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Home My WebLink AboutLegal Description - 8-20-2021EXHIBIT A EXHIBIT "A" LEGAL DESCRIPTION: PARCEL "A" A PORTION OF BLOCKS 2 AND 4 OF SABAL PALM COURT, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 46 AT PAGE 66 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, AND A PORTION OF NE 3rd AVENUE LYING BETWEEN SAID BLOCKS 2 AND 4; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE MOST NORTHERLY NORTHWEST CORNER OF SAID BLOCK 2, THE SAME BEING THE NORTHEAST CORNER OF BLOCK 3 OF THE SAID PLAT OF SABAL PALM COURT; THENCE RUN EAST (NORTH 90°00'00" EAST), ALONG A LINE WHICH LIES 35 FEET SOUTH OF AND PARALLEL TO THE NORTH LINE OF SECTION 19 TOWNSHIP 53 SOUTH RANGE 42 EAST, THE SAME BEING ALONG THE NORTH LINE OF SAID BLOCK 2, THE EASTERLY PROLONGATION OF THE NORTH LINE OF SAID BLOCK 2 ACROSS NE 3rd AVENUE AND THE NORTH LINE OF SAID BLOCK 4, FOR A DISTANCE OF 1085.00 FEET TO A POINT, THE SAME BEING THE NORTHEAST CORNER OF BLOCK 4; THENCE RUN SOUTH 00°25'00" EAST, ALONG THE EAST LINE OF BLOCK 4 FOR A DISTANCE OF 100.00 FEET TO A POINT; THENCE RUN WEST (NORTH 90°00'00" WEST) ALONG A LINE PARALLEL WITH THE NORTH LINE OF SAID SECTION 19, FOR A DISTANCE OF 1085.00 FEET TO A POINT OF INTERSECTION WITH THE WESTERLY LINE OF SAID BLOCK 2, A LINE COMMON WITH THE EAST LINE OF BLOCK 3 OF THE SAID PLAT OF SABAL PALM COURT; THENCE RUN NORTH 00°25'00" WEST, ALONG THE LAST DESCRIBED LINE, FOR A DISTANCE OF 100.00 FEET TO THE POINT OF BEGINNING. Page 1 of 3 ER BROWNELL & ASSOCIATES, INC. SK. # SM-4101 GENERAL NOTES: This Description and Sketch to Accompany Legal Description does not represent a field boundary survey. Bearings are based on an assumed meridian, where the North line of Block 2 of the said plat of SABAL PALM COURT, bears East (North 90°00'00" East). All distances as shown are based on the US Survey foot. No title search has been conducted by nor was a title report provided to the surveyor. There may be easements, rights of way and/or other encumbrances affecting the easement area not disclosed hereon that a title report would evidence. SURVEYOR'S CERTIFICATION: This is to certify that this Legal Description and the Accompanying Sketch was prepared under my direction and that in my professional opinion is true and correct. I further certify that this SKETCH TO ACCOMPANY LEGAL DESCRIPTION meets the intent of the applicable provisions of the Standards of Practice, adopted by the Board of Professional Surveyors and Mappers, pursuant to Chapter 472.027 Florida Statutes, as set forth in Chapter 5J-17, Florida Administrative Code. DATED: 08/12/2021 E.R. BROWNELL & ASSOCIATES, INC., LB 761 Digitally signed by Thomas Brownell Date: 2021.08.12 '21:02:37 -04'00 THIS SKETCH AND DESCRIPTION, CONSISTING OF 3 PAGES, SHALL NOT BE CONSIDERED FULL, VALID AND COMPLETE UNLESS ATTACHED TO THE OTHERS AND HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THOMAS BROWNELL, PROFESSIONAL LAND SURVEYOR # 2891, STATE OF FLORIDA USING A DIGITAL SIGNATURE AND DATE, ON SHEET 2 OF 3, PURSUANT TO CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, UNDER SECTION 5J-17.062. THE "DIGITAL DATE" MAY NOT REFLECT THE DATE OF SURVEY OR THE LATEST REVISION DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Page 2of3 ER BROWNELL & ASSOCIATES, INC. SK. # SM-4101 0 v 2 BLOCK 3 SKETCH TO ACCOMPANY LEGAL PROPOSED SABAL PALM VILLAGE SAP T5-O ZONING North Line of Section 19 Township 53 S Range 42 E\ POC 1Northly NW Corner of Block 2 / NE Corner of Block 3 M9O° 0�' 00"C1085.00' 0 BLOCK 2 PB 46 PG 66 25' 00"W 100.00' Ss0° 10' 00"W 1085.00' Northeast corner Block S00° 25' 0p"E West line of Block 2 BLOCK 2 PB 46 PG 66 U BLOCK 2 PB 46 PG 66 BLOCK4 / PB 46 PG 66 /// East line of Block 4 � Z NE 53rd STREET (50'RINI(R)) GROSS AREA = 6439.99 SQ FT/ 1.48 ACRES NET AREA = 617 .93 SQ FT / 1.42 ACRES GROSS AREA = 44131. 