Loading...
HomeMy WebLinkAbout07-261 CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY EDWIN M. FRY, Jr., / /2007 t 02 58 PM BOOK 2880 PAGE 627, Recorded 09 14 a : FILE # 3108614 OR 1 2 RESOLUTION NO, 07-261 FILE NO.: MJSP-04-003 4 A RESOLUTION PROVIDING FOR AN EXTENSION OF THE MAJOR SITE PLAN APPROVAL FOR THE FOR THE PROJECT KNOWN AS PRIMA VISTA COMMONS 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 WHEREAS, the Board of County Commissioners of St. Lucie County, Florida, based on the testimony and evidence, including but not limited to the staff report, has made the following determinations: 1. On February I, 2005, this Board, through Resolution 05-011, granted approval to the Major Site Plan far the project known as Prima Visto Commons, which consists of 150 residential units on 33.6 acres of land located at the northeast corner of the extension of Prima Vista Boulevard and Lennard Road, lying just east of the Pine Summit Apartments, in the RM-5 (Residential, Multiple-Family - 5 du/acre) Zoning District. 2. Part C of Resolution 05-011 reads as follows: This site plan approval shall expire on February I, 2007, unless a building permit is issued or an extension i granted in accordance with Sectionll.02.06(B)(3), St. Lucie County Land Development e. The issuance of a building permit for a principal portion of this site plan (one or mo rtment buildings) and the completion of that permitted building or buildings consistent ith the requirements of Section 11.05.01 (0)(2), St. Lucie County Land Develop t Co "maint . the right to continue with the construction of the development be . ation date. 2. On August 22, 2006, this Board, through Resolution plan extension, with limiting conditions, to the Resolution 05-011, extending the site plan appr- months from the date of scheduled expiratio . 3. Resolution 06-228 contains two primary scrivenor's er ,n was first approved on August 17, 2004, by Resolution No. 04- of expiration for Resolution 06-228 ustl7, throughout Resolution 06-228. ating the Major Site Plan ; and two, that the new date 7. These errors are found Resolution No. 07-261 Page 1 File No.: MJSP-04-003 OR BOOK 2880 PAGE 628 4. The developers of the Prima Vista Commons residential community have requested that the Major Site Plan approval granted through Resolution 04-097, be extended for a period of 24 additional months from its original date of scheduled expiration because of delays in the ability to obtain site development permits associated with the County's planned construction of Lennard Road adjacent to the project site. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 E. 5. DYBRA, PSL Development, LtC, has conveyed to, and the County has accepted certain road rights-of-way and other associated properties per the requirements of Resolution 06-228 for the Lennard Road MSBU roadway construction project. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of St. Lucie County, Florida: A. That this Board agrees with the cited request for Site Plan Extension as being for reasons beyond the immediate control of the property owners of the Prima Vista Commons development. B. Paragraph 1 of Resolution 06-228 is amended to read as follows: On August 17, 2004, this Board, through Resolution 05-011, approved the Major Site Plan for the project known as Prima Vista Commons, consisting of 150 residential units on 33.6 acres of land in the northeast corner of Prima Vista Boulevard extension and Lennard Road, just east of the Pine Summit Apartments in the RM-5 (Residential, Multiple-Family - 5 du/acre) Zoning District. D. Part A, of Resolution 06-228 is amended to read C. Paragraph 2 of Resolution 06-228 is amended to read as f The developer of Prima Vista Commons has req sted t granted through Resolution 05-011, be extend months from its date of scheduled expiration, F Pursuant to Section 11.02.06(B)(2) of t Code, the Major Site Plan, approve extended for a period of 12 additional n February 1,2007, with the new expiration date the follOWing additional conditions: ounty Land Development olution 04-097, is hereby date scheduled expiration, Feb ry 1, 2008, subject to [ refer to Resolutio Part B, of Resolution 06-228 is herb File No.: MJSP-04-003 Resolution No. 07-281 Page 2 OR BOOK 2880 PAGE 629 1 2 3 4 F. 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 set forth in Part A of Resolution 05-011 shall remain in full force and effect until determined to be complied with by St. Lucie County. The property on which this Major Site Plan extension is being granted is described as follows: PARCEL A: THAT PORTION OF THE SOUTH HALF OF LOT 8 AND PART OF LOTS 9, 10, AND 11, BLOCK 2, ST. LUCIE GARDENS, LOCATED IN SECTION 23, TOWNSHIP 36 SOUTH, RANGE 40 EAST, AS RECORDED IN PLAT BOOK 1, PAGE 35, OF THE PVBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A 5/8 INCH IRON ROD AND CAP STAMPED "LB 1221" MARKING THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SECTION 23, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA THENCE NORTH 00 DEGREES 15 MINUTES 06 SECONDS WEST ALONG THE WEST LINE OF SAID QUARTER, A DISTANCE OF 1658.15 FEET; THENCE DEPARTING SAID WEST LINE RUN NORTH 89 DEGREES 57 MINUTES 02 SECONDS EAST ALONG THE NORTH LINE OF THE SOUTH HALF OF THE AFORESAID LOT 8, A DISTANCE OF 130.00 FEET TO THE POINT OF BEGINNING; THENCE DEPARTING SAID NORTH LINE RUN SOUTH 00 DEGREES 15 MINUTES 06 SECONDS EAST PARALLEL WITH THE AFORESAID WEST LINE A DISTANCE OF 622.86 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE EAST HAVING A RADIUS OF 1000.00 FEET, A CENTRAL ANGLE OF 01 DEGREE 16 MINUTES 0 ECONDS, A CHORD BEARING OF SOUTH 00 DEGREES 53 MINUTES 07 SECON AST, AND A CHORD LENGTH OF 22,12 FEET; THENCE FROM A TANGENT 11 NG OF SOUTH 00 DEGREES 15 MINUTES 06 SECONDS EAST RUN SOUTHERLY AL SAID CURVE AN ARC DISTANCE OF 22.12 FEET; THENCE NORTH 8 EGR 8 MI ES 51 SECONDS EAST ALONG A RADIAL LINE EXTENDI SAID CURVE A DISTANCE OF 56.48 FEET; THENCE SOVTH 35 DEGREES 11 TES 46 SECONDS EAST A DISTANCE OF 272.46 