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HomeMy WebLinkAboutExhibit A - Updated Legal DescriptionSKETCH TO ACCOMPANY NORTH LINE OF N.E. 114, N. 114 (S. R. D. R/W P.B. 83-30) SEC. 35-53S, 41 E S. 87°47 28 "W. 368.36' — —— N. W. 20 STREET NORTH LINE; TRACT ; / I �-.SOUTH R/W LINE OF N.W. 20 STREET "M/AMI MUNICIPAL TRACT" I_ r , AS SHOWN ON R/W MAP STATE ROAD (P. B. 51, PG. 84) I o � NO. NW 20th STREET, SECTION 87502 N P. B. 83, PG. 30 ?605, I I z I W REMAINDER OF TRACT A o REMAINDER OF TRACT 'A" I I z `' (P. B. 51, PG. 84) I u i NOT —A —PART I N.87°47'28"E. (P.B. 51, PG. 84) I z P.O.B. 116.52' NOT -A -PART N.87°47'281 296.84 �* o N.87'48' 14'E N IC) � 91.39' N.88'01 '41 "E. 100.71' O Ica I Z Z—i o o � � o z L6 � � 150.0' \ "' N o v) 9.5' z 59.50, I PO ON F T CT I o (P. 51, G. 4) I I z � 1 CK) � I � S.87°57'S7W. 263.35' I m o REMAINDER OF TRACT A" cy' cy) (P.B. 51, PG. 84) o NOTA—PART z ct lk� I :' 0 14.01 ' LEGEND: N.86'32 39 E. L 9.50, P.B. DENOTES PLAT BOOK r< PG. DENOTES PAGE x CL DENOTES CENTERLINE a R/W. DENOTES RIGHT OF WAY 9 5 I z DENOTES SUBJECT PARCEL 150.0' P.O.C. DENOTES POINT OF COMMENCEMENT N P.O.B. DENOTES POINT OF z S.87`46'55V 351.35' BEGINNING _ _ ------ nnniiiuuuuiniii SOUTH LINE OF TRACT SCALE 1 "-100' ,��� �� EV ENUO� THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S ��4 ..•''CE iv r 1 OF 2 SHEETS �� �' =, REVISION S LAND SURVEYORS —ENGINEERS —LAND PLANNERS — 3240 CORPORATE M*41RAM� 3025 PHONE No.(954)435-7010 FAX No. (954)438-3288- *— ORDER N0. 215417 PREPAR UND R M(Y� �,vi�joN: STATEOF DATE. AUGUST 3, 2022 e e0 n�aks�onnson THIS IS NOT A "BOUNDARY SURVEY" MARK STEVEN JOHNSON, "tft Aj, GIAi..,,,,,..•�'� +♦��\ CERTIFICATE OF AUTHORIZATION No. LB-87 FLORIDA PROFESSIONAL LAND S , F1YQR No. __4,7rM R' V. A355341 \MIAMI YONICIPAL TRACT\SURVEY\DWG\NE 1-4 OE iVW 1-4 VERSION 2DWG LEGAL DESCRIPTION. A PORTION OF TRACT 'A'; 'MIAMI MUNICIPAL TRACT", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 51, PAGE 84, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF THE NORTHEAST 114 OF THE NORTHWEST 114 OF SECTION 35, TOWNSHIP 53 SOUTH, RANGE 41 LAST- THENCE RUN ALONG THE NORTH LINE OF SAID NORTHEAST 114 OF THE NORTHWEST 114 OF SECTION 35, TOWNSHIP 53 SOUTH, RANGE 41 EAST, SOUTH 87'4728" WEST FOR A DISTANCE OF 368.36 FEET,- THENCE RUN SOUTH 02°12'32" EAST FOR A DISTANCE OF 175.00 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED PARCEL: THENCE RUN NORTH 87°4728" EAST FOR A DISTANCE OF 116.52 FEET TO A POINT; THENCE RUN SOUTH 00°56 50" EAST FOR A DISTANCE OF 45.89 FEET TO A POINT - THENCE RUN NORTH 87°48' 14 " EAST FOR A DISTANCE OF 91. 