Resolution 2004-089
8F
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RESOLUTION 2004- B~
A RESOLUTION OF THE COLLIER COUNTY
BOARD OF COUNTY COMMISSIONERS
DESIGNATING 960 ACRES WITHIN THE RURAL
LAND STEWARDSHIP AREA ZONING OVERLAY
DISTRICT AS A STEWARDSHIP RECEIVING
AREA, APPROVING THE PRELIMINARY
STEWARDSHIP RECEIVING AREA CREDIT
AGREEMENT FOR AVE MARIA, AND
ESTABLISHING THE NUMBER OF
STEWARDSHIP CREDITS BEING UTILIZED BY
THE DESIGNATION OF AVE MARIA
STEWARDSHIP RECEIVING AREA
WHEREAS, New Town Development L.L.L.P., a Florida limited liability limited
partnership ("Applicant") has applied for Stewardship Receiving Area designation
pursuant to Section 2.2.27.10 D. of the Collier County Land Development Code ("LDC")
for the initial phases of Ave Maria University and the town of Ave Maria (herein jointly
referred to as "Ave Maria SRA"), which is approximately nine hundred and sixty (960)
acres in size; and
WHEREAS, the development provided for within Ave Maria SRA will constitute a
development of regional impact pursuant to Section 380.06, Florida Statutes; and
WHEREAS, Collier County Staff and the Collier County Planning Commission
have reviewed the SRA Designation Application ("Application"), along with all support
documentation and information required by LOC Section 2.2.2710.E. & F., and
determined that the Application is consistent with the Rural Lands Stewardship Area
Zoning Overlay District, and requirements of Section 2.2.27 of the LOC, specifically the
suitability criteria of Section 2.2.27.1 0.A.1 of the LOC; and
WHEREAS, Applicant has demonstrated its ownership of the necessary
Stewardship Sending Area ("SSA") Stewardship Credits to be utilized by the Ave Maria
SRA by its approved SSA Credit and Easement Agreements for Areas 1 through 4;
and
WHEREAS, Applicant seeks to utilize a portion of the Stewardship Credits
generated from the Board's designation of BCIIBCP SSAs 1-4, respectively, to entitle
designation of the Ave Maria SRA.
NOW, THEREFORE, be it resolved by the Board of County Commissioners of
Collier County, Florida (the "Board"), that:
/
8F ~
1.
The Board hereby approves and designates as the Ave Maria SRA the
nine hundred and sixty (960) acres described in the legal description
attached as Exhibit "A", subject to the requirements of the Ave Maria
Development Document and the Stipulations attached to this Resolution
as Exhibit "C".
2.
The Board hereby approves the Preliminary Stewardship Receiving Area
Credit Agreement, a copy of which is attached hereto as Exhibit "B,"
requiring Applicant to transfer and assign five thousand and sixty-four
(5064) Stewardship Credits to Collier County.
3.
The Preliminary Stewardship Receiving Area Credit Agreement itself has
attached thereto as exhibits a Master Plan and land Use Summary which
identify the number of units, gross leaseable square footage of retail and
office uses, and the other land uses depicted on the Ave Maria Master
Plan, all of which are likewise hereby approved.
THIS RESOLUTION ADOPTED this 23m day of March, 2004, after a Motion,
seconded, and majority vote favoring same.
.. . . . ~ . " j
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
By:
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D NNA FIALA, Chairman
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-
Agend~&y~
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Date .uLt' /j
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Deputy Cia --=
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New Directions In Planning, Design & Engineering
8F
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EXHIBIT "A"
DESCRIPTION OF PART OF
SECTIONS 4,5,8,9,16, AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST
AND PART OF SECTIONS 31,32 AND 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST,
COLLIER COUNTY, FLORIDA.
(P.DA LANDS)
COMMENCING AT THE SOUTHEAST CORNER OF SECTION 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, COLLIER
COUNTY, FLORIDA;
THENCE NORTH 01°04'10' WEST 50.00 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF OIL WELL
ROAD THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED;
THENCE ALONG SAID RIGHT-OF-WAY LINE SOUTH 88°57'06" WEST 152.15 FEET;
THENCE LEAVING SAID RIGHT-OF-WAY LINE NORTH 01°07'23" WEST 300.01 FEET;
THENCE NORTH 88°56'07" EAST 25.00 FEET;
THENCE NORTH 01 °07'23" WEST 828.81 FEET;
THENCE 233.80 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EAST HAVING A RADIUS OF 2,565.00
FEET THROUGH CENTRAL ANGLE OF 05°13'21" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH
01°29'17" EAST 233.72 FEET;
THENCE NORTH 04°05'59" EAST 217.57 FEET; .
THENCE 201.69 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WEST HAVING A RADIUS OF 2,435.00
FEET THROUGH CENTRAL ANGLE OF 04°44'45" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH
01 °43'37" EAST 201.63 FEET;
THENCE NORTH 00°38'46" WEST 3,447.26 FEET;
THENCE NORTH 90°00'00" WEST 88.21 FEET;
THENCE NORTH 00°37'28" WEST 68.71 FEET;
THENCE SOUTH 89°50'44" WEST 459.34 FEET;
THENCE NORTH 14°18'07" EAST 815.51 FEET;
THENCE 262.16 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE NORTHEAST
HAVING A RADIUS OF 1,704.00 FEET THROUGH A CENTRAL ANGLE OF 08°48'54" AND BEING SUBTENDED BY A
CHORD WHICH BEARS NORTH 27°44'52" WEST 261.90 FEET;
THENCE NORTH 23°20'25" WEST 200.98 FEET;
THENCE 174.95 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A RADIUS OF
2,856.00 FEET THROUGH CENTRAL ANGLE OF 03°30'35" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 25°05'43" WEST 174.92 FEET;
THENCE NORTH 26°51'00" WEST 376.20 FEET; .
THENCE 408.42 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A RADIUS OF
942.00 FEET THROUGH CENTRAL ANGLE OF 24°50'30" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 39°16'15" WEST 405.23 FEET;
THENCE NORTH 51°41'30"WEST 198.82 FEET;
THENCE 625.00 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHEAST HAVING A RADIUS OF
944.00 FEET THROUGH CENTRAL ANGLE OF 37°56'04" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 32°43'28" WEST 613.65 FEET;
THENCE NORTH 13°45'26" WEST 203.04 FEET;
THENCE 450.95 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A RADIUS OF
656.00 FEET THROUGH CENTRAL ANGLE OF 39°23'12" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 33°27'02" WEST 442.13 FEET;
THENCE NORTH 53°08'38" WEST 165.44 FEET;
THENCE 850.96 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHEAST HAVING A RADIUS OF
1,134.00 FEET THROUGH CENTRAL ANGLE OF 42°59'42" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 31°38'47" WEST 831.13 FEET; .