6 SQ F\\T/ 1.01 ACRES NET AREA = 41498. SQ FT / Q.9\ 5 ACRES / 1 / BLOCK1 IPB 46 PG 66 , SURVEYOR'S MOTES: R = Radius A = Delta I BLOCK4 L = Arc Length/ Central Angle PB46 PG 66 POC = Point Of1Commencement POB = Point Of Beginning PR = Plat Rnnik NE 51th STREET (50'R/W(p)) PG = Page PT = Point Of Tangency PC = Point Of Curvature (P) = Plat NT = Not Tangent (CB) = Cord Bearing R/W = Right of Way This is sketch does not represent a field Boundary Survey BLOCK 4 PB 46 PG 66 NOTE: GROSS AREA TAKEN TO THE CENTERLINE OF PROPOSED RIGHT OF WAY NET AREA TAKEN TO THE PROPOSED LOT LINES LEGEND: PROPOSED LOT LINES = EXISTING PLAT = A PORTION OF BLOCK 2, 4 AND RIGHT OF WAY SABAL PALM COURT PB 46 PG 66 (PARCEL A) E.R. BROWNELL a ASSOC., INC. CONSULTING ENGINEERS LAND SURVEYORS 4957 Southwest 74th Court Miami, Florida, 33155 305.860.3866 Draw By: SMB Date: 08/12/21 Page: 3 of 3 Job #: 57894-C Scale: 1" = 200' Sketch No.: SM-4101 CAEvPOWS,. C�K ��,LE LEG„ .6.W.S.LEG,LAS78. K..POELEG, PARCELS „ SWING POE ,NE OPE8,z-z,ROWED DWG EXHIBIT "A" LEGAL DESCRIPTION: Parcel "B" A PORTION OF BLOCKS 2 AND 4 OF SABAL PALM COURT, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 46 AT PAGE 66 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, AND A PORTION OF NE 3RD AVENUE AND A PORTION OF NE 53RD STREET LYING BETWEEN AND SOUTH OF SAID BLOCKS 2 AND 4 AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE MOST NORTHERLY NORTHWEST CORNER OF SAID BLOCK 2, THE SAME BEING THE NORTHEAST CORNER OF BLOCK 3 OF THE SAID PLAT OF SABAL PALM COURT; THENCE RUN SOUTH 00°25'00" EAST, ALONG THE WEST LINE OF SAID BLOCK 2, FOR A DISTANCE OF 100.00 FEET TO THE POINT OF BEGINING; THENCE RUN EAST (NORTH 90°00'00" EAST) , ALONG A LINE WHICH LIES 135 FEET SOUTH OF AND PARALLEL WITH THE NORTH LINE OF SECTION 19 TOWNSHIP 53 SOUTH RANGE 42 EAST OVER AND SAID BLOCK 2 AND 4 ACROSS NE 3rd AVENUE FOR A DISTANCE OF 1085.00 FEET TO A POINT OF INTERSECTION WITH THE EAST LINE OF SAID BLOCK 4; THENCE RUN SOUTH 00°25'00" EAST, ALONG THE EAST LINE OF BLOCK 4 FOR A DISTANCE OF 48.31 FEET TO A POINT; THENCE RUN SOUTH 13°32'45" WEST, ALONG THE EASTERLY LINE OF BLOCK 4 FOR A DISTANCE OF 790.12 FEET TO A POINT; THENCE RUN NORTH 84°21'43" WEST FOR A DISTANCE OF 192.70 FEET TO A POINT; THENCE RUN NORTH 14°40'44" EAST FOR A DISTANCE OF 647.65 FEET TO A POINT; THENCE RUN WEST (NORTH 90°00'00" WEST) ALONG A LINE PARALLEL WITH THE NORTH LINE OF SAID SECTION 19FOR A DISTANCE OF 871.39 FEET TO A POINT OF INTERSECTION WITH THE WESTERLY LINE OF SAID BLOCK 2, A LINE COMMON WITH THE EAST LINE OF BLOCK 3 OF THE SAID PLAT OF SABAL PALM COURT; THENCE RUN NORTH 00°25'00" WEST, ALONG THE LAST DESCRIBED LINE, FOR A DISTANCE OF 171.00 FEET TO THE POINT OF BEGINNING. Page 1 of 3 ER BROWNELL & ASSOCIATES, INC. SK. # SM-4102 GENERAL NOTES: This Description and Sketch to Accompany Legal Description does not represent a field boundary survey. Bearings are based on an assumed meridian, where the West line of Block 2 of the said plat of SABAL PALM COURT, bears South 00°25'00" East. All distances as shown are based on the US Survey foot. No title search has been conducted by nor was a title report provided to the surveyor. There may be easements, rights of way and/or other encumbrances affecting the easement area not disclosed hereon that a title report would evidence. SURVEYOR'S CERTIFICATION: This is to certify that this Legal Description and the Accompanying Sketch was prepared under my direction and that in my professional opinion is true and correct. I further certify that this SKETCH TO ACCOMPANY LEGAL DESCRIPTION meets the intent of the applicable provisions of the Standards of Practice, adopted by the Board of Professional Surveyors and Mappers, pursuant to Chapter 472.027 Florida Statutes, as set forth in Chapter 5J-17, Florida Administrative Code. DATED: 08/12/2021 E.R. BROWNELL & ASSOCIATES, INC., LB 761 Digitally signed by Thomas Brownell Date: 2021.08.12 '21:03:40 -04'00 THIS SKETCH AND DESCRIPTION, CONSISTING OF 3 PAGES, SHALL NOT BE CONSIDERED FULL, VALID AND COMPLETE UNLESS ATTACHED TO THE OTHERS AND HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THOMAS BROWNELL, PROFESSIONAL LAND SURVEYOR # 