FEET; T CE SOUTH 52 GREES 21 MINUTES 26 SECONDS EAST A DISTANCE OF, ET; THENC SOUTH 25 DEGREES 57 MINUTES 51 SECONDS EAST A STANC 44.03 FEET; THENCE SOUTH 61 DEGREES 57 MINUTES 44 SECON AST A TANCE OF 184.38 FEET; THENCE SOUTH 33 DEGREES 15 MINUTES NDS ST A DISTANCE OF 35.45 FEET; THENCE SOUTH 01 DEGREE 55 MIN ES DS ETA DISTANCE OF 116.06 FEET; THENCE SOUTH 23 DEGREES 30 MI SECONDS EAST A DISTANCE OF 108.92 FEET TO THE POINT OF CURVATU A CURVE CONCAVE TO THE NORTHEAST HAVING A RAD FEET, ENTRAL ANGLE OF 37 DEGREES 54 MINUTES 01 SECOND G OF SOUTH 44 DEGREES 21 MINUTES 05 SECONDS EAST, A OF 177.10 FEET; THENCE FROM A TANGENT BEARING OF 30 MINUTES 08 SECONDS EAST RUN SOUTHEASTERLY ALO ARC DISTANCE OF 180.37 FEET TO A POINT OF COMPOUND A CURVE CONCAVE TO THE File No,: MJSP-04-003 Resolution No, 07-261 Page 3 OR BOOK 2880 PAGE 630 1 NORTHEAST HAVING A RADIUS OF 858.86 FEET, A CENTRAL ANGLE OF 07 2 DEGREES 07 MINUTES 42 SECONDS, A CHORD BEARING OF SOUTH 66 DEGREES 51 3 MINUTES 56 SECONDS EAST, AND A CHORD LENGTH OF 106.78 FEET: THENCE 4 FROM A TANGENT BEARING OF SOUTH 63 DEGREES 18 MINUTES 05 SECONDS 5 EAST RUN SOUTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 106.85 6 FEET; THENCE SOUTH 30 DE6REES 19 MINUTES 34 SECONDS EAST A DISTANCE 7 OF 58.95 FEET: THENCE SOUTH 16 DEGREES 39 MINUTES 35 SECONDS WEST A 8 DISTANCE OF 101.74 FEET; TO A POINT OF NON-TANGENCY OF A CURVE CONCAVE 9 TO THE NORTHEAST HAVING A RADIUS OF 1000.00 FEET, A CENTRAL ANGLE OF 10 08 DEGREES 56 MINUTES 09 SECONDS, A CHORD BEARING OF SOUTH 77 DEGREES 11 48 MINUTES 29 SECONDS EAST, AND A CHORD LENGTH OF 155.80 FEET; THENCE 12 FROM A TAN6ENT BEARING OF SOUTH 73 DEGREES 20 MINUTES 25 SECONDS 13 EAST RUN SOUTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 155.96 14 FEET TO THE EAST LINE OF THE AFORESAID LOT 11; THENCE NORTH 00 DEGREES 15 12 MINUTES 42 SECONDS WEST ALONG SAID EAST LOT LINE A DISTANCE OF 16 1278.27 FEET TO THE NORTHEAST CORNER OF SAID LOT 11; THENCE SOUTH 89 17 DEGREES 57 MINUTES 52 SECONDS WEST ALONG THE NORTH LINE OF SAID LOT 18 11 A DISTANCE OF 330.72 FEET TO THE CORNER COMMON TO SAID LOTS 8, 9 19 AND 11; THENCE NORTH 00 DEGREES 13 MINUTES 30 SECONDS WEST ALON6 THE 20 EAST LINE OF SAID LOT 8 A DISTANCE OF 331.79 FEET TO THE NORTHEAST 21 CORNER OF THE SOUTH HALF OF SAID LOT 8; THENCE DEPARTING THE 22 AFORESAID EAST LOT LINE RUN SOUTH 89 DEGREES 57 MINUTES 2 SECONDS 23 WEST ALONG THE NORTH LINE OF THE SOUTH HALF OF SAID LOT 8 A DISTANCE 24 OF 531.59 FEET TO THE POINT OF BE6INNING . CONTAINING 19, B4 ACRES, MORE 25 OR LESS. 26 27 28 PARCEL B: 29 30 THAT PORTION OF LOTS 9 AND 10, BLOCK 2, ST. LU E GAR 31 SECTION 23, TOWNSHIP 36 SOUTH, RANGE 40 EAST 32 1, PA6E 35, OF THE PUBLIC RECORDS OF ST. LU 33 PARTICULARLY DESCRIBED AS FOLLOWS: 34 35 COMMENCING AT A 5/8 INCH IRON ROD AND SPED "LB 1221" MARKING 36 THE SOUTHWEST CORNER OF THE NORT EST TER OF SECTION 23, 37 TOWNSHIP 36 SOUTH, RANGE 40 EAST, LUCIE C NTY, FLORIDA THENCE 38 NORTH 00 DEGREES 15 MINUTES 06 SEC ST ONG THE WEST