THENCE NORTH 10°08'56" WEST 331.86 FEET;
THENCE NORTH 79°44'18" WEST 326.16 FEET;
THENCE NORTH 70°06'21" WEST 478.54 FEET;
THENCE NORTH 76°56'51" WEST 752.14 FEET;
THENCE NORTH 73°56'33" WEST 22.49 FEET;
THENCE NORTH 11 °21 '52" EAST 53.64 FEET;
THENCE NORTH 06°58'17" WEST 43.67 FEET;
THENCE NORTH 60°20'46" EAST 94.06 FEET;
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OfflcBS stratBglcally located to S8fVS OUf clients 800.649.4336
811812003-128483 Va" 011-LMIIt/japI8s!CDrporat8 Office 3200 Bailey Lane, Suite 200 '" Naples, Florida 34105 .. 239.649.4040 '" Fax 239.643.5716
wilsonml!lef. com
Wl/sonMills,!nc. -'FL Lic.# LC-COOO170
WllsonMlller
"..
New Directions In Planning, Design & Engineering
DESCRIPTION OF PART OF 8F
SECTIONS 4, 5, 8, 9, 16, AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST
AND PART OF SECTIONS 31, 32 AND 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST,
COLIER COUNTY, FLORIDA
(S.RA LANDS)
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;
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; , ,:"1
THENCE SOUTH 56°52'18" EAST 99.31 FEET; : I
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 136.05 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 3,104.72 FEET;
THENCE NORTH 76°23'06" WEST 610.78 FEET;
THENCE NORTH 31°01'09" EAST 504_09 FEET;
THENCE NORTH 02°29'11" WEST 1,017.09 FEET;
THENCE NORTH 87°30'49" EAST 308.56 FEET;
THENCE NORTH 02°29'11" WEST 304.14 FEET;
THENCE SOUTH 87"30'49" WEST 1,366.76 FEET;
THENCE NORTH 02°29'11" WEST 1,235.57 FEET;
THENCE SOUTH 87"30'49" WEST 128.48 FEET;
THENCE 56.19 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTH, HAVING A RADIUS OF 359.94
FEET THROUGH A CENTRAL ANGLE OF 08°56'38", SUBTENDED BY A CHORD WHICH BEARS SOUTH 89°29'57"
WEST, 56.13 FEET;
THENCE 290.41 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTH, HAVING A RADIUS OF 1,317.54
FEET THROUGH A CENTRAL ANGLE OF 12°37'44" SUBTENDED BY A CHORD WHICH BEARS SOUTH 87°39'25"
WEST 289.82 FEET TO A POINT OF REVERSE CURVATURE;
THENCE 63.22 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTH, HAVING A RADIUS OF 545.85
FEET THROUGH A CENTRAL ANGLE OF 06°38'08" SUBTENDED BY A CHORD WHICH BEARS SOUTH 84°39'37"
WEST 63.18 FEET TO A POINT OF REVERSE CURVATURE;
THENCE 51.02 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHEAST, HAVING A RADIUS OF
30.00 FEET THROUGH A CENTRAL ANGLE OF 97"26'06" SUBTENDED BY A CHORD WHICH BEARS SOUTH 39°15'38"
WEST 45.09 FEET;
THENCE 301.67 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE WEST HAVING A
RADIUS OF 1,227.89 FEET THROUGH A CENTRAL ANGLE OF 14°04'35" AND BEING SUBTENDED BY A CHORD
WHICH BEARS SOUTH 02°42'13" EAST 300.91 FEET;
811412003- 126483 Ver: 01!. LMl1Ier
~
03786-001-000- . 0
--.. _.'--
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WïlSOnMiller
" ~.
New Directions In Planning, Design & Engineering 8F
DESCRIPTION OF PART OF ,:.@l
SECTIONS 4, 5, 8, 9, 16, AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST
AND PART OF SECTIONS 31, 32 AND 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST,
COLIER COUNTY, FLORIDA.
(S,R.A. LANDS)
THENCE 124.12 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE EAST HAVING A
RADIUS OF 499.46 FEET THROUGH A CENTRAL ANGLE OF 14°14'20" AND BEING SUBTENDED BY A CHORD WHICH
BEARS SOUTH 02°47'00" EAST 123.80 FEET;
THENCE SOUTH 89°59'32" WEST 328.87 FEET;
THENCE 119.31 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTHEAST
HAVING A RADIUS OF 79.84 FEET THROUGH A CENTRAL ANGLE OF 85°36'53" AND BEING SUBTENDED BY A
CHORD WHICH BEARS SOUTH 44°59'53" WEST 108.51 FEET;
THENCE SOUTH 00°00'14" WEST 477.81 FEET;
THENCE 157.68 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE NORTH HAVING A
RADIUS OF 1,148.59 FEET THROUGH A CENTRAL ANGLE OF 07°51 '57" AND BEING SUBTENDED BY A CHORD
WHICH BEARS NORTH 89°02'10" WEST 157.56 FEET TO A POINT OF REVERSE CURVATURE;
THENCE 39.32 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTH, HAVING A RADIUS OF 374.58
FEET THROUGH A CENTRAL ANGLE OF 06°00'54" SUBTENDED BY A CHORD WHICH BEARS NORTH 88°06'39"
WEST 39.31 FEET TO A POINT OF REVERSE CURVATURE;
THENCE 43.80 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTH, HAVING A RADIUS OF 110.00
FEET THROUGH A CENTRAL ANGLE OF 22°48'48" SUBTENDED BY A CHORD, WHICH BEARS NORTH 79°42'42"
WEST 43.51 FEET;
THENCE NORTH 68°18'18" WEST 231.88 FEET;
THENCE NORTH 32°23'59" EAST 24.06 FEET;
THENCE 334.86 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE WEST HAVING A
RADIUS OF 272.47 FEET THROUGH A CENTRAL ANGLE OF 70°24'53" AND BEING SUBTENDED BY A CHORD WHICH
BEARS NORTH 06°25'01" WEST 314.18 FEET; ."