2891, STATE OF FLORIDA USING A DIGITAL SIGNATURE AND DATE, ON SHEET 2 OF 3, PURSUANT TO CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, UNDER SECTION 5J-17.062. THE "DIGITAL DATE" MAY NOT REFLECT THE DATE OF SURVEY OR THE LATEST REVISION DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Page 2of3 ER BROWNELL & ASSOCIATES, INC. SK. # SM-4102 BLOCK 3 SKETCH TO ACCOMPANY LEGAL PROPOSED SABAL PALM VILLAGE SAP T6-8a-O ZONING POC orN thly NW Corner of Block 2 / NE Corner of Block 3 OB z S00° 25' 00"E 100.00' West line of Block 2 BLOCK 2 PB 46 PG 66 4 \North Line of Sect'on 19 Township 53 S Rnge 42 E N90° OQ' 00"E 1085.00' � z BLOCK 4 PB 46 PG 66 �„.---N00° 25' 00"W 171.00' SABAL PALM VILLAGE SAP T6-8a-O BLOCK 2 PB 46 PG 66 N90° 00' 00"W 871.39'—\ NE 53rd \ STREET (soaniv(P BLOCK 2 PB 46 PG 66 SURVEYOR'S NOTES: R = Radius A = Delta L = Arc Length/ Central pkngle POC - Point Of Commcnc mcnt POB = Point Of Beginning PB = Plat Book PG = Page PT = Point Of Tangency PC = Point Of Curvature (P) = Plat NT = Not Tangent (CB) = Cord Bearing R/W = Right of Way This is sketch does not represent a field Boundary Survey U SOO° 25' 00"E 48.31'- East lire of Block 4� Easterly lie .f Block 4 GROSS AREA = 218890.78 SQ FT/ 5.03 ACRES NET AREA = 1896 .4 \\SQ FT / 4.35 ACRES GROSS AREA = 85512.35,5Q FT/ 1.9ACRES NET AREA = 71591.15 S FT/1.64A RES BLOCK 4 PB 46 PG 66 / BLOCK1 PB 46 PG 66 <_u NE (50' 5 RR/W (P)) STREET U 11N84° 21' 43"W 192.70' 1 NOTE: GROSS AREA TAKEN TO THE CENTERLINE OF PROPOSED RIGHT OF WAY NET AREA TAKEN TO THE PROPOSED LOT LINES LEGEND: PROPOSED LOT LINES = EXISTING PLAT = A PORTION OF BLOCK 2, 4 AND RIGHT OF WAY SABAL PALM COURT PB 46 PG 66 (PARCEL B) E.R. BROWNELL a ASSOC., INC. CONSULTING ENGINEERS LAND SURVEYORS 4957 Southwest 74th Court Miami, Florida, 33155 305.860.3866 Draw By: SMB Date: 08/12/21 Page: 3 of 3 Job #: 57894-C Scale: 1 "=200' Sketch No.: SM-4102 CLEa,PRo,5,89C (SKETCH AND LEG„ o SKETCH& LEGACA7890 SKETCH AND LEGAL PARCELS ALG ZONING AND LANE USE 8-12-21 REASEE ELVG EXHIBIT "A" LEGAL DESCRIPTION: PARCEL "C" A PORTION OF BLOCK 4 OF SABAL PALM COURT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 46 AT PAGE 66 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, AND A PORTION OF NE 51sT STREET; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHEAST CORNER OF SAID BLOCK 4; THENCE RUN NORTH 13°32'45" EAST ALONG THE EASTERLY LINE OF SAID BLOCK 4 A DISTANCE OF 159.55 FEET TO A POINT; THENCE RUN NORTH 84°21'43" WEST A DISTANCE OF 192.70 FEET TO A POINT; THENCE RUN NORTH 14°40'44" EAST A DISTANCE OF 5.06 FEET TO A POINT; THENCE RUN NORTH 84°21'43" WEST A DISTANCE OF 212.73 FEET TO A POINT; THENCE RUN SOUTH 02°28'52" WEST A DISTANCE OF 200.03 FEET TO A POINT LOCATED ON THE SOUTH LINE OF SAID BLOCK 4; THENCE RUN NORTH 90°00'00" EAST A DISTANCE OF 373.47 FEET TO POINT OF BEGINNING. Page 1 of 3 ER BROWNELL & ASSOCIATES, INC. SK. # SM-4103 GENERAL NOTES: This Description and Sketch to Accompany Legal Description does not represent a field boundary survey. Bearings are based on an assumed meridian, where the Easterlyline of Block 4 of the said plat of SABAL PALM COURT, bears NORTH 13°32'45" EAST. All distances as shown are based on the US Survey foot. No title search has been conducted by nor was a title report provided to the surveyor. There may be easements, rights of way and/or other encumbrances affecting the easement area not disclosed hereon that a title report would evidence. SURVEYOR'S CERTIFICATION: This is to certify that this Legal Description and the Accompanying Sketch was prepared under my direction and that in my professional opinion is true and correct. I further certify that this SKETCH TO ACCOMPANY LEGAL DESCRIPTION meets the intent of the applicable provisions of the Standards of Practice, adopted by the Board of Professional Surveyors and Mappers, pursuant to Chapter 472.027 Florida Statutes, as set forth in Chapter 5J-17, Florida Administrative Code. DATED: 08/12/2021 E.R. BROWNELL & ASSOCIATES, INC., LB 761 Digitally signed by Thomas