HomeMy WebLinkAboutGM-09-035 - Prima Vista Commons - SB 360 Extension
. JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT
SAINT LUCIE COUNTY
FILE # 3426972 12!31/2009 at 01:14 PM
OR BOOK 3159 PAGE 275 - 281 Doc Type: ORD
RECORDING: $61.00
1 GM-09-035
2 (File No. MJSP 04-003)
3
4
5 AN ORDER GRANTING A TWO-YEAR STATUTORY
6 EXTENSION PROVIDED BY THE COMMUNITY RENEWAL
~ ACT TO THE SCHEDULED EXPIRATION DATE TO THE
a PREVIOUSLY APPROVED MAJOR SITE PLAN FOR THE
9 PROJECT TO BE KNOWN AS PRIMA VISTA COMMONS.
10
11 WHEREAS, the St. Lucie County Growth Management Director has reviewed the request for
12 Development Order extension timely submitted and in accordance with the provisions of The
13 Community Renewal Act on behalf of Dybra PSL Development, LLC and G M S G Port St Lucie
14 Partners and has made the following determinations:
15
16 1. On, August 28, 2007, the St. Lucie County Board of County Commissioners granted
i~ approval, through Resolution No. 07-261, to the petition of Dybra PSL Development,
18 LLC and G M S G Port St Lucie Partners for the Major Site Plan approval for the project
19 to be known as Prima Vista Commons, on property located at the northeast corner of the
20 intersection of Prima Vista Boulevard and Lennard Road, and more particularly
21 described in Part D below.
22
23 2. On, June 1, 2009, Florida Governor Charlie Crist, signed into law, Chapter 2009-96,
24 Laws of Florida, more commonly known as the "Community Renewal Act" (the "ACT").
25
26 3. The Act provides that in recognition of the 2009 real estate market conditions, any local
27 government issued development order or permit that has an expiration date of
28 September 1, 2008 through January 1, 2012, may be eligible to be extended and
2 9 renewed for a period of two (2) years following its date of expiration.
30
31 4. The Act further provides that the request for statutory extension must be timely made in
32 writing by December 31, 2009; identify the specific authorization for which the extension
33 is requested, the intended use of the extension and the anticipated time frame for acting
34 on the authorization.
35
36 5. Further, pursuant to the Act, the request for statutory extension must be reviewed by
37 Growth Management staff and found not to be in significant noncompliance with the
38 original St. Lucie County development order granting approval.
39
4 0 6. Any extension granted pursuant to the Act, is the result of the St. Lucie County Board of
41 County Commissioners' good faith interpretation of the Act. By accepting this extension,
42 the applicant acknowledges that there are portions of the Act that are ambiguous, and
43 that there are contrary interpretations of the Act. The applicant also acknowledges that
44 the constitutionality of the Act has been challenged. Accordingly, by accepting this
File No.: MJSP 04-003 GM Order 09-035
December 21, 2009 Page 1
1 extension, the applicant agrees to hold St. Lucie County harmless in the event a court of
2 competent jurisdiction determines that the extension granted by St. Lucie County were
3 not legally granted, or in the event that the extension is subsequently revoked based on
4 the constitutional challenge to the Act.
5
6 7. This statutory extension is exclusive of and runs concurrently with any request for
~ approval extension that may be provided by the St Lucie County Land Development
8 Code. Any Land Development Code extension must be applied for, reviewed and
9 approved in accordance with the provisions of the Land Development Code.
10
11 NOW, THEREFORE, BE IT ORDERED by the St. Lucie county Growth Management Director
12 for County Commissioners of St. Lucie County, Florida:
13
14 A. Pursuant to the provisions of the "Community Renewal Act" of 2009, the Major Site Plan
15 approval for the project to be known as Prima Vista Commons has been found to be
16 eligible for and consistent with the provisions contained in Section 14 of SB 360 such
17 that the approval granted under that Resolution is extended for two years from its date of
18 scheduled expiration, February 1, 2009 and shall now expire February 1, 2011.