THENCE NORTH 41°37'27" WEST 133.20 FEET; './'1
THENCE 184.59 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A RADIUS OF
573.31 FEET THROUGH CENTRAL ANGLE OF 18°26'51" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 50°50'52" WEST 183.79 FEET; -
THENCE NORTH 60°04'18" WEST 149.31 FEET;
THENCE 44.35 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EAST HAVING A RADIUS OF 30.00 FEET
THROUGH CENTRAL ANGLE OF 84°41'37" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 17°43'29"
WEST 40.42 FEET;
THENCE NORTH 24°37'19" EAST 671.68 FEET;
THENCE NORTH 87°30'49" EAST 2,189.29 FEET;
THENCE 624.77 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHWEST HAVING A RADIUS OF
845.00 FEET THROUGH CENTRAL ANGLE OF 42°21'46" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 66°19'56" EAST 610.63 FEET;
THENCE NORTH 45°09'03" EAST 893.05 FEET;
THENCE 1,931.65 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTHWEST
HAVING A RADIUS OF 3,854.60 FEET THROUGH A CENTRAL ANGLE OF 28°42'45" AND BEING SUBTENDED BY A
CHORD WHICH BEARS SOUTH 39°44'44" EAST 1,911.50 FEET;
THENCE NORTH 87°30'45" EAST 512.97 FEET;
THENCE 835.82 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHWEST HAVING A RADIUS OF
786.05 FEET THROUGH CENTRAL ANGLE OF 60°55'24" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 57°03'03" EAST 796.99 FEET;
THENCE NORTH 26°35'21" EAST 87.01 FEET;
THENCE SOUTH 64°51'28" EAST 267.96 FEET;
THENCE SOUTH 25°08'32" WEST 521.00 FEET;
THENCE SOUTH 64°51 '28" EAST 1,058.09 FEET;
THENCE NORTH 87°30'49" EAST 99.09 FEET;
THENCE NORTH 76°26'09" EAST 343.38 FEET;
THENCE SOUTH 13°33'51" EAST 645.07 FEET;
THENCE NORTH 76°26'09" EAST 828.93 FEET;
THENCE SOUTH 02°29'11" EAST 1,541.28 FEET;
THENCE SOUTH 58°28'52" EAST 1,091.94 FEET;
THENCE SOUTH 72°24'55" EAST 123.57 FEET;
THENCE SOUTH 00°50'18" EAST 2,778.59 FEET;
THENCE NORTH 65°50'45" WEST 1,440.28 FEET;
THENCE NORTH 68°25'29" WEST 1,163.95 FEET;
THENCE SOUTH 01°08'28" EAST 478.62 FEET;
THENCE SOUTH 08°02'24" EAST 248.97 FEET;
THENCE SOUTH 11 °45'27" EAST 99.84 FEET;
THENCE SOUTH 84°37'57" WEST 532.09 FEET;
THENCE NORTH 69°57'30" WEST 320.60 FEET;
8/14/2003- 128483 Ver: 01!- LMIlier
CAf>43
03786-001-000- - 0
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WllSORMlller
v 8F
New Directions In Planning, Design & Engineering
DESCRIPTION OF PART OF
SECTIONS 4,5,8,9,16, AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST
AL'ID PART OF SECTIONS 3[, 32 AND 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST,
COLIER COUNTY. FLORIDA.
(S.RA LANDS)
THENCE NORTH 72°10'52" WEST 149.13 FEET;
THENCE SOUTH 87°32'49" WEST 120.64 FEET;
THENCE SOUTH 7s040'19" WEST 113.40 FEET;
THENCE SOUTH 76°54'37" WEST 137.53 FEET;
THENCE SOUTH 78°04'44" WEST 137.61 FEET;
THENCE SOUTH 85°S9'31" WEST 147.36 FEET;
THENCE SOUTH 87"16'51" WEST 78.27 FEET;
THENCE SOUTH 79°33'2S" WEST 91.52 FEET;
THENCE SOUTH 73°47'26" WEST 121.8S FEET;
TH ENCE NORTH 70° 11 '3S" WEST 56.27 FEET;
THENCE NORTH 44°01'39" WEST 41.89 FEET;
THENCE NORTH 37"14'40" WEST 109.33 FEET;
THENCE NORTH 32°15'20" WEST 109.79 FEET;
THENCE NORTH 24°04'55" WEST 113.34 FEET;
THENCE NORTH 11 °44'07" WEST 98.88 FEET;
THENCE NORTH OS022'SO" WEST 73.74 FEET;
THENCE NORTH 00°30'16" WEST 115.82 FEET;
THENCE NORTH 26°19'34" WEST 22.24 FEET;
THENCE NORTH 76°35'34" WEST 126.09 FEET;
THENCE NORTH 79°39'00" WEST 1 08.03 FEET
THENCE SOUTH 28°45'11" WEST 137.49 FEET;
THENCE SOUTH 17°40'09" WEST 176.68 FEET;
THENCE SOUTH 04°39'56" WEST 145.63 FEET; ; ,/í.
THENCE SOUTH 02°41'36" WEST 138.35 FEET; ; I
THENCE SOUTH 08°59'39" WEST 128.97 FEET;
THENCE SOUTH 06°08'S8" WEST 179.87 FEET;
THENCE SOUTH 05°17'07" EAST 87.75 FEET;
THENCE SOUTH 02°40'09" WEST 147.05 FEET;
THENCE SOUTH 01°54'04" WEST 161.29 FEET;
THENCE SOUTH 77°52'29" EAST 3.04 FEET;
THENCE SOUTH 74°35'46" EAST 51.77 FEET;
THENCE SOUTH 70°01 '38" EAST 58.92 FEET;
THENCE SOUTH 69°06'31" EAST 47.50 FEET;
THENCE SOUTH 71°12'32" EAST 33.37 FEET;
THENCE SOUTH 73°24'49" EAST 89.77 FEET;
THENCE SOUTH 73°01'38" EAST 34.47 FEET;
THENCE SOUTH 74°32'23" EAST 112.54 FEET;
THENCE SOUTH 72°17'25" EAST 62.46 FEET;
THENCE SOUTH 71°01'40" EAST 34.26 FEET;
THENCE SOUTH 02°29'11" EAST 709.84 FEET;
THENCE NORTH 75°50'56" WEST 444_27 FEET;
THENCE SOUTH 08°23'55" EAST 37.78 FEET;
THENCE SOUTH 42°50'19" WEST 13.27 FEET;
THENCE NORTH 77°17'33" WEST 6.20 FEET;
THENCE SOUTH 55°37'11" WEST 24.49 FEET;
THENCE SOUTH 45°00'00" WEST 16.48 FEET;
THENCE SOUTH 59°32'04" EAST 10.45 FEET;
THENCE SOUTH 53°07'49" EAST 8.74 FEET;
THENCE 167.63 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE EAST HAVING A
RADIUS OF 4,890.00 FEET THROUGH A CENTRAL ANGLE OF 01°57'S1" AND BEING SUBTENDED BY A CHORD
WHICH BEARS SOUTH 09°10'01" EAST 167.62 FEET;
THENCE SOUTH 10°08'56" EAST 9S.49 FEET;
THENCE NORTH 79°51'04" EAST 10.00 FEET;
THENCE SOUTH 10°08'56" EAST 164.38 FEET;
THENCE NORTH 79°51'04" EAST 7.00 FEET;
THENCE SOUTH 10°08'56" EAST 200.00 FEET;
THENCE SOUTH 79°S1'04" WEST 7.00 FEET;
THENCE SOUTH 10°08'56" EAST 322.27 FEET;
THENCE 550.79 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHEAST HAVING A RADIUS OF
880.00 FEET THROUGH CENTRAL ANGLE OF 35°51'41" AND BEING SUBTENDED BY A CHORD WHICH BEARS
SOUTH 28°04'46" EAST 541.84 FEET;
THENCE SOUTH 02°58'02" WEST 43.29 FEET;
8/14120Q3. 126483 v.~ 011-LMllle'
CA1143
03786-QO1-00(}. - 0
.-.. ...-' ----,--- -'-----'
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WI/808M/lief'
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New Directions In Planning, DesJfjn & Engineering 8F f,""t
, .f
DESCRIPTION OF PART OF
SECTIONS 4, 5, 8, 9, 16, AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST
AND PART OF SECTIONS 31, 32 AND 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST,
COLIER COUNIY, FLORIDA.