39 FEET TO A POINT- THENCE RUN SOUTH O 1 '58' 19 " EAST FOR A DISTANCE OF 17.64 FEET TO A POINT; THENCE RUN NORTH 88°01 41 " EAST FOR A DISTANCE OF 100.71 FEET TO A POINT; THE NEXT DESCRIBED COURSE BEING ALONG A LINE PARALLEL WITH AND 59.50 FEET WESTERLY OF, AS MEASURED AT RIGHT ANGLES TO, THE EAST LINE OF SAID NORTHEAST 114 OF THE NORTHWEST 114 OF SECTION 35, TOWNSHIP 53 SOUTH, RANGE 41 EAST- THENCE RUN SOUTH 0125'14" EAST FOR A DISTANCE OF 433.45 FEET TO A POINT- THE NEXT DESCRIBED LINE BEING ALONG THE SOUTH LINE OF SAID TRACT 'A THENCE RUN SOUTH 87°4655" WEST FOR A DISTANCE OF 351.33 FEET TO A POINT- THENCE RUN NORTH 02°18'19" WEST FOR A DISTANCE OF 167.00 FEET TO A POINT, THENCE RUN NORTH 86°32 39" EAST FOR A DISTANCE OF 14.01 FEET TO A POINT, THENCE RUN NORTH O 1 ' 19'06 " WEST FOR A DISTANCE OF 85.95 FEET TO A POINT - THENCE RUN SOUTH 87°57 57" WEST FOR A DISTANCE OF 263.35 FEET TO A POINT; THENCE RUN NORTH 01 °5846" WEST FOR A DISTANCE OF 219.04 FEET TO A POINT; THENCE RUN ALONG A LINE PARALLEL WITH THE NORTH LINE OF SAID NORTHEAST 114 OF THE NORTHWEST 1/4 OF SECTION 35, NORTH 87°4728" EAST FOR A DISTANCE OF 296.84 FEET TO A POINT- THENCE RUN NORTH 0124 23" WEST FOR A DISTANCE OF 24.34 FEET TO THE POINT OF BEGINNING; CONTAINING 217,800 SQUARE FEET MORE OR LESS OR 5.000 ACRES MORE OR LESS. LYING AND BEING IN SECTION 35, TOWNSHIP 53 SOUTH, RANGE 41 EAST CITY OF MIAMI, MIAMI-DADE COUNTY, FLORIDA. NOTES: 1) BEARINGS SHOWN HEREON REFER TO AN ASSUMED BEARING OF N87°4728"E ALONG THE NORTH BOUNDARY LINE OF TRACT 'A" 2) AUTHENTIC COPIES OF THIS SKETCH AND LEGAL DESCRIPTION MUST BEAR THE EMBOSSED SEAL OF THE ATTESTING PROFESSIONAL LAND SURVEYOR. 3) THIS SKETCH HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITY (ENTITIES) NAMED HEREON ONLY. THE ATTACHED CERTIFICATION DOES NOT EXTEND TO ANY UNNAMED PARTIES. REV EN✓ O THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S��4 ..•%CE•� 2 OF 2 SHEETS \' =, REVISIONS LAND SURVEYORS -ENGINEERS -LAND PLANNERS - 3240 CORPORATE NMV* v111RAM� 3025 ORDER N0. ZH0NE 4J7No.(954)435-7010 FPREPAR (9UND4R8M(Y 28%V15JON: STATEOF �\ DATE: AUGUST 3, 2022 e0 THIS IS NOT A "BOUNDARY SURVEY" MARK STEVEN JOHNSON,'�,P•+I�XtL•..,,,,,..•�'� +♦�� `°\ CERTIFICATE OF AUTHORIZATION No. LB-87 FLORIDA PROFESSIONAL LAND'S FIY0 No. __4,7rx o``Q V:A355341\MIAVI MUNICIPAL TRACT\SURVEY\DING \NE 1-4 OE iVIN 1-4 VERSION 2DWG III II M