Brownell Date: 2021.08.12 '21:00:44 -04'00 THIS SKETCH AND DESCRIPTION, CONSISTING OF 3 PAGES, SHALL NOT BE CONSIDERED FULL, VALID AND COMPLETE UNLESS ATTACHED TO THE OTHERS AND HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THOMAS BROWNELL, PROFESSIONAL LAND SURVEYOR # 2891, STATE OF FLORIDA USING A DIGITAL SIGNATURE AND DATE, ON SHEET 2 OF 3, PURSUANT TO CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, UNDER SECTION 5J-17.062. THE "DIGITAL DATE" MAY NOT REFLECT THE DATE OF SURVEY OR THE LATEST REVISION DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Page 2of3 ER BROWNELL & ASSOCIATES, INC. SK. # SM-4103 2 0) BLOCK 3 SKETCH TO ACCOMPANY LEGAL PROPOSED SABAL PALM VILLAGE SAP T6-8b-O ZONING BLOCK 2 PB 46 PG 66 BLOCK 2 PB 46 PG 66 BLOCK 2 PB 46 PG 66 NE 53rd STREET \North Line of Section 19 (township 53 S Range 42 E BLOCK 4 PB 46 PG 66 (50' Rmv (P 1 \ BLOCK1 PB 46 PG 66 \ / \ / \ / N14° 40\44"E 5.06' N84° 21' 43"W A2.73' NE (50 5! �rP))STREET GROSS AREA = 69396.16 SQ FT/ 1.59 ACRES NET AREA = 64250.36 SQ FT / 1.47 ACRES SURVEYOR'S NOTES: S02° 28' 52"W 200.03' BLOCK 4 R =Radius PB 46 PG 66 A = Delta L = Arc Length/ Central ngle POC - Pui,,t-ef-Cum,.,rrc. lul 1 POB = Point Of Beginning PB = Plat Book PG = Page PT = Point Of Tangency PC = Point Of Curvature (P) = Plat NT = Not Tangent (CB) = Cord Bearing R/W = Right of Way This is sketch does not represent a field Boundary Survey BLOCK 4 PB 46 PG 66 N84° 21'/43"W 192.70' Easterly Line of Block N13° 32' 45"E 159.55' POB SE Corner of Block 4 e i NOTE: GROSS AREA TAKEN TO THE CENTERLINE OF PROPOSED RIGHT OF WAY NET AREA TAKEN TO THE PROPOSED LOT LINES LEGEND: PROPOSED LOT LINES = EXISTING PLAT = A PORTION OF BLOCK 4 AND RIGHT OF WAY SABAL PALM COURT PB 46 PG 66 (PARCEL C) E.R. BROWNELL a ASSOC., INC. CONSULTING ENGINEERS LAND SURVEYORS 4957 Southwest 74th Court Miami, Florida, 33155 305.860.3866 Draw By: SMB Date: 08/12/21 Page: 3 of 3 Job #: 57894-C Scale: 1 "=200' Sketch No.: SM-4103 CLEO,PRo,5,89C (SKETCH ,LE LEG„ osKE,CLLEG,Lu,90SKETCH AND LEG, PARCELS „LG ZONING AND LEND USE 8-,z-z,REM SEE EL, EXHIBIT "A" LEGAL DESCRIPTION: Parcel "D" A PORTION OF BLOCK 4 OF SABAL PALM COURT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 46 AT PAGE 66 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, AND A PORTION OF NE 51sT STREET; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF SAID BLOCK 4; THENCE RUN WEST (NORTH 90°00'00" WEST) ALONG THE SOUTH LINE OF SAID B LOCK 4 A DISTANCE OF 373.47 FEET TO POINT OF BEGINNING; THENCE CONTINUE RUN WEST (NORTH 90°00'00" WEST) ALONG THE SOUTH LINE OF SAID BLOCK 4 FOR A DISTANCE OF 451.38 FEET TO A POINT; THENCE RUN NORTH 00°00'40" EAST A DISTANCE OF 222.99 FEET TO A POINT; THENCE RUN EAST (SOUTH 90°00'00" EAST) PARALLEL TO THE SOUTH LINE OF SAID BLOCK 4, A DISTANCE OF 225.49 FEET TO A POINT; THENCE RUN SOUTH 84°21'43" EAST A DISTANCE OF 235.64 FEET TO A POINT; THENCE RUN SOUTH 02°28'52" WEST A DISTANCE OF 200.03 FEET TO POINT OF BEGINNING. Page 1 of 3 ER BROWNELL & ASSOCIATES, INC. SK. # SM-4104 GENERAL NOTES: This Description and Sketch to Accompany Legal Description does not represent a field boundary survey. Bearings are based on an assumed meridian, where the South line of Block 4 of the said plat of SABAL PALM COURT, bears WEST (NORTH 90°00'00" WEST). All distances as shown are based on the US Survey foot. No title search has been conducted by nor was a title report provided to the surveyor. There may be easements, rights of way and/or other encumbrances affecting the easement area not disclosed hereon that a title report would evidence. SURVEYOR'S CERTIFICATION: This is to certify that this Legal Description and the Accompanying Sketch was prepared under my direction and that in my professional opinion is true and correct. I further certify that this SKETCH TO ACCOMPANY LEGAL DESCRIPTION meets the intent of the applicable provisions of the Standards of Practice, adopted by the Board of Professional Surveyors and Mappers, pursuant to Chapter 472.027 Florida Statutes, as