(S.RA LANDS)
THENCE SOUTH 59°31'47" EAST 485.37 FEET;
THENCE SOUTH 36°48'05" EAST 170.26 FEET;
THENCE SOUTH 18°05'46" EAST 197.68 FEET;
THENCE SOUTH 04°45'28" EAST 334.16 FEET;
THENCE SOUTH 37"35'44" EAST 190,78 FEET;
THENCE SOUTH 48°41'00" EAST 208.36 FEET;
THENCE SOUTH 49°57'47" EAST 140.57 FEET;
THENCE SOUTH 52°11'11" EAST 138.06 FEET;
THENCE SOUTH 33°10'11" EAST 169.53 FEET;
THENCE SOUTH 26°51'00" EAST 604.84 FEET;
THENCE SOUTH 26°43'42" EAST 352.42 FEET;
THENCE SOUTH 19°59'25" EAST 242.07 FEET;
THENCE SOUTH 36°55'06" EAST 207.95 FEET;
THENCE SOUTH 37"29'54" EAST 217.89 FEET;
THENCE SOUTH 29°47'57" EAST 101.25 FEET;
THENCE SOUTH 14°46'59" EAST 83.29 FEET; I
THENCE 348.39 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR C,URVE CONCAVE WEST HAVING A
RADIUS OF 723.88 FEET THROUGH A CENTRAL ANGLE OF 27°34'32" AND BEING SUBTENDED BY A CHORD WHICH
BEARS SOUTH 15°55'37" EAST 345.04 FEET;
THENCE NORTH 90°00'0" EAST 100.38 FEET;
THENCE 103.20 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE WEST HAVING A
RADIUS OF 1,415.00 FEET THROUGH A CENTRAL ANGLE OF 04°10'43" AND BEING SUBTENDEP'OßY A. CHORD
WHICH BEARS SOUTH 02°42'50" EAST 103.17 FEET; ',;"¡
THENCE SOUTH 00°37'28" EAST 84.33 FEET; , I
THENCE NORTH 90°00'00' WEST 71.80 FEET;
THENCE SOUTH 00°38'46" EAST 3,444.22 FEET;
THENCE 224.06 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WEST HAVING A RADIUS OF 2,705.00
FEET THROUGH CENTRAL ANGLE OF 04°44'45" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH
01°43'36" WEST 223.99 FEET;
THENCE SOUTH 04°05'59" WEST 217.57 FEET;
THENCE 153.39 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EAST HAVING A RADIUS OF 2,295.00
FEET THROUGH CENTRAL ANGLE OF 03°49'46" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH
02°11'06" WEST 153.36 FEET;
THENCE SOUTH 06°34'56" EAST 1,190.33 FEET TO THE NORTH RIGHT-OF-WAY LINE OF OIL WELL ROAD;
THENCE ALONG SAID RIGHT-OF-WAY LINE SOUTH 88°54'34" WEST 256,78 FEET TO THE POINT OF BEGINNING OF
THE PARCEL HEREIN DESCRIBED.
CONTAINING 959.61 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD.
BEARINGS ARE BASED ON THE SOUTH LINE OF SECTION 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, COLLIER
COUNTY, FLORIDA BEING SOUTH 88°57'06" WEST.
08-13-03
DATE
REF. 2H-48PDA
W.O.: 03786-001-000-MABS2
DATE: 08-13-03
8/1412003- 126483 Ver 011- LMllier
CAM43
03786-001.QOo. . 0
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{¡;:;~,
AVE MARIA PRELIMINARY STEWARDSHIP
RECEIVING AREA CREDIT AGREEMENT
THIS AVE MARIA PRELIMINARY STEWARDSHIP RECEIVING AREA CREDIT
AG~EMENT (hereinafter referred to as the "Agreement") is made and entered this
2~ - day of ~~O\ , 2004, 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, 3301 East Tamiami Trail, Naples, Florida
34112, and New Town Development, LLLP, a Florida Limited Liability Limited
Partnership, hereinafter referred to as " New Town", who mailing address is 2600
Golden Gate Parkway, Naples, Florida 34105, for the purpose of designating the
number of Stewardship Sending Area (SSA) Credits transferred in exchange for the
designation of that development described below and hereinafter referred to as "Ave
Maria" as a Stewardship Receiving Area, specifying the source of those SSA credits.
RECIT ALS
1. New Town has applied for Stewardship Receiving Area ("SRA")
designation for Ave Maria, which includes the initial phases of Ave Maria
University and the Town of Ave Maria, jointly referred to as "Ave Maria",
which is approximately 960 acres in size.
2. The County has reviewed the SRA Designation Application, along with all
support documentation and information required by Section 2.2.27 of the
Collier County Land Development Code (LDC) and determined that SRA
designation for Ave Maria is appropriate.
3. The County and New Town have reached agreement on the number of
Stewardship Sending Area Credits ("Stewardship Credits") required to be
utilized for such designation.
4. The County and New Town agree that this Preliminary SRA Credit
Agreement is in compliance with and fully meets the requirements of the
Collier County Growth Management Plan and LDC in effect as of the date
of this Agreement.
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. New Town is hereby transferring 5064 Stewardship Credits which shall be
applied to the SRA land described in Exhibit "A" in order to carry out the
plan of development on the 960 acres proposed in the Ave Maria
Development Document and summarized hereinafter.
- EXHIBIT B
-
. ..- "...-,......--.............- ._-- ---..-"..-
dF ~. ~
;:"*¡
2. Exhibit "A" is the legal description of the 960 acres that constitute the Ave
Maria SRA.
3. Pursuant to LDC Section 2.2.27.10.C.6, an SRA designation may be
submitted prior to a Development of Regional Impact Application for
Development Approval, in conjunction with a Preliminary Development
Agreement application. That process was followed here, and the County
has been requested to enter into this Preliminary SRA Credit Agreement
pursuant to LDC Section 2.2.27.10.D.11 establishing those Stewardship
Credits needed in order to develop the Preliminary Development
Agreement authorized development.
