE NORTH 00°17'54" EAST 19.69 FEET;
THENCE NORTH 47°47'05" EAST 13.43 FEET;
THENCE NORTH 00°11'57" EAST 59.08 FEET;
THENCE NORTH 53°03'30"WEST 49.15 FEET;
2601)Golden Gate Parkway,Naples, Florida,34105 Office 239 403 6700 Fax 239.261 1797 Appendix A
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N I N LA 'S }
ENGINFERING
THENCE SOUTH 80°34'11" WEST 60.09 FEET;
THENCE SOUTH 78°37'22"WEST 291.15 FEET;
THENCE NORTH 22°29'11" WEST 54.17 FEET;
THENCE NORTH 04°45'49" EAST 175.37 FEET;
THENCE NORTH 19°19'48" EAST 139.12 FEET;
THENCE NORTH 34°16'10" EAST 202.54 FEET;
THENCE NORTH 34°50'27" EAST 152.95 FEET;
THENCE NORTH 36°01'07" EAST 149.12 FEET;
THENCE NORTH 35°44'13" EAST 78.84 FEET;
THENCE NORTH 37°38'44" EAST 121.24 FEET;
THENCE NORTH 02°52'35" EAST 83.80 FEET;
THENCE NORTH 07°44'54" WEST 187.14 FEET;
THENCE NORTH 03°06'02" WEST 468.36 FEET;
THENCE NORTH 88°51'10" EAST 696.73 FEET;
THENCE NORTH 27°16'47" EAST 8.29 FEET;
THENCE NORTH 88°30'24" EAST 285.47 FEET;
THENCE 85.37 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A
RADIUS OF 92.30 FEET THROUGH A CENTRAL ANGLE OF 52°59'46" AND BEING SUBTENDED BY A
CHORD WHICH BEARS SOUTH 64°59'43" EAST 82.36 FEET;
THENCE 218.05 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE NORTH
HAVING A RADIUS OF 151.97 FEET THROUGH A CENTRAL ANGLE OF 82°12'30" AND BEING
SUBTENDED BY A CHORD WHICH BEARS SOUTH 79°36'25" EAST 199.82 FEET TO A POINT OF
COMPOUND CURVE;
THENCE 89.72 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHWEST HAVING A
RADIUS OF 867.72 FEET THROUGH A CENTRAL ANGLE OF 05°55'28" AND BEING SUBTENDED BY A
CHORD WHICH BEARS NORTH 56°19'36" EAST 89.68 FEET TO A POINT OF REVERSE CURVATURE;
THENCE 59.03 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTH HAVING A RADIUS
OF 93.39 FEET THROUGH A CENTRAL ANGLE OF 36°12'54" AND BEING SUBTENDED BY A CHORD
WHICH BEARS NORTH 71°28'19" EAST 58.05 FEET;
THENCE NORTH 89°34'46" EAST 135.27 FEET;
THENCE NORTH 00°25'14" WEST 492.05 FEET;
THENCE SOUTH 78°28'34" EAST 368.27 FEET;
THENCE SOUTH 75°43'31" EAST 382.68 FEET;
THENCE SOUTH 76°00'47" EAST 434.51 FEET;
THENCE SOUTH 82°26'39" EAST 99.84 FEET;
THENCE NORTH 47°28'56" EAST 48.56 FEET;
THENCE NORTH 04°55'26" EAST 60.94 FEET;
THENCE NORTH 49°03'46" WEST 375.66 FEET;
THENCE NORTH 29°12'52"WEST 267.92 FEET;
THENCE NORTH 32°48'25" WEST 236.24 FEET;
THENCE NORTH 23°08'48" WEST 89.23 FEET;
THENCE NORTH 45°41'05" WEST 161.39 FEET;
THENCE CONTINUE ALONG SAID LINE NORTH 45°41'05" WEST 20.65 FEET;
THENCE NORTH 18°40'52" WEST 52.83 FEET;
THENCE NORTH 44°49'05" WEST 10.20 FEET;
THENCE 284.08 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
SOUTHEAST HAVING A RADIUS OF 313.75 FEET THROUGH A CENTRAL ANGLE OF 51°52'43"AND
BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 64°01'44" EAST 274.48 FEET;
THENCE SOUTH 89°33'25" EAST 1,369.78 FEET;
THENCE 146.94 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A
RADIUS OF 80.00 FEET THROUGH A CENTRAL ANGLE OF 105°14'13" AND BEING SUBTENDED BY A
CHORD WHICH BEARS SOUTH 36°56'19" EAST 127.14 FEET;
E)DD fja;cfen Cdte Parkway,Ndpir.5,i"?Jri, ii:, 3 9.403.6700 fax 239.261.1797 Appendix A
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PENINSULAS
ENGINEERING I
THENCE SOUTH 15°40'47"WEST 55.86 FEET;
THENCE CONTINUE ALONG SAID LINE SOUTH 15°40'47" WEST 162.43 FEET;
THENCE CONTINUE ALONG SAID LINE SOUTH 15°40'47" WEST 132.43 FEET;
THENCE SOUTH 16°09'12"WEST 457.86 FEET;
THENCE SOUTH 15°43'04"WEST 464.54 FEET;
THENCE SOUTH 27°27'09" WEST 189.54 FEET;
THENCE SOUTH 13°54'55"WEST 141.16 FEET;
THENCE SOUTH 06°06'40"WEST 195.57 FEET;
THENCE SOUTH 01°28'32" EAST 135.43 FEET;
THENCE SOUTH 35°57'04" EAST 322.31 FEET;
THENCE SOUTH 54°16'15" EAST 139.10 FEET;
THENCE SOUTH 65°37'02" EAST 79.50 FEET;
THENCE SOUTH 87°23'21" EAST 59.55 FEET;
THENCE SOUTH 66°53'26" EAST 241.46 FEET;
THENCE SOUTH 64°45'28" EAST 263.29 FEET;
THENCE SOUTH 71°18'47" EAST 57.07 FEET;
THENCE SOUTH 85°07'33" EAST 50.51 FEET;
THENCE NORTH 81°05'07" EAST 75.18 FEET;
THENCE NORTH 81°43'21" EAST 63.88 FEET;
THENCE NORTH 84°57'08" EAST 36.24 FEET;
THENCE SOUTH 86°25'39" EAST 63.61 FEET;
THENCE SOUTH 81°31'21" EAST 262.28 FEET;
THENCE SOUTH 88°08'03" EAST 273.99 FEET;
THENCE NORTH 80°58'13" EAST 327.79 FEET;
THENCE NORTH 67°50'56" EAST 252.22 FEET;
THENCE NORTH 81°02'01" EAST 819.65 FEET;
THENCE NORTH 81°42'41" EAST 310.84 FEET;
THENCE SOUTH 65°34'43" EAST 80.72 FEET;
THENCE NORTH 89°59'47" EAST 219.16 FEET;
THENCE NORTH 82°42'28" EAST 41.19 FEET;
THENCE NORTH 58°02'38" EAST 138.72 FEET;
THENCE NORTH 41°09'18" EAST 91.38 FEET;
THENCE NORTH 73°57'36" EAST 83.05 FEET;
THENCE NORTH 84°51'58" EAST 305.34 FEET;
THENCE NORTH 86°38'43" EAST 343.90 FEET;
THENCE NORTH 87°28'42" EAST 503.72 FEET;
THENCE NORTH 88°46'01" EAST 328.07 FEET;
THENCE NORTH 37°30'20" EAST 357.69 FEET;
THENCE NORTH 15°32'08" EAST 149.51 FEET;
THENCE NORTH 86°55'36" EAST 261.44 FEET;
THENCE NORTH 72°53'31" EAST 576.59 FEET;
THENCE NORTH 50°45'14" EAST 202.55 FEET;
THENCE NORTH 87°14'14" EAST 314.60 FEET;
THENCE SOUTH 76°38'32" EAST 143.08 FEET;
THENCE NORTH 89°49'43" EAST 1,054.71 FEET;
THENCE SOUTH 75°20'32" EAST 42.85 FEET;
THENCE SOUTH 41°43'41" EAST 38.04 FEET;
THENCE SOUTH 59°44'48" EAST 101.86 FEET;
THENCE SOUTH 82°56'38" EAST 71.89 FEET;
THENCE NORTH 76°31'27" EAST 68.87 FEET;
THENCE NORTH 60°32'45" EAST 175.39 FEET;
THENCE NORTH 78°18'10" EAST 41.23 FEET;
2600 Golden Gate Parkway,Naples, Florida,34105 Office 239.403. ? ia ax 239.261.1797 Appendix A
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THENCE NORTH 89°28'30" EAST 257.27 FEET;
THENCE NORTH 00°45'43" WEST 115.45 FEET;
THENCE SOUTH 89°14'17" WEST 299.30 FEET;
THENCE NORTH 00°45'43"WEST 290.15 FEET;
THENCE NORTH 89°14'17" EAST 299.30 FEET;
THENCE SOUTH 38°39'29" EAST 47.28 FEET;
THENCE SOUTH 78°43'18" EAST 37.76 FEET;
THENCE NORTH 80°32'17" EAST 44.92 FEET;
THENCE NORTH 53°09'40" EAST 110.85 FEET;
THENCE NORTH 90°00'00" EAST 88.72 FEET;
THENCE SOUTH 84°33'47" EAST 155.87 FEET;
THENCE NORTH 86°59'22" EAST 140.60 FEET;
THENCE NORTH 38°39'42" EAST 47.28 FEET;
THENCE NORTH 18°26'02" EAST 46.70 FEET;
THENCE NORTH 02°51'45" EAST 295.75 FEET;
THENCE NORTH 41°20'03" EAST 89.60 FEET;
THENCE NORTH 37°52'30" EAST 84.20 FEET;
THENCE NORTH 09°31'36" EAST 89.85 FEET;
THENCE NORTH 15°10'10"WEST 734.49 FEET;
THENCE NORTH 26°23'04" WEST 116.32 FEET;
THENCE NORTH 57°33'43" WEST 96.37 FEET;
THENCE NORTH 82°53'13" WEST 59.63 FEET;
THENCE SOUTH 56°18'37"WEST 79.88 FEET;
THENCE SOUTH 48°01'05" WEST 89.54 FEET;
THENCE SOUTH 45°01'51" WEST 135.83 FEET;
THENCE SOUTH 72°53'48"WEST 100.44 FEET;
THENCE NORTH 90°00'00"WEST 81.33 FEET;
THENCE NORTH 82°53'15" WEST 59.64 FEET;
THENCE NORTH 38°39'31" WEST 47.28 FEET;
THENCE NORTH 29°03'20" WEST 76.03 FEET;
THENCE NORTH 02°50'47" WEST 148.69 FEET;
THENCE NORTH 18°26'04" EAST 70.05 FEET;
THENCE NORTH 28°36'37" EAST 92.53 FEET;
THENCE NORTH 31°01'23" EAST 86.17 FEET;
THENCE NORTH 14°02'09" EAST 121.79 FEET;
THENCE NORTH 29°03'13" WEST 76.03 FEET;
THENCE NORTH 56°21'05" WEST 79.96 FEET;
THENCE SOUTH 81°15'48"WEST 64.29 FEET;
THENCE NORTH 00°15'32" WEST 184.04 FEET;
THENCE NORTH 89°44'28" EAST 2,566.51 FEET;
THENCE SOUTH 00°15'32" EAST 1093.24 FEET;
THENCE NORTH 90°00'00"WEST 493.24 FEET;
THENCE SOUTH 00°00'00" EAST 935.87 FEET;
THENCE CONTINUE ALONG SAID LINE SOUTH 00°00'00" EAST 382.14 FEET;
THENCE SOUTH 88°54'13" WEST 1,103.68 FEET;
THENCE NORTH 49°08'39"WEST 30.10 FEET;
THENCE NORTH 52°25'53" WEST 87.47 FEET;
THENCE NORTH 81°55'03"WEST 117.26 FEET;
THENCE CONTINUE ALONG SAID LINE NORTH 81°55'03" WEST 5.28 FEET;
THENCE SOUTH 82°48'45" WEST 104.92 FEET;
THENCE SOUTH 54°36'59"WEST 102.02 FEET;
THENCE SOUTH 73°19'36" WEST 91.45 FEET;
2tjUG uoici n C Fate karKway, r pies, Florida, 34105 Office 239 403.6700 Fax 239.2(;s '. Appendix A
Fla Engineer CA 28275 Fla Landscape CA LC26000632 Fla Surveyor/Mapper Town Plan
Page 201
IBC
PENINSULA ()
.n
THENCE SOUTH 00°45'43" EAST 112.51 FEET;
THENCE NORTH 82°52'57" EAST 4.97 FEET;
THENCE NORTH 59°26'48" EAST 47.53 FEET;
THENCE NORTH 77°36'27" EAST 12.36 FEET;
THENCE SOUTH 70°55'29" EAST 16.45 FEET;
THENCE SOUTH 47°41'12" EAST 748.88 FEET;
THENCE SOUTH 34°06'49" EAST 46.63 FEET;
THENCE SOUTH 14°16'24" EAST 615.15 FEET;
THENCE NORTH 85°59'44" EAST 160.53 FEET;
THENCE NORTH 47°06'44" EAST 110.60 FEET;
THENCE NORTH 29°11'18" EAST 460.96 FEET;
THENCE NORTH 13°56'57" EAST 67.16 FEET;
THENCE CONTINUE ALONG SAID LINE NORTH 13°56'57" EAST 142.69 FEET;
THENCE NORTH 76°19'41" EAST 160.84 FEET;
THENCE NORTH 61°43'54" EAST 107.89 FEET;
THENCE NORTH 18°58'36" EAST 21.78 FEET;
THENCE NORTH 90°00'00" EAST 226.22 FEET;
THENCE 279.29 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE EAST
HAVING A RADIUS OF 4,128.07 FEET THROUGH A CENTRAL ANGLE OF 03°52'35" AND BEING
SUBTENDED BY A CHORD WHICH BEARS SOUTH 01°38'58" WEST 279.24 FEET;
THENCE SOUTH 00°14'33" EAST 370.37 FEET;
THENCE CONTINUE ALONG SAID LINE SOUTH 00°14'33" EAST 1,537.82 FEET;
THENCE SOUTH 00°22'10" EAST 2,347.87 FEET;
THENCE NORTH 89°29'01" EAST 210.23 FEET;
THENCE SOUTH 00°23'23" EAST 200.00 FEET;
THENCE SOUTH 89°29'01"WEST 210.30 FEET;
THENCE SOUTH 00°22'10" EAST 62.31 FEET;
THENCE SOUTH 00°30'10" EAST 2,674.23 FEET;
THENCE SOUTH 00°35'31" EAST 2,684.53 FEET;
THENCE SOUTH 00°38'11" EAST 2,610.24 FEET;
THENCE SOUTH 00°30'34" EAST 199.67 FEET;
THENCE 227.68 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EAST HAVING A RADIUS OF
3,032.95 FEET THROUGH A CENTRAL ANGLE OF 04°18'04" AND BEING SUBTENDED BY A CHORD
WHICH BEARS SOUTH 02°39'36" EAST 227.63 FEET;
THENCE SOUTH 04°48'38" EAST 400.93 FEET;
THENCE SOUTH 05°08'04" EAST 83.53 FEET;
THENCE SOUTH 00°29'16" EAST 87.64 FEET;
THENCE CONTINUE ALONG SAID LINE SOUTH 00°29'16" EAST 1,584.56 FEET;
THENCE SOUTH 89°04'49"WEST 604.79 FEET;
THENCE NORTH 47°03'54" WEST 98.67 FEET;
THENCE SOUTH 52°55'08" WEST 87.29 FEET;
THENCE SOUTH 06°39'26" WEST 102.55 FEET;
THENCE SOUTH 71°24'17" WEST 367.36 FEET;
THENCE NORTH 19°54'41" WEST 104.73 FEET;
THENCE NORTH 43°05'38" WEST 251.09 FEET;
THENCE NORTH 11°04'29" EAST 79.58 FEET;
THENCE NORTH 05°51'31"WEST 66.56 FEET;
THENCE NORTH 48°52'26" WEST 332.24 FEET;
THENCE NORTH 74°56'35"WEST 80.29 FEET;
THENCE SOUTH 74°58'06" WEST 235.65 FEET;
THENCE SOUTH 51°40'42"WEST 93.09 FEET;
THENCE SOUTH 21°53'05"WEST 241.50 FEET;
2bUU CJOikiPr gate Pd1 K t`.1,1 , flop e , fiorida,34105 Office 239.403,6700 170, Appendix A
Fla Engineer CA 28275 Fla Landscape CA LC26000632 Ha Surveyor/Mapper LB84, Town Plan
Page 202
PENINSULA ()
THENCE SOUTH 77°21'09"WEST 341.17 FEET;
THENCE SOUTH 60°48'05" WEST 79.49 FEET;
THENCE NORTH 88°09'54"WEST 265.68 FEET;
THENCE SOUTH 89°36'53" WEST 1,150.41 FEET;
THENCE SOUTH 00°23'11" EAST 73.21 FEET;
THENCE NORTH 89°33'08" EAST 778.22 FEET;
THENCE NORTH 87°51'34" EAST 154.58 FEET;
THENCE SOUTH 85°01'54" EAST 26.71 FEET;
THENCE SOUTH 68°12'13" EAST 18.69 FEET;
THENCE SOUTH 59°45'01" EAST 16.07 FEET;
THENCE SOUTH 13°23'45" EAST 24.97 FEET;
THENCE SOUTH 14°32'17" EAST 32.26 FEET;
THENCE SOUTH 18°26'22" EAST 54.87 FEET;
THENCE SOUTH 17°17'08" EAST 163.55 FEET;
THENCE SOUTH 44°35'43" EAST 113.71 FEET;
THENCE SOUTH 75°58'02" EAST 52.48 FEET;
THENCE SOUTH 89°32'05" EAST 297.97 FEET;
THENCE SOUTH 89°02'18" EAST 438.83 FEET;
THENCE NORTH 87°50'09" EAST 526.94 FEET;
THENCE NORTH 86°37'19" EAST 399.99 FEET;
THENCE NORTH 82°52'37" EAST 107.20 FEET;
THENCE NORTH 66°29'15" EAST 219.10 FEET;
THENCE NORTH 58°23'57" EAST 148.78 FEET;
THENCE NORTH 25°28'09" EAST 140.57 FEET;
THENCE NORTH 03°48'54" EAST 43.08 FEET;
THENCE NORTH 89°30'04" EAST 261.44 FEET;
THENCE SOUTH 00°59'01" EAST 438.34 FEET;
THENCE SOUTH 89°56'52" EAST 229.85 FEET;
THENCE SOUTH 00°59'03" EAST 1,870.87 FEET;
THENCE NORTH 89°00'57" EAST 200.00 FEET;
THENCE SOUTH 00°59'03" EAST 200.00 FEET;
THENCE SOUTH 89°00'57"WEST 200.00 FEET;
THENCE SOUTH 00°59'03" EAST 122.06 FEET;
THENCE SOUTH 00°55'59" EAST 2,017.98 FEET;
THENCE NORTH 89°04'01" EAST 200.00 FEET;
THENCE SOUTH 00°55'59" EAST 228.23 FEET;
THENCE 77.01 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE WEST
HAVING A RADIUS OF 340.00 FEET THROUGH A CENTRAL ANGLE OF 12°58'40" AND BEING
SUBTENDED BY A CHORD WHICH BEARS SOUTH 05°33'23" WEST 76.85 FEET;
THENCE SOUTH 12°02'43" WEST 100.00 FEET;
THENCE 99.19 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE EAST
HAVING A RADIUS OF 660.00 FEET THROUGH A CENTRAL ANGLE OF 08°36'40" AND BEING
SUBTENDED BY A CHORD WHICH BEARS SOUTH 07°44'22" WEST 99.10 FEET;
THENCE SOUTH 88°57'14" WEST 500.00 FEET;
THENCE NORTH 01°02'46" WEST 200.00 FEET;
THENCE SOUTH 88°57'14" WEST 1,881.86 FEET;
THENCE SOUTH 01°02'46" EAST 200.00 FEET;
THENCE SOUTH 88°57'14" WEST 96.22 FEET;
THENCE SOUTH 88°54'04"WEST 103.78 FEET;
THENCE NORTH 01°02'46"WEST 200.00 FEET;
THENCE SOUTH 88°54'04"WEST 2,309.42 FEET;
THENCE SOUTH 06°34'56" EAST 200.20 FEET;
2t,0i) ,v8tr', 't:i tay ,tN,;1,1t I ..,ts:.1, S Office 239.403.COO Fax 239.261.170 Appendix A
"la Engineer CA 28275 Ha Landscape CA LC26000632 Fla Surveyor/Mapper LB847f? Town Plan
Page 203
11C
PENINSULA /F
�,a
(1N - N $
THENCE SOUTH 88°54'44" WEST 247.15 FEET TO THE POINT OF BEGINNING.
CONTAINING 5,928.10 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD.
BEARINGS ARE BASED ON THE SOUTH LINE OF SECTION 16, TOWNSHIP 48 SOUTH, RANGE 29 EAST,
COLLIER COUNTY, FLORIDA BEING SOUTH 88°54'34"WEST
APRIL 4TH, 2023
LANCE T MILLER, P.S.M. #LS5627 DATE OF SURVEY
CERTIFICATE OF AUTHORIZATION#LB-8479
REFERENCE:S:\AveMaria-AMAR\DRI-SRA\S-AMAR-DRI-2023.dwg (SK-01A-D)
2600 Golden Gate Parkway,Naples, Florida,34105 Office 239 403 6700 Fax 239.261."1.'97 Appendix A
Fla Engineer CA 28275 Fla Landscape CA LC26000632 Fla Surveyor/Mapper 18847° Town Plan
Page 204
IMMOKALEE ROAD 100'RIGHT-OF-WAY — . — ._, — (
11 1
III
I11
LULU
L535 III
N N 30 2$ a L531 •
25 I v q" LS]g ,, III
v 11
GN6 L443 29 L525 L522y
. ., L537
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1501
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L300eV324 � L211 GENERAL NOTES:
36 L327 `" � 32 SECTION 16TOWNSHBEARINGS ARE IP8SOUTH RANGE29D ON SOUTH LINE OF 33L33.,° EAST COLLIER COUNTY,FLORIDA BEING
C13 S8854'34'W.
8 44 -SUBJECT TO EASEMENTS,RESTRICTIONS
L243 AND RESERVATIONS OF RECORD Lsfi8 1,1
24° L24 61 I -DIMENSIONS ARE IN FEET'AND DECIMALS.
<,75j • Lzse�' 2703 THEREOF. L570
t7
T-47-S J • Z L234 L,, I T-L2747-S A.E. =ACCESS EASEMENT �3.1
"L222 '-L231 L261 P.B. =PLAT BOOK
T-48 S L219 T-48 S
L255 P.O.B.=POINT OF BEGINNING I1
L216,• 1225 L249 L252 P.O.C.=POINT OF COMMENCEMENT II
.5• O.R. =OFFICIAL RECORDS BOOK
‘..VA 1210 THIS SKETCH MAY HAVE BEEN REDUCED. J IIL207 SEE ATTACHMENT FOR LEGAL DESCRIPTION
11
C10 L169 PROPERTY CONTAINS:5928.10 ACRES+/-
C9 L166 I III
L201 L163
1 6 . L160 5 I 4
L189 L157
L154
`L198 1195 0197 L151 : 11
L148 I III Q
L186 47 L145
IliLU �3<7 L172 L142 IN AREAS OF DENSE ANNOTATION ONLY
(f79 -r'^'
aO m L127 L176 1175 L139 EVERY THIRD NOTE IS DISPLAYED TO AID IN .I•
(V (V Leo J L137 LEGIBILITY OF THIS SKETCH(REFER TO LINE III=
cL L78 L81 L88 L138 AND CURVE TABLE ON FOLLOWING 3 PAGES I1 C
ve
L82 L L109
L77 L831 L901108 `-L75. _91J.107. L134 00.. _..-.._.._.._..-..-..-IO
- - - L75 1 ,4
J L9L29 3 L 106 L128
< 0
um I L125 III CC
L73 Le L122
L72 IIWL86 L95 L97
L71 L87 L116
61 V 3,6L45C, L113 J .0-
' L60 L48 s L44 L110
11L64 `6' NN L8L49 L103
L63 L50 6' .3 L575
L62 b UO 141 L13 C21
v8
7 N:'ry i ^ 1576
1 2 U 'T I L577
L578
V I L579
L54 I r C2
L55. % C1 I
m yyD L56 L588S L5811 II
V51 H :L33 L35 -{I
..-..-. - _.._..—,. L31 L602 y6N1
119 127 L605 1611 L814
126 L620
3 L1/L1 L25 I I L608 I
L28
Lib
• L15 G I L624-. ,§
1
L13
4
L1 � 123 1 ; I
aII
I 16 627—i 1
L11
17
11 y PENINSULA ENGINEERING
E 2600 GOLDEN GATE PARKWAY _ I m
$� NAPLES,FLORIDA 34105 L21 I §I1
ONE: 23F0®P6700 FAX:239.261.1797 L20 P.O.B.
PH L629
WEBSITE:WWW.P -ENG M L9 I L8 L2 C22-\
L641 L637, L636 L631
IJ
61-
L639
Lfi L5 L4 '. - - �' _
n L634
I 1 _
__.--_.. .. _.. L633_ _
LER = L640 C23
PROFESSIONAL S OR AND MAPPER,8L55627 OIL WELL ROAD 100'RIGHT-OF-WAY N1°04'07"W 150.00 L632
APRIL 4TH.2023 P.O.C.
•• DATE THIS IS NOT A
SW CORNER
-CERTIFICATE OF AUTHORIZATION 8L8-8479 OF SECTION 16
RATS VALIDS ORDIGTTHEEALOFARE FLORDAHE ONDAL SURVEY
-- RAISED SEAL OR DIGITAL SEAL OF A FLORIDA LICENSED T-0$-S,R-29-E
SURVEYOR AND MAPPER
AVE MARIA IN20000 Appendix A
CLIENT.PENINSULA J SKETCH OF DESCRIPTION flown Plan
DRI LANDS,PART OF SECTIONS 4-9 AND 16-18 TOWNSHIP 48 SOUTH,RANGE 29 EAST,AND I SCALE IN FEET Page 205
ENGINEERING SECTIONS 31-33,TOWNSHIP 47 SOUTH,RANGE 29 EAST,COLLIER COUNTY,FLORIDA
2600 GOLDEN GATE PARKWAY DESCRIPTION.
NAPLES,FLORIDA 34105 04/04/2023 1"=2000' SK-01A P-AMD-001 S-AMAR-DRI-2023.dwg
PHONE:239-403-6700 FAX:239-261-1797 Dale: SCALE SHEET PROJECT NUMBER: DRAWING No.
LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE
LINE# LENGTH BEARING LINE# LENGTH BEARING LINE# LENGTH BEARING LINE# LENGTH BEARING LINE# LENGTH BEARING c
L2 354.33 S88°57'06"W L55 106.97 S14°02'28"E L108 70.11 N8°35'26"W L161 40.59 N52°29'45"W L214 99.96 N30°15'42"E
L3 200.01 N1°07'23"W L56 33.42 S15°53'24"W L109 24.24 N3°30'28"E L162 25.16 N53°28'16"W L215 94.59 N29°16'18"E
L4 2215.48 S88°57'05"W L57 347.96 S72°18'08"W L110 32.62 N9°22'28"E L163 23.93 N69°51'49"W L216 88.01 N26°23'10"E
L5 1128.15 S88°55'37"W L58 977.05 S72°18'08'N L111 61.35 N32°0311"E L164 40.74 N72°53'50"W L217 87.82 N22°30'47"E
L6 1286.63 S89°32'56"W L59 868.64 N16°22'40'W L112 54.16 N41'59'52"E L165 101.72 N74°38'02"W L218 77.01 N18°21'12"E
L7 1089.55 N0°27'04"W L60 1001.63 N16'02'21'W L113 44.15 N46°38'59"E L166 79.73 N76'25'14"W L219 99.99 N30°33'53"E
L8 242.19 S89°32'56"W L61 808.63 N15°43'23'W L114 80.40 N40°19'34"E L167 83.41 N73'50'34"W L220 61.95 N27°15'39"E
L9 3977.40 S89°24'19"W L62 215.30 N14°29'42"W L115 42.43 N39'30'46"E L168 71.39 N77'16'32"W L221 48.68 N34°08'59"E
L10 1280.68 N0°01'40"E L63 51.77 N2'51'21"W L116 71.16 N52.07'39"E L169 0.16 N89'42'58"W L222 43.42 N48°49'37"E
L11 1125.68 N90°00'00"E L64 51.77 N37`5919"E L117 55.95 N60°17'11"E L170 32.47 N70°38'50"W L223 52.34 N58°07'01"E
L12 520.46 N0°19'38"W L65 660.90 N58°24'39"E L118 63.02 N68°43'34"E L171 240.26 N75°44'50"W L224 78.49 N63°30'46"E
L13 38.31 N9'27'58"E L66 865.77 N56°56'25"E L119 41.51 N86°12'19"E L172 54.20 S76°22'29"W L225 83.15 N66°54'01"E
L14 32.59 N14°5615"E L67 303.89 N62'27'21"E L120 74.98 S75°32'58"E L173 12.81 N75°46'41"W L226 45.64 N66°45'00"E
L15 24.49 N59°02'49"E L68 148.88 N58'11'43"E L121 42.97 N78°55'50"E L174 243.02 N78°06'45"W L227 6.91 S61°55'39"E
L16 33.93 N68°1725"E L69 99.67 N66'27'20"E L122 36.80 N69°31'07"E L175 438.43 S87'32'28'W L228 118.02 N69°34'35"E
L17 72.42 N73'08'54"E L70 60.67 N79°59'44"E L123 34.34 N75°37'20"E L176 1109.58 S86°36'21"W L229 17.06 N81°56'55"E
L18 65.14 N69°14'09"E L71 212.96 N18'39'40"E L124 57.43 S72'08'39"E L177 142.86 N77°00'11"W L230 124.39 N86°43'15"E
L19 47.93 N61°11'58"E L72 80.67 N13°26'09"E L125 70.22 S56°52'50"E L178 207.66 N17°30'03"E L231 328.58 N13°4619"W
L20 80.38 N56°44'10"E L73 65.75 N4'05'14"E L126 99.31 S56°52'18"E L179 648.91 N79°12'42"W L232 76.21 N70°48'07"E
L21 82.75 N54°18'17"E L74 593.12 NO°47'28"E L127 56.76 S70°35'59"E L180 201.48 N60°23'31"W L233 37.97 N54°29'06"E
L22 552.31 N51°34'19"E L75 61.18 N5°29'40"E L128 70.23 S85°12'15"E L181 96.77 N60'23'31"W L234 54.48 N21°53'45"W
L23 52.12 N12°32'03"E L76 57.43 N20°17'22"E L129 52.90 N85'47'37"E L182 24.04 N15°23'31"W L235 77.55 N70°47'14"E
L24 780.99 N16°41'34"W L77 55.07 N51°55'17"E L130 51.33 N77'16'18'E L183 359.22 N60°23'31"W L236 35.61 N71°02'31"E
L25 48.27 N38°40'18"W L78 51.76 S84°48'27"E L131 9.49 N64'20'23"E L184 24.04 S74°36'29'W L237 131.70 N72°16'21"E
L26 175.13 N55°58'45"W L79 40.46 S67°53'53"E L132 60.47 N23'58'25"E L185 74.11 N60°23'31"W L238 126.98 N72°04'43"E
L27 46.21 N78°1412"W L80 55.29 S53°37'33"E L133 136.06 N39'27'42"E L186 329.68 N7°46'40"W L239 106.86 N73°13'18"E
L28 358.77 S86°41'17"W L81 158.19 S55°37'37"E L134 123.70 N18°12'03"E L187 45.49 N2°36'09"W L240 74.14 N71°11'17"E
L29 44.00 N43'16'35"W L82 79.22 S66'28'32"E L135 137.54 N16'26'30"W L188 24.18 N19°58'59"W L241 30.93 N68°33'08"E
L30 584.34 N1°28'53"W L83 69.92 S81°19'48'E L136 133.51 N45°55'34"W L189 42.58 N50°54'22"W L242 17.88 N71°33'54"E
L31 2256.99 N88°45'30"E L84 96.10 N80'53'08"E L137 101.26 N84°43'21"W L190 51.76 N61°23'23"W L243 13.52 N81°15'14"E
L32 679.82 N11°31'40"W L85 88.49 N83°09'35"E L138 375.05 S87°06'53"W L191 67.53 N66°34'18"W L244 17.09 S83°05'20"E
L33 43.24 N29'5719"E L86 57.96 S75°58'08"E L139 296.36 S86'31'55"W L192 428.39 N69°41'11"W L245 15.29 S47°43'35"E
L34 750.96 N80°03'11"E L87 65.43 S45'44'09"E L140 25.06 N2°2911'W L193 628.17 N70°2412'W L246 24.58 537°20'58"E
L35 23.32 N82°0514"E L88 107.03 S23'12'23"E L141 63.79 S85°19'00"W L194 215.29 N68°54'47"W L247 46.68 S16°38'20"E
L36 831.15 N8°45'48"W L89 124.53 S31'09'29"E L142 57.73 587'01'35"W L195 343.17 N69°23'00"W L248 35.78 S24°10'17"E
L37 434.86 N2°08'16"E L90 195.13 S36'28'03"E L143 27.05 N85°14'11"W L196 94.77 N69'35'25"W L249 70.36 S21°52'45"E
L38 124.61 N38°40'13"E L91 193.27 S41'49'01"E L144 22.51 N86°11'09"W L197 42.46 N71°33'54"W L250 28.09 534°33'45"E
L39 503.82 N23°55'58"E L92 187.53 S41°27'57"E L145 25.34 N71'01'47"W L198 26.55 N76°3015"W L251 34.20 S47°26'12"E
L40 272.53 N89°19'06"E L93 177.12 S50'06'28'E L146 25.97 N74'57'44"W L199 10.38 S81°5212"W L252 8.43 S52°25'53"E
L41 718.98 N81°10'42"E L94 103.33 N86°06'03"E L147 41.73 N80°42'24"W L200 37.51 N3°20'45"E L253 9.75 S71°33'54"E
L42 638.73 N9°56'39"E L95 76.87 N82°07'11"E L148 49.95 N77°00'19"W L201 8.32 N24°29'55"E L254 11.87 S85°01'49"E
L43 172.46 N73°36'58"E L96 61.16 N58'49'02"E L149 104.70 N78°26'56'W L202 17.16 N31°14'01"W L255 20.59 S87°0815"E
L44 171.73 N10°53'22"E L97 266.09 N41'11'10"E L150 195.82 N78°45'16"W L203 797.35 N13°29'45"E L256 37.54 S88°25'50"E
L45 492.85 N73°57'24"W L98 203.61 N43'45'15"E L151 81.14 N79°2151"W L204 418.32 N67°50'44"E L257 48.37 N87°33'48"E
L46 506.32 S62°57'04"W L99 230.87 N63°26'06"E L152 38.50 N76°3015"W L205 34.70 N37'39'56"E L258 141.38 589°35'00"E
3 L47 287.88 S14°21'16"E L100 17.74 N55'12'54"E L153 13.50 N70'33'36"W L206 7.09 N15°00'04"W L259 99.23 N89°06'34"E
L48 81.50 S87°03'24"W L101 40.07 N6'58'17"W L154 10.18 N53°58'21"W L207 29.09 N9°44'37"W L260 48.55 N84°31'51"E
L49 178.46 S19°06'00"W L102 94.06 N60°20'46"E L155 10.18 N53°58'22"W L208 30.44 N34°31'24"E L261 26.97 N82°20'00"E
e L50 263.81 S73°34'35"W L103 42.02 N14'42'46"E L156 16.42 N43°09'08"W L209 57.89 N37'33'50"E L262 31.87 N79°46'40"E
i L51 81.86 533°42'00"W L104 29.10 N52°22'08"E L157 30.12 N34'52'31"W L210 82.20 N37°38'54"E L263 28.56 N76°27'51"E
d
y L52 1402.28 S51°52'05"W L105 37.01 N5'13'18"E L158 31.00 N37°08'48'W L211 87.95 N37°31'13"E L264 39.84 N70°23'45"E
1 L53 1047.10 518°36'35"E L106 185.10 N7'13'16"W L159 37.06 N45'00'00"W L212 85.43 N38'41'56"E L265 134.46 N70°48'11"E
0, L54 177.10 S81°34'34"E L107 66.36 N8"55'50"W L160 29.92 N43°28'45"W L213 106.24 N31°45'33"E L266 79.02 N70°37'19"E
LI
_ PENINSULA ENGINEERING
2600 GOLDEN GATE PARKWAY
BNAPLES,FLORIDA 34105
E PHONE: 239.4,. 00 9.261.1797
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WEBSITE: 46,2. •j
e
I . IONER
PRa IONAL S : •-AND MAPPER,e1.55627
APRIL 4TH,2023
CLIENT. AVE MARIA DATE Appendix A
NT
PENINSULA Town Plan
ANNOTATION TABLE-1 -CERTIFICATE OF AUTHORIZATION#LB-64]9
N G I N E ER I N G 4� DRI LANDS,PART OF SECTIONS 4-9 AND 16-18 TOWNSHIP 48 SOUTH,RANGE 29 EAST,AND -NOT VALID WITHOUT THE SIGNATURE AND THE Page 206
e h SECTIONS 31-33,TOWNSHIP 47 SOUTH,RANGE 29 EAST,COLLIER COUNTY,FLORIDA ORIGINAL RAISED SEAL OR DIGITAL SEAL OF A
d 2600 GOLDEN GATE PARKWAY DESCRIPTION. FLORIDA LICENSED SURVEYOR AND MAPPER
11 NAPLES,FLORIDA 34105
I PHONE:239-403-6700 FAX:239-261-1797 04/04/2023 1"=2000' SK-01B P-AMD-001 S-AMAR-DRI-2023.dwg
Dale: SCALE SHEET PROJECT NUMBER: DRAWING Na.
LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE 7
LINE# LENGTH BEARING LINE# LENGTH BEARING LINE# LENGTH BEARING LINE# LENGTH BEARING LINE# LENGTH BEARING
L267 29.70 N66°32'28"E L320 181.00 S8°48'01"W L373 353.73 N90°00'00"W L426 285.47 N88°30'24"E L479 503.72 N87°28'42"E
L268 37.66 N57°49'44"E L321 159.70 S12°32'13"W L374 44.49 N16°28'18"W L427 135.27 N89°34'46"E L480 328.07 N88°46'01"E
L269 74.96 N53°21'57"E L322 178.41 S29°05'58"W L375 451.68 N5°27'34"E L428 492.05 N0'25'14"W L481 357.69 N37°30'20"E
L270 148.87 N54°24'59"E L323 92.39 S19°43'20"W L376 140.12 N5°27'37"E L429 368.27 S78'28'34"E L482 149.51 N15°32'08"E
L271 203.54 N50°50'35"E L324 66.01 S6°03'53"W L377 128.19 N22°49'53"E L430 382.68 S75°43'31"E L483 261.44 N86°55'36"E
L272 33.52 N48°43'53"E L325 74.98 S33°44'00'E L378 178.94 N22°49'55"E L431 434.51 S76°00'47"E L484 576.59 N72°53'31"E
L273 31.67 N32°23'52"E L326 285.70 S35'38'09"E L379 66.37 N61°10'39"E L432 99.84 S82°26'39"E L485 202.55 N50°45'14"E
L274 133.18 N41°37'27"W L327 69.62 S36°44'05"W L380 35.05 N57°25'33"E L433 48.56 N47°28'56"E L486 314.60 N87°14'14"E
L275 149.32 N60°04'16"W L328 281.93 S37°56'14"W L381 208.44 N45°31'06"E L434 60.94 N4'55'26"E L487 143.08 S76°38'32"E
L276 570.03 N24'37'19"E L329 127.67 S49°31'43"W L382 34.88 N34°34'40"E L435 375.66 N49°03'46"W L488 1054.71 N89°49'43"E
L277 101.66 N24'37'19"E L330 404.49 S80°25'32"W L383 39.38 N0°17'55"E L436 267.92 N29°12'52"W L489 42.85 S75°20'32"E
L278 211.35 N23°58'37"E L331 90.21 N87'54'54"W L384 30.33 N18°44'29"W L437 236.24 N32°48'25"W L490 38.04 S41°43'41"E
L279 100.63 N27°45'05"E L332 88.26 N25'36'44"W L385 39.13 N44°51'02"W L438 89.23 N23°08'48"W L491 101.86 S59°44'48"E
L280 129.90 N34°51'48"E L333 231.55 N12'58'39"W L386 36.45 N35°26'57"E L439 161.39 N45°41'05"W L492 71.89 S82°56'38"E
L281 119.58 N36°14'23"E L334 202.48 N6'53'41"W L387 191.26 N75°05'04"E L440 20.65 N45°41'05"W L493 68.87 N76°31'27"E
L282 61.92 N39°15'14"E L335 136.55 N27'1310"W L388 230.73 N78°18'20"E L441 52.83 N18"40'52"W L494 175.39 N60°32'45"E
L283 96.80 N30'37'48"E L336 232.85 N25'34'19"W L389 47.70 N42°17'55"E L442 10.20 N44'49'05"W L495 41.23 N78°18'10"E
L284 136.09 N31'09'42"E L337 91.77 S65°09'12"W L390 270.74 N11°48'13"E L443 1369.78 S89°33'25"E L496 257.27 N89°28'30"E
L285 103.02 N31°57'25"E L338 179.73 S62°32'35"W L391 268.96 N12°31'52"E L444 55.86 S15'40'47"W L497 115.45 N0°45'43"W
L286 134.08 N32°39'03"E L339 69.24 S40'40'30"W L392 226.03 N5°5618"E L445 162.43 S15°40'47"W L498 299.30 S89°14'17"W
L287 53.34 N28°3224"E L340 80.83 S25°23'41"W L393 96.66 N15'37'05"E L446 132.43 S15°40'47"W L499 290.15 NO°45'43"W
L288 35.90 N31°15'49"E L341 272.16 S7°19'04"W L394 79.32 N45'40'40"E L447 457.86 S16°09'12"W L500 299.30 N89°14'17"E
L289 24.66 N36°52'12"E L342 197.30 524°58'00 W L395 57.57 N31'13'34"E L448 464.54 S15°43'04"W L501 47.28 S38°39'29"E
L290 22.74 N53°49'13"E L343 158.12 S19°11'56"W L396 49.34 N11°08'47"W L449 189.54 S27°2709"W L502 37.76 S78°43'18"E
L291 46.43 N59°30'01"E L344 220.40 S12°44'34'W L397 55.62 N44°55'31"W L450 141.16 S13°54'55"W L503 44.92 N80°32'17"E
L292 70.87 N58°16'35"E L345 274.18 S16"0812"W L398 216.44 N39'20'48"W L451 195.57 S6'06'40"W L504 110.85 N53°09'40"E
L293 48.85 N46°49'06"E L346 97.07 S4'0712"W L399 61.43 N18'29'43"W L452 135.43 S1°28'32"E L505 88.72 N90°00'00"E
L294 66.58 N34°36'20'E L347 57.86 S24'50'20'E L400 31.07 N18°04'35"W L453 322.31 S35°57'04"E L506 155.87 S84°33'47"E
L295 266.89 N36°23'58"E L348 285.12 571°32'44"E L401 13.92 N45'00'00"W L454 139.10 S54°16'15"E L507 140.60 N86°59'22"E
L296 51.47 N35°28'00"E L349 105.39 S23°16'18"E L402 107.49 N0°16'24"E L455 79.50 S65°37'02"E L508 47.28 N38°39'42"E
L297 48.08 N24°13'40"E L350 109.62 S55°19'43"E L403 102.19 N17'09'43"E L456 59.55 S87°23'21"E L509 46.70 N18°26'02"E
L298 62.60 N20°29'50"E L351 59.01 561°4713'E L404 144.23 N28'49'30"E L457 241.46 S66°53'26"E L510 295.75 N2°51'45"E
L299 44.54 N17°32'36"E L352 218.94 S4°32'27"W L405 250.02 N42°24'23"E L458 263.29 S64°45'28"E L511 89.60 N41°20'03"E
L300 134.56 N11°02'07"E L353 159.81 S62°48'36"W L406 74.39 N23°44'16"E L459 57.07 S71°18'47"E L512 84.20 N37°52'30"E
L301 65.81 N9"20'41"E L354 380.23 S62°13'07"W L407 19.69 N0'17'54"E L460 50.51 S85°07'33"E L513 89.85 N9°31'36"E
L302 32.16 N8'49'13"E L355 157.48 S65°59'35"W L408 13.43 N47'47'05"E L461 75.18 N81°05'07"E L514 734.49 N15°10'10"W
L303 14.81 N2'0716"W L356 165.20 S65"59'35"W L409 59.08 N0'11'57"E L462 63.88 N81°43'21"E L515 116.32 N26°23'04"W
L304 12.83 N19°58'59"W L357 288.59 N57'18'14'W L410 49.15 N53°03'30"W L463 36.24 N84°57'08"E L516 96.37 N57°33'43"W
L305 20.87 N29°55'53"W L358 112.69 N10°35'39"W L411 60.09 S80°34'11'W L464 63.61 S86°25'39"E L517 59.63 N82°53'13"W
L306 56.96 N45°00'00"W L359 80.33 N34°10'37"W L412 291.15 S78°37'22"W L465 262.28 S81'31'21"E L518 79.88 S56°18'37"W
L307 57.48 N48°51'56"W L360 84.44 N80°29'31"W L413 54.17 N22°29'11W L466 273.99 S88°08'03"E L519 89.54 S48°01'05"W
L308 28.31 N42°38'48"W L361 168.78 S80'29'10"W L414 175.37 N4°45'49"E L467 327.79 N80°58'13"E L520 135.83 S45°01'51"W
L309 35.86 N38'47'48"W L362 252.93 N24°16'43'W L415 139.12 N19'19'48"E L468 252.22 N67'50'56"E L521 100.44 S72°53'48"W
L310 39.03 N43'25'04"W L363 99.05 N36°32'15"W L416 202.54 N34°16'10"E L469 819.65 N81°02'01"E L522 81.33 N90°00'00"W
L311 57.23 N49°30'49"W L364 54.78 N71'40'01"W L417 152.95 N34°50'27"E L470 310.84 N81°42'41"E L523 59.64 N82°53'15"W
L312 162.01 N80°05'04"W L365 60.37 566'47'19 W L418 149.12 N36'01'07"E L471 80.72 S65°34'43"E L524 47.28 N38°39'31"W
L313 353.26 S70°27'37"W L419 78.84 N35°44'13"E L472 219.16 N89°59'47"E L525 76.03 N29°03'20"W
y L366 371.87 S49°53'20"W
L314 180.21 S52°04'25 W L367 127.06 S11'01'44'W L420 121.24 N37'38'44"E L473 41.19 N82°42'28"E L526 148.69 N2°50'47"W
L315 105.62 S46°15'33'W L368 189.92 S8'23'02"W L421 83.80 N2°52'35"E L474 138.72 N58°02'38"E L527 70.05 N18°26'04"E
L316 71.07 S14°06'59 W L369 355.01 S5'0318"W L422 187.14 N7'44'54"W L475 91.38 N41'09'18"E L528 92.53 N28°36'37"E
L317 184.61 S0°00'00"E L370 74.28 S21°53'22"W L423 468.36 N3°06'02"W L476 83.05 N73°57'36"E L529 86.17 N31°01'23"E
L318 119.87 S33°22'39"W L371 72.89 S87"2510"W L424 696.73 N88°51'10"E L477 305.34 N84°51'58"E L530 121.79 N14°02'09"E
L319 123.51 551°50'44"W L372 263.66 N88'34'25"W L425 8.29 N27°16'47"E L478 343.90 N86°38'43"E L531 76.03 N29°03'13"W
PENINSULA ENGINEERING
2600 GOLDEN GATE PARKWAY
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E PHONE: 339.4�. 00 9.261.1797
EMAIL: INFO a-2 .-
WEBSITE. g'j',
PR• IONALER S - •'AND MAPPER.#L55627
CLIENT: AVE MARIA APRE 4TH 2023 Appendix A
PENINSULAJ ANNOTATION TABLE-2 -CERTIFICATE OF AUTHORIZATION#LB.6479 Town Plan
ENGINEERING 1 N E E Ri N G DRI LANDS,PART OF SECTIONS 4-9 AND 16-18 TOWNSHIP 48 SOUTH,RANGE 29 EAST,AND -NOT VALID WITHOUT THE SIGNATURE AND THE Page 207
SECTIONS 31-33,TOWNSHIP 47 SOUTH,RANGE 29 EAST,COLLIER COUNTY,FLORIDA ORIGINAL RAISED SEAL OR DIGITAL SEAL OF A
FLORIDA LICENSED SURVEYOR AND MAPPER
2600 GOLDEN GATE PARKWAY DESCRIPTION:
NAPLES,FLORIDA 34105
PHONE:239-403-6700 FAX:239-261-1797 04/04/2023 1"=2000' SK-01C P-AMD-001 S-AMAR-DRI-2023.dwg
Dala'. SCALE SHEET PROJECT NUMBER'. DRAWING No.
LINE TABLE LINE TABLE LINE TABLE
LINE# LENGTH BEARING LINE# LENGTH BEARING LINE# LENGTH BEARING 7 c
L532 79.96 N56°21'05"W L585 367.36 S71°24'17"W L638 200.00 N1°02'46'W III 4VVV
L533 64.29 581°15'48"W L586 104.73 N19°54'41'W L639 2309.42 588°54'04"W
L534 184.04 N0'15'32"W L587 251.09 N43°05'38'W L640 200.20 56°34'56"E
L535 2566.51 N89°44'28"E L588 79.58 N11°04'29"E L641 247.15 S88°54'44"W
L536 1093.24 S0°15'32"E L589 66.56 N5°51'31"W
L537 493.24 N90°00'00'W L590 332.24 N48°52'26'W
L538 935.87 513°00'00"E L591 80.29 N74'56'35 W
L539 382.14 S0°00'00"E L592 235.65 574°58'06"W
L540 1103.68 588°54'13"W L593 93.09 551'40'42"W
L541 30.10 N49'08'39'1/1/ L594 241.50 S21°53'05"W
L542 87.47 N52°25'53"W L595 341.17 S77°21'09"W
L543 117.26 N81°55'03"W L596 79.49 560'48'05"W
L544 5.28 N81°55'03'W L597 265.68 N88°09'54'W
L545 104.92 S82°48'45"W L598 1150.41 589'36'53'W
L546 102.02 S54°36'59"W L599 73.21 S0°23'11"E
L547 91.45 573'19'36"W L600 778.22 N89'33'08"E
L548 112.51 S0°45'43"E L601 154.58 N87'51'34"E CURVE TABLE
L549 4.97 N82°52'57"E L602 26.71 S85'01'54"E CURVE# LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH
L550 47.53 N59°26'48"E L603 18.69 568°12'13"E C1 82.76 128.55 36°53'11" N23°30'23"E 81.34
L551 12.36 1477°36'27"E L604 16.07 559'45'01"E C2 149.95 215.80 39'48'43" N22°02'37"E 146.95
L552 16.45 S70°55'29"E L605 24.97 S13°23'45"E C3 327.51 275.44 68°07'37" N39°53'35"W 308.56
L553 748.88 547°41'12"E L606 32.26 S14°3217"E C4 313.21 331.73 54°05'52" N90100'00"W 301.71
L554 46.63 S34°06'49"E L607 54.87 S18'26'22"E C5 155.39 107.24 83°01'31" 527°09'30"W 142.15
L555 615.15 514°16'24"E L608 163.55 517'17'08"E C6 341.14 168.89 115°44'01" S29°11'23"W 286.03
L556 160.53 N85°59'44"E L609 113.71 544'35'43"E C7 219.21 151.50 82°54'07" S22°50'28"W 200.58
L557 110.60 N47°06'44"E L610 52.48 575'58'02"E C8 196.86 170.73 66°04'00" 548°32'34"E 186.14
L558 460.96 N29°1118"E L611 297.97 589°32'05'E C9 19.24 142.45 7°44'14' 589°14'21"E 19.22
L559 67.16 N13°56'57"E L612 438.83 S89'02'18"E C10 17.14 14.00 70°07'51" N59°33'50"E 16.09
L560 142.69 N13°56'57"E L613 526.94 N87'50'09"E C11 334.86 272.48 70°24'48" N6°25'03"W 314.18
L561 160.84 N76°19'41"E L614 399.99 N86°37'19"E C12 184.60 573.36 18°26'50" N50°50'52"W 183.80
L562 107.89 N61°43'54"E L615 107.20 N82°52'37"E C13 44.34 29.99 84°41'37" N17°43'30'W 40.41
L563 21.78 N18'58'36"E L616 219.10 N66'29'15"E C14 85.37 92.30 52°59'46" S64°59'43"E 82.36
L564 226.22 N90°00'00"E L617 148.78 N58'23'57"E C15 218.05 151.97 82°12'30" 579°36'25"E 199.82
L565 370.37 S0°14'33"E L618 140.57 N25'28'09"E C16 89.72 867.72 5°55'28" N56°19'36"E 89.68
L566 1537.82 SO°14'33"E L619 43.08 N3'48'54"E C17 59.03 93.39 36°12'54" N71°28'19"E 58.05
L567 2347.87 50°22'10"E L620 261.44 N89°30'04"E C18 284.08 313.75 51'52'43" N64°01'44"E 274.48
L568 210.23 N89'29'01"E L621 438.34 S0"59'01"E C19 146.94 80.00 105°14'13" 536°56'19"E 127.14
L569 200.00 S0°23'23"E L622 229.85 589'56'52'E C20 279.29 4128.07 3°52'35' 51°38.58"W 279.24
L570 210.30 S89'29'01"W L623 1870.87 S0°59'03"E C21 227.68 3032.95 4°18'04" 52°39'36"E 227.63
L571 62.31 50°22'10"E L624 200.00 N89'00'57"E C22 77.01 340.00 12°58'40" 55°33'23'W 76.85
L572 2674.23 S0°30'10"E L625 200.00 S0°59'03"E C23 99.19 660.00 8°36'40" 57°44'22"W 99.10
L573 2684.53 S0°35'31"E L626 200.00 589'00'57"W
L574 2610.24 S0°38'11"E L627 122.06 S0°59'03"E
L575 199.67 S0°30'34"E L628 2017.98 S0°55'59"E
L576 0.00 54°48'40"E L629 200.00 N89'04'01"E
- L577 400.93 54°48'38"E L630 228.23 S0°55'59"E
L578 83.53 S5°08'04"E L631 100.00 S12'02'43"W
L579 87.64 50°2916"E L632 500.00 S88'5714"W
L580 1584.56 S0'2916"E L633 200.00 N1°02'46"W
L581 604.79 589'04'49"W L634 1881.86 588'57'14"W
L582 98.67 N47°03'54"W L635 200.00 51°02'48'E
L583 87.29 552°55'08"W L636 96.22 S88°57'14"W
L584 102.55 56°39'26'W L637 103.78 588°54'04"W
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• PENINSULA °; CLIENT
AVE MARIA DAPRIL ATE 4TH,2023 Appendix A
a� ANNOTATION TABLE-3 -CERTIFICATE OF AUTHORIZATION fILO-8479 Town Plan
N G I N E E R I N G DRI LANDS,PART OF SECTIONS 4-9 AND 16-18 TOWNSHIP 48 SOUTH,RANGE 29 EAST,AND -NOT VALID WITHOUT THE SIGNATURE AND THE Page 208
SECTIONS 31-33,TOWNSHIP 47 SOUTH,RANGE 29 EAST,COLLIER COUNTY,FLORIDA ORIGINAL RAISED SEAL OR DIGITAL SEAL OF A
FLORIDA LICENSED SURVEYOR AND MAPPER
2600 GOLDEN GATE PARKWAY DESCRIPTION,
NAPLES,FLORIDA 34105 04/04/2023 1"=2000' SK-01 D P-AMD-001 S-AMAR-DRI-2023.dwg
, PHONE 239-403-6700 FAX:239-261-1797 Date: SCALE SHEET PROJECT NUMBER: DRAWING No.
EXHBIT A-1 TO RESOLUTION
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EXHIBIT B TO RESOLUTION
STEWARDSHIP RECEIVING AREA
CREDIT AGREEMENT
THIS STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT(hereinafter
referred to as the ("Agreement") is made and entered into this l3*ay of lu/1 e_ , 2023,
by and between COLLIER COUNTY, a political subdivision of the State of Florida, hereinafter
referred to as "County" whose mailing address is the Harmon Turner Building, 3299 East
Tamiami Trail, Naples, Florida 34112, and Ave Maria Development, LLLP, a Florida limited
liability limited partnership, hereinafter referred to as "Owner", whose mailing address is 2600
Golden Gate Parkway, Naples, FL 34105, for the purpose of designating the number of
"Stewardship Sending Area" (SSA) Credits consumed for the designation of additional acreage
to be added to the Town of Ave Maria as a Stewardship Receiving Area and the source of those
SSA credits pursuant to Section 4.08.07.C.11 of the Collier County Land Development Code
(LDC).
RECITALS
1. The Town of Ave Maria Stewardship Receiving Area was created by Resolution Nos.
2004-89 and 2005-234A for 5027 acres using 28,658.4 Stewardship Credits from the
following Stewardship Sending Areas: SSA 1-4, SSA 5 and SSA 6
2. Owner has applied to expand the boundaries of the Town of Ave Maria SRA by
designating an additional 951.8 acres as the Town of Ave Maria SRA and removing
50.6 acres for a net addition of 901 acres.
3. The total acreage of the Town of Ave Maria SRA is 5928 acres.
4. The County has reviewed the SRA Designation Application, along with all support
documentation and information required by Section 4.08.07 of the LDC and determined
that SRA designation for the Ave Maria is appropriate.
5. The County and Owner have reached agreement on the number of Stewardship Sending
Area (SSA) Credits required to be utilized for the designation of the additional lands
and development of the SRA.
6. The County 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.
Ave Maria Credit Agreement-r4.docx April 25,2023
Page 1 of 27
1 ? C
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. Owner is hereby utilizing and transferring 7440 Stewardship Credits (Credits) for the
expansion and development of the SRA, based on 930 acres that consume credits,which
shall be applied to the SRA land described in Exhibit "A" in order to carry out the plan
of development proposed in the Ave Maria Development Document and summarized
hereinafter.
2. Exhibit "A" is the legal description of the 5,928.1-acre SRA including the additional
acres that constitute the Ave Maria SRA.
3. Attached hereto is Exhibit "B" the Town of Ave Maria Master Plan which depicts the
land uses within the 5,928 acre SRA. Also attached as Exhibit "C" is the Town of Ave
Maria Land Use Summary for the 5,928 acre SRA 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 Town of Ave Maria 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 added to the Town of Ave Maria. Owner is transferring enough credits to
allow development on the additional lands. Once credits are transferred, they may not
be recaptured by Owner.