LINE OF 39 SAID QUARTER, A DISTANCE OF 40.00 FEET; DEP NG SAID WEST 40 LINE RUN SOUTH 89 DE6REES 58 MINUTES 47 S EAST ALONG THE 41 EASTERLY EXTENSION OF THE NO T-OF-WA't F TILTON ROAD A 42 DISTANCE OF 15.00 FEET TO T OF TH AFORESAID LOT 10; 43 THENCE NORTH 00 DEGREES 15 S WEST ALONG SAID WEST 44 LOT LINE A DISTANCE OF 34.15 T OF BEGINNING, BEING A 45 NON-TANGENT POINT ON A CU HE SOUTHEAST HAVING A 46 RADIUS OF 815.00 FEET, A CEN DEGREES 52 MINUTES 40T File No.: MJSP-04·003 Resolution No. 07-261 Page 4 OR BOOK 2880 PAGE 631 1 SECONDS, A CHORD BEARING Of NORTH 40 DEGREES 49 MINUTES 36 SECONDS 2 EAST, AND A CHORD LENGTH OF 182.79 FEET; THENCE FROM A TANGENT BEARING 3 OF NORTH 34 DEGREES 23 MINUTES 16 SECONDS EAST DEPARTING SAID WEST 4 LOT LINE RUN NORTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 183.18 5 FEET TO THE POINT OF TANGENCY; THENCE NORTH 47 DEGREES 15 MINUTES 56 6 SECONDS EAST A DISTANCE OF 115.25 FEET; THENCE NORTH 05 DEGREES 05 7 MINUTES 24 SECONDS EAST A DISTANCE OF 66.96 FEET TO A NON-TANGENT 8 POINT ON A CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 1130.0 9 FEET, A CENTRAL ANGLE Of 27 DEGREES 33 MINUTES 10 SECONDS, A CHORD 10 BEARING OF NORTH 23 DEGREES 22 MINUTES 26 SECONDS WEST, AND A CHORD 11 LENGTH OF 538.18 FEET; THENCE FROM A TANGENT BEARING OF NORTH 37 12 DEGREES 09 MINUTES 01 SECOND EAST RUN NORTHWESTERLY ALONG SAID CURVE 13 AN ARC DISTANCE Of 543,40 FEET TO THE WEST LINE OF THE AFORESAID LOT 9; 14 THENCE SOUTH 00 DEGREES 15 MINUTES 06 SECONDS EAST ALONG SAID WEST 15 LOT LINE A DISTANCE Of 777.25 FEET TO THE POINT OF BEGINNING. 16 CONTAINING 1.72 ACRES, MORE OR LESS. 17 18 19 PARCEL C: 20 21 THAT PORTION OF LOT 10, BLOCK 2, ST. LUaE GARDENS, LOCATED IN SECTION 22 23, TOWNSHIP 36 SOUTH, RANGE 40 EAST, AS RECORDED IN PI.AT BOOK I, PAGE 23 35, OF THE PUBLIC RECORDS OF ST. LUaE COUNTY, FLORIDA, MORE 24 PARTICULARLY DESCRIBED AS FOLLOWS: 25 26 COMMENaNG AT A 5/8 INCH IRON ROD AND CAP STAMPED "LB 1221" MARKING 27 THE SOUTHWEST CORNER OF THE NORTHWEST QUA R OF SECTION 23, 28 TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUaE CO FLORIDA THENCE 29 NORTH 00 DEGREES 15 MINUTES 06 SECONDS WEST ALONG E WEST LINE OF 30 SAID QUARTER, A DISTANCE OF 40.00 FEET; THE DEPA NG SAID WEST 31 LINE RUN SOUTH 89 DEGREES 58 MINUTES 47 SECO TH RTH 32 RIGHT-OF-WAY OF TILTON ROAD AND ITS EASTER!! EXTENSION NCE OF 33 151.08 FEET TO THE POINT OF BEGINNIN6, THENCE CONTINUING UTH 89 34 DEGREES 58 MINUTES 47 SECONDS EAST ALO NORTH RIG F-WAY A 35 DISTANCE Of 448.33 FEET TO A NON-TANGE N A CURVE CONCAVE TO 36 THE NORTHEAST HAVING A RADIUS OF113 CENTRAL ANGLE OF 13 37 DEGREES 54 MINUTES 39 SECONDS, A CHO F SOUTH 55 DEGREES 17 38 MINUTES 25 SECONDS EAST, AND A CH 1:5 273.68 FEET; THENCE 39 FROM A TANGENT BEARING OF NORTH 62 DEGR 4 MI TES 45 SECONDS 40 WEST DEPARTING SAID NORTH RIGHT-Of-WAY RU WESTERLY ALONG 41 SAID CURVE AN ARC DISTANCE OF 21 . T; THENCE UTH 89 DEGREES 29 42 MINUTES 50 SECONDS WEST A DANCE .37 FE : THENCE SOUTH 47 43 DEGREES 15 MINUTES 