4. Attached hereto is Exhibit "B", the Ave Maria Master Plan, which depicts
the land uses within the SRA. Also attached as Exhibit "C" is the Ave
Maria Land Use Summary which identifies the number of residential
dwelling units, gross leasable square footage of retail and office uses, and
the other land uses depicted on the Ave Maria Master Plan.
5. Pursuant to LDC Section 2.2.27.10.B.2., the designation of an SRA
requires eight Stewardship Credits to be transferred to an SRA in
exchange for the development of one acre of land within Ave Maria. New
Town is transferring enough Stewardship Credits to allow development on
633 acres, although there are less than 633 acres within Ave Maria that
require the transfer of Credits, since the open space within the Town of
Ave Maria exceeds 35% and the designation of Ave Maria University does
not consume Credits. This excess open space may be designated for
development in the subsequent Development of Regional Impact or may
be utilized as part of the required open space for said Development of
Regional Impact. However, once the 5064 credits are transferred, they
may not be recaptured by New Town.
6. New Town will be utilizing credits generated from SSA Application Number
AR-4359, which is designating Stewardship Sending Areas 1 - 4
respectively and which is expected to generate 7883.6 SSA Stewardship
Credits.
7. Pursuant to Resolution 2004 - ~, approved on March 23, 2004, the
County has approved Ave Maria as an SRA consisting of 960 acres and
has approved the Ave Maria Master Plan and Development Document.
8. New Town, as applicant, acknowledges that development of SRA land
may not commence until the applicant has recorded an SRA Credit
Agreement Memorandum with the Collier County Clerk of Courts.
"-,, -.---. "----
8F
9. This Agreement may only be amended by written agreement of all the
parties hereto.
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be
executed by their duly authorized officers or representative and their official seals hereto
affixed the day and year first written above.
.." . ,.., '. :.' , . . , , , "',
......'.:'.<::;}}:.;"~.\ . . . BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
-
\'...'-'~<~~k By:
'-. -", DW1GH-T E; BRbCK, C E K
"""- > "':.~'.~.,' DI""S
", '".sitnatïre.1,.' . Item # <if
PPROVED AS TO FORM AND /J(1"-n,ja~
L AL J~Y , . ,"""
[,:5te 4./
f,¿;(p 14 ¥i
;:--,- , ). (}
,.<;",u . -'- -
By: Patrick G. White
Assistant County Attorney
NEW TOWN DEVELOPMENT, LLLP.,
A Florida Limited Liability Limited Partnership
WITNESSES:
//
(LA J!..) II /)¡, ' -"
,x 1.,t:~)f .. c_/ / / ¡, etA., By:
(Signa~Á1l;L YN A. 8HA W P J. Marinelli
resident
(Print full name)
~/'.Æ {} D.o'~ ~
~nature) .
I) ß1 L ,4 ]) / F £.K:E /ê>
(Print full name)
--- . --- --,...,---,..
8F "
FLo~\1JA
STATE OF
COUNTY OF Cf)LL\$
The foregoing Ave Maria Preliminary Stewardship Receiving Area Credit Agreement
was executed before me this krf.-~day of ~, 2004, by PAUL J.
MARINELLI, as President of BA RON COLLIER CORPORATION, a General Partner in
NEW TOWN, LLLP, a Florida Limited Liability Limited Partnership.
~ rJ;. ~
\""" S L M t Notary Public
,"~:.I'\Y p¡JII" ligan . a UfO Name $v> frtJ t.... /h"ív~
f j,~i!%-; ComrniBsWn tI œ 967157
:"~\ j':':E Expires Oct. 15.2004 Certificate No.
~7':'/o",~¿~::: Bonded TImI My Commission expires
IIIIß~I\~\"" Atlantic Bonding Co., Iœ.
,'0" . "-_,0 - -.--,
8F þ""
LIST OF EXHIBITS
Preliminary Stewardship Receiving Area Credit Agreement
Exhibit "A" SRA Land Legal Description
Exhibit "B" Ave Maria Master Plan Land Uses within the SRA
Exhibit "C" Ave Maria Land Use Summary
F:\wpdocs\LlT\GLV\New Town Development\Ave Maria\Legal Docs\Preliminary SRA Credit Agreement.doc
-- -----. .-----
WilSÔnMiller UY
... f'il
New Directions In Planning, Design & Engineering 8F
,
EXHIBIT "A"
DESCRIPTION OF PART OF
SECTIONS 4,5,8,9, 16, AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST
AND PART OF SECTIONS 31,32 AND 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST,
COLLIER COUNTY, FLORIDA.
(P.D.A. LANDS)
COMMENCING ATTHE SOUTHEAST CORNER OF SECTION 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, COLLIER
COUNTY, FLORIDA;
THENCE NORTH 01°04'10" WEST 50.00 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF OIL WELL
ROAD THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED;
THENCE ALONG SAID RIGHT-OF-WAY LINE SOUTH 88°57'06" WEST 152.15 FEET;
THENCE LEAVING SAID RIGHT-OF-WAY LINE NORTH 01°07'23" WEST 300.01 FEET;
THENCE NORTH 88°56'07" EAST 25.00 FEET;
THENCE NORTH 01 °07'23" WEST 828.81 FEET;
THENCE 233.80 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EAST HAVING A RADIUS OF 2,565.00
FEET THROUGH CENTRAL ANGLE OF 05°13'21" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH
01°29'17" EAST 233.72 FEET;
THENCE NORTH 04°05'59" EAST 217.57 FEET;
THENCE 201.69 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WEST HAVING A RADIUS OF 2,435.00
FEET THROUGH CENTRAL ANGLE OF 04°44'45" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH
01 °43'37" EAST 201.63 FEET;
THENCE NORTH 00°38'46" WEST 3,447.26 FEET; 0>,
.J'
THENCE NORTH 90°00'00" WEST 88.21 FEET; :
THENCE NORTH 00°37'28" WEST 68.71 FEET; I
THENCE SOUTH 89°50'44" WEST 459.34 FEET;
THENCE NORTH 14°18'07" EAST 815.51 FEET;
THENCE 262.16 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE NORTHEAST
HAVING A RADIUS OF 1,704.00 FEET THROUGH A CENTRAL ANGLE OF 08°48'54" AND BEING SUBTENDED BY A
CHORD WHICH BEARS NORTH 27"44'52" WEST 261.90 FEET;
THENCE NORTH 23°20'25" WEST 200.98 FEET;
THENCE 174.95 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A RADIUS OF
2,856.00 FEET THROUGH CENTRAL ANGLE OF 03°30'35" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 25°05'43" WEST 174.92 FEET;
THENCE NORTH 26°51'00" WEST 376.20 FEET;
THENCE 408.42 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A RADIUS OF
942.00 FEET THROUGH CENTRAL ANGLE OF 24°50'30" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 39°16'15" WEST 405.23 FEET;
THENCE NORTH 51°41'30" WEST 198.82 FEET;
THENCE 625.00 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHEAST HAVING A RADIUS OF
944.00 FEET THROUGH CENTRAL ANGLE OF 37°56'04" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 32°43'28" WEST 613.65 FEET;
THENCE NORTH 13°45'26" WEST 203.04 FEET;
THENCE 450.95 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A RADIUS OF
656.00 FEET THROUGH CENTRAL ANGLE OF 39°23'12" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 33°27'02" WEST 442.13 FEET;
THENCE NORTH 53°08'38" WEST 165.44 FEET;
THENCE 850.96 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHEAST HAVING A RADIUS OF
1,134.00 FEET THROUGH CENTRAL ANGLE OF 42°59'42" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 31°38'47" WEST 831.13 FEET;
THENCE NORTH 10°08'56" WEST 331.86 FEET;
THENCE NORTH 79°44'18"WEST 326.16 FEET;
THENCE NORTH 70°06'21" WEST 478.54 FEET;
THENCE NORTH 76°56'51" WEST 752.14 FEET;
THENCE NORTH 73°56'33" WEST 22.49 FEET;
THENCE NORTH 11°21'52" EAST 53.64 FEET;
THENCE NORTH 06°58'17" WEST 43.67 FEET;
THENCE NORTH 60°20'46" EAST 94.06 FEET;
Offices strategically located to serve our clients 800.649.4336
8J18/2003-1264B3 Vec 01!- LMIIINaples/Corporate OffIce 3200 Bailey Lane, Suite 200. Naples, Florida 34105 . 239.649.4040 . Fax 239.643.5116
wllsonmll/er.com
Wl/sonMIII.,!nc. - FL Lic.# LC-COOO170
.-..-.