5. Owner will be utilizing credits generated from Stewardship Sending Areas 6 in the
amount of 193.4 Credits and Stewardship Sending Area 9 in the amount of 7,246.6
Credits.
!6. Pursuant to Resolution No. a D 3 ,the County has approved the addition of the 930
acres to the Town of Ave Maria as an SRA and has approved the Town of Ave Maria
Master Plan and Development Document.
7. Applicant and Owner acknowledge that development on the additional 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.
Ave Maria Credit Agreement-r4.docx April 25,2023
Page 2 of 27
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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
CRYSTAL K. KIN EL, Clerk COLLIER CO , FLORIDA
By:
At
test as to Chairman's , Deputy Clerk H1tk LoC1.s}ro, chairman
Signatyre only
APPROVED AS TO FORM AND
LimG.ALITY
BY: all
Assistant County Attorney
Het i; As hter-Clisaks
AVE MARIA DEVELOPMENT, LLLP, a
Florida limited liability limited partnership
dA4AAMI a t • 0 .Alta- By: Barron Collier Corporation
Print Nam : I fp y// p h V fti General Partner
/
By: (-
Print Na e: m, /,� S1-rass e 1 David B. Genson, Vice President
STATE OF FLORIDA
COUNTY OF COLLIER
The foregoing Stewardship Receiving Area Credit Agreement was executed before me this
31 day of ,&1 , 2023, by means of i/ physical presence or online
notarization, by DQN)vo B. ,� , , as\),cEPR6stoswt. of Barron Collier Corporation, as General
Partnership of Ave Maria Development, LLLP, who is persnally known to me or who
has produced as identification.
;3t`•'� " SABINAHARDYLL� ��
•: 1*1 MY COMMISSION#HH 343836 Notary Public
'•of : EXPIRES:January 14,2027 Print Name G,b v-cLi
h G-
(SEAL) Certificate No. N H. 34383cp
My Commissioner Expires v•1./2oz7
21 SRA Credit Agreement.docx April 25,2023
1 7C
SRA CREDIT AGREEMENT EXHIBIT "A"
LEGAL DESCRIPTION OF TOWN OF AVE MARIA SRA
Ave Maria Credit Agreement-r4.docx April 25,2023
Page 4 of 27
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PENINSULA ()
ENVINhERING 411
LEGAL DESCRIPTION
OF PART OF SECTION 36, TOWNSHIP 47 SOUTH, RANGE 28 EAST,
AND SECTIONS 28, 29 , 30, 31, 32, 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST,
AND SECTIONS 4, 5, 6, 7, 8, 9, 16, 17, 18, TOWNSHIP 48 SOUTH, RANGE 29 EAST,
COLLIER COUNTY, FLORIDA
ALL THAT PART OF SECTION 36, TOWNSHIP 47 SOUTH, RANGE 28 EAST,
AND SECTIONS 28, 29 , 30, 31, 32 AND 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, AND SECTIONS 4, 5,
6, 7, 8, 9, 16, 17 AND 18, TOWNSHIP 48 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA. BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SECTION 16, TOWNSHIP 48 SOUTH, RANGE 29
EAST, COLLIER COUNTY, FLORIDA;
THENCE NORTH 01°04'07"WEST 150.00 FEET TO THE POINT OF BEGINNING;
THENCE SOUTH 88°57'06" WEST 354.33 FEET;
THENCE NORTH 01°07'23" WEST 200.01 FEET;
THENCE SOUTH 88°57'05" WEST 2,215.48 FEET;
THENCE SOUTH 88°55'37" WEST 1,128.15 FEET;
THENCE SOUTH 89°32'56" WEST 1,286.63 FEET;
THENCE NORTH 00°27'04" WEST 1,089.55 FEET;
THENCE SOUTH 89°32'56" WEST 242.19 FEET;
THENCE SOUTH 89°24'19" WEST 3,977.40 FEET;
THENCE NORTH 00°01'40" EAST 1,280.68 FEET;
THENCE NORTH 90°00'00" EAST 1,125.68 FEET;
THENCE NORTH 00°19'38" WEST 520.46 FEET;
THENCE NORTH 09°27'58" EAST 38.31 FEET;
THENCE NORTH 14°56'15" EAST 32.59 FEET;
THENCE NORTH 59°02'49" EAST 24.49 FEET;
THENCE NORTH 68°12'25" EAST 33.93 FEET;
THENCE NORTH 73°08'54" EAST 72.42 FEET;
THENCE NORTH 69°14'09" EAST 65.14 FEET;
THENCE NORTH 61°11'58" EAST 47.93 FEET;
THENCE NORTH 56°44'10" EAST 80.38 FEET;
THENCE NORTH 54°18'17" EAST 82.75 FEET;
THENCE NORTH 51°34'19" EAST 552.31 FEET;
THENCE NORTH 12°32'03" EAST 52.12 FEET;
THENCE NORTH 16°41'34" WEST 780.99 FEET;
THENCE NORTH 38°40'18" WEST 48.27 FEET;
THENCE NORTH 55°58'45" WEST 175.13 FEET;
THENCE NORTH 78°14'12"WEST 46.21 FEET;
THENCE SOUTH 86°41'17"WEST 358.77 FEET;
THENCE NORTH 43°16'35"WEST 44.00 FEET;
THENCE NORTH 01°28'53" WEST 584.34 FEET;
THENCE NORTH 88°45'30" EAST 2,256.99 FEET;
THENCE NORTH 11°31'40" WEST 679.82 FEET;
THENCE NORTH 29°57'19" EAST 43.24 FEET;
THENCE NORTH 80°03'11" EAST 750.96 FEET;
THENCE NORTH 82°05'14" EAST 23.32 FEET;
ida, 34105 Office 239.403.6700 Fax 239.261.1797
Fla Engineer CA 28275 Fla Landscape CA LC26000632 Fla Surveyor/Mapper LB8479
Page I 1
Page 5 of 27
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PENINSULA ()
tNbINEERING' 411
THENCE NORTH 08°45'48" WEST 831.15 FEET;
THENCE 82.76 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
SOUTHEAST HAVING A RADIUS OF 128.55 FEET THROUGH A CENTRAL ANGLE OF 36°53'11"AND
BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 23°30'23" EAST 81.34 FEET TO A POINT OF
REVERSE CURVATURE;
THENCE 149.95 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WEST HAVING A RADIUS OF
215.80 FEET THROUGH A CENTRAL ANGLE OF 39°48'43" AND BEING SUBTENDED BY A CHORD WHICH
BEARS NORTH 22°02'37" EAST 146.95 FEET;
THENCE NORTH 02°08'16" EAST 434.86 FEET;
THENCE NORTH 38°40'13" EAST 124.61 FEET;
THENCE NORTH 23°55'58" EAST 503.82 FEET;
THENCE NORTH 89°19'06" EAST 272.53 FEET;
THENCE NORTH 81°10'42" EAST 718.98 FEET;
THENCE NORTH 09°56'39" EAST 638.73 FEET;
THENCE NORTH 73°36'58" EAST 172.46 FEET;
THENCE NORTH 10°53'22" EAST 171.73 FEET;
THENCE 327.51 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
SOUTHWEST HAVING A RADIUS OF 275.44 FEET THROUGH A CENTRAL ANGLE OF 68°07'37" AND
BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 39°53'35" WEST 308.56 FEET;
THENCE NORTH 73°57'24" WEST 492.85 FEET;
THENCE 313.21 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTH
HAVING A RADIUS OF 331.73 FEET THROUGH A CENTRAL ANGLE OF 54°05'52"AND BEING
SUBTENDED BY A CHORD WHICH BEARS WEST 301.71 FEET;
THENCE SOUTH 62°57'04" WEST 506.32 FEET;
THENCE 155.39 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
SOUTHEAST HAVING A RADIUS OF 107.24 FEET THROUGH A CENTRAL ANGLE OF 83°01'31"AND
BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 27°09'30" WEST 142.15 FEET;
THENCE SOUTH 14°21'16" EAST 287.88 FEET;
THENCE 341.14 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
SOUTHEAST HAVING A RADIUS OF 168.89 FEET THROUGH A CENTRAL ANGLE OF 115°44'01"AND
BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 29°11'23" WEST 286.03 FEET;
THENCE SOUTH 87°03'24" WEST 81.50 FEET;
THENCE SOUTH 19°06'00" WEST 178.46 FEET;
THENCE SOUTH 73°34'35" WEST 263.81 FEET;
THENCE SOUTH 33°42'00" WEST 81.86 FEET;
THENCE SOUTH 51°52'05" WEST 1,402.28 FEET;
THENCE 219.21 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
SOUTHEAST HAVING A RADIUS OF 151.50 FEET THROUGH A CENTRAL ANGLE OF 82°54'07"AND
BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 22°50'28" WEST 200.58 FEET;
THENCE SOUTH 18°36'35" EAST 1,047.10 FEET;
THENCE 196.86 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
NORTHEAST HAVING A RADIUS OF 170.73 FEET THROUGH A CENTRAL ANGLE OF 66°04'00"AND
BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 48°32'34" EAST 186.14 FEET;
THENCE SOUTH 81°34'34" EAST 177.10 FEET;
THENCE SOUTH 14°02'28" EAST 106.97 FEET;
THENCE SOUTH 15°53'24"WEST 33.42 FEET;
THENCE SOUTH 72°18'08" WEST 347.96 FEET;
THENCE CONTINUE ALONG SAID LINE SOUTH 72°18'08" WEST 977.05 FEET;
THENCE NORTH 16°22'40" WEST 868.64 FEET;
THENCE NORTH 16°02'21" WEST 1,001.63 FEET;
THENCE NORTH 15°43'23" WEST 808.63 FEET;
THENCE NORTH 14°29'42" WEST 215.30 FEET;
orida,34105 Office 239.403.6700 Fax 239.261.1797
Fla Engineer CA 28275 Fla Landscape CA LC26000632 Fla Surveyor/Mapper LB847'
Page 12
Page 6 of 27
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PENINSULA ()
ENGINEERING 4
THENCE NORTH 02°51'21" WEST 51.77 FEET;
THENCE NORTH 37°59'19" EAST 51.77 FEET;
THENCE NORTH 58°24'39" EAST 660.90 FEET;
THENCE NORTH 56°56'25" EAST 865.77 FEET;
THENCE NORTH 62°27'21" EAST 303.89 FEET;
THENCE NORTH 58°11'43" EAST 148.88 FEET;
THENCE NORTH 66°27'20" EAST 99.67 FEET;
THENCE NORTH 79°59'44" EAST 60.67 FEET;
THENCE NORTH 18°39'40" EAST 212.96 FEET;
THENCE NORTH 13°26'09" EAST 80.67 FEET;
THENCE NORTH 04°05'14" EAST 65.75 FEET;
THENCE NORTH 00°47'28" EAST 593.12 FEET;
THENCE NORTH 05°29'40" EAST 61.18 FEET;
THENCE NORTH 20°17'22" EAST 57.43 FEET;
THENCE NORTH 51°55'17" EAST 55.07 FEET;
THENCE SOUTH 84°48'27" EAST 51.76 FEET;
THENCE SOUTH 67°53'53" EAST 40.46 FEET;
THENCE SOUTH 53°37'33" EAST 55.29 FEET;
THENCE SOUTH 55°37'37" EAST 158.19 FEET;
THENCE SOUTH 66°28'32" EAST 79.22 FEET;
THENCE SOUTH 81°19'48" EAST 69.92 FEET;
THENCE NORTH 80°53'08" EAST 96.10 FEET;
THENCE NORTH 83°09'35" EAST 88.49 FEET;
THENCE SOUTH 75°58'08" EAST 57.96 FEET;
THENCE SOUTH 45°44'09" EAST 65.43 FEET;
THENCE SOUTH 23°12'23" EAST 107.03 FEET;
THENCE SOUTH 31°09'29" EAST 124.53 FEET;
THENCE SOUTH 36°28'03" EAST 195.13 FEET;
THENCE SOUTH 41°49'01" EAST 193.27 FEET;
THENCE SOUTH 41°27'57" EAST 187.53 FEET;
THENCE SOUTH 50°06'28" EAST 177.12 FEET;
THENCE NORTH 86°06'03" EAST 103.33 FEET;
THENCE NORTH 82°07'11" EAST 76.87 FEET;
THENCE NORTH 58°49'02" EAST 61.16 FEET;
THENCE NORTH 41°11'10" EAST 266.09 FEET;
THENCE NORTH 43°45'15" EAST 203.61 FEET;
THENCE NORTH 63°26'06" EAST 230.87 FEET;
THENCE NORTH 55°12'54" EAST 17.74 FEET;
THENCE NORTH 06°58'17" WEST 40.07 FEET;
THENCE NORTH 60°20'46" EAST 94.06 FEET;
THENCE NORTH 14°42'46" EAST 42.02 FEET;
THENCE NORTH 52°22'08" EAST 29.10 FEET;
THENCE NORTH 05°13'18" EAST 37.01 FEET;
THENCE NORTH 07°13'16" WEST 185.10 FEET;
THENCE NORTH 08°55'50" WEST 66.36 FEET;
THENCE NORTH 08°35'26" WEST 70.11 FEET;
THENCE NORTH 03°30'28" EAST 24.24 FEET;
THENCE NORTH 09°22'28" EAST 32.62 FEET;
THENCE NORTH 32°03'11" EAST 61.35 FEET;
THENCE NORTH 41°59'52" EAST 54.16 FEET;
THENCE NORTH 46°38'59" EAST 44.15 FEET;
THENCE NORTH 40°19'34" EAST 80.40 FEET;
. • urida,34105 Office 239.403.6700 Fax 239.261.1797
Fla Engineer CA 28275 Fla Landscape CA LC26000632 Fla Surveyor/Mapper LB'
Page 13
Page 7 of 27
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agoomok
PENINSULAO
EN(INEERING 11
THENCE NORTH 39°30'46" EAST 42.43 FEET;
THENCE NORTH 52°07'39" EAST 71.16 FEET;
THENCE NORTH 60°17'11" EAST 55.95 FEET;
THENCE NORTH 68°43'34" EAST 63.02 FEET;
THENCE NORTH 86°12'19" EAST 41.51 FEET;
THENCE SOUTH 75°32'58" EAST 74.98 FEET;
THENCE NORTH 78°55'50" EAST 42.97 FEET;
THENCE NORTH 69°31'07" EAST 36.80 FEET;
THENCE NORTH 75°37'20" EAST 34.34 FEET;
THENCE SOUTH 72°08'39" EAST 57.43 FEET;
THENCE SOUTH 56°52'50" EAST 70.22 FEET;
THENCE SOUTH 56°52'18" EAST 99.31 FEET;
THENCE SOUTH 70°35'59" EAST 56.76 FEET;
THENCE SOUTH 85°12'15" EAST 70.23 FEET;
THENCE NORTH 85°47'37" EAST 52.90 FEET;
THENCE NORTH 77°16'18" EAST 51.33 FEET;
THENCE NORTH 64°20'23" EAST 9.49 FEET;
THENCE NORTH 23°58'25" EAST 60.47 FEET;
THENCE NORTH 39°27'42" EAST 136.06 FEET;
THENCE NORTH 18°12'03" EAST 123.70 FEET;
THENCE NORTH 16°26'30"WEST 137.54 FEET;
THENCE NORTH 45°55'34" WEST 133.51 FEET;
THENCE NORTH 84°43'21" WEST 101.26 FEET;
THENCE SOUTH 87°06'53" WEST 375.05 FEET;
THENCE SOUTH 86°31'55" WEST 296.36 FEET;
THENCE NORTH 02°29'11" WEST 25.06 FEET;
THENCE SOUTH 85°19'00" WEST 63.79 FEET;
THENCE SOUTH 87°01'35" WEST 57.73 FEET;
THENCE NORTH 85°14'11" WEST 27.05 FEET;
THENCE NORTH 86°11'09" WEST 22.51 FEET;
THENCE NORTH 71°01'47" WEST 25.34 FEET;
THENCE NORTH 74°57'44" WEST 25.97 FEET;
THENCE NORTH 80°42'24" WEST 41.73 FEET;
THENCE NORTH 77°00'19" WEST 49.95 FEET;
THENCE NORTH 78°26'56"WEST 104.70 FEET;
THENCE NORTH 78°45'16" WEST 195.82 FEET;
THENCE NORTH 79°21'51" WEST 81.14 FEET;
THENCE NORTH 76°30'15" WEST 38.50 FEET;
THENCE NORTH 70°33'36" WEST 13.50 FEET;
THENCE NORTH 53°58'21" WEST 10.18 FEET;
THENCE NORTH 53°58'22"WEST 10.18 FEET;
THENCE NORTH 43°09'08" WEST 16.42 FEET;
THENCE NORTH 34°52'31"WEST 30.12 FEET;
THENCE NORTH 37°08'48" WEST 31.00 FEET;
THENCE NORTH 45°00'00"WEST 37.06 FEET;
THENCE NORTH 43°28'45" WEST 29.92 FEET;
THENCE NORTH 52°29'45" WEST 40.59 FEET;
THENCE NORTH 53°28'16" WEST 25.16 FEET;
THENCE NORTH 69°51'49" WEST 23.93 FEET;
THENCE NORTH 72°53'50" WEST 40.74 FEET;
THENCE NORTH 74°38'02" WEST 101.72 FEET;
THENCE NORTH 76°25'14" WEST 79.73 FEET;
orida, 34105 Office 239.403.6700 Fax 239.261.
Fla Engineer CA 28275 Fla Landscape CA LC26000632 Fla Surveyor/Mapper ,µ •:,
Page 14
Page 8 of 27
17C
logo
PENINSULA ,(,)
ENGINEERING
THENCE NORTH 73°50'34" WEST 83.41 FEET;
THENCE NORTH 77°16'32" WEST 71.39 FEET;
THENCE NORTH 89°42'58"WEST 0.16 FEET;
THENCE NORTH 70°38'50"WEST 32.47 FEET;
THENCE NORTH 75°44'50" WEST 240.26 FEET;
THENCE SOUTH 76°22'29" WEST 54.20 FEET;
THENCE NORTH 75°46'41" WEST 12.81 FEET;
THENCE NORTH 78°06'45" WEST 243.02 FEET;
THENCE SOUTH 87°32'28" WEST 438.43 FEET;
THENCE SOUTH 86°36'21" WEST 1,109.58 FEET;
THENCE NORTH 77°00'11" WEST 142.86 FEET;
THENCE NORTH 17°30'03" EAST 207.66 FEET;
THENCE NORTH 79°12'42" WEST 648.91 FEET;
THENCE NORTH 60°23'31" WEST 201.48 FEET;
THENCE CONTINUE ALONG SAID LINE NORTH 60°23'31" WEST 96.77 FEET;
THENCE NORTH 15°23'31"WEST 24.04 FEET;
THENCE NORTH 60°23'31" WEST 359.22 FEET;
THENCE SOUTH 74°36'29" WEST 24.04 FEET;
THENCE NORTH 60°23'31" WEST 74.11 FEET;
THENCE NORTH 07°46'40" WEST 329.68 FEET;
THENCE NORTH 02°36'09" WEST 45.49 FEET;
THENCE NORTH 19°58'59" WEST 24.18 FEET;
THENCE NORTH 50°54'22" WEST 42.58 FEET;
THENCE NORTH 61°23'23" WEST 51.76 FEET;
THENCE NORTH 66°34'18" WEST 67.53 FEET;
THENCE NORTH 69°41'11" WEST 428.39 FEET;
THENCE NORTH 70°24'12" WEST 628.17 FEET;
THENCE NORTH 68°54'47" WEST 215.29 FEET;
THENCE NORTH 69°23'00"WEST 343.17 FEET;
THENCE NORTH 69°35'25" WEST 94.77 FEET;
THENCE NORTH 71°33'54" WEST 42.46 FEET;
THENCE NORTH 76°30'15" WEST 26.55 FEET;
THENCE SOUTH 81°52'12" WEST 10.38 FEET;
THENCE NORTH 03°20'45" EAST 37.51 FEET;
THENCE 19.24 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTH
HAVING A RADIUS OF 142.45 FEET THROUGH A CENTRAL ANGLE OF 07°44'14"AND BEING
SUBTENDED BY A CHORD WHICH BEARS SOUTH 89°14'21" EAST 19.22 FEET TO A POINT OF REVERSE
CURVATURE;
THENCE 17.14 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHWEST HAVING A
RADIUS OF 14.00 FEET THROUGH A CENTRAL ANGLE OF 70°07'51"AND BEING SUBTENDED BY A
CHORD WHICH BEARS NORTH 59°33'50" EAST 16.09 FEET;
THENCE NORTH 24°29'55" EAST 8.32 FEET;
THENCE NORTH 31°14'01" WEST 17.16 FEET;
THENCE NORTH 13°29'45" EAST 797.35 FEET;
THENCE NORTH 67°50'44" EAST 418.32 FEET;
THENCE NORTH 37°39'56" EAST 34.70 FEET;
THENCE NORTH 15°00'04" WEST 7.09 FEET;
THENCE NORTH 09°44'37" WEST 29.09 FEET;
THENCE NORTH 34°31'24" EAST 30.44 FEET;
THENCE NORTH 37°33'50" EAST 57.89 FEET;
THENCE NORTH 37°38'54" EAST 82.20 FEET;
THENCE NORTH 37°31'13" EAST 87.95 FEET;
kuuple ,rwrida,34105 Office 239.403.6700 Fax 239.261.1797
Fla Engineer CA 28275 FIa Landscape CA LC26000632 FIa Surveyor/Mapper LB8479
Page 15
Page 9 of 27
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1010
PENINSULA `)
tivbINE±RING 111
THENCE NORTH 38°41'56" EAST 85.43 FEET;
THENCE NORTH 31°45'33" EAST 106.24 FEET;
THENCE NORTH 30°15'42" EAST 99.96 FEET;
THENCE NORTH 29°16'18" EAST 94.59 FEET;
THENCE NORTH 26°23'10" EAST 88.01 FEET;
THENCE NORTH 22°30'47" EAST 87.82 FEET;
THENCE NORTH 18°21'12" EAST 77.01 FEET;
THENCE NORTH 30°33'53" EAST 99.99 FEET;
THENCE NORTH 27°15'39" EAST 61.95 FEET;
THENCE NORTH 34°08'59" EAST 48.68 FEET;
THENCE NORTH 48°49'37" EAST 43.42 FEET;
THENCE NORTH 58°07'01" EAST 52.34 FEET;
THENCE NORTH 63°30'46" EAST 78.49 FEET;
THENCE NORTH 66°54'01" EAST 83.15 FEET;
THENCE NORTH 66°45'00" EAST 45.64 FEET;
THENCE SOUTH 61°55'39" EAST 6.91 FEET;
THENCE NORTH 69°34'35" EAST 118.02 FEET;
THENCE NORTH 81°56'55" EAST 17.06 FEET;
THENCE NORTH 86°43'15" EAST 124.39 FEET;
THENCE NORTH 13°46'19" WEST 328.58 FEET;
THENCE NORTH 70°48'07" EAST 76.21 FEET;
THENCE NORTH 54°29'06" EAST 37.97 FEET;
THENCE NORTH 21°53'45" WEST 54.48 FEET;
THENCE NORTH 70°47'14" EAST 77.55 FEET;
THENCE NORTH 71°02'31" EAST 35.61 FEET;
THENCE NORTH 72°16'21" EAST 131.70 FEET;
THENCE NORTH 72°04'43" EAST 126.98 FEET;
THENCE NORTH 73°13'18" EAST 106.86 FEET;
THENCE NORTH 71°11'17" EAST 74.14 FEET;
THENCE NORTH 68°33'08" EAST 30.93 FEET;
THENCE NORTH 71°33'54" EAST 17.88 FEET;
THENCE NORTH 81°15'14" EAST 13.52 FEET;
THENCE SOUTH 83°05'20" EAST 17.09 FEET;
THENCE SOUTH 47°43'35" EAST 15.29 FEET;
THENCE SOUTH 37°20'58" EAST 24.58 FEET;
THENCE SOUTH 16°38'20" EAST 46.68 FEET;
THENCE SOUTH 24°10'17" EAST 35.78 FEET;
THENCE SOUTH 21°52'45" EAST 70.36 FEET;
THENCE SOUTH 34°33'45" EAST 28.09 FEET;
THENCE SOUTH 47°26'12" EAST 34.20 FEET;
THENCE SOUTH 52°25'53" EAST 8.43 FEET;
THENCE SOUTH 71°33'54" EAST 9.75 FEET;
THENCE SOUTH 85°01'49" EAST 11.87 FEET;
THENCE SOUTH 87°08'15" EAST 20.59 FEET;
THENCE SOUTH 88°25'50" EAST 37.54 FEET;
THENCE NORTH 87°33'48" EAST 48.37 FEET;
THENCE SOUTH 89°35'00" EAST 141.38 FEET;
THENCE NORTH 89°06'34" EAST 99.23 FEET;
THENCE NORTH 84°31'51" EAST 48.55 FEET;
THENCE NORTH 82°20'00" EAST 26.97 FEET;
THENCE NORTH 79°46'40" EAST 31.87 FEET;
THENCE NORTH 76°27'51" EAST 28.56 FEET;
,,urida,34105 Office 239.403.6700 Fax 239.261.1797
Fla Engineer CA 28275 Fla Landscape CA LC26000632 Fla Surveyor/Mapper LB847('
Page 6
Page 10 of 27
Z7c
PENINSULA ()
k
LINOINEE.HiN6 11
THENCE NORTH 70°23'45" EAST 39.84 FEET;
THENCE NORTH 70°48'11" EAST 134.46 FEET;
THENCE NORTH 70°37'19" EAST 79.02 FEET;
THENCE NORTH 66°32'28" EAST 29.70 FEET;
THENCE NORTH 57°49'44" EAST 37.66 FEET;
THENCE NORTH 53°21'57" EAST 74.96 FEET;
THENCE NORTH 54°24'59" EAST 148.87 FEET;
THENCE NORTH 50°50'35" EAST 203.54 FEET;
THENCE NORTH 48°43'53" EAST 33.52 FEET;
THENCE NORTH 32°23'52" EAST 31.67 FEET;
THENCE 334.86 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE WEST
HAVING A RADIUS OF 272.48 FEET THROUGH A CENTRAL ANGLE OF 70°24'48"AND BEING
SUBTENDED BY A CHORD WHICH BEARS NORTH 06°25'03" WEST 314.18 FEET;
THENCE NORTH 41°37'27" WEST 133.18 FEET;
THENCE 184.60 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A
RADIUS OF 573.36 FEET THROUGH A CENTRAL ANGLE OF 18°26'50" AND BEING SUBTENDED BY A
CHORD WHICH BEARS NORTH 50°50'52" WEST 183.80 FEET;
THENCE NORTH 60°04'16" WEST 149.32 FEET;
THENCE 44.34 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE EAST
HAVING A RADIUS OF 29.99 FEET THROUGH A CENTRAL ANGLE OF 84°41'37"AND BEING SUBTENDED
BY A CHORD WHICH BEARS NORTH 17°43'30" WEST 40.41 FEET;
THENCE NORTH 24°37'19" EAST 570.03 FEET;
THENCE CONTINUE ALONG SAID LINE NORTH 24°37'19" EAST 101.66 FEET;
THENCE NORTH 23°58'37" EAST 211.35 FEET;
THENCE NORTH 27°45'05" EAST 100.63 FEET;
THENCE NORTH 34°51'48" EAST 129.90 FEET;
THENCE NORTH 36°14'23" EAST 119.58 FEET;
THENCE NORTH 39°15'14" EAST 61.92 FEET;
THENCE NORTH 30°37'48" EAST 96.80 FEET;
THENCE NORTH 31°09'42" EAST 136.09 FEET;
THENCE NORTH 31°57'25" EAST 103.02 FEET;
THENCE NORTH 32°39'03" EAST 134.08 FEET;
THENCE NORTH 28°32'24" EAST 53.34 FEET;
THENCE NORTH 31°15'49" EAST 35.90 FEET;
THENCE NORTH 36°52'12" EAST 24.66 FEET;
THENCE NORTH 53°49'13" EAST 22.74 FEET;
THENCE NORTH 59°30'01" EAST 46.43 FEET;
THENCE NORTH 58°16'35" EAST 70.87 FEET;
THENCE NORTH 46°49'06" EAST 48.85 FEET;
THENCE NORTH 34°36'20" EAST 66.58 FEET;
THENCE NORTH 36°23'58" EAST 266.89 FEET;
THENCE NORTH 35°28'00" EAST 51.47 FEET;
THENCE NORTH 24°13'40" EAST 48.08 FEET;
THENCE NORTH 20°29'50" EAST 62.60 FEET;
THENCE NORTH 17°32'36" EAST 44.54 FEET;
THENCE NORTH 11°02'07" EAST 134.56 FEET;
THENCE NORTH 09°20'41" EAST 65.81 FEET;
THENCE NORTH 08°49'13" EAST 32.16 FEET;
THENCE NORTH 02°07'16" WEST 14.81 FEET;
THENCE NORTH 19°58'59" WEST 12.83 FEET;
THENCE NORTH 29°55'53" WEST 20.87 FEET;