19
20 B. All terms and conditions of Resolution No. 07-261, shall continue to remain in full force
21 and effect unless otherwise amended.
22
23 C. In the event that a court determines that the Act is unconstitutional, the extension
24 granted by this order shall become null and void.
25
26 D. The property on which this development order extension is being granted is described as
2 ~ follows:
28
29 LEGAL DESCRIPTION:
30 THE SOUTH HALF OF LOT 8 AND ALL OF LOTS 9, 10, AND 11, BLOCK 2, ST. LUCIE
31 GARDENS, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK
32 1, PAGE(S) 35, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTION
33 23, TOWNSHIP 36 SOUTH, RANGE 40 EAST,
34
35 LESS AND EXCEPT THE FOLLOWING TWO PARCELS:
36
37 PARCEL B:
38 THAT PORTION OF LOTS 9 AND 10, BLOCK 2, ST. LUCIE GARDENS, LOCATED IN
39 SECTION 23, TOWNSHIP 36 SOUTH, RANGE 40 EAST, AS RECORDED IN PLAT BOOK 1,
40 PAGE 35, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, MORE
41 PARTICULARLY DESCRIBED AS FOLLOWS:
42
43 COMMENCING AT A 5/8 INCH IRON ROD AND CAP STAMPED "LB 1221" MARKING THE
44 SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SECTION 23, TOWNSHIP 36
45 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA THENCE NORTH 00 DEGREES 15