set forth in Chapter 5J-17, Florida Administrative Code. DATED: 08/12/2021 E.R. BROWNELL & ASSOCIATES, INC., LB 761 Digitally signed by Thomas Brownell Date: 2021.08.12 '21:05:29 -04'00 THIS SKETCH AND DESCRIPTION, CONSISTING OF 3 PAGES, SHALL NOT BE CONSIDERED FULL, VALID AND COMPLETE UNLESS ATTACHED TO THE OTHERS AND HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THOMAS BROWNELL, PROFESSIONAL LAND SURVEYOR # 2891, STATE OF FLORIDA USING A DIGITAL SIGNATURE AND DATE, ON SHEET 2 OF 3, PURSUANT TO CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, UNDER SECTION 5J-17.062. THE "DIGITAL DATE" MAY NOT REFLECT THE DATE OF SURVEY OR THE LATEST REVISION DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Page 2of3 ER BROWNELL & ASSOCIATES, INC. SK. # SM-4104 SKETCH TO ACCOMPANY LEGAL PROPOSED SABAL PALM VILLAGE SAP T6-8a-O ZONING BLOCK 3 BLOCK 2 PB 46 PG 66 BLOCK 2 PB 46 PG 66 BLOCK PB 46 PG 66 S84° 21' 43"E S90° 00' 00"E 225.49'� 235.64' \North Line of Section 19 1 / /Township 53 S Range 42 E \ Z a R- NE 53rd STREET S02° 28' 52"W 200.03' �.„---N00° 00' 40"E 222.99' SURVEYOR'S NOTES: R 0 A = Delta L = Arc Length/ Central Angle POC = Point Of Commencement POB = Point Of Beginning ^ • • PB = Plat Book PG = Page PT = Point Of Tangency PC = Point Of Curvature (P) = Plat NT = Not Tangent (CB) = Cord Bearing R/W = Right of Way This is sketch does not represent a field Boundary Survey BLOCK 4 PB 46 PG 66 N90° 00' 00"W 451.38' BLOCK 4 PB 46 PG 66 (so' wW (P)) BLOCK1 PB 46 PG 66 \\ / \ / NE (50'57th W(P)) STREET W OB BLOCK 4 PB 46 PG 66 roo GROSS AREA = 99000.84 SQ P T/ 2.27 ACRES NET AREA = 87489.83 SQ FT 2.01 ACRES POC SE Corner of Block 4 N90° 00' 00"W 373.47' NOTE: GROSS AREA TAKEN TO THE CENTERLINE OF PROPOSED RIGHT OF WAY NET AREA TAKEN TO THE PROPOSED LOT LINES LEGEND: PROPOSED LOT LINES = EXISTING PLAT = A PORTION OF BLOCK 4 AND RIGHT OF WAY SABAL PALM COURT PB 46 PG 66 (PARCEL D) E.R. BROWNELL a ASSOC., INC. CONSULTING ENGINEERS LAND SURVEYORS 4957 Southwest 74th Court Miami, Florida, 33155 305.860.3866 Draw By: SMB Date: 08/12/21 Page: 3 of 3 Job #: 57894-C Scale: 1"=200' Sketch No.: SM-4104 CLEO.205,89C (SKETCH AND LEGAL o sKE,CHLEG,Cu,a9,SKETCH AND LEGAL PARCELS A,ZONING AND LANE USE 8-,z-z,REMsEoo EXHIBIT "A" LEGAL DESCRIPTION: Parcel "E" A PORTION OF BLOCKS 2 AND BLOCK 4 OF SABAL PALM COURT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 46 AT PAGE 66 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, AND A PORTION OF NE 51ST STREET LYING BETWEEN SAID BLOCKS 2 AND 4; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHWEST CORNER OF SAID BLOCK 4; THENCE RUN NORTH 00°25'00" WEST ALONG THE PROLONGATION OF THE WEST LINE OF BLOCK 4, THE SAME BEING A LINE WHICH LIES 35 FEET EAST OF AND PARALLEL WITH THE WEST LINE OF SECTION 19 TOWNSHIP 53 SOUTH RANGE 42 EAST, FOR A DISTANCE OF 371.59 FEET TO A POINT, SAID POINT BEING THE SOUTHWEST CORNER OF BLOCK 3 OF SABAL PALM COURT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 46 AT PAGE 66 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; THENCE RUN NORTH 90°00'00" EAST ALONG THE SOUTH LINE OF SAID BLOCK 3 AND PARALLEL TO THE SOUTH LINE OF SAID BLOCK 4, A DISTANCE OF 200 FEET TO A POINT; SAID POINT BEING THE SOUTHEAST CORNER OF SAID BLOCK 3; THENCE RUN SOUTH 00°00'57" WEST, A DISTANCE OF 148.59 FEET TO A POINT; THENCE RUN EAST (SOUTH 90°00'00" EAST), PARALLEL TO THE SOUTH LINE OF SAID BLOCK 4, A DISTANCE OF 33.79 FEET TO A POINT; THENCE RUN SOUTH 00°00'40" WEST, A DISTANCE OF 222.99 FEET TO A POINT LOCATED ON THE SOUTH LINE OF SAID BLOCK 4; THENCE RUN NORTH 90°00'00" WEST ALONG THE SOUTH LINE OF SAID BLOCK 4, A DISTANCE OF 231.00 FEET TO POINT OF BEGINNING. Page 1 of 3 ER BROWNELL & ASSOCIATES, INC. SK. # SM-4105 GENERAL NOTES: This Description and Sketch to Accompany Legal Description does not represent a field boundary survey. Bearings are based on an assumed meridian, where the West line of Block 4 of the said plat of SABAL PALM COURT, bears NORTH 00°25'00" WEST. All distances as shown are based on