WllSO8Mliler
"
New Directions In Planning, Design & Engineering dF i'-'
DESCRIPTION OF PART OF
SECTIONS 4,5,8,9, 16, AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST
AND PART OF SECTIONS 31, 32 AND 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST,
COLIER COUNTY, FLORIDA
(SRA. LANDS)
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;
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; I
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 136.05 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 3,104.72 FEET;
THENCE NORTH 76°23'06" WEST 610.78 FEET;
THENCE NORTH 31°01'09" EAST 504.09 FEET;
THENCE NORTH 02°29'11" WEST 1,017.09 FEET;
THENCE NORTH 87°30'49" EAST 308.56 FEET;
THENCE NORTH 02°29'11" WEST 304.14 FEET;
THENCE SOUTH 87°30'49" WEST 1,366.76 FEET;
THENCE NORTH 02°29'11" WEST 1 ,235.57 FEET;
THENCE SOUTH 87°30'49" WEST 128.48 FEET;
THENCE 56.19 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTH, HAVING A RADIUS OF 359.94
FEET THROUGH A CENTRAL ANGLE OF 08°56'38", SUBTENDED BY A CHORD WHICH BEARS SOUTH 89°29'57"
WEST, 56.13 FEET;
THENCE 290.41 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTH, HAVING A RADIUS OF 1,317.54
FEET THROUGH A CENTRAL ANGLE OF 12°37'44" SUBTENDED BY A CHORD WHICH BEARS SOUTH 87"39'25"
WEST 289.82 FEET TO A POINT OF REVERSE CURVATURE;
THENCE 63.22 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTH, HAVING A RADIUS OF 545.85
FEET THROUGH A CENTRAL ANGLE OF 06°38'08" SUBTENDED BY A CHORD WHICH BEARS SOUTH 84°39'37"
WEST 63.18 FEET TO A POINT OF REVERSE CURVATURE;
THENCE 51.02 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHEAST, HAVING A RADIUS OF
30.00 FEET THROUGH A CENTRAL ANGLE OF 97°26'06" SUBTENDED BY A CHORD WHICH BEARS SOUTH 39°15'38"
WEST 45.09 FEET;
THENCE 301.67 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE WEST HAVING A
RADIUS OF 1,227.89 FEET THROUGH A CENTRAL ANGLE OF 14°04'35" AND BEING SUBTENDED BY A CHORD
WHICH BEARS SOUTH 02°42'13" EAST 300.91 FEET;
8/1412003- 126483 Ver: 01!- LMilier
CA#43
03766-001-000- - 0
... -. -.. --.. . ",----
-""-----
WïlSOnMïller
"
New Directions In Planning, Design & Engineering
DESCRIPTION OF PART OF 8F
SECTIONS 4, 5, 8, 9,16, AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST
AND PART OF SECTIONS 31, 32 AND 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST,
COLIER COUNTY. FLORIDA
(S,RA LANDS)
THENCE 124.12 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE EAST HAVING A
RADIUS OF 499.46 FEET THROUGH A CENTRAL ANGLE OF 14°14'20" AND BEING SUBTENDED BY A CHORD WHICH
BEARS SOUTH 02°47'00" EAST 123.80 FEET;
THENCE SOUTH 89°59'32" WEST 328-87 FEET;
THENCE 119.31 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTHEAST
HAVING A RADIUS OF 79.84 FEET THROUGH A CENTRAL ANGLE OF 85°36'53" AND BEING SUBTENDED BY A
CHORD WHICH BEARS SOUTH 44°59'53" WEST 108.51 FEET;
THENCE SOUTH 00°00'14" WEST 477.81 FEET;
THENCE 157.68 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE NORTH HAVING A
RADIUS OF 1,148.59 FEET THROUGH A CENTRAL ANGLE OF Or51 '57" AND BEING SUBTENDED BY A CHORD
WHICH BEARS NORTH 89°02'10" WEST 157.56 FEET TO A POINT OF REVERSE CURVATURE;
THENCE 39.32 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTH, HAVING A RADIUS OF 374.58
FEET THROUGH A CENTRAL ANGLE OF 06°00'54" SUBTENDED BY A CHORD WHICH BEARS NORTH 88°06'39"
WEST 39.31 FEET TO A POINT OF REVERSE CURVATURE;
THENCE 43.80 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTH, HAVING A RADIUS OF 110.00
FEET THROUGH A CENTRAL ANGLE OF 22°48'48" SUBTENDED BY A CHORD; WHICH BEARS NORTH 79°42'42"
WEST 43.51 FEET;
THENCE NORTH 68°18'18" WEST 231.88 FEET;
THENCE NORTH 32°23'59" EAST 24.06 FEET;
THENCE 334.86 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE WEST HAVING A
RADIUS OF 272.47 FEET THROUGH A CENTRAL ANGLE OF 70°24'53" AND BEING SUBTENDED BY A CHORD WHICH
BEARS NORTH 06°25'01" WEST 314.18 FEET;
THENCE NORTH 41°37'27" WEST 133.20 FEET; '",:':/
THENCE 184.59 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING À RADIUS OF
573.31 FEET THROUGH CENTRAL ANGLE OF 18°26'51" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 50°50'52" WEST 183.79 FEET; .