46 MINUTES 06 SECONDS WEST ALONG THE WEST LINE OF SAID QUARTER, A DISTANCE
47 OF 40.00 FEET; THENCE DEPARTING SAID WEST LINE RUN SOUTH 89 DEGREES 58
File No.: MJSP 04-003 GM Order 09-035
December 21, 2009 Page 2
1 MINUTES 47 SECONDS EAST ALONG THE EASTERLY EXTENSION OF THE NORTH RIGHT-
2 OF-WAY OF TILTON ROAD A DISTANCE OF 15.00 FEET TO THE WEST LINE OF THE
3 AFORESAID LOT 10; THENCE NORTH 00 DEGREES 15 MINUTES 06 SECONDS WEST
4 ALONG SAID WEST LOT LINE A DISTANCE OF 34.15 FEET TO THE POINT OF BEGINNING,
5 BEING ANON-TANGENT POINT ON A CURVE CONCAVE TO THE SOUTHEAST HAVING A
6 RADIUS OF 815.00 FEET, A CENTRAL ANGLE OF 12 DEGREES 52 MINUTES 40 SECONDS,
7 A CHORD BEARING OF NORTH 40 DEGREES 49 MINUTES 36 SECONDS EAST, AND A
8 CHORD LENGTH OF 182.79 FEET; THENCE FROM A TANGENT BEARING OF NORTH 34
9 DEGREES 23 MINUTES 16 SECONDS EAST DEPARTING SAID WEST LOT LINE RUN
10 NORTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 183.18 FEET TO THE
11 POINT OF TANGENCY; THENCE NORTH 47 DEGREES 15 MINUTES 56 SECONDS EAST A
12 DISTANCE OF 115.25 FEET; THENCE NORTH 05 DEGREES 05 MINUTES 24 SECONDS
13 EAST A DISTANCE OF 66.96 FEET TO ANON-TANGENT POINT ON A CURVE CONCAVE TO
14 THE NORTHEAST HAVING A RADIUS OF 1130.0 FEET, A CENTRAL ANGLE OF 27
15 DEGREES 33 MINUTES 10 SECONDS, A CHORD BEARING OF NORTH 23 DEGREES 22
16 MINUTES 26 SECONDS WEST, AND A CHORD LENGTH OF 538.18 FEET; THENCE FROM A
17 TANGENT BEARING OF NORTH 37 DEGREES 09 MINUTES 01 SECOND EAST RUN
18 NORTHWESTERLY ALONG SAID CURVE AN ARC DISTANCE OF 543.40 FEET TO THE
19 WEST LINE OF THE AFORESAID LOT 9; THENCE SOUTH 00 DEGREES 15 MINUTES 06
20 SECONDS EAST ALONG SAID WEST LOT LINE A DISTANCE OF 777.25 FEET TO THE
21 POINT OF BEGINNING. CONTAINING 1.72 ACRES, MORE OR LESS.
22
23 AND,
24
25 PARCEL C:
26 THAT PORTION OF LOT 10, BLOCK 2, ST. LUCIE GARDENS, LOCATED IN SECTION 23,
27 TOWNSHIP 36 SOUTH, RANGE 40 EAST, AS RECORDED IN PLAT BOOK 1, PAGE 35, OF
28 THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, MORE PARTICULARLY
29 DESCRIBED AS FOLLOWS:
30
31 COMMENCING AT A 5/8 INCH IRON ROD AND CAP STAMPED "LB 1221" MARKING THE
32 SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SECTION 23, TOWNSHIP 36
33 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA THENCE NORTH 00 DEGREES 15