THENCE NORTH 45°00'00" WEST 56.96 FEET;
.......7, ,. r,._,, ;,urida,34105 Office 239.403.6700 Fax 239.261.1797
Fla Engineer CA 28275 Fla Landscape CA LC26000632 Fla Surveyor/Mapper LB847
Page 17
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PENINSULA
LiN( NEERING '�
THENCE NORTH 48°51'56" WEST 57.48 FEET;
THENCE NORTH 42°38'48" WEST 28.31 FEET;
THENCE NORTH 38°47'48"WEST 35.86 FEET;
THENCE NORTH 43°25'04"WEST 39.03 FEET;
THENCE NORTH 49°30'49" WEST 57.23 FEET;
THENCE NORTH 80°05'04"WEST 162.01 FEET;
THENCE SOUTH 70°27'37" WEST 353.26 FEET;
THENCE SOUTH 52°04'25"WEST 180.21 FEET;
THENCE SOUTH 46°15'33"WEST 105.62 FEET;
THENCE SOUTH 14°06'59"WEST 71.07 FEET;
THENCE SOUTH 00°00'00" EAST 184.61 FEET;
THENCE SOUTH 33°22'39"WEST 119.87 FEET;
THENCE SOUTH 51°50'44"WEST 123.51 FEET;
THENCE SOUTH 08°48'01"WEST 181.00 FEET;
THENCE SOUTH 12°32'13" WEST 159.70 FEET;
THENCE SOUTH 29°05'58" WEST 178.41 FEET;
THENCE SOUTH 19°43'20"WEST 92.39 FEET;
THENCE SOUTH 06°03'53"WEST 66.01 FEET;
THENCE SOUTH 33°44'00" EAST 74.98 FEET;
THENCE SOUTH 35°38'09" EAST 285.70 FEET;
THENCE SOUTH 36°44'05"WEST 69.62 FEET;
THENCE SOUTH 37°56'14"WEST 281.93 FEET;
THENCE SOUTH 49°31'43"WEST 127.67 FEET;
THENCE SOUTH 80°25'32" WEST 404.49 FEET;
THENCE NORTH 87°54'54"WEST 90.21 FEET;
THENCE NORTH 25°36'44"WEST 88.26 FEET;
THENCE NORTH 12°58'39" WEST 231.55 FEET;
THENCE NORTH 06°53'41"WEST 202.48 FEET;
THENCE NORTH 27°13'10"WEST 136.55 FEET;
THENCE NORTH 25°34'19"WEST 232.85 FEET;
THENCE SOUTH 65°09'12" WEST 91.77 FEET;
THENCE SOUTH 62°32'35"WEST 179.73 FEET;
THENCE SOUTH 40°40'30"WEST 69.24 FEET;
THENCE SOUTH 25°23'41"WEST 80.83 FEET;
THENCE SOUTH 07°19'04" WEST 272.16 FEET;
THENCE SOUTH 24°58'00" WEST 197.30 FEET;
THENCE SOUTH 19°11'56"WEST 158.12 FEET;
THENCE SOUTH 12°44'34"WEST 220.40 FEET;
THENCE SOUTH 16°08'12"WEST 274.18 FEET;
THENCE SOUTH 04°07'12" WEST 97.07 FEET;
THENCE SOUTH 24°50'20" EAST 57.86 FEET;
THENCE SOUTH 71°32'44" EAST 285.12 FEET;
THENCE SOUTH 23°16'18" EAST 105.39 FEET;
THENCE SOUTH 55°19'43" EAST 109.62 FEET;
THENCE SOUTH 61°47'13" EAST 59.01 FEET;
THENCE SOUTH 04°32'27"WEST 218.94 FEET;
THENCE SOUTH 62°48'36"WEST 159.81 FEET;
THENCE SOUTH 62°13'07" WEST 380.23 FEET;
THENCE SOUTH 65°59'35" WEST 157.48 FEET;
THENCE CONTINUE ALONG SAID LINE SOUTH 65°59'35" WEST 165.20 FEET;
THENCE NORTH 57°18'14"WEST 288.59 FEET;
THENCE NORTH 10°35'39"WEST 112.69 FEET;
t y :aop�� I$vIida,34105 Office 239.403.6700 Fax 239.261.1797
Fla Engineer CA 28275 Fla Landscape CA LC26000632 Fla Surveyor/Mapper►RP,479
Page 18
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PENINSULA `,
ENGINLc.rciNG
THENCE NORTH 34°10'37" WEST 80.33 FEET;
THENCE NORTH 80°29'31" WEST 84.44 FEET;
THENCE SOUTH 80°29'10" WEST 168.78 FEET;
THENCE NORTH 24°16'43" WEST 252.93 FEET;
THENCE NORTH 36°32'15"WEST 99.05 FEET;
THENCE NORTH 71°40'01" WEST 54.78 FEET;
THENCE SOUTH 66°47'19"WEST 60.37 FEET;
THENCE SOUTH 49°53'20" WEST 371.87 FEET;
THENCE SOUTH 11°01'44" WEST 127.06 FEET;
THENCE SOUTH 08°23'02" WEST 189.92 FEET;
THENCE SOUTH 05°03'18" WEST 355.01 FEET;
THENCE SOUTH 21°53'22" WEST 74.28 FEET;
THENCE SOUTH 87°25'10" WEST 72.89 FEET;
THENCE NORTH 88°34'25" WEST 263.66 FEET;
THENCE MORTH 90°00,00"WEST 353.73 FEET;
THENCE NORTH 16°28'18" WEST 44.49 FEET;
THENCE NORTH 05°27'34" EAST 451.68 FEET;
THENCE NORTH 05°27'37" EAST 140.12 FEET;
THENCE NORTH 22°49'53" EAST 128.19 FEET;
THENCE NORTH 22°49'55" EAST 178.94 FEET;
THENCE NORTH 61°10'39" EAST 66.37 FEET;
THENCE NORTH 57°25'33" EAST 35.05 FEET;
THENCE NORTH 45°31'06" EAST 208.44 FEET;
THENCE NORTH 34°34'40" EAST 34.88 FEET;
THENCE NORTH 00°17'55" EAST 39.38 FEET;
THENCE NORTH 18°44'29" WEST 30.33 FEET;
THENCE NORTH 44°51'02" WEST 39.13 FEET;
THENCE NORTH 35°26'57" EAST 36.45 FEET;
THENCE NORTH 75°05'04" EAST 191.26 FEET;
THENCE NORTH 78°18'20" EAST 230.73 FEET;
THENCE NORTH 42°17'55" EAST 47.70 FEET;
THENCE NORTH 11°48'13" EAST 270.74 FEET;
THENCE NORTH 12°31'52" EAST 268.96 FEET;
THENCE NORTH 05°56'18" EAST 226.03 FEET;
THENCE NORTH 15°37'05" EAST 96.66 FEET;
THENCE NORTH 45°40'40" EAST 79.32 FEET;
THENCE NORTH 31°13'34" EAST 57.57 FEET;
THENCE NORTH 11°08'47" WEST 49.34 FEET;
THENCE NORTH 44°55'31" WEST 55.62 FEET;
THENCE NORTH 39°20'48" WEST 216.44 FEET;
THENCE NORTH 18°29'43" WEST 61.43 FEET;
THENCE NORTH 18°04'35" WEST 31.07 FEET;
THENCE NORTH 45°00'00" WEST 13.92 FEET;
THENCE NORTH 00°16'24" EAST 107.49 FEET;
THENCE NORTH 17°09'43" EAST 102.19 FEET;
THENCE NORTH 28°49'30" EAST 144.23 FEET;
THENCE NORTH 42°24'23" EAST 250.02 FEET;
THENCE NORTH 23°44'16" EAST 74.39 FEET;
THENCE NORTH 00°17'54" EAST 19.69 FEET;
THENCE NORTH 47°47'05" EAST 13.43 FEET;
THENCE NORTH 00°11'57" EAST 59.08 FEET;
THENCE NORTH 53°03'30" WEST 49.15 FEET;
iorida,34105 Office 239.403.6700 Fax 239.261.1797
la Engineer CA 28275 Fla Landscape CA LC26000632 Fla Surveyor/Mapper LB8471'
Page 19
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PENINSULA `)
ENGINEthoiNu
THENCE SOUTH 80°34'11" WEST 60.09 FEET;
THENCE SOUTH 78°37'22"WEST 291.15 FEET;
THENCE NORTH 22°29'11" WEST 54.17 FEET;
THENCE NORTH 04°45'49" EAST 175.37 FEET;
THENCE NORTH 19°19'48" EAST 139.12 FEET;
THENCE NORTH 34°16'10" EAST 202.54 FEET;
THENCE NORTH 34°50'27" EAST 152.95 FEET;
THENCE NORTH 36°01'07" EAST 149.12 FEET;
THENCE NORTH 35°44'13" EAST 78.84 FEET;
THENCE NORTH 37°38'44" EAST 121.24 FEET;
THENCE NORTH 02°52'35" EAST 83.80 FEET;
THENCE NORTH 07°44'54" WEST 187.14 FEET;
THENCE NORTH 03°06'02" WEST 468.36 FEET;
THENCE NORTH 88°51'10" EAST 696.73 FEET;
THENCE NORTH 27°16'47" EAST 8.29 FEET;
THENCE NORTH 88°30'24" EAST 285.47 FEET;
THENCE 85.37 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A
RADIUS OF 92.30 FEET THROUGH A CENTRAL ANGLE OF 52°59'46"AND BEING SUBTENDED BY A
CHORD WHICH BEARS SOUTH 64°59'43" EAST 82.36 FEET;
THENCE 218.05 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE NORTH
HAVING A RADIUS OF 151.97 FEET THROUGH A CENTRAL ANGLE OF 82°12'30"AND BEING
SUBTENDED BY A CHORD WHICH BEARS SOUTH 79°36'25" EAST 199.82 FEET TO A POINT OF
COMPOUND CURVE;
THENCE 89.72 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHWEST HAVING A
RADIUS OF 867.72 FEET THROUGH A CENTRAL ANGLE OF 05°55'28" AND BEING SUBTENDED BY A
CHORD WHICH BEARS NORTH 56°19'36" EAST 89.68 FEET TO A POINT OF REVERSE CURVATURE;
THENCE 59.03 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTH HAVING A RADIUS
OF 93.39 FEET THROUGH A CENTRAL ANGLE OF 36°12'54" AND BEING SUBTENDED BY A CHORD
WHICH BEARS NORTH 71°28'19" EAST 58.05 FEET;
THENCE NORTH 89°34'46" EAST 135.27 FEET;
THENCE NORTH 00°25'14" WEST 492.05 FEET;
THENCE SOUTH 78°28'34" EAST 368.27 FEET;
THENCE SOUTH 75°43'31" EAST 382.68 FEET;
THENCE SOUTH 76°00'47" EAST 434.51 FEET;
THENCE SOUTH 82°26'39" EAST 99.84 FEET;
THENCE NORTH 47°28'56" EAST 48.56 FEET;
THENCE NORTH 04°55'26" EAST 60.94 FEET;
THENCE NORTH 49°03'46" WEST 375.66 FEET;
THENCE NORTH 29°12'52" WEST 267.92 FEET;
THENCE NORTH 32°48'25"WEST 236.24 FEET;
THENCE NORTH 23°08'48" WEST 89.23 FEET;
THENCE NORTH 45°41'05" WEST 161.39 FEET;
THENCE CONTINUE ALONG SAID LINE NORTH 45°41'05" WEST 20.65 FEET;
THENCE NORTH 18°40'52" WEST 52.83 FEET;
THENCE NORTH 44°49'05" WEST 10.20 FEET;
THENCE 284.08 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
SOUTHEAST HAVING A RADIUS OF 313.75 FEET THROUGH A CENTRAL ANGLE OF 51°52'43"AND
BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 64°01'44" EAST 274.48 FEET;
THENCE SOUTH 89°33'25" EAST 1,369.78 FEET;
THENCE 146.94 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A
RADIUS OF 80.00 FEET THROUGH A CENTRAL ANGLE OF 105°14'13" AND BEING SUBTENDED BY A
CHORD WHICH BEARS SOUTH 36°56'19" EAST 127.14 FEET;
„n . ,u3.6700 Fax 239.261.179,
rla Engineer CA 28275 Fla Landscape CA LC26000632 Fla Surveyor/Mapper LB8479
Page 110
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PENINSULA ()
ENGINELKIINu
THENCE SOUTH 15°40'47" WEST 55.86 FEET;
THENCE CONTINUE ALONG SAID LINE SOUTH 15°40'47" WEST 162.43 FEET;
THENCE CONTINUE ALONG SAID LINE SOUTH 15°40'47" WEST 132.43 FEET;
THENCE SOUTH 16°09'12"WEST 457.86 FEET;
THENCE SOUTH 15°43'04" WEST 464.54 FEET;
THENCE SOUTH 27°27'09" WEST 189.54 FEET;
THENCE SOUTH 13°54'55" WEST 141.16 FEET;
THENCE SOUTH 06°06'40" WEST 195.57 FEET;
THENCE SOUTH 01°28'32" EAST 135.43 FEET;
THENCE SOUTH 35°57'04" EAST 322.31 FEET;
THENCE SOUTH 54°16'15" EAST 139.10 FEET;
THENCE SOUTH 65°37'02" EAST 79.50 FEET;
THENCE SOUTH 87°23'21" EAST 59.55 FEET;
THENCE SOUTH 66°53'26" EAST 241.46 FEET;
THENCE SOUTH 64°45'28" EAST 263.29 FEET;
THENCE SOUTH 71°18'47" EAST 57.07 FEET;
THENCE SOUTH 85°07'33" EAST 50.51 FEET;
THENCE NORTH 81°05'07" EAST 75.18 FEET;
THENCE NORTH 81°43'21" EAST 63.88 FEET;
THENCE NORTH 84°57'08" EAST 36.24 FEET;
THENCE SOUTH 86°25'39" EAST 63.61 FEET;
THENCE SOUTH 81°31'21" EAST 262.28 FEET;
THENCE SOUTH 88°08'03" EAST 273.99 FEET;
THENCE NORTH 80°58'13" EAST 327.79 FEET;
THENCE NORTH 67°50'56" EAST 252.22 FEET;
THENCE NORTH 81°02'01" EAST 819.65 FEET;
THENCE NORTH 81°42'41" EAST 310.84 FEET;
THENCE SOUTH 65°34'43" EAST 80.72 FEET;
THENCE NORTH 89°59'47" EAST 219.16 FEET;
THENCE NORTH 82°42'28" EAST 41.19 FEET;
THENCE NORTH 58°02'38" EAST 138.72 FEET;
THENCE NORTH 41°09'18" EAST 91.38 FEET;
THENCE NORTH 73°57'36" EAST 83.05 FEET;
THENCE NORTH 84°51'58" EAST 305.34 FEET;
THENCE NORTH 86°38'43" EAST 343.90 FEET;
THENCE NORTH 87°28'42" EAST 503.72 FEET;
THENCE NORTH 88°46'01" EAST 328.07 FEET;
THENCE NORTH 37°30'20" EAST 357.69 FEET;
THENCE NORTH 15°32'08" EAST 149.51 FEET;
THENCE NORTH 86°55'36" EAST 261.44 FEET;
THENCE NORTH 72°53'31" EAST 576.59 FEET;
THENCE NORTH 50°45'14" EAST 202.55 FEET;
THENCE NORTH 87°14'14" EAST 314.60 FEET;
THENCE SOUTH 76°38'32" EAST 143.08 FEET;
THENCE NORTH 89°49'43" EAST 1,054.71 FEET;
THENCE SOUTH 75°20'32" EAST 42.85 FEET;
THENCE SOUTH 41°43'41" EAST 38.04 FEET;
THENCE SOUTH 59°44'48" EAST 101.86 FEET;
THENCE SOUTH 82°56'38" EAST 71.89 FEET;
THENCE NORTH 76°31'27" EAST 68.87 FEET;
THENCE NORTH 60°32'45" EAST 175.39 FEET;
THENCE NORTH 78°18'10" EAST 41.23 FEET;
":;pia,34105 Office 239.403.6700 Fax 239.261.1797
Fla Engineer CA 28275 Fla Landscape CA LC26000632 Fla Surveyor/Mapper LB84?'
Page 111
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ENGINEERING 11
THENCE NORTH 89°28'30" EAST 257.27 FEET;
THENCE NORTH 00°45'43" WEST 115.45 FEET;
THENCE SOUTH 89°14'17" WEST 299.30 FEET;
THENCE NORTH 00°45'43" WEST 290.15 FEET;
THENCE NORTH 89°14'17" EAST 299.30 FEET;
THENCE SOUTH 38°39'29" EAST 47.28 FEET;
THENCE SOUTH 78°43'18" EAST 37.76 FEET;
THENCE NORTH 80°32'17" EAST 44.92 FEET;
THENCE NORTH 53°09'40" EAST 110.85 FEET;
THENCE NORTH 90°00'00" EAST 88.72 FEET;
THENCE SOUTH 84°33'47" EAST 155.87 FEET;
THENCE NORTH 86°59'22" EAST 140.60 FEET;
THENCE NORTH 38°39'42" EAST 47.28 FEET;
THENCE NORTH 18°26'02" EAST 46.70 FEET;
THENCE NORTH 02°51'45" EAST 295.75 FEET;
THENCE NORTH 41°20'03" EAST 89.60 FEET;
THENCE NORTH 37°52'30" EAST 84.20 FEET;
THENCE NORTH 09°31'36" EAST 89.85 FEET;
THENCE NORTH 15°10'10" WEST 734.49 FEET;
THENCE NORTH 26°23'04" WEST 116.32 FEET;
THENCE NORTH 57°33'43" WEST 96.37 FEET;
THENCE NORTH 82°53'13" WEST 59.63 FEET;
THENCE SOUTH 56°18'37" WEST 79.88 FEET;
THENCE SOUTH 48°01'05" WEST 89.54 FEET;
THENCE SOUTH 45°01'51" WEST 135.83 FEET;
THENCE SOUTH 72°53'48" WEST 100.44 FEET;
THENCE NORTH 90°00'00"WEST 81.33 FEET;
THENCE NORTH 82°53'15" WEST 59.64 FEET;
THENCE NORTH 38°39'31" WEST 47.28 FEET;
THENCE NORTH 29°03'20" WEST 76.03 FEET;
THENCE NORTH 02°50'47" WEST 148.69 FEET;
THENCE NORTH 18°26'04" EAST 70.05 FEET;
THENCE NORTH 28°36'37" EAST 92.53 FEET;
THENCE NORTH 31°01'23" EAST 86.17 FEET;
THENCE NORTH 14°02'09" EAST 121.79 FEET;
THENCE NORTH 29°03'13" WEST 76.03 FEET;
THENCE NORTH 56°21'05" WEST 79.96 FEET;
THENCE SOUTH 81°15'48" WEST 64.29 FEET;
THENCE NORTH 00°15'32" WEST 184.04 FEET;
THENCE NORTH 89°44'28" EAST 2,566.51 FEET;
THENCE SOUTH 00°15'32" EAST 1093.24 FEET;
THENCE NORTH 90°00'00"WEST 493.24 FEET;
THENCE SOUTH 00°00'00" EAST 935.87 FEET;
THENCE CONTINUE ALONG SAID LINE SOUTH 00°00'00" EAST 382.14 FEET;
THENCE SOUTH 88°54'13" WEST 1,103.68 FEET;
THENCE NORTH 49°08'39" WEST 30.10 FEET;
THENCE NORTH 52°25'53" WEST 87.47 FEET;
THENCE NORTH 81°55'03" WEST 117.26 FEET;
THENCE CONTINUE ALONG SAID LINE NORTH 81°55'03" WEST 5.28 FEET;
THENCE SOUTH 82°48'45" WEST 104.92 FEET;
THENCE SOUTH 54°36'59" WEST 102.02 FEET;
THENCE SOUTH 73°19'36"WEST 91.45 FEET;
;Iorida,34105 Office 239.403.6700 Fax 239.261.1797
Fla Engineer CA 28275 Fla Landscape CA LC26000632 Fla Surveyor/Mapper LB847
Page 112
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tNGINEEFING
THENCE SOUTH 00°45'43" EAST 112.51 FEET;
THENCE NORTH 82°52'57" EAST 4.97 FEET;
THENCE NORTH 59°26'48" EAST 47.53 FEET;
THENCE NORTH 77°36'27" EAST 12.36 FEET;
THENCE SOUTH 70°55'29" EAST 16.45 FEET;
THENCE SOUTH 47°41'12" EAST 748.88 FEET;
THENCE SOUTH 34°06'49" EAST 46.63 FEET;
THENCE SOUTH 14°16'24" EAST 615.15 FEET;
THENCE NORTH 85°59'44" EAST 160.53 FEET;
THENCE NORTH 47°06'44" EAST 110.60 FEET;
THENCE NORTH 29°11'18" EAST 460.96 FEET;
THENCE NORTH 13°56'57" EAST 67.16 FEET;
THENCE CONTINUE ALONG SAID LINE NORTH 13°56'57" EAST 142.69 FEET;
THENCE NORTH 76°19'41" EAST 160.84 FEET;
THENCE NORTH 61°43'54" EAST 107.89 FEET;
THENCE NORTH 18°58'36" EAST 21.78 FEET;
THENCE NORTH 90°00'00" EAST 226.22 FEET;
THENCE 279.29 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE EAST
HAVING A RADIUS OF 4,128.07 FEET THROUGH A CENTRAL ANGLE OF 03°52'35" AND BEING
SUBTENDED BY A CHORD WHICH BEARS SOUTH 01°38'58" WEST 279.24 FEET;
THENCE SOUTH 00°14'33" EAST 370.37 FEET;
THENCE CONTINUE ALONG SAID LINE SOUTH 00°14'33" EAST 1,537.82 FEET;
THENCE SOUTH 00°22'10" EAST 2,347.87 FEET;
THENCE NORTH 89°29'01" EAST 210.23 FEET;
THENCE SOUTH 00°23'23" EAST 200.00 FEET;
THENCE SOUTH 89°29'01" WEST 210.30 FEET;
THENCE SOUTH 00°22'10" EAST 62.31 FEET;
THENCE SOUTH 00°30'10" EAST 2,674.23 FEET;
THENCE SOUTH 00°35'31" EAST 2,684.53 FEET;
THENCE SOUTH 00°38'11" EAST 2,610.24 FEET;
THENCE SOUTH 00°30'34" EAST 199.67 FEET;
THENCE 227.68 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EAST HAVING A RADIUS OF
3,032.95 FEET THROUGH A CENTRAL ANGLE OF 04°18'04" AND BEING SUBTENDED BY A CHORD
WHICH BEARS SOUTH 02°39'36" EAST 227.63 FEET;
THENCE SOUTH 04°48'38" EAST 400.93 FEET;
THENCE SOUTH 05°08'04" EAST 83.53 FEET;
THENCE SOUTH 00°29'16" EAST 87.64 FEET;
THENCE CONTINUE ALONG SAID LINE SOUTH 00°29'16" EAST 1,584.56 FEET;
THENCE SOUTH 89°04'49" WEST 604.79 FEET;
THENCE NORTH 47°03'54" WEST 98.67 FEET;
THENCE SOUTH 52°55'08" WEST 87.29 FEET;
THENCE SOUTH 06°39'26"WEST 102.55 FEET;
THENCE SOUTH 71°24'17" WEST 367.36 FEET;
THENCE NORTH 19°54'41" WEST 104.73 FEET;
THENCE NORTH 43°05'38" WEST 251.09 FEET;
THENCE NORTH 11°04'29" EAST 79.58 FEET;
THENCE NORTH 05°51'31" WEST 66.56 FEET;
THENCE NORTH 48°52'26" WEST 332.24 FEET;
THENCE NORTH 74°56'35" WEST 80.29 FEET;
THENCE SOUTH 74°58'06" WEST 235.65 FEET;
THENCE SOUTH 51°40'42" WEST 93.09 FEET;
THENCE SOUTH 21°53'05" WEST 241.50 FEET;
• ,,.. , ,.. .,.....a,34105 Office 239.403.6700 Fax 239.261.1797
Fla Engineer CA 28275 Fla Landscape CA LC26000632 Fla Surveyor/Mapper LB847'
Page 113
Page 17 of 27
17C
Aimik
PENINSULA (,)
ti\IGINELIRING
THENCE SOUTH 77°21'09" WEST 341.17 FEET;
THENCE SOUTH 60°48'05" WEST 79.49 FEET;
THENCE NORTH 88°09'54" WEST 265.68 FEET;
THENCE SOUTH 89°36'53" WEST 1,150.41 FEET;
THENCE SOUTH 00°23'11" EAST 73.21 FEET;
THENCE NORTH 89°33'08" EAST 778.22 FEET;
THENCE NORTH 87°51'34" EAST 154.58 FEET;
THENCE SOUTH 85°01'54" EAST 26.71 FEET;
THENCE SOUTH 68°12'13" EAST 18.69 FEET;
THENCE SOUTH 59°45'01" EAST 16.07 FEET;
THENCE SOUTH 13°23'45" EAST 24.97 FEET;
THENCE SOUTH 14°32'17" EAST 32.26 FEET;
THENCE SOUTH 18°26'22" EAST 54.87 FEET;
THENCE SOUTH 17°17'08" EAST 163.55 FEET;
THENCE SOUTH 44°35'43" EAST 113.71 FEET;
THENCE SOUTH 75°58'02" EAST 52.48 FEET;
THENCE SOUTH 89°32'05" EAST 297.97 FEET;
THENCE SOUTH 89°02'18" EAST 438.83 FEET;
THENCE NORTH 87°50'09" EAST 526.94 FEET;
THENCE NORTH 86°37'19" EAST 399.99 FEET;
THENCE NORTH 82°52'37" EAST 107.20 FEET;
THENCE NORTH 66°29'15" EAST 219.10 FEET;
THENCE NORTH 58°23'57" EAST 148.78 FEET;
THENCE NORTH 25°28'09" EAST 140.57 FEET;
THENCE NORTH 03°48'54" EAST 43.08 FEET;
THENCE NORTH 89°30'04" EAST 261.44 FEET;
THENCE SOUTH 00°59'01" EAST 438.34 FEET;
THENCE SOUTH 89°56'52" EAST 229.85 FEET;
THENCE SOUTH 00°59'03" EAST 1,870.87 FEET;
THENCE NORTH 89°00'57" EAST 200.00 FEET;
THENCE SOUTH 00°59'03" EAST 200.00 FEET;
THENCE SOUTH 89°00'57" WEST 200.00 FEET;
THENCE SOUTH 00°59'03" EAST 122.06 FEET;
THENCE SOUTH 00°55'59" EAST 2,017.98 FEET;
THENCE NORTH 89°04'01" EAST 200.00 FEET;
THENCE SOUTH 00°55'59" EAST 228.23 FEET;
THENCE 77.01 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE WEST
HAVING A RADIUS OF 340.00 FEET THROUGH A CENTRAL ANGLE OF 12°58'40"AND BEING
SUBTENDED BY A CHORD WHICH BEARS SOUTH 05°33'23" WEST 76.85 FEET;
THENCE SOUTH 12°02'43" WEST 100.00 FEET;
THENCE 99.19 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE EAST
HAVING A RADIUS OF 660.00 FEET THROUGH A CENTRAL ANGLE OF 08°36'40"AND BEING
SUBTENDED BY A CHORD WHICH BEARS SOUTH 07°44'22" WEST 99.10 FEET;
THENCE SOUTH 88°57'14" WEST 500.00 FEET;
THENCE NORTH 01°02'46" WEST 200.00 FEET;
THENCE SOUTH 88°57'14" WEST 1,881.86 FEET;
THENCE SOUTH 01°02'46" EAST 200.00 FEET;
THENCE SOUTH 88°57'14" WEST 96.22 FEET;
THENCE SOUTH 88°54'04" WEST 103.78 FEET;
THENCE NORTH 01°02'46" WEST 200.00 FEET;
THENCE SOUTH 88°54'04"WEST 2,309.42 FEET;
THENCE SOUTH 06°34'56" EAST 200.20 FEET;
;4105 Office 239.403.6700 Fax 239.261.1797
;la Engineer CA 28275 Fla Landscape CA LC26000632 Fla Surveyor/Mapper LB847r.
Page 114
Page 18 of 27
1 7 C
PENINSULA `)
ENGINEErHNG 1111
THENCE SOUTH 88°54'44" WEST 247.15 FEET TO THE POINT OF BEGINNING.
CONTAINING 5,928.10 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD.
BEARINGS ARE BASED ON THE SOUTH LINE OF SECTION 16, TOWNSHIP 48 SOUTH, RANGE 29 EAST,
COLLIER COUNTY, FLORIDA BEING SOUTH 88°54'34"WEST
APRIL 4TH, 2023
LANCE T MILLER, P.S.M. #LS5627 DATE OF SURVEY
CERTIFICATE OF AUTHORIZATION#LB-8479
REFERENCE:S:\Ave_Maria-AMAR\DRI-SRA\S-AMAR-DRI-2023.dwg(SK-01A-D)
2600 Golden Gate Parkway,Naples, Florida,34105 Office 239.403.6700 Fax 239.261.1797
Fla Engineer CA 28275 Fla Landscape CA LC26000632 Fla Surveyor/Mapper LB84,
Page 115
Page 19 of 27
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T-48-S ' LL222 `L231 26' I 219 T 48 S P.B. =PLAT BOOK 0"
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L207 SEE ATTACHMENT FOR LEGAL DESCRIPTION
C10 L168 PROPERTY CONTAINS:5928.10 ACRES+/- II
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NAPLES,FLORIDA 34105 J L21 I1
PHONE: 239403.6700 FAX:239.261.1797 L211 P.O.B.
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I APRIL4TH,2023 P.O.C.
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1 -CERTIFICATE OFAUTHORIZATION#L8-8479 OF SECTION 16
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PENINSULA_ I A SKETCH OF DESCRIPTION
i L=i�1 G 11'' ?I N G ' SECDRI TIONS 31NDS P 33T TOWNSHIP OF I 47SSOUTH,RANGE 29 AST 4-9 AND 16-18 I COLLIER P 48 TCOUNTY,FLORIDA NGE 29 EAST,AND I SCALE IN FEET
2600 GOLDEN GATE PARKWAY DESCRIPTION: FACIA 7n of 27
E NAPLES,FLORIDA 34105
PHONE:239-403-6700 FAX:239-261-1797 04/04/2023 1"=2000' SK-01A P-AMD-001 S-AMAR-DRI-2023.dwg
Date. SCALE SHEET PROJECT NUMBER. DRAWING No.
LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE
LINE# LENGTH BEARING LINE# LENGTH BEARING LINE# LENGTH BEARING LINE# LENGTH BEARING LINE# LENGTH BEARING ; d 1 '
L2 354.33 688°57'06"W L55 106.97 614°02'28"E L108 70.11 N8°35'26"W L161 40.59 N52°29'45"W L214 99.96 N30°15'42"E
L3 200.01 N1°07'23"W L56 33.42 615°5324"W L109 24.24 N3°30'28"E L162 25.16 N53°2816"W 1.215 94.59 N29°16'18"E
L4 2215.48 688°57'05 W L57 347.96 S72°18'08"W L110 32.62 N9°22'28"E L163 23.93 N69°51'49"W L216 88.01 N26°23'10"E
L5 1128.15 688°55'37"W L58 977.05 672°18'08"W L111 61.35 N32°0311"E L164 40.74 N72°53'50"W L217 87.82 N22°30'47"E
L6 1286.63 689°32'56"W L59 868.64 N16"22'40"W L112 54.16 N41°59'52"E L165 101.72 N74°38'02"W L218 77.01 N18°21'12"E
L7 1089.55 N0°27'04"W L60 1001.63 N16°02'21"W L113 44.15 N46°38'59"E L166 79.73 N76°25'14"W L219 99.99 N30°33'53"E
L8 242.19 689°32'56"W L61 808.63 N15"43'23"W L114 80.40 N40°19'34"E L167 83.41 N73°50'34"W L220 61.95 N27°15'39"E
L9 3977.40 689°2419"W L62 215.30 N14°29'42"W L115 42.43 N39"30'46"E L168 71.39 N77°16'32"W L221 48.68 N34°08'59"E
L10 1280.68 N0°01'40"E L63 51.77 N2°51'21"W L116 71.16 N52°07'39"E L169 0.16 N89°42'58"W L222 43.42 N48°49'37"E
L11 1125.68 N90°00'00"E L64 51.77 N37°5919"E L117 55.95 N60°17'11"E L170 32.47 N70°38'509W L223 52.34 N58°07'01"E
L12 520.46 N0°19'38"W L65 660.90 N58°24'39"E L118 63.02 N68°43'34"E L171 240.26 N75°44'50"W L224 78.49 N63°30'46"E
L13 38.31 N9°27'58"E L66 865.77 N56°56'25"E L119 41.51 N86°12'19"E L172 54.20 676°22'29"W L225 83.15 N66°54'01"E
L14 32.59 N14°56'15"E L67 303.89 N62°27'21"E L120 74.98 S75°32'58"E L173 12.81 N75°46'41"W L226 45.64 N66°45'00"E
L15 24.49 N59°02'49"E L68 148.88 N58°11'43"E L121 42.97 N78°55'50"E L174 243.02 N78°0645"W L227 6.91 S61°55'39"E
L16 33.93 N68°12'25"E L69 99.67 N66°27.20"E L122 36.80 N69°31'07"E L175 438.43 687°32'28"W L228 118.02 N69°34'35"E
L17 72.42 N73°08'54"E L70 60.67 N79°59'44"E L123 34.34 N75°37'20"E L176 1109.58 S86°36'21"W L229 17.06 N81°56'55"E
L18 65.14 N69°14'09"E L71 212.96 N18°39'40"E L124 57.43 67708'39"E L177 142.86 N77"0011"W L230 124.39 N86°4315"E
L19 47.93 N61°11'58"E L72 80.67 N33°26'09"E L125 70.22 656°52'50"E L178 207.66 N17°30'03"E L231 328.58 N13°46'19"W
L20 80.38 N56°4410"E L73 65.75 N4°05'14"E L126 99.31 656°52'18"E L179 648.91 N79°12'42"W L232 76.21 N70°48'07"E
L21 82.75 N54°18'17"E L74 593.12 N0°47'28"E L127 56.76 670°35'59"E L180 201.48 N60°23'31"W 1233 37.97 N54°29'06"E
L22 552.31 N51°3419"E L75 61.18 N5"29'40"E L128 70.23 S85°12'15"E L181 96.77 N60°23'31"W L234 54.48 N21°53'45"W
L23 52.12 N12°32'03"E L76 57.43 N20°17'22"E L129 52.90 N85°47'37"E L182 24.04 N15°23'31"W L235 77.55 N70°47'14"E
L24 780.99 N16°41'34"W L77 55.07 N51"551TE L130 51.33 N77°1618"E L183 359.22 N60°23'31"W L236 35.61 N71°02'31"E
L25 48.27 N38"4018"W L78 51.76 S84°48'27"E L131 9.49 N64"20'23"E L184 24.04 S74°36'29"W L.237 131.70 N72°16'21"E
L26 175.13 N55°58'45"W L79 40.46 667'53'53"E L132 60.47 N23°58'25"E L185 74.11 N60°23'31"W L238 126.98 N72°04'43"E
L27 46.21 N78°1412"W L80 55.29 653°37'33"E L133 136.06 N39°27.42"E L186 329.68 N7°46'401W L239 106.86 N73°1318"E
L28 358.77 586°4117"W L81 158.19 S55°3T37"E L134 123.70 N18°12'03"E L187 45.49 N2°36'09"W L240 74.14 N71°11'17"E
L29 44.00 N43°16'35"W L82 79.22 666"28'32"E L135 137.54 N16°26'30"W L188 24.18 N19°58'59"W L241 30.93 N68°33'08"E
L30 584.34 N1°28'53"W L83 69.92 681°19'48"E L136 133.51 N45°55'34"W L189 42.58 N50°54'22"W L242 17.88 N71°33'54"E
L31 2256.99 N88°45'30"E L84 96.10 N80°53'08"E L137 101.26 N84°43'21"W L190 51.76 N61°23'23"W L243 13.52 N81°1514"E
L32 679.82 N11°31'40"W L85 88.49 N83°09'35"E L138 375.05 687°06'53"W L191 67.53 N66°3418"W L244 17.09 683°05'20"E
L33 43.24 N29°57'19"E L86 57.96 675'58'08"E L139 296.36 686"31'55"W L192 428.39 N69°4111"W L245 15.29 S47°43'35"E
L34 750.96 N80°03'11"E L87 65.43 S45°44'09"E L140 25.06 N2°29'11"W L193 628.17 N70°24'12"W L246 24.58 637'20'58"E
L35 23.32 N82°05'14"E L88 107.03 623°12'23"E L141 83.79 685°19'00"W L194 215.29 N68°54'47"W L247 46.68 616°38'20"E
L36 831.15 N8°45'481W L89 124.53 631'09'29"E L142 57.73 S87°01'35"W L195 343.17 N69°23'00"W L248 35.78 624°10'17"E
L37 434.86 N2°08'16"E L90 195.13 S36°28'03"E 1143 27.05 N85°14'11"W L196 94.77 N69"35'25"W L249 70.36 S21°52'45"E
L38 124.61 N38°4013"E L91 193.27 641°49'01"E L144 22.51 N86°11'09"W L197 42.46 N71°33'54"W L250 28.09 634°33'45"E
L39 503.82 N23°55'58"E L92 187.53 541°27'57"E L145 25.34 N71°01'47"W L198 26.55 N76°3015"W L251 34.20 647°26'12E
L40 272.53 N89°19'06"E L93 177.12 650°06'28"E L146 25.97 N74°57'44"W L199 10.38 681°52'12"W L252 8.43 652°25'53"E
L41 718.98 N81°10'42"E L94 103.33 N86°06'03"E L147 41.73 N80°42'24"W 1200 37.51 N3°20'45"E L253 9.75 671°33'54"E
L42 638.73 N9°56'39"E L95 76.87 N82°07'11"E L148 49.95 N77"00'19"W L201 8.32 N24°29'55"E L254 11.87 685°01'49"E
L43 172.46 N73°36'58"E L96 61.16 N58°49'02"E L149 104.70 N78°26'56"W L202 17.16 N31°14'01"W L255 20.59 687°0815"E
L44 171.73 N10°53'22"E L97 266.09 N41°11'10"E L150 195.82 N78°4516"W L203 797.35 N13.29'45"E L256 37.54 688°25'50"E
L45 492.85 N73°57'24"W L98 203.61 N43°4515"E L151 81.14 N79°2151"W 1204 418.32 N67"50'44"E 1257 48.37 N87°33'48"E
L46 506.32 662"57'04"W L99 230.87 N63°26'06"E L152 38.50 N76°30'15"W L205 34.70 N37°39'56"E L258 141.38 689.'35'00"E
L47 287.88 614°2116"E L100 17.74 N55°12'54"E L153 13.50 N70°33'36"W L206 7.09 N15°00'04"W L259 99.23 N89°06'34"E
L48 81.50 S87°03'24"W L101 40.07 N6°58'17"W L154 10.18 N53°58'21"W L207 29.09 N9"44'37"W L260 48.55 N84°31'51"E
L49 178.46 619°06'00"W L102 94.06 N60°20'46"E L155 10.18 N53°58'27W L208 30.44 N34°31'24"E L261 26.97 N82°20'00"E
L50 263.81 673°34'35"W L103 42.02 N14°4746"E L156 16.42 N43°09'08"W L209 57.89 N37"33'50"E L262 31.87 N79°46'40"E
L51 81.86 S33°42'00"W L104 29.10 N52"22'08"E L157 30.12 N34°52'31"W L210 82.20 N37°38'54"E L263 28.56 N76°27'51"E
L52 1402.28 S51°52'05"W L105 37.01 N593'18"E L158 31.00 N37°08'48"W L211 87.95 N37°31'13"E L264 39.84 N70°23'45"E
IL53 1047.10 618°36'35"E L106 185.10 N7'13'16"W L159 37.06 N45°00'00"W L212 85.43 N38°41'56"E L265 134.46 N70°48'11"E
L54 177.10 S81°34'34"E L107 66.36 N8"55'50"W L160 29.92 N43°28'45"W 1213 106.24 N31°45'33"E L266 79.02 N70°37'19"E
1
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PENINSULA ENGINEERING
h 2600 GOLDEN GATE PARKWAY
NAPLES,FLORIDA 34105
PHONE: 239.4 00 9.261.1797
EMAIL: INF• -•
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PENINSULAJ ANNOTATION TABLE- CERTIFICATE OF AUTHORIZATION»LB-9479
6 DRI LANDS,PART OF SECTIONS 4-9 AND 16-18 TOWNSHIP 48 SOUTH,RANGE 29 EAST,AND .NOT VALID WITHOUT THE SIGNATURE AND THE
I ENGINEERING I. SECTIONS 31-33,TOWNSHIP 47 SOUTH,RANGE 29 EAST,COLLIER COUNTY,FLORIDA ORIGINAL INA LIAAIISE SEAL�OR DIGITALGT SEALA OF A
6 2600 GOLDEN GATE PARKWAY DESCRIPTION: Y3 9 0 7
NAPLES,FLORIDA 34105 04/04/2023 1"=2000' SK-01B P-AMD-001
PHONE:239-403-6700 FAX:239-261-1797 S-AMAR-DRI-20 3.dwg
Dale: SCALE SHEET PROJECT NUMBER. DRAWING Na.
LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE ! 7 c
LINE# LENGTH BEARING LINE# LENGTH BEARING LINE# LENGTH BEARING LINE# LENGTH BEARING LINE# LENGTH BEARING j
L267 29.70 N66°3228"E L320 181.00 S8°48'01"W L373 353.73 N90°00'00"W L426 285.47 N88°30'24"E L479 503.72 N87°28'42"E
L268 37.66 N57°49'44"E L321 159.70 512°32'13'W L374 44.49 N16°2818"W L427 135.27 N89°34'46"E L480 328.07 N88°46'01"E
L269 74.96 N53°21'57"E L322 178.41 S29°05'58 W L375 451.68 N5°27'34"E L428 492.05 N0°2514"W L481 357.69 N37°30'20"E
L270 148.87 N54°24'59'E L323 92.39 S19"43'20'W L376 140.12 N5°27'37"E L429 368.27 578°28'34'E L482 149.51 N15°32'08"E
L271 203.54 N50°50'35"E L324 66.01 56°03'53"W L377 128.19 N22°49'53"E L430 382.68 S75°43'31"E L483 261.44 N86°55'36"E
L272 33.52 N48°43'53"E L325 74.98 533°44'00'E L378 178.94 N22°49'55"E L431 434.51 S76°00'47"E L484 576.59 N72°53'31"E
L273 31.67 N32°23'52"E L326 285.70 S35°38'09"E L379 66.37 N61°10'39"E L432 99.84 S82°26'39"E L485 202.55 N50°45'14"E
L274 133.18 N41°37'27"W L327 69.62 S36°44'05'W L380 35.05 N57°25'33"E L433 48.56 N47°28'56"E L486 314.60 N87°14'14"E
L275 149.32 N60°04'16"W L328 281.93 537°56'14'W L381 208.44 N45°31'06"E L434 60.94 N4°55'26"E L487 143.08 S76°38'32'E
L276 570.03 N24°37'19"E L329 127.67 S49°31'43 W L382 34.88 N34°34'40"E L435 375.66 N49°03'46"W L488 1054.71 N89°49'43"E
L277 101.66 N24°37'19"E L330 404.49 S80°25'32"W L383 39.38 N0°17'55"E L436 267.92 N29°12'52"W L489 42.85 S75°20'32"E
L278 211.35 N23°58'37"E L331 90.21 N87°54'54"W L384 30.33 N18°4429'W L437 236.24 N32°48'25"W L490 38.04 S41°43'41"E
L279 100.63 N27°45'05"E L332 88.26 N25°36'44"W L385 39.13 N44°51'02"W L438 89.23 N23°08'48"W L491 101.86 S59°44'48"E
L280 129.90 N34°51'48"E L333 231.55 N12°58'39"W L386 36.45 N35°26'57"E L439 161.39 N45°41'05"W L492 71.89 S82°56'38'E
L281 119.58 N36°14'23"E L334 202.48 N6°53'41'W L387 191.26 N75°05'04"E L440 20.65 N45°41'05"W L493 68.87 N76°31'27"E
L282 61.92 N39°15'14"E L335 136.55 N27°13'10"W L388 230.73 N78°18'20"E L441 52.83 N18'40'52"W L494 175.39 N60°32'45"E
L283 96.80 N30°37'48"E L336 232.85 N25°34'19"W L389 47.70 N42°17'55"E L442 10.20 N44°49'05"W L495 41.23 N78°18'10"E
L284 136.09 N31°09'42'E L337 91.77 S65°09'12"W L390 270.74 N11°48'13'E L443 1369.78 S89°3325"E L496 257.27 N89°28'30"E
L285 103.02 N31°5T25"E L338 179.73 S62°32'35 W L391 268.96 N12°31'52"E L444 55.86 S15°40'47"W L497 115.45 NO°45'43"W
L286 134.08 N32°39'03"E L339 69.24 S40°40'30'W L392 226.03 N5'56'18"E L445 162.43 S15°40'47"W L498 299.30 S89°1417"W
L287 53.34 N28°32'24"E L340 80.83 S25°23'41"W L393 96.66 N15°37'05"E L446 132.43 S15°40'47"W L499 290.15 N0°45'43"W
L288 35.90 N31°15'49'E L341 272.16 S7°19'04"W L394 79.32 N45'40'40"E L447 457.86 S16°0912"W L500 299.30 N89°1417"E
L289 24.66 N36°52'12"E L342 197.30 S24°58'00"W L395 57.57 N31°13'34"E L448 464.54 S15°43'04'W L501 47.28 S38°39'29"E
L290 22.74 N53°49'13"E L343 158.12 S19°11'56'W L396 49.34 N11°08'47"W L449 189.54 S27°27'09"W L502 37.76 S78°43'18'E
L291 46.43 N59°30'01"E L344 220.40 512°44'34"W L397 55.62 N44°55'31"W L450 141.16 S13°54'55'W L503 44.92 N80°32'17"E
L292 70.87 N58°16'35"E L345 274.18 S16°0812'W L398 216.44 N39°20'48"W L451 195.57 S6°06'40 W L504 110.85 N53°09'40"E
L293 48.85 N46°49'06"E L346 97.07 S4°0712'W L399 61.43 N18°29'43"W L452 135.43 S1°28'32"E L505 88.72 N90°00'00"E
L294 66.58 N34°36'20"E L347 57.86 S24°50'20"E L400 31.07 N18°04'35'W L453 322.31 S35°5704"E L506 155.87 S84°33'47"E
L295 266.89 N36°23'58"E L348 285.12 S71°32'44"E L401 13.92 N45°00'00"W L454 139.10 S54°1615"E L507 140.60 N86°59'22"E
L296 51.47 N35°28'00"E L349 105.39 523°16'18'E L402 107.49 N0°16'24"E L455 79.50 S65°37'02"E L508 47.28 N38°39'42"E
L297 48.08 N24°13'40"E L350 109.62 S55°19'43'E L403 102.19 N17°09'43"E L456 59.55 S87°23'21'E L509 46.70 N18°26'02"E
L298 62.60 N20°29'50"E L351 59.01 S61°47'13'E L404 144.23 N28°49'30"E L457 241.46 S66°53'26"E L510 295.75 N2°51'45"E
L299 44.54 N17°32'36"E L352 218.94 S4°32'27"W L405 250.02 N42°24'23'E L458 263.29 S64°45'28"E L511 89.60 N41°20'03"E
L300 134.56 N11°02'07"E L353 159.81 562°48'36'1N L406 74.39 N23'4416"E L459 57.07 S71°18'47'E L512 84.20 N37°52'30"E
L301 65.81 N9°20'41'E L354 380.23 S62°13'07"W L407 19.69 N0°17'54"E L460 50.51 S85°07'33"E L513 89.85 N9°31'36"E
L302 32.16 N8°49'13"E L355 157.48 S65°59'35'W L408 13.43 N47°47'05"E L461 75.18 N81"05'07"E L514 734.49 N15°10'10"W
L303 14.81 N2°0T16"W L356 165.20 S65°59'35"W L409 59.08 N0°11'57'E L462 63.88 N81°43'21"E L515 116.32 N26°23'04'W
L304 12.83 N19°58'59"W L357 288.59 N57°18'14"W L410 49.15 N53°03'30"W L463 36.24 N84°57'08"E L516 96.37 N57°33'43"W
L305 20.87 N29°55'53'W L358 112.69 N10°35'39'W L411 60.09 580°34'11"W L464 63.61 S86°25'39"E L517 59.63 N82°53'13"W
L306 56.96 N45°00'00"W L359 80.33 N34°10'37"W L412 291.15 S78°37'22 W L465 262.28 S81°31'21"E L518 79.88 S5618'37'W
L307 57.48 N48°51'56"W L360 84.44 N80'29'31'W L413 54.17 N22°29'11"W L466 273.99 S88°08'03"E L519 89.54 S48°01'05"W
L308 28.31 N42°38'48"W L361 168.78 S80°29'10"W L414 175.37 N4°45'49"E L467 327.79 N80°58'13"E L520 135.83 545°01'51"W
L309 35.86 N38°4748"W L362 252.93 N24°16'43"W L415 139.12 N19°19'48"E L468 252.22 N67°50'56"E L521 100.44 S72°53'48"W
L310 39.03 N43°25'04"W L363 99.05 N36°32'15"W L416 202.54 N34°16'10'E L469 819.65 N81°02'01"E L522 81.33 N90°00'00"W
L311 57.23 N49°30'49"W L364 54.78 N71°40'01'W L417 152.95 N34°50'27'E L470 310.84 N81'42'41'E L523 59.64 N82°53'15'W
L312 162.01 N80°05'04"W_ L365 60.37 S66°4719 W L418 149.12 N36°01'07'E L471 80.72 S65°34'43'E L524 47.28 N38°39'31"W
L313 353.26 S70°27'37'W L366 371.87 S49°53'20'W L419 78.84 N35°44'13'E L472 219.16 N89°59'47"E L525 76.03 N29°03'20"W
L314 180.21 S52°04'25M/ L367 127.06 S11°01'44'W L420 121.24 N37°38'44'E L473 41.19 N82°42'28"E L526 148.69 N2°50'47"W
L315 105.62 S46°15'331N L36S 189.92 S8'23'02"W L421 83.80 N2°52'35"E L474 138.72 N58°02'38"E L527 70.05 N18°26'04"E
fL316 71.07 S14°06'59"W L369 355.01 S5°03'18"W L422 187.14 N7°44'54'W L475 91.38 N41°09'18"E L528 92.53 N28°36'37"E
1 L317 184.61 S0°00'00'E L370 74.28 521°53'22"W L423 468.36 N3°06'02"W L476 83.05 N73°57'36"E L529 86.17 N31°01'23"E
i L318 119.87 S33°22'39'W L371 72.89 S87°2510"W L424 696.73 N88°51'10"E L477 305.34 N84°51'58"E L530 121.79 N14°02'09"E
g L319 123.51 S51°50'44"W L425 8.29 N27°16'47"E
,� L372 263.66 N88°34'25'W L476 343.90 N8fi°38'43"E L531 76.03 N29°03'13"W
i
i
PENINSULA ENGINEERING
i 2600 GOLDEN GATE PARKWAY
NAPLES.FLORIDA 34105
PHONE: 239.44 00 9.281.1797
EMAIL: INFO:•. -.
WEBSITE: 4i
t PR" SIONALER S illii•AND MAPPER,7A.S5627
AVE MARIA APRIL 4TH,2023
CLIENT. DATE
PE N I N S U LA q J ANNOTATION TABLE-2 CERTIFICATE OF AUTHORIZATION k B.6479
r I N G DRI LANDS,PART OF SECTIONS 4-9 AND 16-18 TOWNSHIP 48 SOUTH,RANGE 29 EAST,AND -NOT VALID WITHOUT THE SIGNATURE AND THE
N G I N L.._1 SECTIONS 31-33,TOWNSHIP 47 SOUTH,RANGE 29 EAST,COLLIER COUNTY,FLORIDA ORIGINAL RAISED SEAL OR DIGITALA SSEnALLpOFF A
260NAPGOLDEN
LES, GATE
A 34105 AY PARKW
DESCRIPTION: FLORIDA LICENSED SUgy gOALL Gi[7
PHONE:239-403-6700 FAX:239-261-1797 04/04/2023 1'=2000' SK-01C P-AMD-001 S-AMAR-DRI-Y2023.dwg
Data: SCALE SHEET PROJECT NUMBER: DRAWING No.
LINE TABLE LINE TABLE LINE TABLE 1 1
LINE# LENGTH BEARING LINE# LENGTH BEARING LINE# LENGTH BEARING ■�/-
L532 79.96 N56°21'05"W L585 367.36 S71°24'17"W L638 200.00 N1°02'46"W
L533 64.29 S81°15'48"W L586 104.73 N19°54'41'W L639 2309.42 S88°54'04"W
L534 184.04 N0°15'32"W L587 251.09 N43°05'38"W L640 200.20 S6°34'56"E
L535 2566.51 N89"44'28"E L588 79.58 N11"04'29"E L641 247.15 S88°54'44"W
L536 1093.24 S0°15'32"E L589 66.56 N5°51'31"W
L537 493.24 N90°00'00"W L590 332.24 N48"52'26"W
L538 935.87 S0°00'00"E L591 80.29 N74°56'35"W
L539 382.14 S0°00'00"E L592 235.65 S74°58'06"W
L540 1103.68 S88°5413"W L593 93.09 551°40'42"W
L541 30.10 N49°08'39"W L594 241.50 S21°53'05"W
L542 87.47 N52°25'53°W L595 341.17 S77°21'09"W
L543 117.26 N81°55'03"W L596 79.49 S60°48'05"W
L544 5.28 N81"55'03"W L597 265.68 N88"09'54"W
L545 104.92 S82°48'45"W L598 1150.41 S89°36'53"W
L546 102.02 S54°36'59"W L599 73.21 S0°2311"E
L547 91.45 S73°19'36"W L600 778.22 N89°33'08"E
L548 112.51 SO°45'43"E L601 154.58 N87"51'34"E CURVE TABLE
L549 4.97 N82°52'57"E L602 26.71 S85"01'54"E CURVE# LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH
L550 47.53 N59°26'48°E L603 18.69 S68°12'13"E C1 82.76 128.55 36°53'11" N23°30'23"E 81.34
L551 12.36 N77°36'27"E L604 16.07 S59°45'01"E C2 149.95 215.80 39'48'43" N22°02'37"E 146.95
L552 16.45 S70"55'29"E L605 24.97 S13"23'45"E C3 327.51 275.44 68°07'37" N39°53'35"W 308.56
L553 748.88 547°41'12"E L606 32.26 S14°3217"E C4 313.21 331.73 54°05'52" N90°00'00"W 301.71
L554 46.63 S34°06'49"E L607 54.87 S18°26'22"E C5 155.39 107.24 83°01'31" S27°09'30"W 142.15
L555 615.15 S14°16'24"E L608 163.55 S17°17'08"E C6 341.14 168.89 115°44'01" S29°11'23"W 286.03
L556 160.53 N85°59'44"E L609 113.71 S44°35'43"E C7 219.21 151.50 82°54'07" 522°50'28"W 200.58
L557 110.60 N47"06'44"E L610 52.48 S75°58'02"E C8 196.86 170.73 66°04'00" S48°32'34"E 186.14
L558 460.96 N29°1118"E L611 297.97 S89°32'05"E C9 19.24 142.45 7°44'14" S89°14'21"E 19.22
L559 67.16 N13°56'57"E L612 438.83 S89°02'18"E C10 17.14 14.00 70°07'51" N59"33'50"E 16.09
L560 142.69 N13°56'57"E L613 526.94 N87°50'09"E C11 334.86 272.48 70°24'48" N6°25'03"W 314.18
L561 160.84 N76°19'41"E L614 399.99 N86°37'19"E C12 184.60 573.36 18°26'50" N50°50'52"W 183.80
L562 107.89 N61°43'54"E L615 107.20 N82°52'37"E C13 44.34 29.99 84"4137" N17°43'30"W 40.41
L563 21.78 N18°58'36"E L616 219.10 N66°2915"E C14 85.37 92.30 52°59'46" S64°59'43"E 82.36
L564 226.22 N90°00'00"E L617 148.78 N58°23'57"E C15 218.05 151.97 82'12'30" S79°36'25"E 199.82
L565 370.37 S0°14'33"E L618 140.57 N25°28'09"E C16 89.72 867.72 5°55'28" N56°19'36"E 89.68
L566 1537.82 S0°14'33"E L619 43.08 N3°48'54"E C17 59.03 93.39 36°12'54" N71°28'19"E 58.05
L567 2347.87 S0°22110"E L620 261.44 N89°30'04"E C18 284.08 313.75 51'52'43" N64°01'44"E 274.48
L568 210.23 N89°29'01"E L621 438.34 50°59'01"E C19 146.94 80.00 105°14'13" S36°56'19"E 127.14
L569 200.00 S0°23'23"E L622 229.85 S89"56'52"E C20 279.29 4128.07 3°52'35" S1°38'58"W 279.24
L570 210.30 589°29'01"W L623 1870.87 S0°59'03"E C21 227.68 3032.95 4°18'04" S2°39'36"E 227.63
L571 62.31 S0°2210"E L624 200.00 N89"00'57"E C22 77.01 340.00 12°58'40" S5°33'231W 76.85
L572 2674.23 S0°30'10°E L625 200.00 S0°59'03"E C23 99.19 660.00 8°36'40" S7°44'22"W 99.10
L573 2684.53 S0°35'31"E L626 200.00 S89°00'57"W
L574 2610.24 S0°3811"E L627 122.06 S0°59'03"E
L575 199.67 S0°30'34"E L628 2017.98 S0°55'59"E
L576 0.00 S4°48'40"E L629 200.00 N89"04'01"E
L577 400.93 S4°48'38"E L630 228.23 S0°55'59"E
i
L578 83.53 S5°08'04"E L631 100.00 S12°02'43"W
4
L579 87.64 S0°2916"E L632 500.00 588°5714"W
g L580 1584.56 S0°29'16"E L633 200.00 N1°02'46"W
F L581 604.79 S89°04'49"W L634 1881.86 S88°57'14"W
f. -
k L582 98.67 N47"03'54"W L635 200.00 S1°02'46"E
L583 87.29 552°55'08"W L636 96.22 S88°57'14"W
L584 102.55 S6°39'26"W L637 103.78 S88"54'04"W
i
PENINSULA ENGINEERING
F: 2600 LEN TE 34 PARKWAY
9 NAPLES,FLORIDA 05
PHONE'. 239.41.-00 9.261.1797
E EMAIL: INFO..
WEBSITE: W'.
i ER
PR" IONAL S :YI>'-°-AND MAPPER,#LS5627
r CLIENT:
4TH,2023
ENT: AVE MARIA DATE
PENINSULAti ANNOTATION TABLE-3 -CERTIFICATE OF AUTHORIZATION#LB-8479
DRI LANDS,PART OF SECTIONS 4-9 AND 16-18 TOWNSHIP 48 SOUTH,RANGE 29 EAST,AND -NOT VALID WITHOUT THE SIGNATURE AND THE
ENGINEERING SECTIONS 31-33,TOWNSHIP 47 SOUTH,RANGE 29 EAST,COLLIER COUNTY,FLORIDA ORIGINAL RAISED SEA OR DIGITAL SEAL OF A
1 2600 GOLDEN GATE PARKWAY FLORIDA LICENSED SURVEYOR AND MAPPERDESCRIPTION: Pogo`3 of 27
NAPLES,FLORIDA 34105 04/04I2023 1"=2000' SK-01D P-AMD-001 FLORIDA
Q PHONE:239-403-6700 FAX:239-261-1797 Dale: SCALE SHEET PROJECT NUMBER: DRAWING No.