56 SECON WEST A DIS CE OF 115.03 FEET TO THE 44 POINT OF CURVATURE OF A CU E CONCAVE TO HE SOUTHEAST HAVING A 45 RADIUS OF 685.0 FEET, A CEN L ANGLE OF DEGREES 47 DEGREES 57 46 SECONDS, A CHORD BEARING Of TH 42 DEGR 51 MINUTES 58 SECONDS File No.: MJSP-D4-003 Resolution No. 07·261 Page 5 OR BOOK 2880 PAGE 632 1 WEST, AND A CHORD LENGTH OF 105.09 FEET; THENCE FROM A TANGENT 2 BEARING OF SOUTH 47 DEGREES 15 MINUTES 56 SECONDS WEST RUN 3 SOUTHWESTERLY ALONG SAID CURVE AN ARC DISTANCE OF 105.20 FEET TO THE 4 POINT OF BEGINNING. CONTAINING 0.90 ACRE, MORE OR LESS. 5 6 PARCEL D: 7 8 THAT PORTION OF THE SOUTH HALF OF LOT 8 AND PART OF LOTS 9, 10, AND 11, 9 BLOCK 2, ST. LUCIE GARDENS, LOCATED IN SECTION 23, TOWNSHIP 36 SOUTH, 10 RANGE 40 EAST, AS RECORDED IN Pl.J\T BOOK I, PAGE 35, OF THE PUBUC 11 RECORDS OF ST. LUCIE COUNTY, FLORIDA, MORE PARTICUl.J\RLY DESCRIBED AS 12 FOLLOWS: 13 14 COMMENCING AT A 5/8 INCH IRON ROD AND CAP STAMPED "L8 1221" MARKING 15 THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SECTION 23, 16 TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA THENCE 17 NORTH 00 DEGREES 15 MINUTES 06 sECONDS WEST ALONG THE WEST UNE OF 18 SAID QUARTER, A DISTANCE OF 40.00 FEET; THENCE DEPARTING SAID WEST 19 UNE RUN SOUTH 89 DEGREES 58 MINUTES 47 SECONDS EAST ALONG THE 20 WESTERLY EXTENSION OF THE NORTH RIGHT-OF-WAY OF TILTON ROAD A 21 DISTANCE OF 15.00 FEET TO THE WEST UNE OF THE AFORESAID LOT 10 AND 22 THE POINT OF BEGINNING; THENCE NORTH 00 DEGREES 15 MINUTES 06 SECONDS 23 WEST ALONG SAID WEST LOT UNE A DISTANCE OF 34.15 FEET TO A NON- 24 TANGENT POINT ON A CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS 25 OF 815.00 FEET, A CENTRAL ANGLE OF 12 DEGREES 52 MINUTES 40 SECONDS, A 26 CHORD BEARING OF NORTH 40 DEGREES 49 MINUTES 36 sECONDS EAST, AND A 27 CHORD LENGTH OF 182.79 FEET; THENCE FROM A TANGE BEARING OF NORTH 28 34 DEGREES 23 MINUTES 16 SECONDS EAST DEPARTI ID WEST LOT UNE 29 RUN NORTHEASTERLY ALONG SAID CURVE AN ARC DISTAN F 183.18 FEET TO 30 THE POINT OF TANGENCY; THENCE NORTH 47 DEGRE 15 TES 56 SECONDS 31 EAST A DISTANCE OF 115.25 FEET; THENCE NORT 5 MI ES 24 32 SECONI)S EAST A DISTANCE OF 66.96 FEET TO N-TANGE ON A 33 CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 113. FEET, A 34 CENTRAL ANGLE OF 27 DEGREES 33 MINUTES 10 OS, ACHOR ARING OF 35 NORTH 23 DEGREES 22 MINUTES 26 SECOND ES, ND A CHORD LENGTH OF 36 538.18 FEET; THENCE FROM A TANGENT RING NORTH 37 DEGREES 09 37 MINUTES 01 SECOND EAST RUN NORT TERLY A NG SAID CURVE AN ARC 38 DISTANCE OF 543.40 FEET TO A NON-T PO ON THE WEST UNE OF 39 THE AFORESAID LOT 9; THENCE NORTH 00 DE 15 M TES 06 SECONDS 40 WEST ALONG SAID WEST LOT UNE AND ALONG TH NE OF THE SOUTH 41 HALF OF THE AFORESAID LOT 8 T ANCE OF .77 FEET TO THE 42 NORTHWEST CORNER OF SAID SO T 8; T NCE DEPARTING SAID 43 WEST LOT UNE RUN NORTH 89 Es 02 SECONDS EAST ALONG 44 THE NORTH LINE OF SAID SOUT DISTANCE OF 115.00 FEET; 45 THENCE DEPARTING SAID NORT 00 DEGREES 15 MINUTES 06 46 SECONDS EAST PARALLEL WITH T ST LOT