34 MINUTES 06 SECONDS WEST ALONG THE WEST LINE OF SAID QUARTER, A DISTANCE
35 OF 40.00 FEET; THENCE DEPARTING SAID WEST LINE RUN SOUTH 89 DEGREES 58
36 MINUTES 47 SECONDS EAST ALONG THE NORTH RIGHT-OF-WAY OF TILTON ROAD AND
37 ITS EASTERLY EXTENSION A DISTANCE OF 151.08 FEET TO THE POINT OF BEGINNING,
38 THENCE CONTINUING SOUTH 89 DEGREES 58 MINUTES 47 SECONDS EAST ALONG SAID
39 NORTH RIGHT-OF-WAY A DISTANCE OF 448.33 FEET TO ANON-TANGENT POINT ON A
40 CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 1130.0 FEET, A CENTRAL
41 ANGLE OF 13 DEGREES 54 MINUTES 39 SECONDS, A CHORD BEARING OF NORTH 55
42 DEGREES 17 MINUTES 25 SECONDS WEST, AND A CHORD LENGTH OF 273.68 FEET;
43 THENCE FROM A TANGENT BEARING OF NORTH 62 DEGREES 14 MINUTES 45 SECONDS
44 WEST DEPARTING SAID NORTH RIGHT-OF-WAY RUN NORTHWESTERLY ALONG SAID
45 CURVE AN ARC DISTANCE OF 274.35 FEET; THENCE SOUTH 89 DEGREES 29 MINUTES
46 50 SECONDS WEST A DISTANCE OF 67.37 FEET: THENCE SOUTH 47 DEGREES 15
47 MINUTES 56 SECONDS WEST A DISTANCE OF 115.03 FEET TO THE POINT OF
48 CURVATURE OF A CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 685.0
4 9 FEET, A CENTRAL ANGLE OF 08 DEGREES 47 DEGREES 57 SECONDS, A CHORD
50 BEARING OF SOUTH 42 DEGREES 51 MINUTES 58 SECONDS WEST, AND A CHORD
File No.: MJSP 04-003 GM Order 09-035
December 21, 2009 Page 3
1 LENGTH OF 105.09 FEET; THENCE FROM A TANGENT BEARING OF SOUTH 47 DEGREES
2 15 MINUTES 56 SECONDS WEST RUN SOUTHWESTERLY ALONG SAID CURVE AN ARC
3 DISTANCE OF 105.20 FEET TO THE POINT OF BEGINNING. CONTAINING 0.90 ACRE,
4 MORE OR LESS.
5
6 MORE PARTICULALRY DESCRIBED AS:
7
8 PARCEL A:
9 THAT PORTION OF THE SOUTH HALF OF LOT 8 AND PART OF LOTS 9, 10, AND 11, BLOCK
10 2, ST. LUCIE GARDENS, LOCATED IN SECTION 23, TOWNSHIP 36 SOUTH, RANGE 40
11 EAST, AS RECORDED IN PLAT BOOK 1, PAGE 35, OF THE PUBLIC RECORDS OF ST.
12 LUCIE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
13
14 COMMENCING AT A 5/8 INCH IRON ROD AND CAP STAMPED "LB 1221" MARKING THE
15 SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SECTION 23, TOWNSHIP 36
16 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA THENCE NORTH 00 DEGREES 15