1 7 C
SRA CREDIT AGREEMENT EXHIBIT "B"
Ave Maria Credit Agreement-r4.docx April 25,2023
Page 24 of 27
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SRA CREDIT AGREEMENT EXHIBIT "C"
Land Use Summary
Ave Maria Credit Agreement-r4.docx April 25,2023
Page 26 of 27
1 7 C
Table 1 Ave Maria Land Use
Town 4,000 4,930 Acres*
Residential 11,000 Units
-768,850 Single Family"*
/1,1242,150 Multi Family**
ALF /150 275 Units
RctailGoods and Services 690,0001,078,943 Sq. Ft.
Office 510,000 Sq. Ft.
Hotel 400300 Rooms
Civic, Governmental and Institutional 350,000184,000 Sq. Ft.
Mini-Warehouse (1) 40,400 Sq. Ft.
Mom* * 35,000 Sq. Ft.
Oratory 75,500 Sq. Ft. (3,500 coats)
Light Industrial/Warehousing 600,000711,000 Sq. Ft.
Public Use 1,027 998 Acres
University and Ancillary Uses 955.55 846 Acres (6,000 university students)
Public School site (s) 47.7 Acres
Community park in excess of requirement 2-3,8 54.6 Acres
Fire Station 3.2 Acres
Services District 47 Acres
Total 5,027 5,928 Acres
(1) mini-warehouse use has been constructed in Town Center#3
Acreages include lakes and open space and are rounded to the nearest acre.
*This acreage includes 417.7 acres of open space in excess of the required 35% included at the time of original
SRA approval. This excess open space does not require the consumption of credits nor do these acres count
toward the 1,000 acre maximum acreage for the town.
** May be adjusted by up to 10% for each dwelling type not to exceed 11,000 total units and subject to the trip
cap.
Page 27 of 27
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Executive Summary
This Stewardship Receiving Area(SRA)Designation Application for Ave Maria is filed on behalf of Ave Maria
Development, LLLP. Ave Maria will consist of Ave Maria University and The Town of Ave Maria. The
cornerstone of Ave Maria will be the University, the first major Catholic university to be established in the
United States in more than 40 years. The town area of Ave Maria is designed as a compact, walkable
community around a town core which will contain as its landmark, an Oratory of distinctive architecture. In
addition, there will be distinctive residential neighborhoods offering a variety of housing types and lifestyles.
This SRA Designation Application, consists of 5027 5928 acres, 955 846+/-acres of which are dedicated to
the University and /1072 5082 acres to the Town, including 152 acres for public use (47.7 acres of public
school sites, 3.2 acres for fire station, 47 acres for Services District, and 23,8 54.6 acres in excess of
requirement for community parks).
Ave Maria University will support 6,000 students, and contains academic and administration buildings,
student and administration housing, recreation, sports, and support facilities.
The Town will contain a maximum of 11,000 dwelling units in a mix of residential unit types in the Town
Center, and Neighborhood General context zones.
Uses that provide the mix of services to, and are supportive of, the residents of The Town of Ave Maria and
university will be mainly located in the Town Core and Town Centers. The Town Core, Town Centers, and
Neighborhood Centers will provide a maximum of 690,000 square feet of gross leasable retail/service,510,000
square feet of gross leasable office, 35,000 square feet of medical facilities, 350,000 square feet of gross civic
uses, 600,000 square feet of light industrial/warehousing,40,400 square feet of mini-warehouse and 400 hotel
rooms. In addition, the town will provide public school sites, parks, golf courses, and other open space uses,
while Ave Marie University will provide, in addition to the above facilities, private K-8 and high school.
The maximum total daily trip generation for the SRA shall not exceed 4,320 two-way PM peak hour net
external trips based on the use codes in the Institute of Transportation Engineers Trip Generation Manual in
effect at the time of application for SDP/SDPA or subdivision plat approval.
There are few undisturbed native vegetation areas within Ave Maria, and all vegetated areas are subject to
ditches, berms, etc. Extensive areas of exotic monocultures (Brazilian pepper) exist across the site. The
predominant agricultural land use is evidenced by the absence of any lands which score higher than 1.2 on
the Natural Resources Index Map. The Natural Resources Index Assessment quantifies the acreage by land
use and demonstrates consistency with the Suitability Criteria, as is seen from the open space percentages
and the Applicant's commitment to provide access to Ave Maria from Oil Well Road and Camp Keais Road.
This SRA Designation Application also provides the calculation of the required Credit Use to designate the
Stewardship Receiving Area
Revised 4/21/2023 The Town of Ave Maria Page 1
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Town, and demonstrates that the Town consumes 28,658.1 36,098.4 Stewardship Credits. The Impact
Assessment Report and Economic Assessment Report demonstrate the self-sufficiency of Ave Maria as
related to impacted County facilities. This Application contains the Ave Maria Town Plan (SRA Development
Document)and Master Plan that set forth the allowable land uses and design standards for Ave Maria.
Statutes. An Application for Development Approval (ADA) has been filed and is currently under review.
Stewardship Receiving Area
Revised 4/21/2023 The Town of Ave Maria Page 2
1 7 C
7. Credit Use and Reconciliation Analysis. This Credit Use and Reconciliation Analysis is submitted in order
to track the transfer of credits from Stewardship Sending Areas (SSA) 1, 2, 3, 4, 5, a6, and 9 to the Town of
Ave Maria SRA. The Analysis provides a summary table that identifies the exchange of all Stewardship Credits.
8. Preliminary SRA Credit Agreement. Finally, an SRA Credit Agreement for those Stewardship Credits needed
in order to develop the SRA authorized development is provided. The Agreement sets forth the number of SSA
credits the applicant is utilizing in order to implement the Ave Maria Town Plan as included in this application.
The development parameters used throughout these applications are illustrated in different manners
depending on the purpose of the particular analysis. Table 1 provides a summary of these parameters.
Table 1 Ave Maria Land Use
Town 4,000 4,930 Acres*
Residential 11,000 Units
4 8,850 Single Family**
4,1212,150 Multi Family**
ALF /150 275 Units
RctailGoods and Services 490,0001,078,943 Sq. Ft.
Office 510,000 Sq. Ft.
Hotel 400300 Rooms
Civic, Governmental and Institutional 3407000184,000 Sq. Ft.
Mini-Warehouse (1) 40,400 Sq. Ft.
Medical 35,000 Sq. Ft.
Oratory 75,500 Sq. Ft. (3,500 s ats)
Light Industrial/Warehousing 600,000711,000 Sq. Ft.
Public Use 1,027 998 Acres
University and Ancillary Uses 955.55 846 Acres (6,000 university students)
Public School site (s) 47.7 Acres
Community park in excess of requirement 2478 54.6 Acres
Fire Station 3.2 Acres
Services District 47 Acres
Total 6702-7 5,928 Acres
(1) mini-warehouse use has been constructed in Town Center#3
Acreages include lakes and open space and are rounded to the nearest acre.
*This acreage includes 417.7 acres of open space in excess of the required 35% included at the time of original
SRA approval. This excess open space does not require the consumption of credits nor do these acres count
toward the 4,000 acre maximum acreage for the town.
** May be adjusted by up to 10% for each dwelling type not to exceed 11,000 total units and subject to the trip
cap.
Introduction
Revised 4/21/2023 The Town of Ave Maria Page 2
I ? C
Statement of Compliance
The development of approximately 5,027 5,928 acres of property in Collier County as a Stewardship Receiving Area
(SRA)known as the Town of Ave Maria will be in compliance with the goals, objectives and policies of the Rural Lands
Stewardship Area Overlay District as set forth in the Future Land Use Element of the Collier County Growth
Management based, in part, on the following reasons:
1. Improvements are planned to be in compliance with the applicable land development regulations of the Group 4
Policies of the Rural Lands Stewardship Area Overlay.
2. The projected gross density of 2.2 1.9 units per acre is based on gross acreage and is in compliance with Policy 4.7
of the Rural Lands Stewardship Overlay of the Future Land Use Element.
3. The Town of Ave Maria SRA will not encroach into any Flowway Stewardship Area (FSA) or Habitat Stewardship
Area (HSA), and the required buffer between the contiguous FSA and HSA will be provided as provided in Policies
4.8 and 4.13.
4. Development activities within the Town of Ave Maria SRA will not occur on lands that receive a Natural Resource
Index value of greater than 1.2 as required in Policy 4.9.
5. Open space provided within the Town of Ave Maria SRA will meet or exceed the 35% open space provision as
required by Policy 4.10.
6. The Town of Ave Maria SRA has direct access to Oil Well Road and Camp Keais Road as required by Policy 4.14.
7. The fiscal impact analysis performed for The Town of Ave Maria SRA indicates that the SRA will be fiscally positive
to the Collier County as required by Policy 4.18 and LDC Section 4.08.07 L.
8. Public benefit uses including a site for two public schools, a private post secondary institution and ancillary uses, a
fire station, public utilities, and acreage of community parks that exceed the required minimum acreage, will be
included within the Town of Ave Maria SRA pursuant to Policy 4.20. The private K-12 school is a public benefit use
under the ancillary uses to a private post secondary institution because it will be owned and operated by Ave Maria
University and it is a use commonly found on public or private post secondary institution campuses.
9. Consistent with the terms of the Interlocal Agreement between Collier County and Ave Maria Stewardship
Community District, all final development orders will be issued in accordance with the concurrency management
system in effect at the time of final development order approval.
Statement of Compliance
Revised 4/21/2023 The Town of Ave Maria Page 3
EXHIBIT E TO RESOLUTION
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Introduction
This Ave Maria Town Plan sets forth
the design standards for Ave Maria IMMOKALEERD(cRsas)
University and Ave Maria Town (herein
iffafter referred to as Ave Maria). The
land that constitutes Ave Maria is P (cam
O 9Q Q
specifically described in Appendix CO
A and contains approximately 6427 5928
acres and is owned by Ave Maria
OIL WELL RD
Development, LLLP, AMULT, LLC, Ave
Maria University, Inc., Thomas S.
Monaghan Living Trust. Ave Maria is Ave Maria general location map
located within the Rural Lands Stewardship Area Overlay District (RLSA) in eastern Collier County, Florida. The
RLSA establishes stewardship principles and practices that address three public interests - protecting natural
resources, ensuring agricultural viability, and promoting economic diversity while directing growth away from
environmentally sensitive areas.
Ave Maria is the first Stewardship Receiving Area designation in Collier County to utilize the sustainable principles
set forth in the RLSA. It is located on land where ecological analysis provided within the Natural Resource Index
Assessment indicates development suitability. Through the establishment of the first Stewardship Sending Areas
(SSA) and Stewardship Receiving Area (SRA), Ave Maria promotes the three cornerstones of the RLSA.
The model for Ave Maria is to both maintain the agricultural heritage and rural character of eastern Collier
County and promote the economic viability and diversification in a self sustaining community. The vision is to
bring the environmental beauty of Eastern Collier County together with the full educational experience and
atmosphere created by a university town.
The Ave Maria Town Plan defines a new development model for Collier County. The Plan is based on the
principles of sustainability. One aspect of this Plan that differentiates it from other planned communities (in
Florida and elsewhere) is the concurrent development of both a town and a major academic campus.
Introduction
Town Plan
Revised 4/21/2023 The Town of Ave Maria Page 2
f7C
Ave Maria University (AMU)will be an academic center of international scope. It will be the first major new
Catholic university to be founded in the United States in 40 years. The goal of AMU is to build a world class
learning and living environment in the heart of rural Collier County. This University will provide SW Florida with
greater academic economic opportunities, and will promote life-long education. The overall vision for AMU is
to develop a self contained full-time campus. The campus included within this SRA will cover approximately 9-56
846 acres (including lakes).
Ave Maria will acquire 28,658.4 36,098.4 Stewardship Credits from SSAs 1, 2, 3, 4, 5,a6 and 9. These SSAs
total 16,999 17,838.2 acres, and are subject to Stewardship Easements which preserve natural resources and protect
agricultural activities within these areas by removing the potential for future development. The calculated open space
is an estimate based on preliminary planning of some future "neighborhoods."This acreage and the exact number of
stewardship credits required to entitle the ultimate development will be subject to recalculation and finalization
during the five year evaluation of this SRA. Any adjustments as to required number of credits (whether additional
credits or return of credits) will be made as part of that review process.
Introduction
Town Plan
Revised 8/9/2022 The Town of Ave Maria Page 3
17C
addition, the University includes a system of pedestrian ways for the use of pedestrians, bicyclists, emergency, and
service vehicles, that will link to a community trail system connecting all major land uses.
As shown on the Ave Maria Master Plan, Figure 1, this Ave Maria SRA includes approximately 5027 5928 acres. The
Master Plan assigns approximately 41000 4930 acres of the site to the town and 1027 998 acres to public benefit uses,
including the university and its ancillary uses, public schools, public utilities, a fire station,and community parks in excess
of the requirement.Approximately 45 percent of the total town area is devoted to lakes and open space.
Ave Maria is organized into five distinct areas -the University District, the Town Core, three Town Centers,
Neighborhood General, and the Services District. The Town Core, Town Centers and Neighborhood General are
critical components common to a successful town design. These three areas are consistent with the Context Zones
defined in the LDC Section 4.08.07. The University District and Services District are "Special Districts"as described
in LDC Section 4.08.07. Distinct design principles and standards, specific to the uses within these districts, are
provided within this Town Plan. Each of the defined areas within Ave Maria is intended to support a mix of uses.
The specific mix of uses depends upon location, size, and site characteristics. In every case, the goal is to promote a
diverse and successful community that provides neighborhoods that meet many lifestyle choices.
The specific design standards applied to each of the areas included on the Master Plan are set forth in the Town
Plan chapters that follow, including: University District, Town Core, Town Centers, Neighborhood General and Services
District and Community General. Photographs included in this Town Plan are for illustrative purposes and do not
establish or regulate design, architectural or landscape standards. Architectural standards for Ave Maria will be in
accordance with LDC Section 4.08.00. Landscape design within Ave Maria will complement the architecture and
support the mixed use, pedestrian oriented environment. For these reasons, Ave Maria shall be exempt from LDC
Section 4.06.03 and 4.06.01. Landscape maintenance standards will be provided at the time of Site Development Plan
(SDP) review.
If during the course of Site Development Plan or Plat review unique features of the land or unique project
design or special circumstances associated with the land arise and preclude the applicant from meeting any of
the remaining applicable requirements of the LDC, the applicant may submit an alternative design which shall be
reviewed and approved provided the Zoning Director makes a determination that the intent of the code is being
met. Landscape design standards specific to each area within the Master Plan are provided herein.
Overview and Master Plan
Town Plan
Revised 4/21/2023 The Town of Ave Maria Page 5
17C
University District irpr
Key Features:
Fy ,'
6,000 Students r� —
Academics � ��; r"_
Sports and Recreation
C ' , L
Student Housing ►,
API
Golf Course
K-12 School
Artist rendering of AMU library.
The Ave Maria University program includes campus related academic, administration, and support facilities,
various religious facilities such as chapels and spiritual places for worship, institutional foundations, indoor
recreation and athletic complexes, areas for golf, outdoor recreation and sporting events, student housing,
dining facilities, exhibition and conference facilities,faculty/staff housing, entertainment venues, Christmas light
show, and golf course.
Ave Maria University will provide the opportunity for
intercollegiate and active athletic facilities in SW Florida.
The Town will share access to selected University related
sports facilities, sports fields, athletic training equipment,
and sports programs. In addition, specific events will be
created to attract and foster family interaction within the
broader community, such as unique exhibition hall events,
4-H Club activities, a petting zoo, and many other civic and
cultural events.
Pedestrian ways link the town and University District uses
and provide safe and comfortable access for students and
faculty, as well as access for service and emergency vehicles.
L
University District
Introduction
Town Plan
Revised 4/21/2023 The Town of Ave Maria Page 7
I7C
The design guidelines for specific types of uses within the University District are provided on the following
pages.
The University design was guided by a "planning grid system"that promotes a compact, walkable campus.
The typical grid sector dimensions are 350 Ft. by 700 Ft.. The planning grid was rotated and translated to the
Florida State Plane Coordinate System, Florida East Zone 83/90 adjustment. Survey monuments are located at
control points "A"and "B". All University building locations will be sited in specific relation to a surveyed baseline
grid. Building setbacks will be measured from the grid line with survey locations provided during the site
development plan process.Where buildings and sports fields are of a size that they occupy more than one grid
square, the internal grid lines become non-applicable and the perimeter grid lines control.The planning grid system
does not apply to the university golf course and associated benefactor housing.
Y Center Line
'I North/South Axis
N8
ba
n
N8
N4
lr N2
o a
„r Center Line
East/West Axis
• 0
LOCATION:W11.0 -8"• A LOCATION:E5,0
N 728068.5568 b a N 728300.6507
E 507990.2779 ._ E 513335.2412
Jt S2
S4
S6
W11 W1D W9 W8 W7 W6 W5 W4 W3 W2 W1 El E2 E3 E4 E5
+�� 0
350'Gnd Lines Typical ,.1'1�' 350'Grid Lines.Typical
ttr 200'J
University District
Introduction
Town Plan
Revised 4/21/2023 The Town of Ave Maria Page 9
17C y
Campus Housing
Permitted Uses: Student housing for 6,000 students, a maximum of ten 160 single family residences (for use by staff,
faculty, AMU Founders or benefactors), chapels, utility structures, central heating, cooling plants, swimming
pools, barracks camp, dining halls, bed and breakfast, fraternity and sorority housing, youth hostel, convents,
monasteries, group housing for religious order, which could include up to 35 residential units housing priests,
nuns, and other religious order personnel supporting the university, day care center, family day care home, a
maximum of twenty guest lodging units and their related
: 00s
accessory structures (for use by the university and university raw
affiliates)and other uses typically found on a university
campus. Campus housing, as defined here as permitted
uses, are exclusive of the total number of Section"A":Typical Building Section
residential units allowed in Ave Maria, with the a-e ^�
20
exception of any single family residences
associated with the golf course.
Planning Grid: Typical Grid Dimensions: 350'
x 700' Section"B":Typical Building Section"C":Typical Building
Relationship with Grid Line Relationship Inside Sector
F.A.R. (Floor/Sector Area Ratio): 2 Grid
Maximum Height: 4 Stories
Minimum Dimension Between Buildings: 30'-0"
Setbacks: 20'to Sector Grids; 0'to
700
Sedor Arc Road right-of-way
nr a„tnu„k way • Grr
Y Note: The following components are
not subject to setbacks: pergola, signage,
•
• site furnishings, utility enclosures, hard-
y
Rcfcr to
Sector C scape elements, signs, and single family
2, .30
residences associated with the golf
- — _ — _ _ - _ _ _ _ _ __ course which are subject to the setbacks for
• Refer to Medium Single-Family Detached Front-or
SectionE Y
Typical Sector Grid-Housing Clusters Side-Loaded Lots (pg 116-117).
University District
Campus Housing
Town Plan
Revised 4/21/2023 The Town of Ave Maria Page 11
17C
Private School
Front setback: 10 Ft.
Side setback: 25 Ft.
Rear setback: 25 Ft.
Height: 312 Stories
FAR: 1
Parking Requirements: 5 off-street parking spaces per 4 staff/faculty
Encroachments: Porches, stoops, chimneys, bay windows, canopies, balconies and overhangs may encroach into
the setbacks. Steps shall not be considered to be an encroachment. The minimum distance between buildings shall
be 10 Ft.Allowable encroachments are an exception to this requirement.
Landscape: Minimum of 100 Sq. Ft. of shrub plantings per 2,000 Sq. Ft. of building footprint, and one tree per
4,000 Sq. Ft. of lot area, inclusive of street trees, and a minimum caliper of 112". Minimum of turf grass for the
remainder of the property. Plantings shall be in
planting areas, raised planters, or planter boxes.
Street trees and minimum parking lot planting applies.
0111
!VOW.
coo .
*AWL
•
f.
°IL t
1111
University District
Private School
Town Plan
Revised 4/21/2023 The Town of Ave Maria Page 13
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Town Core
Key Features:
a
Ave Maria Oratory ! `'
Civic Center
Shared-use buildings
The Town Core is connected to the University by the extension of the University Green
and the Ave Maria Oratory. It is the focal part of town, establishing the "municipal" place The Town Core provides
shopping and other uses
of Ave Maria. The building placement, streetscape, hardscape, lighting, site furnishings
and landscape plantings reflect the structure and organization of a civic downtown. Broad sidewalks extend from
the face of building to the curb line, trees line the streets, benches and newspaper vending are available between
street trees. I
A mix of retail, office, civic, light industrial,
institutional and residential uses are integrated
throughout the Town Core to create a walkable
community. Buildings are encouraged to be built
to the right-of-way line to create a continuous
street facade. Blocks within the Town Core are
, 4 ••
"• e/A.
bfit
•
/�
lye 1 ,
Shared use buildings provide a mix of uses within the
Town Core
Town Core
Introduction
Town Plan
Revised 4/21/2023 The Town of Ave Maria Page 23
1 7 C
Town Center 1 '
�•� Illeatiftamiet •- • t
it
Key Features: . ,I• f�
Main StreetI l� a •. " '
e.' 4—Pflo '"' -
Shared-use buildings P
Residential
The Town Center 1 is the extension of Main Street moving east from the Town ;
Core and the Oratory Plaza. As the Town Core is the civic center of town, the
Town Center is the place where offices, retail shops and residential units mix Pedestrian Plaza
and energize the area. The focus is linear with a strong emphasis on pedestrian orientation. Main Street, a long
straight space open at both ends, is surrounded by retail store fronts.
This plan addresses the scale and massing of buildings and the character of the pedestrian experience. Buildings
are encouraged to be built to the right-of-way line to create a continuous street facade. Building density is lower
in Town Center 1 than in the Town Core, and blocks within Town Center 1 are also lined with buildings and street
trees to create street corridors. Buildings front onto
streets with off-street parking located behind the
building. I�
Most Town Center streets support two-way traffic and
on street parking on both sides of the street. Sidewalks !Ungar I
are wide to encourage pedestrian movement and are
separated from the street by a planting zone. Building
AlAlik . r
il
t
AIM as
Common Main Street Design
Town Center 1
Introduction
Town Plan
Revised 4/21/2023 The Town of Ave Maria Page 54
I 7 C
Town Center 2 and 3
Key Features: 'y O 0 0 d i'r "sum'
' I .11- 1
. . • A
Mixed Use
Shopping L '�- ^,j.:,� _i,,.K ji.4-' ,
Employment -. - -e fi r- :a
r.
a
Wellness - al
Residential
•
Town Centers 2 and 3 will provide a diversity of opportunities for a variety of businesses. Retail, service,
residential and employment opportunities will be abundant. In Town Centers 2 and 3 businesses will feel they are
part of a real and growing town -one that combines all the benefits of a quiet, close-knit neighborhood with
the enriching environment of a major university.
A wide variety of shopping needs will be met through local, national and regionally recognized stores. In
short, Town Centers 2 and 3 will provide residents opportunities to find everything they need in close proximity
to their homes.
Streets and drives in Town Centers 2 and 3 will maintain _
the pedestrian quality found throughout Ave Maria. Tree
lined sidewalks will provide a buffer and shade to those
r..
cent N1
walking within the Town Centers. a
The photographs, graphics, and diagrams are schematic
and do not represent any actual pictures, designs, product
• • # 4 I O • I. • Cent tr N]•
{h '
,° : ice ^ • 1 w
ri•,..... .
i
��46, Tee..
—_ . • Gmer Ntb Ioxn
Pedestrian shading from buildings and canopy
Town Center 2 & 3
Introduction
Town Plan
Revised 4/21/2023 The Town of Ave Maria Page 76
I 7 C
Neighborhood General " , , ;
- : ..,
-
Key Features:
Mixed Use 61E-4 ,,,,:iv
Shopping r - ,I •:--t,,,a 1• 1t
Employment
Wellness y:f..,N _
Residential ...
Neighborhood Park
A broad mix of residential lot sizes and housing types anchor the Neighborhood General. Each neighborhood
is characterized by a distinctive and consistent architectural design, and a community focus element.
Neighborhood centers, parks and plazas are places where people will meet in formal or informal situations. The
location of such facilities where people can cross paths is a key to a sense of neighborliness. Each neighborhood
may contain an appropriately scaled center of neighborhood related goods and services including small
workplaces, civic/institutional, and neighborhood retail and office buildings. ewe
lz diii .
Neighborhoods are planned in close proximity to town
centers, schools and community parks to encourage T• /ljiV;,
".`
pedestrian activity. The neighborhood streetscapes
are designed to support a walkable environment, with Cj'" 1
sidewalks separated from the street by a planting /.1 is1 ! at agi
li
zone. There is a hierarchy in the Town with regard to ' ' )/(J la
iAN
commercial uses, from Town Core to the Town Centers
'ml► ♦ �r1' ' 4
4 III I
to the Neighborhood Centers to Local Neighborhood J/ "� ►
le....5:4147 i
Goods and Services. 6
Neighborhood Centers may be relatively large and are � '
i ,Val 4 ;.
centrally located within neighborhoods to encourage ,i�• -
interaction. These will house facilities such as fitness ) ;�.11�
and recreation centers, clubhouses, limited retail, office A 'f�
Neighborhood General
Introduction
Town Plan
Revised 4/21/2023 The Town of Ave Maria Page 97
I 7 C
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1 7 C
Public Schools
Min. Front Setback:
• 0 Ft. for principal structures
• 10 Ft. for athletic fields and courts
• 20 Ft. for sports field light poles, scoreboards, grandstands and bleachers
Min. Rear Setback: 20 Ft. for primary structures and 5 Ft. for accessory structures.
Max. Building Height: 31/2 Stories
Max. Accessory Architectural Features: 55 Ft. above ground level
Parking:
• Minimum 5 spaces per 4 staff/faculty
• Parking may be provided on-street or off-street
• No additional parking spaces are required for individual uses not specifically defined above.
Loading and Refuse:
• Loading docks, solid waste facilities, recycling j
facilities and other service elements shall be places
to the rear or side yard of the building in visually
unobtrusive locations with minimum impacts on view.
• Refuse containers and facilities shall be hidden by an
opaque wall or fencing of sufficient height to screen the
bin and any appurtenances, but no less than 5 Ft. in
height, chain link fencing is not acceptable. Walls shall
be constructed of a material compatible with the
principal structure it is serving. Enclosures shall include
opaque gates. Trash containers serving non-residential
uses shall not be located abutting residential property.
• Service area recesses in the building and/or
1
Neighborhood General
Public Schools
Town Plan
Revised 4/21/2023 The Town of Ave Maria Page 124
lie
Neighborhood Centers
Neighborhood Centers provide a central location for neighborhood facilities such as a clubhouse, fitness and
recreation uses, and limited retail, restaurants, office and institutional uses. Neighborhood Centers have specific
non-residential permitted uses that have been identified in Appendix C. The general locations of proposed large
scale Neighborhood Centers within the Town of Ave Maria are illustrated in the graphic below. The locations
of these proposed centers can be adjusted during the Site Development Planning process, provided all criteria
applicable to Neighborhood Centers are met. Neighborhood Centers shall meet the following locational/maximum
square footage criteria:
1. Centrally located within a neighborhood
2. 1/4 mile separation from another Neighborhood Center
3. Maximum square footage per retail or office use is 5,000, and a total maximum of 25,000 Sq. Ft. of retail and
office. Total Neighborhood Center square footage allowed is 75,000 per location.
Min. Front Setback: 0 Ft.
Min. Side Setback: 10 Ft.
Min. Rear Setback: 20 Ft. for primary structures
and 0 Ft. for accessory structures
Max. Building Height: 3 '/2 Stories
3
Max. Accessory Height Architectural Features:
60 Ft. above ground level
Parking:
• There shall be one on-street or off-street
parking space for each 400 Sq. Ft. of floor
area. On-street parking must be provided
along the lot street frontage.
Neighborhood Centers Loading and Refuse:
• Loading docks, solid waste facilities, recycling
facilities and other service elements shall be
Neighborhood General
Neighborhood Centers
Town Plan
Revised 4/21/2023 The Town of Ave Maria Page 126
1 / C
Neighborhood Goods and Service Uses
Neighborhood goods and services are intended to enhance the pedestrian atmosphere of Ave Maria by locating small
commercial and office uses within neighborhoods in close proximity to the residents. Uses allowed in these locations
are defined in Appendix C. Potential neighborhood goods and services, as illustrated below, must meet the following
locational/maximum square footage criteria:
1. Located at an intersection corner. Mid-block locations are not allowed.
2. Alley loaded site is required for restaurants, grocery stores and convenience stores.
3. 1,000 Ft. general separation between locations as measured along street frontage at R/W line.
4. Maximum square footage per retail or office use is 3,000. Total neighborhood goods and services square
footage allowed is 15,000 per location. Civic and Institutional uses are not subject to maximum 3,000 Sq. Ft.
per use but are subject to the maximum 15,000 Sq. Ft. per location.
Min. Lot Area: No less than the min. lot area of the smallest adjacent lots
Min. lot width at front setback: No less than J / , i\
the smallest of the adjacent lots r • -�
41111\Min. Lot Depth: 100 Ft. �� • ter
lifliniii,61/0/ •
Min. Front Yard Setback: Equal to the
smallest of the Front Yard Setbacks of the
adjacent lots
Min. Side Setback: 10 Ft. min. • •
•'1_77 3
110114NO".°
Min. Corner Side Yard Setback: Equal to the
contiguous side or front setback of the •
adjacent corner lot •
Min. Rear Yard Setback: 20 Ft. for primary • 111)
structures or 5 Ft. for garages (attached or •
detached)/accessory structures. rr •
dip 1111
Maximum Height: 3'/2 Stories .