the US Survey foot. No title search has been conducted by nor was a title report provided to the surveyor. There may be easements, rights of way and/or other encumbrances affecting the easement area not disclosed hereon that a title report would evidence. SURVEYOR'S CERTIFICATION: This is to certify that this Legal Description and the Accompanying Sketch was prepared under my direction and that in my professional opinion is true and correct. I further certify that this SKETCH TO ACCOMPANY LEGAL DESCRIPTION meets the intent of the applicable provisions of the Standards of Practice, adopted by the Board of Professional Surveyors and Mappers, pursuant to Chapter 472.027 Florida Statutes, as set forth in Chapter 5J-17, Florida Administrative Code. DATED: 08/12/2021 E.R. BROWNELL & ASSOCIATES, INC., LB 761 THIS SKETCH AND DESCRIPTION, CONSISTING OF 3 PAGES, SHALL NOT BE CONSIDERED FULL, VALID AND COMPLETE UNLESS ATTACHED TO THE OTHERS AND HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THOMAS BROWNELL, PROFESSIONAL LAND SURVEYOR # 2891, STATE OF FLORIDA USING A DIGITAL SIGNATURE AND DATE, ON SHEET 2 OF 3, PURSUANT TO CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, UNDER SECTION 5J-17.062. THE "DIGITAL DATE" MAY NOT REFLECT THE DATE OF SURVEY OR THE LATEST REVISION DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Page 2 of 3 ER BROWNELL & ASSOCIATES, INC. SK. # SM-4105 0Ln co SKETCH TO ACCOMPANY LEGAL PROPOSED SABAL PALM VILLAGE SAP PARKS AND RECREATION LAND USE AND CS ZONING SURVEYORS NOTES: R = Radius = Delta L = Arc Length/ Central Angle POC = Point Of Commencement POB = Point Of Beginning PB = Plat Book PG = Page PT = Point Of Tangency PC = Point Of Curvature (P) = Plat NT = Not Tangent (CB) = Cord Bearing RNV= Right of Way This is sketch does not represent a field Boundary Survey S-Line of Block 3 W-Line of Block 2 SW Corner of Block 33 35.0' BLOCK 3 BLOCK 2 PB 46 PG 66 N90° 00' 00"E BLOCK 2 PB 46 PG 66 NE 53rd \North Line of Section 19 (township 53 S Range 42 E z z ?2, z 1 STREET BLOCK 4 PB 46 PG 66 (50' RNV(P)) 200.00' BLOCK 1 w PB 46 PG 66 SE Corner of Z Block 3 \ �S00° 00' 57"W 148.59' BLOCK 2 PB 46 PG 66 GROSS AREA = 29633.88 SQ FT/ 0.68 ACRES NET AREA = 24529.84 SQ FT / 0.56 ACRES\ S9 ° 00' 00"E 33.79' �N00° 25' 00"W 371.59' NE 51th STREET W-Line of Block 4 (50,R/W(P)) GROSS AREA = 51697.33 SQ FT/ 1.19 ACRES o�NET AREA = 45742.77 SQ FT / 1.05 ACRES' POB BLOCK 4 SW Corner of �'S00° 00' 40"W 222.99' 1 PB 46 PG 66 Block 4 S-Line of Block 4 West Line of Section 19 Township 53 S Range 42 E ti 0 N90° 00' 00"W 231.00' NOTE: GROSS AREA TAKEN TO THE CENTERLINE OF PROPOSED RIGHT OF WAY NET AREA TAKEN TO THE PROPOSED LOT LINES LEGEND: PROPOSED LOT LINES = FXICTIM( PI AT = BLO 4B-46- A PORTION OF BLOCK 2,4 AND RIGHT OF WAY SABAL PALM COURT PB 46 PG 66 (PARCEL E) E.R. BROWNELL & ASSOC., INC. CONSULTING ENGINEERS LAND SURVEYORS 4957 Southwest 74th Court Miami, Florida, 33155 305.860.3866 Draw By: SMB Date: 08/12/21 Page: 3 of 3 Job #: 57894-C Scale: 1"=200' Sketch No.: SM-4105 (S,I1,1KN1LtbAL)..SKrIGH,Lt1.126,.SKt11MULEI PARR��N�N� �L..USE tl-,z-z,kEVI5ELIVw EXHIBIT "A" LEGAL DESCRIPTION: Parcel "F" A PORTION OF BLOCK 2 OF SABAL PALM COURT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 46 AT PAGE 66 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, AND A PORTION OF NE 54TH STREET, AND A PORTION OF NE 2ND COURT; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHEAST CORNER OF BLOCK 3 OF SABAL PALM COURT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 46 AT PAGE 66 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; THENCE RUN NORTH 00°25'00" WEST ALONG THE EAST LINE OF SAID BLOCK 3, THE SAME BEING THE WEST LINE OF SAID BLOCK 2, A DISTANCE OF 428.99 FEET TO A POINT; THENCE RUN EAST (NORTH 90°00'00" EAST), A DISTANCE OF 176.15 FEET TO A POINT; THENCE RUN SOUTH 00°25'00" EAST, PARALLEL TO THE WEST LINE OF SAID BLOCK 2, A DISTANCE OF 577.58 FEET TO A POINT; THENCE RUN WEST (NORTH 90°00'00" WEST), A DISTANCE OF 177.28 FEET TO A POINT; THENCE RUN NORTH 