17 MINUTES 06 SECONDS WEST ALONG THE WEST LINE OF SAID QUARTER, A DISTANCE
18 OF 1658.15 FEET; THENCE DEPARTING SAID WEST LINE RUN NORTH 89 DEGREES 57
19 MINUTES 02 SECONDS EAST ALONG THE NORTH LINE OF THE SOUTH HALF OF THE
20 AFORESAID LOT 8, A DISTANCE OF 130.00 FEET TO THE POINT OF BEGINNING; THENCE
21 DEPARTING SAID NORTH LINE RUN SOUTH 00 DEGREES 15 MINUTES 06 SECONDS
22 EAST PARALLEL WITH THE AFORESAID WEST LINE A DISTANCE OF 622.86 FEET TO THE
23 POINT OF CURVATURE OF A CURVE CONCAVE TO THE EAST HAVING A RADIUS OF
24 1000.00 FEET, A CENTRAL ANGLE OF 01 DEGREE 16 MINUTES 03 SECONDS, A CHORD
25 BEARING OF SOUTH 00 DEGREES 53 MINUTES 07 SECONDS EAST, AND A CHORD
26 LENGTH OF 22.12 FEET; THENCE FROM A TANGENT BEARING OF SOUTH 00 DEGREES
27 15 MINUTES 06 SECONDS EAST RUN SOUTHERLY ALONG SAID CURVE AN ARC
28 DISTANCE OF 22.12 FEET; THENCE NORTH 88 DEGREES 28 MINUTES 51 SECONDS EAST
29 ALONG A RADIAL LINE EXTENDING PERPENDICULAR FROM SAID CURVE A DISTANCE
30 OF 56.48 FEET; THENCE SOUTH 35 DEGREES 11 MINUTES 46 SECONDS EAST A
31 DISTANCE OF 272.46 FEET; THENCE SOUTH 52 DEGREES 21 MINUTES 26 SECONDS
32 EAST A DISTANCE OF 35.43 FEET; THENCE SOUTH 25 DEGREES 57 MINUTES 51
33 SECONDS EAST A DISTANCE OF 44.03 FEET; THENCE SOUTH 61 DEGREES 57 MINUTES
34 44 SECONDS EAST A DISTANCE OF 184.38 FEET; THENCE SOUTH 33 DEGREES 15
35 MINUTES 41 SECONDS EAST A DISTANCE OF 35.45 FEET; THENCE SOUTH 01 DEGREE
36 55 MINUTES 46 SECONDS EAST A DISTANCE OF 116.06 FEET; THENCE SOUTH 23
37 DEGREES 30 MINUTES 08 SECONDS EAST A DISTANCE OF 108.92 FEET TO A NON-
38 TANGENT POINT ON A CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF
39 272.68 FEET, A CENTRAL ANGLE OF 37 DEGREES 54 MINUTES 01 SECOND, A CHORD
40 BEARING OF SOUTH 44 DEGREES 21 MINUTES 05 SECONDS EAST, AND A CHORD
41 LENGTH OF 177.10 FEET; THENCE FROM A TANGENT BEARING OF SOUTH 25 DEGREES
42 24 MINUTES 04 SECONDS EAST RUN SOUTHEASTERLY ALONG SAID CURVE AN ARC
43 DISTANCE OF 180.37 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE
44 CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 858.86 FEET, A CENTRAL ANGLE
45 OF 07 DEGREES 07 MINUTES 42 SECONDS, A CHORD BEARING OF SOUTH 66 DEGREES
46 51 MINUTES 56 SECONDS EAST, AND A CHORD LENGTH OF 106.78 FEET; THENCE FROM
47 A TANGENT BEARING OF SOUTH 63 DEGREES 18 MINUTES 05 SECONDS EAST RUN
48 SOUTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 106.85 FEET; THENCE
49 SOUTH 30 DEGREES 19 MINUTES 34 SECONDS EAST A DISTANCE OF 58.95 FEET;
50 THENCE SOUTH 16 DEGREES 39 MINUTES 35 SECONDS WEST A DISTANCE OF 101.74
File No.: MJSP 04-003 GM Order 09-035
December 21, 2009 Page 4
1 FEET; TO A POINT OF NON-TANGENCY OF A CURVE CONCAVE TO THE NORTHEAST
2 HAVING A RADIUS OF 1000.00 FEET, A CENTRAL ANGLE OF 08 DEGREES 56 MINUTES 09
3 SECONDS, A CHORD BEARING OF SOUTH 77 DEGREES 48 MINUTES 29 SECONDS EAST,
4 AND A CHORD LENGTH OF 155.80 FEET; THENCE FROM A TANGENT BEARING OF
5 SOUTH 73 DEGREES 20 MINUTES 25 SECONDS EAST RUN SOUTHEASTERLY ALONG
6 SAID CURVE AN ARC DISTANCE OF 155.96 FEET TO THE EAST LINE OF THE AFORESAID