THENCE NORTH 60°04'18" WEST 149.31 FEET;
THENCE 44.35 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EAST HAVING A RADIUS OF 30.00 FEET
THROUGH CENTRAL ANGLE OF 84°41'37" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 1r43'29"
WEST 40.42 FEET;
THENCE NORTH 24°37'19" EAST 671.68 FEET;
THENCE NORTH 87°30'49" EAST 2,189.29 FEET;
THENCE 624.77 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHWEST HAVING A RADIUS OF
845.00 FEET THROUGH CENTRAL ANGLE OF 42°21'46" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 66°19'56" EAST 610.63 FEET;
THENCE NORTH 45°09'03" EAST 893.05 FEET;
THENCE 1,931.65 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTHWEST
HAVING A RADIUS OF 3,854.60 FEET THROUGH A CENTRAL ANGLE OF 28°42'45" AND BEING SUBTENDED BY A
CHORD WHICH BEARS SOUTH 39°44'44" EAST 1,911.50 FEET;
THENCE NORTH 87°30'45" EAST 512.97 FEET;
THENCE 835.82 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHWEST HAVING A RADIUS OF
786.05 FEET THROUGH CENTRAL ANGLE OF 60°55'24" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 57°03'03" EAST 796.99 FEET;
THENCE NORTH 26°35'21" EAST 87.01 FEET;
THENCE SOUTH 64°51'28" EAST 267.96 FEET;
THENCE SOUTH 25°08'32" WEST 521.00 FEET;
THENCE SOUTH 64°51'28" EAST 1,058.09 FEET;
THENCE NORTH 87°30'49" EAST 99.09 FEET;
THENCE NORTH 76°26'09" EAST 343.38 FEET;
THENCE SOUTH 13°33'51" EAST 645.07 FEET;
THENCE NORTH 76°26'09" EAST 828.93 FEET;
THENCE SOUTH 02°29'11" EAST 1,541.28 FEET;
THENCE SOUTH 58°28'52" EAST 1,091.94 FEET;
THENCE SOUTH 72°24'55" EAST 123.57 FEET;
THENCE SOUTH 00°50'18" EAST 2,778.59 FEET;
THENCE NORTH 65°50'45" WEST 1,440.28 FEET;
THENCE NORTH 68°25'29" WEST 1,163.95 FEET;
THENCE SOUTH 01 °08'28" EAST 478.62 FEET;
THENCE SOUTH 08°02'24" EAST 248.97 FEET;
THENCE SOUTH 11 °45'27" EAST 99.84 FEET;
THENCE SOUTH 84°37'57" WEST 532.09 FEET;
THENCE NORTH 69°57'30" WEST 320.60 FEET;
811412003-126483 Va<: 011. LMIII.r
CM43
03786-001.00(}' - 0
.... --. .--_....
WllsonMlller SF .
...
New Directions In Planning, Design & Engineering
DESCRIPTION OF PART OF
SECTIONS 4, 5, 8, 9,16, AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST
AND PART OF SECTIONS 31, 32 AND 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST,
COLIER COUNTY, FLORIDA
(S.RA LANDS)
THENCE NORTH 72°10'52" WEST 149.13 FEET;
THENCE SOUTH 8r32'49" WEST 120.64 FEET;
THENCE SOUTH 75°40'19" WEST 113.40 FEET;
THENCE SOUTH 76°54'37" WEST 137.53 FEET;
THENCE SOUTH 78°04'44" WEST 137.61 FEET;
THENCE SOUTH 85°59'31" WEST 147.36 FEET;
THENCE SOUTH 8r16'51" WEST 78.27 FEET;
THENCE SOUTH 79°33'25" WEST 91.52 FEET;
THENCE SOUTH 73°47'26" WEST 121.85 FEET;
THENCE NORTH 70°11'35" WEST 56.27 FEET;
THENCE NORTH 44°01'39" WEST 41.89 FEET;
THENCE NORTH 3r14'40" WEST 109.33 FEET;
THENCE NORTH 32°15'20" WEST 109.79 FEET;
THENCE NORTH 24°04'55" WEST 113.34 FEET;
THENCE NORTH 11 °44'07" WEST 98.88 FEET;
THENCE NORTH 05°22'50" WEST 73.74 FEET;
THENCE NORTH 00°30'16" WEST 115.82 FEET;
THENCE NORTH 26°19'34" WEST 22.24 FEET;
THENCE NORTH 76°35'34" WEST 126.09 FEET;
THENCE NORTH 79°39'00" WEST 108.03 FEET
THENCE SOUTH 28°45'11" WEST 137.49 FEET;
THENCE SOUTH 17°40'09" WEST 176.68 FEET;
THENCE SOUTH 04°39'56" WEST 145.63 FEET; . ./1
THENCE SOUTH 02°41'36" WEST 138.35 FEET; , I
THENCE SOUTH 08°59'39" WEST 128.97 FEET;
THENCE SOUTH 06°08'58" WEST 179.87 FEET;
THENCE SOUTH 05°17'07" EAST 87.75 FEET;
THENCE SOUTH 02°40'09" WEST 147.05 FEET;
THENCE SOUTH 01°54'04" WEST 161.29 FEET;
THENCE SOUTH 77°52'29" EAST 3.04 FEET;
THENCE SOUTH 74°35'46" EAST 51.77 FEET;
THENCE SOUTH 70°01'38" EAST 58.92 FEET;
THENCE SOUTH 69°06'31" EAST 47.50 FEET;
THENCE SOUTH 71°12'32" EAST 33.37 FEET;
THENCE SOUTH 73°24'49" EAST 89.77 FEET;
THENCE SOUTH 73°01'38" EAST 34.47 FEET;
THENCE SOUTH 74°32'23" EAST 112.54 FEET;
THENCE SOUTH 72°17'25" EAST 62.46 FEET;
THENCE SOUTH 71°01'40" EAST 34.26 FEET;
THENCE SOUTH 02°29'11" EAST 709.84 FEET;
THENCE NORTH 75°50'56" WEST 444.27 FEET;
THENCE SOUTH 08°23'55" EAST 37.78 FEET;
THENCE SOUTH 42°50'19" WEST 13.27 FEET;
THENCE NORTH 7r17'33" WEST 6.20 FEET;
THENCE SOUTH 55°37'11" WEST 24.49 FEET;
THENCE SOUTH 45°00'00" WEST 16.48 FEET;
THENCE SOUTH 59°32'04" EAST 10.45 FEET;
THENCE SOUTH 53°07'49" EAST 8.74 FEET;
THENCE 167.63 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE EAST HAVING A
RADIUS OF 4,890.00 FEET THROUGH A CENTRAL ANGLE OF 01 °57'51" AND BEING SUBTENDED BY A CHORD
WHICH BEARS SOUTH 09°10'01" EAST 167.62 FEET;
THENCE SOUTH 10°08'56" EAST 95.49 FEET;
THENCE NORTH 79°51'04" EAST 10.00 FEET;
THENCE SOUTH 10°08'56" EAST 164.38 FEET;
THENCE NORTH 79°51'04" EAST 7.00 FEET;
THENCE SOUTH 10°08'56" EAST 200.00 FEET;
THENCE SOUTH 79°51'04" WEST 7.00 FEET;
THENCE SOUTH 1 0°08'56" EAST 322.27 FEET;
THENCE 550.79 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHEAST HAVING A RADIUS OF
880.00 FEET THROUGH CENTRAL ANGLE OF 35°51'41" AND BEING SUBTENDED BY A CHORD WHICH BEARS
SOUTH 28°04'46" EAST 541.84 FEET;
THENCE SOUTH 02°58'02" WEST 43.29 FEET;
8/1412003- 126483 Vec 01'. LMlller
CA#43
03786-001-000- - 0
-,.--. ---.