UNE A DISTANCE OF File No.: MJSP·04-003 Resolution No. 07-261 Page 6 OR BOOK 2880 PAGE 633 1 622.86 FEET TO THE POINT OF CVRVATURE OF A CVRVE CONCAVE TO THE EAST 2 HAVING A RADIUS OF 1000.00 FEET, A CENTRAL ANGLE OF 01 DEGREE 16 3 MINUTES 03 SECONDS, A CHORD BEARING OF SOUTH 00 DEGREES 53 MINUTES 07 4 SECONDS EAST, AND A CHORD LENGTH OF 22.12 FEET; THENCE FROM A TANGENT 5 BEARING OF SOUTH 00 DEGREES 15 MINUTES 06 SECONDS EAST RUN SOUTHERLY 6 ALONG SAID CVRVE AN ARC DISTANCE OF 22.12 FEET; THENCE NORTH 88 7 DEGREES 28 MINUTES 51 SECONDS EAST ALONG A RADIAL LINE EXTENDING 8 PERPENDICULAR FROM SAID CVRVE A DISTANCE OF 56,48 FEET; THENCE SOUTH 35 9 DEGREES 11 MINUTES 46 SECONDS EAST A DISTANCE OF 272.46 FEET; THENCE 10 SOUTH 52 DEGREES 21 MINUTES 26 SECONDS EAST A DISTANCE OF 35.43 FEET; 11 THENCE SOUTH 25 DEGREES 57 MINUTES 51 SECONDS EAST A DISTANCE OF 44.03 12 FEET; THENCE SOUTH 61 DEGREES 57 MINUTES 44 SECONDS EAST A DISTANCE 13 OF 184.38 FEET: THENCE SOUTH 33 DEGREES 15 MINUTES 41 SECONDS EAST A 14 DISTANCE OF 35.45 FEET; THENCE SOUTH 01 DEGREE 55 MINUTES 46 SECONDS 15 EAST A DISTANCE OF 116,06 FEET; THENCE SOUTH 23 DEGREES 30 MINUTES 08 16 SECONDS EAST A DISTANCE OF 108.92 FEET TO THE POINT OF CVRVATURE OF A 17 CVRVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 272.68 FEET, A 18 CENTRAL ANGLE OF 37 DEGREES 54 MINUTES 01 SECOND, A CHORD BEARING OF 19 SOUTH 44 DEGREES 21 MINUTES 05 SECONDS EAST, AND A CHORD LENGTH OF 20 In.l0 FEET; THENCE FROM A TANGENT BEARING OF SOUTH 23 DEGREES 30 21 MINUTES 08 SECONDS EAST RUN SOUTHEASTERLY ALONG SAID CVRVE AN ARC 22 DISTANCE OF 180.37 FEET TO A POINT OF COMPOUND CVRVATURE OF A CVRVE 23 CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 858.86 FEET, A CENTRAL 24 ANGLE OF 07 DEGREES 07 MINUTES 42 SECONDS, A CHORD BEARING OF SOUTH 66 25 DEGREES 51 MINUTES 56 SECONDS EAST, AND A CHORD LENGTH OF 106.78 FEET; 26 THENCE FROM A TANGENT BEARING OF SOUTH 63 DEGREES 18 MINUTES 05 27 SECONDS EAST RUN SOUTHEASTERLY ALONG SAID CVRV N ARC DISTANCE OF 28 106.85 FEET; THENCE SOUTH 30 DEGREES 19 MINUTE SECONDS EAST A 29 DISTANCE OF 58.95 FEET; THENCE SOUTH 16 DEGREES 39 MUTES 35 SECONDS 30 WEST A DISTANCE OF 101.74 FEET; TO A POINT OF N-TA NCY OF A CURVE 31 CONCAVE TO THE NORTHEAST HAVING A RADIUS ,A NTRAL 32 ANGLE OF 08 DEGREES 56 MINUTES 09 SECONDS, A ORD BEARI H n 33 DEGREES 48 MINUTES 29 SECONDS EAST, AND A CHORD LENGTH OF 1 .80 FEET: 34 THENCE FROM A TANGENT BEARING OF SOUl: I>EGREES 20 NUTES 25 35 SECONDS EAST RUN SOUTHEASTERLY ALONG E AN ARC DISTANCE OF 36 155.96 FEET TO THE EAST LINE OF THE AF 11; THENCE SOUTH 00 37 DEGREES 12 MINUTES 42 SECONDS EA ID EAST LOT LINE A 38 DISTANCE OF 9.21 FEET TO THE AFORES HT-OF-WAY OF TILTON 39 ROAD: THENCE DEPARTING SAID EAST LOT LI N NO H 89 DEGREES 58 40 MINUTES 47 SECONDS WEST ALONG THE NORTH -WAY OF TILTON 41 ROAD A DISTANCE OF 391.85 FEET ON-TANG POINT ON A CURVE 42 CONCAVE TO THE NORTHEAST HAS OF 1 0.0 FEET, A CENTRAL 43 ANGLE OF 13 DEGREES 54 MINUT 9 SECONDS, HORD BEARING OF