7 LOT 11; THENCE NORTH 00 DEGREES 12 MINUTES 42 SECONDS WEST ALONG SAID
8 EAST LOT LINE A DISTANCE OF 1278.27 FEET TO THE NORTHEAST CORNER OF SAID
9 LOT 11; THENCE SOUTH 89 DEGREES 57 MINUTES 52 SECONDS WEST ALONG THE
l0 NORTH LINE OF SAID LOT 11 A DISTANCE OF 330.72 FEET TO THE CORNER COMMON
11 TO SAID LOTS 8, 9 AND 11; THENCE NORTH 00 DEGREES 13 MINUTES 30 SECONDS
12 WEST ALONG THE EAST LINE OF SAID LOT 8 A DISTANCE OF 331.79 FEET TO THE
13 NORTHEAST CORNER OF THE SOUTH HALF OF SAID LOT 8; THENCE DEPARTING THE
14 AFORESAID EAST LOT LINE RUN SOUTH 89 DEGREES 57 MINUTES 2 SECONDS WEST
15 ALONG THE NORTH LINE OF THE SOUTH HALF OF SAID LOT 8 A DISTANCE OF 531.59
16 FEET TO THE POINT OF BEGINNING. CONTAINING 19.84 ACRES, MORE OR LESS.
17
18
19 TOGETHER WITH,
20
21 PARCEL C:
22 THAT PORTION OF THE SOUTH HALF OF LOT 8 AND PART OF LOTS 9, 10, AND 11, BLOCK
23 2, ST. LUCIE GARDENS, LOCATED IN SECTION 23, TOWNSHIP 36 SOUTH, RANGE 40
24 EAST, AS RECORDED IN PLAT BOOK 1, PAGE 35, OF THE PUBLIC RECORDS OF ST.
25 LUCIE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
26
27 COMMENCING AT A 5/8 INCH IRON ROD AND CAP STAMPED "LB 1221" MARKING THE
28 SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SECTION 23, TOWNSHIP 36
29 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA THENCE NORTH 00 DEGREES 15
30 MINUTES 06 SECONDS WEST ALONG THE WEST LINE OF SAID QUARTER, A DISTANCE
31 OF 40.00 FEET; THENCE DEPARTING SAID WEST LINE RUN SOUTH 89 DEGREES 58
32 MINUTES 47 SECONDS EAST ALONG THE WESTERLY EXTENSION OF THE NORTH
33 RIGHT-OF-WAY OF TILTON ROAD A DISTANCE OF 15.00 FEET TO THE WEST LINE OF
34 THE AFORESAID LOT 10 AND THE POINT OF BEGINNING; THENCE NORTH 00 DEGREES
35 15 MINUTES 06 SECONDS WEST ALONG SAID WEST LOT LINE A DISTANCE OF 34.15
36 FEET TO ANON-TANGENT POINT ON A CURVE CONCAVE TO THE SOUTHEAST HAVING
37 A RADIUS OF 815.00 FEET, A CENTRAL ANGLE OF 12 DEGREES 52 MINUTES 40
38 SECONDS, A CHORD BEARING OF NORTH 40 DEGREES 49 MINUTES 36 SECONDS EAST,
39 AND A CHORD LENGTH OF 182.79 FEET; THENCE FROM A TANGENT BEARING OF
40 NORTH 34 DEGREES 23 MINUTES 16 SECONDS EAST DEPARTING SAID WEST LOT LINE
41 RUN NORTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 183.18 FEET TO THE
42 POINT OF TANGENCY; THENCE NORTH 47 DEGREES 15 MINUTES 56 SECONDS EAST A
43 DISTANCE OF 115.25 FEET; THENCE NORTH 05 DEGREES 05 MINUTES 24 SECONDS
44 EAST A DISTANCE OF 66.96 FEET TO ANON-TANGENT POINT ON A CURVE CONCAVE TO
45 THE NORTHEAST HAVING A RADIUS OF 1130.0 FEET, A CENTRAL ANGLE OF 27
46 DEGREES 33 MINUTES 10 SECONDS, A CHORD BEARING OF NORTH 23 DEGREES 22
47 MINUTES 26 SECONDS WEST, AND A CHORD LENGTH OF 538.18 FEET; THENCE FROM A
48 TANGENT BEARING OF NORTH 37 DEGREES 09 MINUTES 01 SECOND WEST RUN
49 NORTHWESTERLY ALONG SAID CURVE AN ARC DISTANCE OF 543.40 FEET TO A NON-
50 TANGENT POINT ON THE WEST LINE OF THE AFORESAID LOT 9; THENCE NORTH 00
File No.: MJSP 04-003 GM Order 09-035
December 21, 2009 Page 5
1 DEGREES 15 MINUTES 06 SECONDS WEST ALONG SAID WEST LOT LINE AND ALONG