00°00'57" EAST A DISTANCE OF 148.59 TO POINT OF BEGINNING. Page 1 of 3 ER BROWNELL & ASSOCIATES, INC. SK. # SM-4106 GENERAL NOTES: This Description and Sketch to Accompany Legal Description does not represent a field boundary survey. Bearings are based on an assumed meridian, where the East line of Block 3 of the said plat of SABAL PALM COURT, bears (North 00°25'00" West). All distances as shown are based on the US Survey foot. No title search has been conducted by nor was a title report provided to the surveyor. There may be easements, rights of way and/or other encumbrances affecting the easement area not disclosed hereon that a title report would evidence. SURVEYOR'S CERTIFICATION: This is to certify that this Legal Description and the Accompanying Sketch was prepared under my direction and that in my professional opinion is true and correct. I further certify that this SKETCH TO ACCOMPANY LEGAL DESCRIPTION meets the intent of the applicable provisions of the Standards of Practice, adopted by the Board of Professional Surveyors and Mappers, pursuant to Chapter 472.027 Florida Statutes, as set forth in Chapter 5J-17, Florida Administrative Code. DATED: 08/12/2021 E.R. BROWNELL & ASSOCIATES, INC., LB 761 THIS SKETCH AND DESCRIPTION, CONSISTING OF 3 PAGES, SHALL NOT BE CONSIDERED FULL, VALID AND COMPLETE UNLESS ATTACHED TO THE OTHERS AND HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THOMAS BROWNELL, PROFESSIONAL LAND SURVEYOR # 2891, STATE OF FLORIDA USING A DIGITAL SIGNATURE AND DATE, ON SHEET 2 OF 3, PURSUANT TO CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, UNDER SECTION 5J-17.062. THE "DIGITAL DATE" MAY NOT REFLECT THE DATE OF SURVEY OR THE LATEST REVISION DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Page 2 of 3 ER BROWNELL & ASSOCIATES, INC. SK. # SM-4106 0 SKETCH OO MY PROPOSED SABAL PALM VILLAGELEGAL SAPTO T6-8b-ACCZONING orthly NW Corner of Block 2 / NE Corner of Block 3 BLOCK 2 PB 46 PG 66 W W Q \a E-Line of Block 3 FN90° 00' 00"E 176.15' W-Line of Block 2(13 NE 53rd STREET (50•R/W(P)) BLOCK 3 POB - SE Corne Block 3 BLOCK 2 PB 46 PG66 NOO° 25' 00"W 428.99 GROSS AREA = 101824.07 Q FT/ 2.34 ACRES /NET AREA = 83639.41 SQ / 192 ACRES BLOCK 2 / 1 PB 46 PG 66 SOO° 25' 00"E/577.58' 1 BLOCK 1 PB46 PG66 tt / / / N00° 00' 57"E 148.59'l N90° 00' 00"W 177.28' BLOCK 4 PB46 PG66 NE 51th STREET (50' RN (P)) North Line of Section 19 Townshfip 53 S Range 42 E BLOCK 4 PB46 PG66 BLOCK 4 PB46 PG66 SURVEYORS NOTES: R = Radius = Delta L = Arc Length Central Angle POC = Point Of mmencement POB = Point Of Beginning PB = Plat Book PG = Page PT = Point Of Tangency PC = Point Of Curvature NOTE: GROSS AREA TAKEN TO THE CENTERLINE OF PROPOSED RIGHT OF WAY (P) = Plat NET AREA TAKEN TO THE PROPOSED LOT LINES NT = Not Tangent (CB) = Cord Bearing LEGEND: R/W= Right of Way PROPOSED LOT LINES = This is sketch does not represent a field EXISTING PLAT = Boundary Survey A PORTION OF BLOCK 2 AND RIGHT OF WAY SABAL PALM COURT PB 46 PG 66 (PARCEL F) E.R. BROWNELL a ASSOC., INC. CONSULTING ENGINEERS LAND SURVEYORS 4957 Southwest 74th Court Miami, Florida, 33155 305.860.3866 Draw By: SMB Date: 08/12/21 Page: 3 of 3 Job #: 57894-C Scale: 1 "=200' Sketch No.: SM-4106 FILECLI,C057894 C (SKETCH AND LEGALMVVG.KETCH LEGAL,57894 SKETCH MD LEGAL PARCELS A-G ZONING AND LAND USE 812,1 REVSED DWG EXHIBIT "A" LEGAL DESCRIPTION: Parcel "G" ALL OF BLOCK 1 OF SABAL PALM COURT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 46 AT PAGE 66 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, AND A PORTION OF NE 51ST STREET, AND A PORTION OF NE 2ND COURT, AND A PORTION OF NE 3RD COURT, AND A PORTION OF NE 53RD STREET; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHERLY NORTHWEST CORNER OF BLOCK 2 OF SABAL PALM COURT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 46 AT PAGE 66 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, SAID POINT BEING THE NORTHEAST CORNER OF BLOCK 3 OF SAID PLAT OF SABAL PALM COURT; THENCE RUN SOUTH 00°25'00" EAST ALONG THE WEST LINE OF SAID BLOCK 