Parking: There shall be one on-street or off- • Potential Goods& •
Services Location:
Alik
1111
street parking space (inclusive •
i ■ 1111111100
Neighborhood General
Neighborhood Goods and Services Uses
Town Plan
Revised 4/21/2023 The Town of Ave Maria Page 132
17C
Services District
Key Features:
Utility Services
The Services District is a special district within Ave Maria. This District is located away from the central
community in order to maintain the necessary security and compatibility for the types of uses permitted within the
District. Particular attention has been given to the security measures necessary to protect the utility uses within the
Services District.
This section of the Town Plan addresses design standards related to the Services District, stormwater
management lakes, streets, open space and parks.
Land Uses
Uses in this district will provide for the essential services and other community uses for Ave Maria. The detailed list
of uses is included on the Ave Maria Permitted Use Matrix, Appendix C.
Lot Sizes
Minimum lot width: None
Minimum lot area: None
Lighting: Lighting shall be limited to the amount
and intensity necessary for safety and security of
the District uses. All exterior lighting within 50
Ft. of the District perimeter shall be full cut-off
fixtures with the light source fully shielded.
Parking: Minimum of one space per 500 Sq. Ft.
of administrative office and minimum of one
space per employee of largest work shift.
Setbacks
Minimum setback from District perimeter: 25
Ft. for primary structure, 10 Ft. for accessory
structures. Minimum distance between buildings:
Per all applicable fire codes.
Services District
Key Features
Town Plan
Revised 4/21/2023 The Town of Ave Maria Page 140
? c
Resource Parks •
Resource Parks are spaces that are designed to enhance `�'�`.+ ..�* •; 1. N" '
•
wetland edges and upland habitats. Resource Parks add • -
value for the community as public green space. They • 1' 1.4 ' `•
are intended to be enjoyed through observation and ,t01
T ,��� , :: • ,' Amnia M.
interaction with nature, leading to increased awareness
through interpretive educational signage. Amenities include •
boardwalks, site furnishings and signage. Community park with playground shaded by a canopy of trees
Community Parks
Active Community Parks are designed to accommodate a range of programmed outdoor activities. A designated
space for athletic fields/courts, suitable for team sports leagues. Facilities may include field boundary markings and
fencing, tennis courts, swimming pools and water activities, playgrounds, softball backstops, concession stands,
indoor recreation and meeting space and offices,
equipment storage facilities, and lighting.
Design Standards For All Parks:
Parks shall be designed to meet the following
a
standards.
Min. Front Setback:
• 0 Ft.for principal structures
• 10 Ft. for accessory structures
• 5 Ft.for all incidental structures
•20 Ft. for sports field light poles
• Refer to Community General Accessory/Incidental
Structures section for additional standards.
Min. Rear Setback: 20 Ft. for primary structures
and 5 Ft. for accessory structures.
Community General
Parks—General Design Standards
Town Plan
Revised 4/21/2023 The Town of Ave Maria Page 170
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EXHIBIT F TO RESOLUTION
TOWN OF TOWN OF AVE MARIA
SRA AMENDMENT
NATURAL RESOURCE INDEX ASSESSMENT
April 2022
Revised August 2022
Prepared For:
Barron Collier Partnership, LLLP
AMULT, LLC
Ave Maria Stewardship Community District
CC Ave Maria Estates, LLC
Prepared By:
Peninsula Engineering, Inc.
2600 Golden Gate Parkway
Naples, Florida 34105
(239) 403-6700
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TABLE OF CONTENTS
Page
1.0 Introduction 1
2.0 NRI Assessment Methodology& Datasets 2
2.1 Stewardship Overlay Designation 3
2.2 Proximity 4
2.3 Listed Species Habitat 4
2.4 Soils/Surface Water 5
2.5 Restoration Potential 5
2.6 Land Use/Land Cover 5
3.0 NRI Assessment 5
3.1 Stewardship Overlay Designation 5
3.2 Proximity 6
3.3 Listed Species Habitat 6
3.4 Soils/Surface Water 6
3.5 Restoration Potential 6
3.6 Land Use/Land Cover 7
3.7 Final Assessment Result 7
4.0 NRI Results Summary 7
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LIST OF TABLES
Page
Table 1. Spatial Datasets Used in the Town of Town of Ave Maria SRA
Amendment NRI Assessment 3
ii
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LIST OF EXHIBITS
Page
Exhibit 1. Project Location Map 8
Exhibit 2. 2021 and 2004 Aerials with Boundary 10
Exhibit 3. Aerial with Stewardship Overlay 17
Exhibit 4. Aerial with FLUCCS Map 21
Exhibit 5. Documented Listed Species Locations (2022 Surveys) .25
Exhibit 6. Soils Map 29
Exhibit 7. Stewardship Overlay Designation 33
Exhibit 8. Proximity Index 40
Exhibit 9. Listed Species Habitat Index 47
Exhibit 10. Soils/Surface Water Index 54
Exhibit 11. Land Use/Land Cover Index 61
Exhibit 12. Final NRI Assessment 68
Exhibit 13. SRA Natural Resource Index Values 75
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1.0 INTRODUCTION
This Natural Resource Index (NRI) Assessment Report (Assessment) documents the environmental
conditions and NRI scores within the Town of Ave Maria SRA Amendment (Project) and
demonstrates that Town of Ave Maria SRA Amendment 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 Barron Collier
Partnership, LLLP; AMULT, LLC; Ave Maria Stewardship Community District; and CC Ave
Maria Estates, LLC. This Assessment is consistent with the requirements of the RLSA Zoning
Overlay District, Collier County LDC, Section 4.08.00.
This NRI Assessment includes the following:
• Identification of the acreage of agriculture and non-agriculture lands, by type, included
within the SRA.
• A summary of the refined and updated data incorporated into the Town of Ave Maria SRA
Amendment NRI model.
• A summary analysis and verification of the NRI scores.
• Identification of the acreage of lands, by type, within the SRA that have an NRI value
greater than 1.2.
• An analysis of how the Town of Ave Maria SRA Amendment NRI scores compare to
those in the original Baseline model.
• Demonstrates compliance with the Suitability Criteria contained in Section 4.08.07.A.1.
This SRA Designation Application involves the expansion of the Ave Maria SRA to include
three adjoining parcels encompassing 325.7 acres to the northwest of Ave Maria, 105.9 acres to
the northeast of Ave Maria, and 520.2 acres to the southeast of Ave Maria. The additions are
located in Sections 28, 30, 31, and 33, Township 47 South, Range 29 East, and Section 16,
Township 48 South, Range 29 East, Collier County (Exhibit 1). The location and extent of the
Town of Ave Maria SRA, plus the three expansion areas is indicated on Exhibit 2. With the
exception of three ditch crossings that are designated as Water Retention Area (WRA), the SRA
expansion areas are located within lands designated as "Open" on the adopted RLSA
Stewardship Map and do not encroach into any Flow-Way Stewardship Area (FSA) or Habitat
Stewardship Area(HSA) lands, as illustrated in Exhibit 3. The lands encompassed by the Town
of Ave Maria SRA Amendment are not within the Area of Critical State Concern(ACSC).
The subject properties are currently dedicated to active agricultural activities (i.e., row crops and
supporting infrastructure, sod production, and improved pasture). The sod farm parcel includes
portions of five isolated forested cypress areas. The acreages of these agriculture land uses on
the Project site are depicted in Exhibit 4.
Listed species data from Florida Fish and Wildlife Conservation Commission indicates no
occurrences of Florida panther(Puma concolor coryi) telemetry points within the SRA
Amendment boundaries.
1
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2.0 NRI ASSESSMENT METHODOLOGY &DATA SETS
The NRI Assessment is a Geographic Information Systems (GIS) analysis where resource values
are calculated for every acre in the study area using a raster model. The raster model uses one-
acre grid cells that receive a score value based on each of the six NRI Factors as defined in
section 4.08.01 of the LDC. Baseline NRI values were assigned during the original Collier
County RLSA Assessment Study to establish the Baseline conditions.
This NRI Assessment includes documentation that refines the NRI Factors from the original
study using updated data. Of the six NRI Factors on the Stewardship Credit Worksheet, two
factors (i.e., Land Use-Land Cover and Listed Species Habitat) are the most prone to change
over time and require mapping refinement. In preparing the assessment, Peninsula Engineering
(PE) obtained updated data sets, where available, to be included in the model. Table 1 depicts
the data sets used for each of the NRI Factors and indicates where data has been updated from
the Baseline model.
2
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I
Table 1. Spatial Data Sets Used in the Town of Ave Maria SRA Amendment NRI Assessment
Model
Natural Resource Model Input GIS Data Set Source Date'
Index Factors
Stewardship Collier County Collier County
Overlay Stewardship Stewardship Areas Collier County 2021
Designation Areas
Collier County Collier County
Stewardship Stewardship Areas Collier County 2021
Areas
Proximity
Conservation Collier Collier County 2021
Preserve Land Florida Managed
Areas FNAI 2021
Florida Panther FWC 2021
Telemetry
Wading Bird
Documented FWC 2019
Rookeries
Listed Species Listed Species Listed Species &
Habitat Species-Specific PE 2022
Survey Results
Habitat Type FLUCCS PE 2022
Soils/Surface Water Soils Soil Survey of Collier USDA-NRCS 2022*
County
Restoration N/A N/A N/A N/A
Potential
Land Use/Land Land Cover FLUCCS PE 2022
Cover
FLUCCS—Florida Land Use,Cover and Forms Classification System
FNAI—Florida Natural Areas Inventory
FWC—Florida Fish and Wildlife Conservation Commission
USDA-NRCS—United States Department of Agriculture Natural Resources Conservation Service
'Years in bold indicate updated data set
*Data from Baseline assessment. Provided by Collier County.
2.1 . Stewardship Overlay Designation
As part of the establishment of the RLSA, the stewardship overlay was established to
designate land within the RLSA as FSA, HSA, WRA, or Open. Exhibit 3 illustrates the
FSA/HSA/WRA boundaries that were established during development of the RLSA
program. The WRA, HSA, and FSA areas, obtained from the Collier County GIS data,
were used as the basis to establish the boundary of the proposed SRA amendment, so
with the exception of three crossings of linear WRA ditches, the FSA, HSA, and WRA-
designated areas do not extend into the SRA amendment where they shared a common
boundary. 3
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2.2 Proximity
The Proximity Index Factor also utilizes the Collier County Stewardship Areas. The
same dataset used for the Stewardship Overlay Designation Index Factor was used for
the Proximity Index. In addition, the Conservation Collier and Florida Managed Areas
datasets were used to determine the proximity of private or public preserve land.
2.3 Listed Species Habitat
The Listed Species Habitat Index values are based on the intersection of documented
listed species observations and land cover that is identified as preferred or tolerated by
that species.
The Baseline model used Land Use-Land Cover (LULC) mapping from the Stage 1
Report, as illustrated and provided in:
https://stantec.maps.arcgis.convapps/webappvicwer/index.html?id=c 1 f81 a5455eb4dc59f
facdfd4l bc0f4b. It appeared that LULC mapping in the Stage 1 Report did not use the
1995 SFWMD FLUCCS mapping, verbatim, and amended it to more closely reflect
conditions that were current at that time. As such, to recreate the Baseline Listed
Species Habitat scoring for the Town of Ave Maria SRA Amendment NRI Report, the
Stage 1 Report FLUCCS map was digitized and scored per the model.
While this Baseline mapping was generally accurate, ground-truthing by PE in 2022
refined the information to reflect present-day project-scale mapping to support this
application. In short, the extent and type of agricultural operation that existed in 2002
remained consistent over time. However, there are differences between Baseline
FLUCCS mapping and current conditions that are largely notable around the project
periphery and attributable to the difference in scale between region-wide and project-
specific FLUCCS mapping. Exhibits 2A, 2B, and 2C illustrate the land use in 2021 and
the land use in 2004 (shortly following Baseline land use modeling) reflecting land use
consistency over time.
The Documented Listed Species datasets were updated to include current listed species
occurrence data, and current Florida panther telemetry as obtained from the Florida Fish
and Wildlife Conservation Commission. The panther telemetry data obtained from FWC
appeared to reflect data points that were shifted approximately 675' north and 150' east
of the same data points from the Baseline modeling illustrated in the Stage 1 Report. As
a result of this data point shift to the north and east, re-creation of the Baseline scoring
included in the Town of Ave Maria SRA Amendment NRI Report generated a different
Baseline scoring matrix than was contained in the Stage 1 Report. To objectively apply
the model to the data, as a comparison between Baseline and current conditions, the
panther telemetry data base obtained from FWC in 2022 was used to generate both the
Baseline (1981-2002) and current condition (1981-2021) scores for the Listed Species
Habitat index illustrated in the Town of Ave Maria SRA Amendment NRI report.
In addition to panther telemetry, the results of listed species surveys conducted by PE in
2022 were incorporated to the assessment. A map of the updated listed species
occurrences, listed species records, and Florida panther telemetry points, is provided as
Exhibit 5. 4
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2.4 Soils/Surface Water
The U.S. Department of Agriculture Natural Resources Conservation Services (USDA-
NRCS)published a hard copy soils map in 1998 for Collier County entitled Soil Survey
of Collier County Area, Florida. The hard copy map was updated to digital form and is
now available at hops:/.websoilsurvey.sc.egov.usda.gov/App/WebSoilSurvey.aspx. The
RLSA Program was being developed at the time when the soils map was being
transcribed from hard copy form to digital form. The soils map that served as the basis of
the Baseline model was a map that very closely reflected the hard copy map, but it had
slight differences that could affect NRI scoring. Since the soils underlying the NRCS
mapping have not physically changed within the limits of the Town of Ave Maria SRA
Amendment between the initiation of the RLSA Program and present day, the soils map
used in the Baseline model was also used in the current condition model. The soils map
is provided in Exhibit 6.
2.5 Restoration Potential
Restoration Potential is one of the six NRI factors in an NRI Assessment. However, this
index factor is assigned only during an SSA designation process if appropriate and was
not assessed in the Baseline model. As this application and NRI Assessment is for an
SRA, this NRI Factor was not incorporated into the Town of Ave Maria SRA
Amendment NRI Assessment.
2.6 Land Use/Land Cover
As mentioned in Section 2.3, the updated FLUCCS mapping conducted by PE was utilized
for the Land Cover and Listed Species Habitat data sets in this Town of Ave Maria SRA
Amendment NRI Assessment.
3.0 NRI ASSESSMENT
The following section summarizes the results of the Town of Ave Maria SRA Amendment
NRI Assessment and analyzes how the results of this assessment compare to that of the
Baseline assessment results from the Collier County RLSA Assessment Study. It is worth
noting that while the Town of Ave Maria SRA Amendment NRI Assessment was conducted
for the proposed SRA boundary, the Baseline assessment was conducted for the entire RLSA
area. Due to the way the six factors are applied and scored, and since the on-site and off-site
environmental and land use parameters between Baseline conditions and present day have not
meaningfully changed, there are few realized changes in scoring.
3.1 Stewardship Overlay Designation
In the assessment for the Town of Ave Maria SRA Amendment, there are no lands
designated as FSA, HSA, or ACSC within the Project. There are, however, three
proposed roadway entrances to the SRA addition lands that cross ditched or piped
portions of existing WRAs. By design, several WRA basins, designated during
development of the RLSA program, required linear ditched/piped conveyance between
the WRA's and where the WRA's discharge to larger natural slough systems in the
5
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region. It is these ditched conveyances that are proposed to be crossed in order to provide
access to the additions to the SRA.
Although the ditched/piped portions of the WRAs fell within the project limits, because
the WRA extents at those locations were thin and linear, the grid cell centroids physically
fell outside the limits of the WRA and the crossings of the WRA's received a score of 0 -
as did the remainder of the SRA addition lands for this NRI Factor(Exhibits 7A). This
matches the scoring for this area in the Baseline assessment(Exhibits 7B).
3.2 Proximity
For the Proximity Index, the Town of Ave Maria SRA Amendment boundary is within
300 feet of four HSA's and one FSA along the western boundary of Area A. Grid cells
that were within the 300-foot distance from the HSA and FSA scored 0.3; the remainder
of the Town of Ave Maria SRA Amendment scored 0 (Exhibits 8A). These scores are
supported by the Baseline assessment (Exhibits 8B) since the SSA boundary had not
changed in the interim.
3.3 Listed Species Habitat
During the 2022 listed species surveys, a small number of alligators and listed wading
birds were observed foraging within on-site agricultural ditches, no panther telemetry
was located within the Project boundary, and no other listed species were confirmed
using the three addition lands. The agricultural fields and ditches are not considered
preferred and tolerated for the panther, alligator, or the observed wading birds. As such,
the Listed Species Habitat Index for Town of Ave Maria SRA Amendment scored 0
(Exhibits 9A). In the Baseline assessment, neither the panther, nor"other listed species",
were documented within preferred and tolerated habitat within the SRA boundary
(Exhibits 9B).
3.4 Soils/Surface Water
For the Soils/Surface Water Index Factor, the Town of Ave Maria SRA Amendment
assessment received scores ranging from 0, for non-hydric soils, to 0.3 for Flats
(Transitional) soils (Exhibits 10A). This scoring is consistent with the Baseline
assessment(Exhibits 10B) since baseline soil conditions have not physically changed
during the interim.
3.5 Restoration Potential
This index factor is assigned only during SSA designation, if appropriate, and was not
assessed in the Baseline model. As this application and NRI Assessment are for an SRA,
this NRI Factor was not incorporated into the Town of Ave Maria SRA Amendment NRI
Assessment.
6
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3.6 Land Use/Land Cover
In the Land Use/Land Cover Index Factor, the Town of Ave Maria SRA Amendment
assessment received scores between 0 and 0.4, with a vast majority of the Project scoring
0.2 (as Group 3 agricultural and surface water land uses). The 0.4 scoring Group 1
FLUCCS codes were associated with cypress domes located within, and along the
perimeter of, the Town of Ave Maria SRA Amendment Area C (Exhibit 11A-3). The
Baseline assessment closely reflects current assessment scoring (Exhibits 11B).
Differences between the two assessments are due to the use of field verified and refined
FLUCCS mapping conducted by PE in 2022.
3.7 Final Assessment
The final model result is calculated by summing the raster cells for each of the NRI
Factors. The Town of Ave Maria SRA Amendment assessment demonstrates that no
land within the SRA boundary carries an NRI value exceeding 1.2. NRI scores range
from 0.0 to 0.8 (Exhibits 12.A) with over 90% of the area scoring at or below 0.5
(Exhibit 13). The Baseline model grid cells are in agreement with the Town of Ave
Maria SRA Amendment assessment (Exhibits 12B). The Baseline and current NRI
scoring did not meaningfully differ because the land uses have not change since Baseline
conditions and because additional species occurrence records were not documented
outside the preferred or tolerated species habitat that was mapped in the Baseline model.
Areas where scoring in the Town of Ave Maria SRA Amendment assessment differed
from the original 2002 Baseline assessment were relatively minor and primarily resulted
from refined FLUCCS mapping.
The Town of Ave Maria SRA Amendment NRI Assessment scores are presented
graphically in Exhibits 12A and in tabular format in Exhibit 13.
4.0 NRI RESULTS SUMMARY
The NRI Assessment for the proposed Town of Ave Maria SRA Amendment has been prepared
with updated and refined datasets, where available and appropriate, to reflect current site
conditions. Comparison of the current assessment with the Baseline assessment indicates that
the refined and updated data sets have not resulted in a meaningful change to overall assessment
scoring. The small number of changes are primarily around the Project perimeter where project-
specific land use mapping removed errant non-agricultural land uses from the agricultural project
limits.
This NRI Assessment for the Town of Ave Maria SRA Amendment indicates that there are no
current NRI scores within the Project exceeding a score of 1.2. Additionally, the Amendment
parcels are of sufficient size to accommodate the planned development; two have direct access to
an arterial road and the third has access through the Town of Ave Maria SRA; Area A is
contiguous with,provides sufficient buffering to, and does not encroach into an HSA or FSA
(Areas B and C are not continuous with HSA's or FSA's); and the Project provides greater that
the minimum open space in accordance with the Suitability Criteria contained in Section 4.08.07
A.1. of the LDC.
7
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EXHIBIT 1
PROJECT LOCATION MAP
8
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PRO:EC' —.= OWNER/CLIENT:CONSIHTANT: SEC 1-0.,-18.21-12TWPAT IS ROE 2G
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n.. <. Pmpn Nume«. P-AMD-001-029
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EXHIBIT 2A & B & C
2021 and 2004 AERIALS WITH BOUNDARY
10
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17•
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-- _ SRA BOUNDARY
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AMENDMENT AREA(A)-
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AERIAL PHOTOGRAPHY COPYRIGHT OF
COLLIER COUNTY PRDPERTY APPRAISER 2021
OWHER.CLIENT,CONSULTANT: SEC.♦A.•19.3I43IWP.41.4.ROE' 22
PENINSULA_ NBBRUCELAY„AN
ENGINEERIN `. TOWN OF AVE .' ULLN9
2021 AERIAL AREA �"a12a2'
MARIA SRA r
eel,Scale
PLASM, cy (A) we Number P-AHD-001-029
CrANIA "" AMENDMENT mw• P-AMD-001-X05-501AP
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12
P:\Active_Projects\P-AMD-001\029_SRA_Expansion\Reports\NRI Assessment
Page 16 of 80
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13
P:\Active_Projects\P-AMD-001\029_SRA_Expansion\Reports\NRI Assessment
Page 17 of 80
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S ,, MARIA SRA (B) Draw,Sable N'A°` AMENDMENT `"114rnber PA40-001-x05602`P
X-602
�..c.e..,.a..a_:..,-�.. Shen Nume.. 19 a 20
14
P:\Active_Projects\P-AMD-001\029_SRA_Expansion\Reports\NRI Assessment
Page 18 of 80
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E PENINSULA r Dos,.0, BRUCE LAYMAN
i ENGINEERIN 49 TOWN OF AVE
2004 AERIAL AREA Drawn by
OA,. NATHAN,IULLINS
A.PIL 2022
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P\Active_Projects\P-AMD-001\029_SRA_Expansion\Reports\NRI Assessment
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COLLIER COUNTY PROPERTY APPRAISER 2021
OWNERCLIENT CONSULTANT. SEC/-0.1-IE.21-MIVIP:42<S ROE. 20
PENINSULAi� TOWN OF AVE
,,y NATHAN U«19
ENGINEERING 2021 AERIAL AREA �I• NA
H APRIL2022
ZT " ;. MARIA SRA Draw,Seel* OO1-02
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AMENDMENT P^•Number P-AMD 001-X05-603AP
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16
P:\Active_Projects\P-AMD-001\029_SRA_Expansion\Reports\NRI Assessment
Page 20 of 80
ie
EXHIBIT 3
AERIAL WITH STEWARDSHIP OVERLAY
17
P:\Active_Projects\P-AMD-001\029_SRA_Expansion\Reports\NRI Assessment
Page 21 of 80
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LEGEND
WATER RETENTION AREA(WRA)LIMITS
- HABITAT STEWARDSHIP AREA(RSA)LIMITS
- ROW WAY STEWARDSHIP AREA(FSA)OMITS
——— 300'OFFSET OF HSA AND FSA LAND
AERIAL PHOTOGRAPHY COPYRIGHT OF
COLLIER COUNTY PROPERTY APPRAISER 202,
PRO.ECT TILE. OWNERICLN:NrcONsULTANT: SEC 4-0..-1a 31.33TY1 P:4I.FS ROE 20
PENINSULA44 GeP2rm.°Y RLCELAYMAN
ENGINF[RINDour TOWN OF AVE AERIAL WITH D.AAv° NAT-IAN MULLINS
MARIA SRA STEWARDSHIP .-0012422
r'�4V1,.0 wing Scale ..,wo.
R,. Y°`""11`": AMENDMENT (A) w°'cm�°„' P-AMD-0Ot-029
OVERLAY AREAP-AMD-001-X05-101ST
X-101
sheet N,,.°.. 03 n1 14
18
P:\Active_Projects\P-AMD-001\029_SRA_Expansion\Reports\NRI Assessment
Page 22 of 80
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HABITAT STEWARDSHIP AREA(HSA)LIMITS
F FLOW WAY STEWARDSHIP AREA(FSA)LIMITS
——— 300'OFFSET OF HSA AND FSA LAND
AERIAL PHOTOGRAPHY COPYRIGHT OF
• COLLIER COUNTY PROPERTY APPRAISER 2021
PRO.EC' 'L_ OWNERCLIENTCONSLILTANT: SEC A-0.•.11.31.33WP:AI.AI ROE 20
PEN INS U L A 1 Dos,.by BRUCE LAYMAN
`ENGINEERIN " TOWN OF AVE AERIAL WITH Drawn by NATNAN MULLINS
Data: APRIL 2022
MARIA SRA STEWARDSHIP OreWingSeaNINoM 300'
OVERLAY AREA B Num.,: PAMo--102ST
031-029
AMENDMENT O F R ..•P-AMD-001-X05-102ST
Rom.L.,,.ww.wet-wP..:a:5 sn.«Numb.I OS M 14
19
P:\Active_Projects\P-AMD-001\029_SRA_Expansion\Reports\NRI Assessment
Page 23 of 80
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LEGEND
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HABITAT STEWARDSHIP AREA(RSA)LIMITS
FLOW WAY STEWARDSHIP AREA(FSA)LIMITS
——— 300'OFFSET OF HSA AND FSA LAND
AERIAL PHOTOGRAPHY COPYRIGHT OF
COLLIER COUNTY PROPERTY APPRAISER SU,
-TOWN
TITLE: OWNER.CLIENT-CONSLLTAMT: SEC IA.I.Il.JI-STrVP:1T.I!ROE IS
PEN I NSU L AERIAL WITH D.upma U{ ERUCE LAYMAN
ENGINERIN TOWN OF AVE - NAT NMULLINS
STEWARDSHIP HAAPRIL 2022
MARIA SRA Crime,3<.. 30IO2
T ..' `�� �: OVERLAY AREA Pmmm Number P-AMD-001.029
- �~ °; <`"""'"�` AMENDMENT (c) Fre Number P-AMD-001-X05-103ST
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20
P:\Active_Projects\P-AMD-001\029_SRA_Expansion\Reports\NRI Assessment
Page 24 of 80
t7C
EXHIBIT 4
AERIAL WITH FLUCCS MAP
21
P:\Active_Projects\P-AMD-001\029_SRA_Expansion\Reports\NRI Assessment
Page 25 of 80
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AVE MARIA SRA
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= LEGEND
TOWN OF AVE MARIA SRA(EXISTING) FCODES DESCRIPTION AREA
SRA AMENDMENT BOUNDARY 211 IMPROVED PASTURE 76.0
214 ROW CROPS 249.7
FLUCCS LIMITS ` 325.7
AERIAL PHOTOGRAPHY COPYRIGHT OF
COLDER COUNTY PROPERTY APPRAISER 2031
•
PRO-EC,- ._ OWNERtLIENTCONSUITANT: SEC IA. 1B.SL-S4YV P:♦>.18 RGE 32
PENINSUL.A�! O..Sn.ab5 BRUCE LAYMAN
TOWNOF AVE » b, NATHANMULLING
ENGINEERIN AERIAL WITH Date. APRIL 2033
10001
.TIRAN _ MARIA SRA FLUCCS AREA(A) G,.., Ga.» 1029
w�c:'c'-, AMENDMENT Project P-AMG-00 0029
,n:a[vca++.�.[ File Numwr: P-AMD-00,-XOS20,FL
r �e X 201
,Im,<, .....-.-L sn.«Nunnu 06 m 14
22
P:\Active_Projects\P-AMD-001\029_SRA_Expansion\Reports\NRI Assessment
Page 26 of 80
17C
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SRA BOUNDARY
AMENDMENT AREA(B)� --
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DESCRIPTION
0 250' 509 1000' 2c.w 3009 CODE (AC)
I1 I 221 CITRUS GROVES 83.0
LEGEND 224 ABANDONED CITRUS GROVES 15.5
422 BRAZILIAN PEPPER 3.4
AANA Amin( TOWN OF AVE MARIA SRA(EXISTING) 513 DITCHES 0.3
620 LAKES 04
SRA AMENDMENT BOUNDARY 618E2 WILLOW AND ELDERBERRY;EXOTICS 25%49% 0.6
FLUCCS LIMITS 619 EXOTIC WETLAND HARDWOODS 1.8
740 DISTURBED LAND 0.6
814 ROADS AND HIGHWAYS 04
AERIAL PHOTOGRAPHY CORRRIGHT OF 1059
COLLIER COUNTY PROPERTY APPRAISER:C_I
4PRO.ECT T'CONSUCTANT: SEC 1-0.'•10 31-19,P.,10 ROE 20
PENINSUL=1111A GY."ER"'E" N.M.E¢ BRLCE LAYMAN
TOWN OF AVE NATNANM ELN05
ENGINEERIN AERIAL WITH ^°R =022
.:n,3 MARIA SRA FLUCCS AREA(B) Drawing3m. DO 1029
��"" AMENDMENT °P`" P-AMD-001-029
N..Cooen Caw Park4. Eve Num°.: P-AMD-001-X05-202FL
R,n.c........,..,„..,,,o..•.-. Sn.H Nan-be: 07 or 14
23
P:\Active_Projects\P-AMD-001\029_SRA_Expansion\Reports\NRI Assessment
Page 27 of 80
17C
Extsririg/ AVE s::'''''R'66- 4 / 27/ .