2 THE WEST LINE OF THE SOUTH HALF OF THE AFORESAID LOT 8 A DISTANCE OF 806.77
3 FEET TO THE NORTHWEST CORNER OF SAID SOUTH HALF OF LOT 8; THENCE
4 DEPARTING SAID WEST LOT LINE RUN NORTH 89 DEGREES 57 MINUTES 02 SECONDS
5 EAST ALONG THE NORTH LINE OF SAID SOUTH HALF OF LOT 8, A DISTANCE OF 115.00
6 FEET; THENCE DEPARTING SAID NORTH LINE RUN SOUTH 00 DEGREES 15 MINUTES 06
7 SECONDS EAST PARALLEL WITH THE AFORESAID WEST LOT LINE A DISTANCE OF
8 622.86 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE EAST
9 HAVING A RADIUS OF 1000.00 FEET, A CENTRAL ANGLE OF 01 DEGREE 16 MINUTES 03
10 SECONDS, A CHORD BEARING OF SOUTH 00 DEGREES 53 MINUTES 07 SECONDS EAST,
11 AND A CHORD LENGTH OF 22.12 FEET; THENCE FROM A TANGENT BEARING OF SOUTH
12 00 DEGREES 15 MINUTES 06 SECONDS EAST RUN SOUTHERLY ALONG SAID CURVE AN
13 ARC DISTANCE OF 22.12 FEET; THENCE NORTH 88 DEGREES 28 MINUTES 51 SECONDS
14 EAST ALONG A RADIAL LINE EXTENDING PERPENDICULAR FROM SAID CURVE A
15 DISTANCE OF 56.48 FEET; THENCE SOUTH 35 DEGREES 11 MINUTES 46 SECONDS EAST
16 A DISTANCE OF 272.46 FEET; THENCE SOUTH 52 DEGREES 21 MINUTES 26 SECONDS
17 EAST A DISTANCE OF 35.43 FEET; THENCE SOUTH 25 DEGREES 57 MINUTES 51
18 SECONDS EAST A DISTANCE OF 44.03 FEET; THENCE SOUTH 61 DEGREES 57 MINUTES
19 44 SECONDS EAST A DISTANCE OF 184.38 FEET; THENCE SOUTH 33 DEGREES 15
20 MINUTES 41 SECONDS EAST A DISTANCE OF 35.45 FEET; THENCE SOUTH 01 DEGREE
21 55 MINUTES 46 SECONDS EAST A DISTANCE OF 116.06 FEET; THENCE SOUTH 23
22 DEGREES 30 MINUTES 08 SECONDS EAST A DISTANCE OF 108.92 FEET TO A NON-
23 TANGENT POINT ON A CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF
24 272.68 FEET, A CENTRAL ANGLE OF 37 DEGREES 54 MINUTES 01 SECOND, A CHORD
25 BEARING OF SOUTH 44 DEGREES 21 MINUTES 05 SECONDS EAST, AND A CHORD
26 LENGTH OF 177.10 FEET; THENCE FROM A TANGENT BEARING OF SOUTH 25 DEGREES
27 24 MINUTES 04 SECONDS EAST RUN SOUTHEASTERLY ALONG SAID CURVE AN ARC
28 DISTANCE OF 180.37 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE
29 CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 858.86 FEET, A CENTRAL ANGLE
30 OF 07 DEGREES 07 MINUTES 42 SECONDS, A CHORD BEARING OF SOUTH 66 DEGREES
31 51 MINUTES 56 SECONDS EAST, AND A CHORD LENGTH OF 106.78 FEET; THENCE FROM
32 A TANGENT BEARING OF SOUTH 63 DEGREES 18 MINUTES 05 SECONDS EAST RUN
33 SOUTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 106.85 FEET; THENCE
34 SOUTH 30 DEGREES 19 MINUTES 34 SECONDS EAST A DISTANCE OF 58.95 FEET;
35 THENCE SOUTH 16 DEGREES 39 MINUTES 35 SECONDS WEST A DISTANCE OF 101.74
36 FEET; TO A POINT OF NON-TANGENCY OF A CURVE CONCAVE TO THE NORTHEAST
37 HAVING A RADIUS OF 1000.00 FEET, A CENTRAL ANGLE OF 08 DEGREES 56 MINUTES 09
38 SECONDS, A CHORD BEARING OF SOUTH 77 DEGREES 48 MINUTES 29 SECONDS EAST,
39 AND A CHORD LENGTH OF 155.80 FEET; THENCE FROM A TANGENT BEARING OF
40 SOUTH 73 DEGREES 20 MINUTES 25 SECONDS EAST RUN SOUTHEASTERLY ALONG
41 SAID CURVE AN ARC DISTANCE OF 155.96 FEET TO THE EAST LINE OF THE AFORESAID