2, THE SAME BEING THE EAST LINE OF SAID BLOCK 3, A DISTANCE OF 271.01 FEET TO A POINT; THENCE RUN EAST (NORTH 90°00'00" EAST) PARALLEL TO THE MOST NORTHERLY LINE OF SAID BLOCK 2, A DISTANCE OF 176.15 FEET TO POINT OF BEGINNING; THENCE CONTINUE RUN EAST (NORTH 90°00'00" EAST), A DISTANCE OF 695.23 FEET TO A POINT; THENCE RUN SOUTH 14°40'44" WEST, A DISTANCE OF 642.59 FEET TO A POINT; THENCE RUN NORTH 84°21'43" WEST, A DISTANCE OF 448.37 FEET TO A POINT; THENCE RUN WEST (NORTH 90°00'00" WEST) PARALLEL TO THE NORTH LINE OF SAID BLOCK 2, A DISTANCE OF 82.00 FEET TO A POINT; THENCE RUN NORTH 00°25'00" WEST PARALLEL TO THE WEST LINE OF SAID BLOCK 2, A DISTANCE OF 577.58 FEET TO POINT OF BEGINNING. Page 1 of 3 ER BROWNELL & ASSOCIATES, INC. SK. # SM-4107 GENERAL NOTES: This Description and Sketch to Accompany Legal Description does not represent a field boundary survey. Bearings are based on an assumed meridian, where the West line of Block 2 of the said plat of SABAL PALM COURT, bears (South 00°25'00" East). All distances as shown are based on the US Survey foot. No title search has been conducted by nor was a title report provided to the surveyor. There may be easements, rights of way and/or other encumbrances affecting the easement area not disclosed hereon that a title report would evidence. SURVEYOR'S CERTIFICATION: This is to certify that this Legal Description and the Accompanying Sketch was prepared under my direction and that in my professional opinion is true and correct. I further certify that this SKETCH TO ACCOMPANY LEGAL DESCRIPTION meets the intent of the applicable provisions of the Standards of Practice, adopted by the Board of Professional Surveyors and Mappers, pursuant to Chapter 472.027 Florida Statutes, as set forth in Chapter 5J-17, Florida Administrative Code. DATED: 08/12/2021 E.R. BROWNELL & ASSOCIATES, INC., LB 761 Digitally signed by Thomas Brownell Date: 2021.08.12 '21:09:22 -04'00 THIS SKETCH AND DESCRIPTION, CONSISTING OF 3 PAGES, SHALL NOT BE CONSIDERED FULL, VALID AND COMPLETE UNLESS ATTACHED TO THE OTHERS AND HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THOMAS BROWNELL, PROFESSIONAL LAND SURVEYOR # 2891, STATE OF FLORIDA USING A DIGITAL SIGNATURE AND DATE, ON SHEET 2 OF 3, PURSUANT TO CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, UNDER SECTION 5J-17.062. THE "DIGITAL DATE" MAY NOT REFLECT THE DATE OF SURVEY OR THE LATEST REVISION DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Page 2of3 ER BROWNELL & ASSOCIATES, INC. SK. # SM-4107 8 0 (,) SKETCH TO ACCOMPANY LEGAL PROPOSED SABAL PALM VILLAGE Poc SAP T6-12-0 ZONING Northly NW Corner of Block 2 / NE Corner of Block 3 \North Line of Section 19 E-Line of Block 3 W-Line of Block 2 BLOCK 3 BLOCK 2 PB 46 PG 66 BLOCK 2 PB 46 PG 66 p90° 00' 00"E -Line of Block 2 BLOCK 2 PB 46 PG 66 SOO° 25' 00"E 271.01' N90° 00' 00"E 176.15' \ l( OB NET AREA TAKEN TO THE PROPOSED LOT LINES NE 53rd STREET N90° 00' 00"E 695.23' /ftownship 53 S Range 42 E (50' ww (P S14° 40' 44"W 642.59' GROSS AREA 3 366722.34 SQ FT/ 8.42 AdRES NET AREA d 307541.35 SQ FT/7.06 AC ES BLOCK1 , PB 46 PG 66 N90° 00' 00"W 82.00' N84° 21' 43"W 448.37' STREET BLOCK 4 PB 46 PG 66 BLOCK 4 PB 46 PG 66 SURVEYOR'S NOTE BLOCK4 R = Radius PB 46 PG 66 A = Delta L = Arc Length/ V entral Angle POC = Point Of Co mencement POB = Point Of Boginning PB = Plat Book PG = Page PT = Point Of Tangency PC = Point Of Curvature (P) = Plat NOTE: GROSS AREA TAKEN TO THE CENTERLINE OF PROPOSED RIGHT OF WAY NT = Not Tangent LEGEND: PROPOSED LOT LINES = EXISTING PLAT = (CB) = Cord Bearing R/W = Right of Way This is sketch does not represent a field Boundary Survey BLOCK 1 AND RIGHT OF WAY SABAL PALM COURT PB 46 PG 66 (PARCEL G) E.R. BROWNELL a ASSOC., INC. CONSULTING ENGINEERS LAND SURVEYORS 4957 Southwest 74th Court Miami, Florida, 33155 305.860.3866 Draw By: SMB Date: 08/12/21 Page: 3 of 3 Job #: 57894-C Scale: 1"=200' Sketch No.: SM-4107 CAEvPROLES,. C (SKETCH ,LE LEG„ o sKE,CLIE.LEG,Lu,SKETCH AND LEG, PARCELS „LG ZONING AND LEND USE 8-,z-z,REM SEE EL,