SOUTH 55 44 DEGREES 17 MINUTES 25 sECON EAST, AND A C RD LENGTH OF 273.68 FEET: 45 THENCE FROM A TANGENT BEA OF NORTH I>EGREES 14 MINUTES 45 46 SECONDS WEST DEPARTING SAID TH RIGHT- -WAY RUN NORTHWESTERLY File No.: MJSP-Q4-003 Resolution No. 07-261 Page 7 OR BOOK 2880 PAGE 634 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 G. 20 21 22 23 24 25 26 27 28 29 H. 30 31 32 I. 33 34 35 36 J. 37 38 39 ALONG SAID CURVE AN ARC DISTANCE OF 274.35 FEET; THENCE SOUTH 89 DEGREES 29 MINUTES 50 SECONDS WEST A DISTANCE OF 67.37 FEET: THENCE SOUTH 47 DEGREES 15 MINUTES 56 seCONDS WEST A DISTANCE OF 115.03 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 685.0 FEET, A CENTRAL ANGLE OF 08 DEGREES 47 DEGREES 57 SECONDS, A CHORD BEARING OF SOUTH 42 DEGREES 51 MINUTES 58 SECONDS WEST, AND A CHORD LENGTH OF 105.09 FEET; THENCE FROM A TANGENT BEARING OF SOUTH 47 DEGREES 15 MINUTES 56 SECONDS WEST RUN SOUTHWESTERLY ALONG SAID CURVE AN ARC DISTANCE OF 105.20 FEET TO THE AFORESAID NORTH RIGHT-OF-WAY OF TILTON ROAD; THENCE NORTH 89 DEGREES 58 MINUTES 47 SECONDS WEST ALONG SAID NORTH RIGHT-OF-WAY A DISTANCE OF 136.08 FEET TO THE POINT OF BEGINNING. CONTAINING 11.33 ACRES, MORE OR LEss. (Location: Northeast corner of the intersection of Prima Vista Boulevard and Lennard Road, just east of the Pine Summit apartment project.) Part D, of Resolution 06-228 is amended to read as follows: This Major Site Plan extension shall expire on February I, 2009, unless building permits have been issued for one of the primary uses/structures on this site plan. Following the issuance of the first building permit for a primary use/structure on this site, and the completion of that structure in accord with the time periods described in Section 11.05.01(A)(2) of the St. Lucie County Land Development Code, no further extensions of the site plan approvals granted by Resolution 05-011, and extended under this Resolution sh I e required in order to provide for the further development/ completion of the Prima Vis mmons site plan. A copy of this resolution shall be placed on Director. The Certificate of Capacity granted by the Growth 2005, shall remain valid for the period of this Majo The St. Lucie County Growth Management Direct . hereby author' d and directed to cause the notation of this resolution to be m on Official Zoning Map of St. Lucie County, Florida, and to make notation of refer ce to th ate of adoption of this resolution. o File No.. MJ::'''-04-003 Resolution No. 07-261 Page 8 OR BOOK 2880 PAGE 635 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 After motion ond second, the vote on this resolution was as follows: Chairman Chris Craft Vice-Chairman Joseph E. Smith Commissioner Paula A. Lewis Commissioner Doug Coward Commissioner Charles Grande PAsSED AND DULY ADOPTED this 28th Day of August 2007.. BY ATTEST o File No.: MJSP-04-003 Aye Aye Aye Aye Aye .. '. C. I.'';-~ . ,,' \ ,:.\ / ....,:,~.-,,,.. "/ ... /';' h ~ ':":~}?~:~:\\;,~;~:.: ~~ "::- '-.. ", .~~ Resolution No. 07-261 Page 9