42 LOT 11; THENCE SOUTH 00 DEGREES 12 MINUTES 42 SECONDS EAST ALONG SAID
43 EAST LOT LINE A DISTANCE OF 9.21 FEET TO THE AFORESAID NORTH RIGHT-OF-WAY
44 OF TILTON ROAD; THENCE DEPARTING SAID EAST LOT LINE RUN NORTH 89 DEGREES
45 58 MINUTES 47 SECONDS WEST ALONG THE NORTH RIGHT-OF-WAY OF TILTON ROAD A
46 DISTANCE OF 391.85 FEET TO ANON-TANGENT POINT ON A CURVE CONCAVE TO THE
47 NORTHEAST HAVING A RADIUS OF 1130.0 FEET, A CENTRAL ANGLE OF 13 DEGREES 54
48 MINUTES 39 SECONDS, A CHORD BEARING OF NORTH 55 DEGREES 17 MINUTES 25
49 SECONDS WEST, AND A CHORD LENGTH OF 273.68 FEET; THENCE FROM A TANGENT
50 BEARING OF NORTH 62 DEGREES 14 MINUTES 45 SECONDS WEST DEPARTING SAID
File No.: MJSP 04-003 GM Order 09-035
December 21, 2009 Page 6
1 NORTH RIGHT-OF-WAY RUN NORTHWESTERLY ALONG SAID CURVE AN ARC DISTANCE
2 OF 274.35 FEET; THENCE SOUTH 89 DEGREES 29 MINUTES 50 SECONDS WEST A
3 DISTANCE OF 67.37 FEET: THENCE SOUTH 47 DEGREES 15 MINUTES 56 .SECONDS
4 WEST A DISTANCE OF 115.03 FEET TO THE POINT OF CURVATURE OF A CURVE
5 CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 685.0 FEET, A CENTRAL ANGLE OF
6 08 DEGREES 47 DEGREES 57 SECONDS, A CHORD BEARING OF SOUTH 42 DEGREES 51
7 MINUTES 58 SECONDS WEST, AND A CHORD LENGTH OF 105.09 FEET; THENCE FROM A
8 TANGENT BEARING OF SOUTH 47 DEGREES 15 MINUTES 56 SECONDS WEST RUN
9 SOUTHWESTERLY ALONG SAID CURVE AN ARC DISTANCE OF 105.20 FEET TO THE
l0 AFORESAID NORTH RIGHT-OF-WAY OF TILTON ROAD; THENCE NORTH 89 DEGREES 58
11 MINUTES 47 SECONDS WEST ALONG SAID NORTH RIGHT-OF-WAY A DISTANCE OF
12 136.08 FEET TO THE POINT OF BEGINNING. CONTAINING 11.33 ACRES, MORE OR LESS.
13
14 LOCATION: Northeast corner of the intersection of Prima vista Boulevard and Lennard
15 Road, east of the Pine Summit Apartment project.)
16
17 Property Tax I.D. # 341450106110004, 341450106081506, and 341450106100007
18
19 E. The conditions set forth in Part B are an integral non severable part of the site plan
20 approval granted by Resolution No. 07-261. If any condition set forth in Part B is
21 determined to be invalid or unenforceable for any reason and the developer declines to
22 comply voluntarily with that condition, this development order extension approval
23 granted by this resolution shall become null and void.
24
25 F. The St. Lucie County Growth Management Director is hereby authorized and directed to
26 cause notation of this Order to be made on the Official Zoning Map of St. Lucie County
27 Florida and to make notation of reference to the date of adoption of this Resolution.
28
29 G. This order shall be recorded in the Public Records of St. Lucie County.
30
31 ORDER effective the 21 St day of December, 2009.
32
33 GROWTH MANAGEMENT DIRECTOR
34 ST. LUCIE COUNTY, FLORIDA
35
36
3 7 BY
38 Mark Satt lee, AI P
39 •
4 o APPROVED AS TO FORM
41 AND CORRECTNESS:
42
43
44
45 County Att rn y
4 6 Lap
4 7 G:\Planning\PROJECT FILES\Prima Vista Commons\MJSP 04-003 12 Mth E B 0\GMOrder 09-035.SB360.docx
File No.: MJSP 04-003 GM Order 09-035
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