Ar r,,
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(TYP) 242
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f_
LEGEND FLUCCS DESCRIPTION AREA
CODE (AC)
—— TOWN OF AVE MARIA SRA(EXISTING) 242 SOD FARMS 511.3
SRA AMENDMENT BOUNDARY 621E1 CYPRESS.EXOTICS 10%-24% 3.7
621E2 CYPRESS.EXOTICS25%-49% 4.4
FLUCCS LIMITS 621E3 CYPRESS.EXOTICS 50%-74% 0.6
520.2--R PHOTOGRAPH,'
. _ COUNTY PROPERTY APPRAISER£CCi
Q PROJECT TTL_ OWHER'CLIENT CONSULTANT: SEC 4-0 0 Sf.SCiWP:Ai.e0 ROE 29
!PENINSULA iP Des °y' SRUCE fA.,,AN
.� TOWN OF AVE Date HAT L..N5
ENGINFERlN AERIAL WITH ,. a 2022
MARIA SRA DIA FLUCCS AREA(C) I.aNumber
u 0mbe iDell, ..
P-AMD001-029
AMENDMENT Fe N.me O°`P-AMD-0O1-X05-203FL
Sbe.f Number 08 of 14
24
P:\Active_Projects\P-AMD-001\029_SRA_Expansion\Reports\NRI Assessment
Page 28 of 80
I
EXHIBIT 5
DOCUMENTED LISTED SPECIES LOCATIONS
(2022 SURVEYS)
25
P:\Active_Projects\P-AMD-001\029_SRA_Expansion\Reports\NRI Assessment
Page 29 of 80
1 7 c
B
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a AMENDMENT AREA(A) 1
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• 1 / BH
w.,y
1 i/211 - /� / I'
/ei •—•/ .
/ /1 Fl•
0 250 500' 1000 2333 3000•
FCODE LUCCS AREA
DESCRIPTION LEGEND LISTED SPECIES
211 IMPROVED PASTURE 76.0 —— TOWN OF AVE MARIA SRA(EXISTING) • AMERICAN ALLIGATOR(AA)
214 ROW CROPS 249.7 • LITTLE BLUE HERON(BH)
326.7 SRA AMENDMENT BOUNDARY
• FLORIDA PANTHER TELEMETRY IFPT)
FLUCCS LIMITS BLACK BEAR(BB)
AERIAL PHOTOGRAPHY COPYRIGHT OF —t M TRANSECTS
COLLIER COUNTY PROPERTY APPRAISER 2021
PR4..ECT TITLE: OWNER•CLIENT•CONSLS.TANT. SEC.44.1.15 31-33WP:e1.4B ROE 2B
P E N I N S U L A a, Onmpne3 by. BRUCE LAYMAN
�� TOWN OF AVE LISTED SPECIES u—r.,N NATHANMULLINS
• ENGINEERIN P
MARIA SRA LOCATIONS AREA Drew,Seale A0O102R
ari:Li�NC CON7C,•cra, .. ProAm Numbe,. P-AMD-001-029
�° " ""` AMENDMENT (A) Foe Number. P-AMD-001-X05-301LS
Sheet NymBe1 09 0 14
26
P:\Active_Projects\P-AMD-001\029_SRA_Expansion\Reports\NRI Assessment
Page 30 of 80
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AMENDMENT AREA(B)� "-- —"--
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. EXISTING T /OF '
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DESCRIPTION
• CODE (AC) 3oar
221 CITRUS GROVES 83.0 0 250 500 1000 2000' I
�f'1�
• 224 ABANDONED CITRUS GROVES 15.5
422 BRAZILIAN PEPPER 34
513 DITCHES 0.3 LEGEND LISTED SPECIES
520 LAKES 0.4 ow. TOWN Of AVE MARIA SRA(EXISTING) NO USTED SPECIES OBSERVED
618E2 WILLOW AND ELDERBERRY,EXOTICS 25%-49% 06
• 619 EXOTIC WETLAND HARDWOODS 1.8 SRA AMENDMENT BOUNDARY
740 DISTURBED LAND 0.6 FLUCCS LIMITS
- 814 ROADS AND HIGHWAYS 04
1069 . .. TRANSECTS
AERIAL PHOTOGRAPHY COPYRIGHT OF
COLLIER COUNTY PROPERTY APPRAISER 2021
co P E- y 7LE OWNER/CLIENT-CONSULTANT: SEC.1-0./AS 31/320WP:2.i!ROE 20
:PENINSULA Des,.°Y' SRUCE LAYMAN
ENCINEERIN TOWN OF AVE LISTED SPECIES p•w"FY
12•0' MULLINS
APRIL 0232022
MARIA SRA LOCATIONS AREA ."°S°•» 1.•
'°°
1Lh rt•. P•oM e.
lNumr.
Kh^`
AMENDMENT (B) F.Nunibtr. P-AMD-001-X05-302LS
X-302
w.. _ shoe.Num./ 10 of 14
27
P:\Active_Projects\P-AMD-001\029_SRA_Expansion\Reports\NRI Assessment
Page 31 of 80
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—g�J dB . . . --.
0 250 SOO 1000 20C2 30CC
im=1....L i I LISTED SPECIES
FLUCCS CODE DESCRIPTION AREA LEGEND upAMERICMI ALLIGATOR(AA)
[., • CYPRESS SNAGS W/CAVITIES(CS)
gIr 242 SOD FARMS 511.3 TOWN OF AVE MARIA SRA(EXISTING) PILEATED WOODPECKER(PW)
621E1 CYPRESS.EXOTICS 10'424% 3.7
621E2 CYPRESS EXOTICS 25%49•.b 44 SPA AMENDMENT BOUNDARY • TRICOLORED HERON(TN)
621E3 CYPRESS.EXOTICS 50A;.74% 0.8 FLUCCS LIMITS • AMERICAN KESTREL(AK)
5202
._ TRANSECTS
AERIAL PNOTOOAAPOY COPYRIGHT OF BLACK BEAR(BB)
COLLIER COUNTY PROPERTY APPRAISER 2021
PROJECT -_ OWNER:CLIENT•CONSULTANTS FLORIDA PANTHER TELEMETRY(FPT)
: SEC.4-0,,-1t.31-STOP;41.48 ROE 24
PENINSULA Dupnea°y 6RUCE LAYMAN
ri TOWN OF AVE LISTED SPECIES OMR NATHAN ULLINS
ENGINEERlN o.14 APRIL2022
MARIA SRA LOCATIONS AREA Draw,Seal*
..uA L. P,axtt NUM., P-AMD001.029
''"„` AMENDMENT (C) F^•Nurnom P-AMD-001-X05-303LS
21.0 3 1, X-303
P...=.c.n..»a..�a y.P..�.. s°441 N44E4. 11 of 14
28
P:\Active_Projects\P-AMD-001\029_SRA_Expansion\Reports\NRI Assessment
Page 32 of 80
' IC
EXHIBIT 6
SOILS MAP
29
P:\Active_Projects\P-AMD-001\029_SRA_Expansion\Reports\NRI Assessment
Page 33 of 80
1 7 c 4
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SRA BOUNDARY
ENDMENT AREA(A) - � � I ,
er, 7//,
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t 7100"/16"..—EX
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ARN.
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..„ �E STING TOWN OF
/ AVE MARIA SRA k,
7 1
0 250' 500 10w 2000 3773
I � SOILS
LEGEND CODE DESCRIPTION
3 MALABAR FINE SAND'FLATS)
mm TOWN OF AVE MARIA SRA(EXISTING) 21 CYPRESS LAKE FINE SAND(FLATS)
SRA AMENDMENT BOUNDARY 22 CHOKE WINDER GATOR SOILS,FREQUENTLY PONCE°
(FLATS)
SOILS LIMITS 23 HOLOPAW-OKEELANTA,FREQUENTLY PONDED(FLATS)
27 HOLOPAW FINE SAND(FLATS)
j///FLATS(TRANSITIONAL IT AnSIFICATION) 43 WINDER,RIVIERA.LIMESTONE SUBSTRATUM.AND CHOBEE
SOILS,FREQUENTLY PONDED(FLATS)
AERL PHOTOGRAPHY C OP FRIO OF '
COL L` YT ER COUNTY PROPERTY APPRAISER 202`
PROJECT "L=. 0,NER CLIENT CONSULTANT' SEC.4-0.I•IB 31-3310FP'.41,48 ROE 20
PENINSULA G..Dow,nR4 BRUCE LAYMAN
s <� TOWN OF AVE On by NATMAN MULLINS
• ENGINEERING SOILS MAP AREA Oka
A Ril_2042
_ MARIA SRA 10.4
(A) Pm'ectNumc.r. P-AMD-001-029
CTANIS:Mt Coan Cm Fang.a, .NT"„` AMENDMENT P•,umo•r P_AMD-001-XOS-40150
- X-401
30
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7—E NG TOWN OF—/A _ .
SOILS DESCRIPTION
CODE
0 250 'OLD 1000 2000 =,177 7 IMMOKALEE FINE SAND(NON-HYDRIC)
I1
11 BRY14WOOD FINE SAND(NON-HYDRIC)
LEGEND 16 OLDSMAR FINE SAND(NON-HYDRICI
21 CYPRESS LAKE FINE SAND(FLATS)
TOWN OF AVE MARIA SRA(EXISTING) CHOBEE.WINDER.GATOR SOILS,FREQUENTLY PONDED
22 (FLATS)
SRA AMENDMENT BOUNDARY
23 HOLOPAW-OKEELANTA,FREQUENTLY PONDED(FLATS)
SOILS LIMITS 28 PINEDA-RIVIERA FINE SANDS(FLATS)
29 WABASSO FINE SAND(NON-HYDRIC)
j///,FLATS(TRANSITIONAL CLASSIFICATION! WINDER RIVIERA.LIMESTONE SUBSTRATUM.AND CHOBEE
43 SOILS.FREQUENTLY PONDED(FLATS)
AERIAL PHOTOGRAPHY COPYRIGHT Of
COLLIER COUNTY PROPERTY APPRAISER 202'.
OWNERCLIEN,CONSULTANT'. SEC 1-0..08 2I.2217WP:47 48 ROE. 29
PENINSULA.'1. O..W^.0 BRUCE LAYMAN
`✓I TOWN OF AVE
SOILS MAP AREA Drown NATHAN MULLINS
ENGINEERIN APRIL2°°°
:.L,. . MARIA SRA (B) p..I, e..
.e}.a Nu„em P-AMD-001-029
T,` AMENDMENT FAeNume..: P-AMD-00o-X05-402S0
X-402
Sneer Nun,er 13 14
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v.-EXISTING
I
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ifillpo Ilirlw ., I'
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AMENDMENT AREA(C) - ,,.�,.L-- "..'......"'-•«ma
y
0 ,-r SOU 1000• MO M)
li I SOILS DESCRIPTION
CODE
LEGEND 2 HOLOPAW FINE SAND,LIMESTONE SUBSTRATUM(FLATS)
minTOWN OF AVE MARIA SRA(EXISTING) 7 IMMOKALEE FINE SAND(NON-HVDRIC)
10 OLDSMAR FINE SAND•LIMESTONE SUBSTRATUM(FLATS)
SRA AMENDMENT BOUNDARY 14 PINEDA FINE SAND,LIMESTONE SUBSTRATUM(FLATS)
SOILS LIMITS 17 BASINGER FINE SA NO(FLATS)
CYPRESS LAKE-RIVIERA-COPELAND FINE SANDS.
S j 25 FREQUENTLY PONDED(FLATS)
FLATS(TRANSITIONAL CLASSIFICATION)
124 OLDSMAR FINE SAND,LIMESTONE SUBSTRATUM-URBAN LAND
3 AERIAL PNOTOORAP PYRNT NY COIO OF (NON-HYDRIC)
OLLAER COUNTY PROPERTY APPRAISER 2021
,PENINSULA PRO.E- -I., DyVNERCLIENTCONSULTANT, SEC 1-0.•-18 31-22,VP,.AS ROE 20
�, DAR,°OV. SRUCE LAYMAN
�. TOWN OF AVE NATNANMULLINS
ENGINEERIN SOILS MAP AREA NAP "PRIL2°22
.. MARIA SRA / °'F.E ITTA OSI-0,,
-,;n,. ..r LC') PAy.a Numb.,. P-AMD-001-029
NIA ""` AMENDMENT F^•Num., P-AMD-001-X05-403S0
X-403
Rom„ ..o.-2:. sn«t NumW, 14 et 14
32
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EXHIBIT 7
STEWARDSHIP OVERLAY DESIGNATION INDEX
33
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41
pM- slit eomr. _ N
0 NRt BOUNDARY
SRA DESIGNATION NRI SCORE State of Honda,Mazar.Count. ` 7 r I LLL(,aun O
hr 500 1 I .000 ,icd Lgies In
)fa Feet, -
VNCWt,_I EXOWIt DESC NO I ES.
AVE MARIA SRA EXPANSION EXHIBIT 7A-1.
PENINSULA() SRA DESIGNATION-CURRENT
2600 Golden Gate Pathway
Naples FL 3a100}
34
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5RA DESIGNATION NRI SCORE 0 445 890 'su
Fee
II
«k1 L1. EXHIBIT DESC
PENINSl1LA�� AVE MARIA SRA EXPANSION EXHIBIT 7A-2.
\/ SRA DESIGNATION-CURRENT
26U0 Gold•,Si,Parkway
Naples,Fl.141005
35
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iRID POST ',lot. IfLRL Gann
SRA DESIGNATION NRI SCORE ";el T p 500 I,000Feet'•I"ci'lni14es I
n 411
-1i_1L:,I LX'IBIr DESC -
PENINSULA L.;" AVE MARIA SRA EXPANSION EXHIBIT 7A-3.
\ SRA DESIGNATION-CURRENT
0000 Gold"n G.P.NYway
Naples I5341005
36
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D 500 1,000 f.1,cioso
1111Mmic=Feet
—kCJL I Lx^IBI1 DESC I:O1ES.
AVE MARIA SRA EXPANSION EXHIBIT 7B-1.
PENINSULA() SRA DESIGNATION-
BASELINE
I600 Golden Gala Prtwway
NnnI.s,f6311005
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SRA DESIGNATION NRI SCORE ,.t . Ir. LSIi`IICk! ratnrIORG°olechnologies Inc'SIB .of l I.,n.t.l
0 D 445 890
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PENINSULA() AVE MARIA SRA EXPANSION EXHIBIT 7B-2.
SRA DESIGNATION-
BASELINE
2000 Gald.O G .Paaway
Nad.a,F.WOO
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NOTES'
AVE MARIA SRA EXPANSION EXHIBIT 78-3.
PENINSULA() SRADESIGNATION-
BASELINE
2600 Golden Gait Partway
Nadas FL WOOS
39
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EXHIBIT 8
PROXIMITY INDEX
40
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0 �`' ,ounty of Collie!.Lsn FILM Gal min Geolechnologies ,nr ',L,L•of I I, A
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PENINSULA
AVE MARIA SRA EXPANSION EXHIBIT tiA-1
PROXMITY INDEX-CURRENT
2600 Golden Ga.Pammty
Nags IT I.341005
41
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PROXIMITY Mrl."c l i (i-�� •li�i L,u 11LGE �mii1 rhnologic; .Stab ,,I l i:,e�l.i
a r 445 890 .,,,
.lar I _ Feet
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EXHIBIT DESC
PENINSULA, AVE MARIA SRA EXPANSION EXHIBIT8A-2.
PENINSULA,,, PROXMITY INDEX-CURRENT
2600 Gold.!,Ga.Pathway
Naples,FL 04100y
42
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•
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•m t_01' I.L:.ii r - ,.,ins .r I, ,,I.•4 hlc Slate of Flolitin
D ,,. .500 1,000 Ma.ar also
D' • Feet t
f
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PENINSULA AVE MARIA SRA EXPANSION EXHIBIT 8A-3.
t 1 PROXMITY INDEX-CURRENT
2600 Go1Jan Ga.Parkway
NaI.5 FLJat005
43
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NR[ BOUNDARY
PROXIMITY ,.; ►.�:
State of Honda Ma;:ar County of ci .,n HULL tAainiin
0
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MMININE i Feet
AVE MARIA SRA EXPANSION EXHIBIT 8B-1.
PENINSULA() PROXMITV INDEX•
BASELINE
1600 G4k74n Gala Parkway
Nadn.FL 241005
44
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PENINSULA() AVE MARIA SRA EXPANSION EXHIBIT 8B-2.
PROXMITV INDEX•
BASELINE
2600 Gold.ii Gals Pa.xway
Nap.,El 1a1065
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PENINSULA AVE MARIA SRA EXPANSION EXHIBIT 8B-3.
PROXMITY INDEX-
BASELINE
2600 Golden Gale Paaway
xan ee Pt XW005
46
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EXHIBIT 9
LISTED SPECIES HABITAT INDEX
47
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State ol floola Ma+au Cokno, L
o
500 1,000 ,,,.ed. in
Feet
Lx,-,Isit()ESC holes
AVE MARIA SRA EXPANSION
PENINSULA() EXHIBIT 9A-1
LISTED SPECIES HABITAT SCORE-
CURRENT
2600 0010.0 Gad.Parkway
,,1111A115.Fl.341005
48
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p IRI_BDUIIDARY ! t11• N
e
GRID_POST +dr:,ow,: :II-, I', I i!ptE caa hmtO Vica IecMwlayes Inc Sla ci I I
LISTED SPECIES HABITAT SCORE f 445 890
Feet
"k+i.t•:. EXHIBIT DESC
PENINSULA� AVE MARIA SRA EXPANSION EXHIBIT 9A-2.
LISTED SPECIES HABITAT SCORE-
CURRENT
2500 Go1U.O Gale PMOwJy
NOW...f L 341005
49
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LISTED SPECIES HABITAT SCORE r ',tat.,-,i I londa Ma+:n County 01 Collier Lsri.HLRE oa
0 h - 500 1,000 ?olechnoltjies In
I Feet
_LL I EX-lull_rL--
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LISTED SPECIES HABITAT SCORE-
CURRENT
[6U6 Golden GA*PNYway
NA N•f.FL}a149}
50
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LISTED SPECIES HABITAT SCORE t 1 •` >3+
County of Collier Lsn HIRE Galmin(e Icchnolc9l - v .l t I I load
‘N*-41, 4 p 500 1,000
I�Feet
AVE MARIA SRA EXPANSION EXHIBIT 9B-1
PENINSULA() LISTED SPECIES HABITAT SCORE-
BASELINE
1600 Golden Gal..Pwkway
Naples El.Ja1U65
51
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LISTED SPECIES HABITAT SCORE ,•'r I I 1.i
L.1 i >'Imoic gig: i 1. _1 I
o J 445 890
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VI/GJb=I EXHIBIT DES:•
PENINSULA'' AVE MARIA SRA EXPANSION EXHIBIT 9B-2
LISTED SPECIES HABITAT SCORE-
BASELINE
2600 Golden G616 Parkway
66016e,FL 11.00S
52
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LISTED SPECIES HABITAT SCORE ►`.'�` ;Iv '4
l lnui��, •..� ,,.mn.nl Collier t;i i,j ILRL Ga�ll
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f
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�� AVE MARIA SRA EXPANSION EXHIBIT 9B-3
PENINSULA i LISTED SPECIES HABITAT SCORE-
BASELINE
2100 Golden,Gels P41.wey
N,06,01 541095
53
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EXHIBIT 10
SOILS/SURFACE WATER INDEX
54
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SOILS
o p 500 1.000 ,1,l r
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uHUJEC.I EXj1IUII UESC: NO ES.
�� AVE MARIA SRA EXPANSION EXHIBIT 10A•I
PENINSULA SOILS/SURFACE WATER INDEX•
CURRENT
2600 Golden Gale Parkway
Medea FL 341005
55
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PENINSULA() EXHIBIT 10A-2
SOILS/SURFACE WATER INDEX-
CURRENT
MO Gold.”G.11.PA•Mway
Maplols P1.111005
56
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0.2Al xv o ft y�fa Lela
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/ EXHIBIT 10A-3.
PEN I N S U LA , SOILSISURFACE WATER INDEX-
CURRENT
260U Golden Gale Palm.
Names,Ft min6s ., - , ,,.,, .
57
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0
0.2 f0 500 1,000
0.3 -_.. 4_7 ONENC=1 Feet •
1
PROJECT I DES:.; r.wes
AVE MARIA SRA EXPANSION
PENINSULA() EXHIBIT 10B-1
SOILS/SURFACE WATER INDEX•
BASELINE
2800 Golden Gale Primo
Naples FL WO 05 .
58
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Page 62 of 80
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w�'.S:Z."rr'r S a f 1+� 1
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ED NRI_BOUNDARY i +✓
SOILS �• ' :. � '� ��
N
--- - 0"at,o ty iGanuin
t'
0.2 si 445 890 I
0.3 _'rz.. r Fee '
Vk!iJLCI EXHIBIT UESC ...
AVE MARIA SRA EXPANSION EXHIBIT 108-2.
PEN 1 N S U LA SOILS/SURFACE WATER INDEX-
BASELINE
2000 GOIOM Gale Pm Fway
Naples,FL 011005
59
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Page 63 of 80
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SOILS
,�:r.. ili..�:�0.2 500 1,000 I'' ,
0.3 Feet! L
. I
PROJEC1 L•'_II DES:. i..-
AVE MARIA SRA EXPANSION EXHIBIT IOB-3.
PENINSULA i SOILS/SURFACEWATERINDEX-
BASELINE
2E00 Golden Gat.Pahwey
M 4PI.a,FL 04 10
60
P:\Active_Projects\P-AMD-001\029_SRA_Expansion\Reports\NRI Assessment Page 64 of 80
tic
EXHIBIT 11
LAND USE/LAND COVER INDEX
61
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Page 65 of 80
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Q NR1_BOUNDARv .. c^
LAND USE LAND COVER INDEX -- /
/ N
0
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0.4 .-- Feet
gtww - -4. >:d�
- d 1
ukCiJE,
......tilk AVE MARIA SRA EXPANSION
PENINSULA() EXHIBIT 11A-tLAND USE LAND COVER INDEX-
CURRENT
2600 Golden Gal.P....ay
N.M.t 61.111005
62
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Q NRI BOUNDARY L M tL ,iikaiiiiii, :I a
•
LAND USE LAND COVER INDEX 4._
0.2 '..? —,a"
0.4 _ c u [ •kii'''II_I L,n LL HL r-ll- ;c:;technol_,i. ., b e LilII„p i..*
445 ego
- A--.
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EXHIBIT DES:-
/• AVE MARIA SRA EXPANSION EXHIBIT 11A-2.
PENINSULA i LAND USE LAND COVER-
CURRENT
2800 Golden Gate Paaway
Nad.D.Ft Bat005
63
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1 7 C
i„mixt, --- , . : 7,11.11•,
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1 i ,
LAND USE LAND COVER INDEX ...........—.... ... •
0 2 - l• ' - twi'.."..- t,4
0.4 4:t I I I,., , '.' : ' .11, • Ili'.1 Lsril k:*;.a.ini
500 1,000•
rIIIIIMMINO Feet
.
EXHIBIT DEsc:
AVE MARIA SRA EXPANSION EXHIBIT 11A4.
PENINSULA C LAND USE LAND COVER INDEX-
CURRENT
MO C451540 GA.111.1vay
144r0.45.FL 241005
64
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Page 68 of 80
1 ? c
Legend
Q NRI_BOUNDARY
LAND USE LAND COVER INDEX
0.2
0.3
0.4
•
•
:I
•
%tea
1 County of Collier.Lsri HERE Gtrmin,Geolechi rl,,,yes nc I .- t I Ludo
a� D 500 1,000
Feet
PROJLC I EX-lBlt UESC ..tilts
PENINSULA() AVE MARIA SRA EXPANSION EXHIBITIIB-1.
LAND USE LAND COVER INDEX-
BASELINE
2000 Goldao Gas P.YYway
N.Pln,FL 141005
65
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1 ? C
3 it
•.i 9
-,.1
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r
-•••••••••••••••••••••••••••••••••••••*. 11 III:41 :
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Q NRI_BOUNDARY • • -
LAND USE LAND COVER INDEX •
o N
0.2 t dik
:
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Se
z - Feet i
u ROJECI ExsIBIt DESC.
�� AVE MARIA SRA EXPANSION EXHIBIT 11B-2-
PENINSULA�� LAND USE LAND COVER INDEX-
BASELINE
1600 Galdrn Gar Panay
Nunes,FL 141005
66
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1lc
14:411%
App. eft
,'.." -416-6111.1),T7
11
•
11
}
Legend •
NRI EOUNDARY ,y' 'w~011., lyi-+•w+:+"'-��,.`IKX....-,.�vCs-"'-r4..�►
LAND USE LAND COVER INDEX � TV
0.2 - -rlrr..,r.t(p'hcl I.� 1 it,:I I._ vnc.W1 tte of FIUAIet,r
0.3 . ; 0 500 1,000 Ma ,r
na
Feet
uNJ!b:l Lx^12I NO I ES
/N AVE MARIA SRA EXPANSION EXHIBIT 11B3.
PENINSULA\i LAND USE LAND COVER INDEX
BASELINE
:boo Golden Gan Puikwuy
14 01,f1 1.1100,
67
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1 7 C
EXHIBIT 12
FINAL NRI ASSESSMENT
68
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NRI_BOUNDARY 0.5 -:..- ._ '_., _ .
TOTAL NE 0.6 - / N
0 im o.7 /
Stale of I fowl.,fdruar (moray oft oilier Lsr -I£' nin
0.2 IIIII 0.8
h 500 1,000 ,ec_,14V3110 N
0.4 Feel
t ,Y. .we ,
L%".I Ell T UESC t.Gt ES'.
AVE MARIA SRA EXPANSION
PENINSULA() EXHIBIT 12A-1
TOTAL NRI SCORE•
CURRENT
2600 Golden Gate P.NMway
6 01,%FL 3a1665
69
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Q NRI_BOUNDARY 0.5 00,
TOTAL III 0.e „�. •I N;+
•
0.81. `-j'- r at., I I Ion ...,11 f ounry of Collier Esr IL oar n'iii
0.2 1•.. r
0 445 890 IIn
0.4 •
+" ��. :_� Fee.39s1
oocoj E-I ExHoiI JES.- Gores'.
f1 AVE MARIA SRA EXPANSION EXHIBIT 12A-2.
PENINSULA 1 d TOTAL NRI SCORE-CURRENT
2600 Golden Gals Parkway
N.nl.a fl.341005
70
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111111,
'11,,, 1,-,,,:i., , 'IN/ -Tr Nia. i 4, 4,,,,,,.
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..�,.--. ,05.r. ,
NRI_80UNDARY 0.5 i I
TOTAL 0.6 (
0 0.7 i
0.8 iof,yinel tsr
0.2 • 500 1,000 0-, , .,•
.. _ , . .,
0.4 Fee -,
PROJECT
AVE MARIA SRA EXPANSION EXHIBIT 12A-3
PENINSULA() TOTAL NRI SCORE-CURRENT
2600 Golden Ga.P.Mxway
M+N•a FL 3.41005
71
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.• ..*
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.
,
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;Legend
=NRI_BOUNDARY '" -
TOTAL 0.5 N
0 0.6
_ }0.7 ea°t '- • State of Floe a au County of Collier Ls} L nnn
0.2 y d Maa 500 1,000 -wc r1.-'J'il.
0.3
0.8 .7` Feel
.,_Its.
AVE MARIA SRA EXPANSION EXHIBIT 12B-7
PENINSULA() TOTAL NRI SCORE-
BASELINE
2600 Gold.Gala Partway
NaIO H.22100}
72
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lie
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_ lik.""7:-.._ *:, ,
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ate,:.; " 10
Legend � ,
z OtHs
- NRI_BOUNDARY 0.4 '
TOTAL 0.5
0 0.6 N.♦ �' N
-
0.2 _0.7 _ U u d II 1 L:n a e•'-' I II < nc 'I it. ql 1 11E 1,
.d •
I 445 890 sw
0.8 - Fee
0.3 r r, ,a
EXHIBIT JESC NOTES:
AVE MARIA SRA EXPANSION EXHIBIT 128-2.
PENINSULA C, TOTAL NRI SCORE
BASELINE
1600 Gpbnl Gal,P.,Mway
Naples,F6 3a10O
73
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I7C
----: ''''': 16:
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Y
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Legend -�--�---",� --
r } NRIBOUNDARY 0.4
TOTAL 0.5 IX*< nt
0.6 /n\
MI 0.7
0.2 0.8 S00 1.000 .c,,lc�f
0.3 Fee
PROJECT EXHIBIT IJESC NOTES:
AVE MARIA SRA EXPANSION EmRIlrT 1211-3.
PENINSULA() TOTAL RI SCORE-
BASEL
BASELINE
2600 G010.0 Gals PUMway
Nznl.s,fL 341005
74
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1 ? C
EXHIBIT 13
SRA NATURAL RESOURCE INDEX VALUES
75
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1 7 C
TOWN OF AVE MARIA SRA AMENDMENT
NATURAL RESOURCE INDEX VALUES
NRI Value Percent of Total SRA Acres*
Total SRA Acreage
0 0.1% 1
0.1 0.0% 0
0.2 52.9% 516
0.3 0.0% 0
0.4 35.5% 346
0.5 4.2% 41
0.6 0.1% 1
0.7 6.8% 66
0.8 0.5% 5
0.9 0.0% 0
1 0.0% 0
1.1 0.0% 0
1.2 0.0% 0
1.3 0.0% 0
•
1.4 0.0% 0
1.5 0.0% 0
Totals 100.0% 976
Totals NRI>1.2 0.0% 0
* Acreages reflect the number of one-acre raster cells with centroids located within the project
limit.
76
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