WïlsonMïller
... ,
New Directions In Planning, Design & Engineering 8F
DESCRIPTION OF PART OF
SECTIONS 4, 5, 8, 9, 16, AND [7, TOWNSHIP 48 SOUTH, RANGE 29 EAST
AND PART OF SECTIONS 31, 32 AND 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST,
COLIER COUNTY, FLORIDA
(S.RA LANDS)
THENCE SOUTH 59°31'47" EAST 485.37 FEET;
THENCE SOUTH 36°48'05" EAST 170.26 FEET;
THENCE SOUTH 18°05'46" EAST 197.68 FEET;
THENCE SOUTH 04°45'28" EAST 334.16 FEET;
THENCE SOUTH 37°35'44" EAST 190.78 FEET;
THENCE SOUTH 48°41'00" EAST 208.36 FEET;
THENCE SOUTH 49°57'47" EAST 140.57 FEET;
THENCE SOUTH 52°11'11" EAST 138.06 FEET;
THENCE SOUTH 33°10'11" EAST 169.53 FEET;
THENCE SOUTH 26°51'00" EAST 604.84 FEET;
THENCE SOUTH 26°43'42" EAST 352.42 FEET;
THENCE SOUTH 19°59'25" EAST 242.07 FEET;
THENCE SOUTH 36°55'06" EAST 207.95 FEET;
THENCE SOUTH 37°29'54" EAST 217.89 FEET;
THENCE SOUTH 29°47'57" EAST 101.25 FEET;
THENCE SOUTH 14°46'59" EAST 83.29 FEET; i
THENCE 348.39 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR C,uRVE CONCAVE WEST HAVING A
RADIUS OF 723.88 FEET THROUGH A CENTRAL ANGLE OF 27"34'32" AND BEING SUBTENDED BY A CHORD WHICH
BEARS SOUTH 15°55'37" EAST 345.04 FEET;
THENCE NORTH 90°00'0. EAST 100.38 FEET;
THENCE 103.20 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE WEST HAVING A
RADIUS OF 1,415.00 FEET THROUGH A CENTRAL ANGLE OF 04°10'43" AND BEING SUBTENDEÇlBY A CHORD
WHICH BEARS SOUTH 02°42'50" EAST 103.17 FEET; : /1
THENCE SOUTH 00°37'28" EAST 84.33 FEET; : I
THENCE NORTH 90°00'00. WEST 71.80 FEET;
THENCE SOUTH 00°38'46" EAST 3,444.22 FEET;
THENCE 224.06 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WEST HAVING A RADIUS OF 2,705.00
FEET THROUGH CENTRAL ANGLE OF 04°44'45" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH
01°43'36" WEST 223.99 FEET;
THENCE SOUTH 04°05'59" WEST 217.57 FEET;
THENCE 153.39 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EAST HAVING A RADIUS OF 2,295.00
FEET THROUGH CENTRAL ANGLE OF 03°49'46" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH
02°11'06" WEST 153.36 FEET;
THENCE SOUTH 06°34'56" EAST 1,190.33 FEET TO THE NORTH RIGHT-OF-WAY LINE OF OIL WELL ROAD;
THENCE ALONG SAID RIGHT-OF-WAY LINE SOUTH 88°54'34" WEST 256.78 FEET TO THE POINT OF BEGINNING OF
THE PARCEL HEREIN DESCRIBED.
CONTAINING 959.61 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD.
BEARINGS ARE BASED ON THE SOUTH LINE OF SECTION 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, COLLIER
COUNTY, FLORIDA BEING SOUTH 88°57'06" WEST.
08-13-03
DATE
SS EMBOSSED WITH THE PROFESSIONAL'S SEAL.
REF. 2H-48PDA
W.O.: 03786-001-000-MABS2
DATE: 08-13-03
811412003- 126483 Veri 01'. LMllle'
CAtl43
03786-001-000- . 0
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Ave Maria - Land Use Summary
Town 632.79 Acres
Residential 950 Units
Retail (GLA) 90000 Sq. Ft.
Office (GLA) 35000 Sq. Ft.
Hotel 110 Rooms
Civic 15000 Sq. Ft.
Services District 42.99 Acres
Open Space 260.54 Acres
School (K-8) 300 Students
University 326.82 Acres
Total SRA 959.61 Acres
2/19/2004-125759 Ve" 011- AJenkins
e.,43
03786-001-Q00- PWRK- 27165
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EXHIBIT "c"
1. Revise the Ave Maria Development Document to demonstrate an exemption to
Sections 2.4.5.1 through 2.4.7.5 of the Land Development Code. The remaining
LDC development standards shall be applicable except where the standards are
specifically different in the Town Plan, then the standards of the Town Plan shall
govern. 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.
2. Delete from the Ave Maria Development Document the provision for "creative
signs."
3. Revise the Ave Maria Development Document to limit heights of accessory
structures in the Community General Context Zone to a maximum height of
seventy-five (75) feet, with the exception of communication towers which shall be
limited to a maximum height of 100 feet.
4. All road ROW cross-sections in Ave Maria Development Document shall conform
to the cross-sections set forth in Section 2.2.27.10.J.1.b. of the Land
Development Code.
5. The Applicant shall address sheltering and storm refuge for urban area residents
at the Development of Regional Impact stage of review.
6. The Applicant shall submit a more detailed fiscal neutrality analysis at the
Development of Regional Impact stage of review, specifically to include the
development of Ave Maria University on the fiscal analysis.
7. The Applicant shall address the requirements for workforce housing for the SRA
at the Development of Regional Impact stage of review.
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