Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SURVEYS
POINT OF COMMENCEMENT STA: 135 + 71.38' 68.44' S89'57' 03"E ABBREVIATIONS (C) CALCULATED (M) MEASURED (P) PLAT DATA CONC. CONCRETE A DELTA ANGLE FFE FINISHED FLOOR ELEVATION IRC IRON ROD & CAP L ARC LENGTH LB LICENSED BUSINESS N/D NAIL AND DISK SYMBOLOGY CENTERLINE ® TELEPHONE UTILITY 0 ELECTRIC Box D4 VALVE ® WATER METER 0 CONCRETE cla3 WOOD POWER POLE DIRT ROAD 6' PVC FENCE MAILBOX BENCHMARK WELL GUY ANCHOR �- SIGN NAVD NORTH AMERICAN VERTICAL DATUM NR NON RADIAL ORB OFFICIAL RECORDS BOOK P.O.H. POINT OF BEGINNING P.O.C. POINT OF COMMENCEMENT PG - PAGE PI POINT OF INTERSECTION PU&D PUBLIC UTILITY & DRAINAGE R RADIUS R/W RIGHT OF WAY WV WATER VALVE VICINITY MAP NOTES 1. BOUNDARY SURVEY PERFORMED BY OTHERS; ALTA/ACSM SURVEY BY R. BLOOMSTER, JR.. LAST DATED 1/11/2017. 2. THIS DOCUMENT IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3. ANY REVISIONS MADE TO THIS DOCUMENT OR ASSOCIATED REPORTS WITHOUT THE WRITTEN CONSENT OF THE UNDERSIGNED WILL VOID THE SEAL WHICH HAS BEEN PLACED ON. NO ABSTRACT WAS MADE BY THE SURVEYOR TO VERIFY ACTUAL LEGAL OWNERSHIP, RIGHTS -OF -WAY, EASEMENTS OR OTHER BURDENS ON THE SUBJECT PROPERTY OTHER THAN THOSE FURNISHED BY CLIENT OR THEM REPRESENTATIVE. DESCRIPTION SHOWN HEREON IS BASED ON INFORMATION FROM ALTA/ACSM SURVEY BY R. BLOOMSTER, JR., LAST DATED 1/11/2017. - 4. -SUBJECT-PROPERTIL-CONTAINS 2.11 ACRES, MORE OR LESS (91,814.41 SQUARE FEET). 5. THE LAST DATE OF FIELD WORK WAS DEC EMBER 8-2017 --- - - - - - 6. REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED. 7. THE SOUTH LINE OF PARCEL 1 IS ASSUMED TO BEAR N89'57'33"W; ALL OTHER BEARINGS SHOWN ARE RELATIVE THERETO. 8. UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS & IMPROVEMENTS WERE NOT LOCATED AS PART OF THIS SURVEY. 9. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. THE DIMENSIONS SHOWN SHALL CONTROL THE LOCATION OF THE IMPROVEMENTS OVER THE SCALED POSITIONS. 10. SUBJECT PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD ZONE DESIGNATION "X", BASED ON FLOOD INSURANCE RATE MAP No. 12111CO178 J. DATED FEBRUARY 16, 2012. 11. ALL ELEVATIONS SHOWN HEREON ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) AND ARE RELATIVE TO BENCHMARKS SHOWN - AS ESTABLISHED BY PREVIOUS SURVEY. THIS FORMBOARD.SURVEY AND MAP REPRESENTS AN ACTUAL ON THE GROUND SURVEY PERFORMED BY ME OR;�UNDER-MY DIRECT. SUPERVISION.. THIS MAP AND SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE;: AND . BELIEF S - MAP AND SURVEY COMPLIES WITH THE STANDARDS OF PRACTICE AS CODEFIED ' -IN, CHAFTE- $ 2,'' U"RIDA STATUTES, AND IN CHAPTER 5J-17 OF THE FLORIDA ADMINISTRATIVE, CQD$.. _/ "+"•5�,.1 ``. CERTIFIED TO: AP CONSTRUCTION CONTRACTOR, LLC iTON. #7070 SIGNATURE DATE it LEGAL DESCRIPTION A PARCEL OF LAND LYING IN THE N % OF THE NIP Y4 OF SECTION 8, TOWNSHIP 35 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE END OF SURVEY BASE LINE STATION 135+71.38 FOR STATE ROAD 607A (ANGLE ROAD) AS RECORDED IN PLAT BOOK 22 PAGE, 4 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, ON THE NORTH LINE OF SAID SECTION 8; THENCE S89.57'03"E, FOR 68.44 FEET; THENCE S43'01'09"E ALONG THE NORTHERLY EXTENSION OF THE EASTERLY RIGHT-OF-WAY LINE OF ANGLE ROAD & THE EASTERLY RIGHT-OF-WAY LINE OF ANGLE ROAD FOR 438.79 FEET; THENCE S89'57'03"E FOR 25.32 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED PARCEL; THENCE CONTINUE S89.57'03"E FOR 316.68 FEET; THENCE S 43'01'09"E FOR 273.61 FEET; THENCE S00.02'27"W FOR 106.00 FEET; THENCE N89'57'33"W FOR 223.47 FEET TO A POINT ON THE ARC OF A CIRCULAR CURVE CONCAVE TO THE SOUTHWEST TO WHICH A RADIAL LINE BEARS S50'45141"W TO THE CENTER OF SAID CURVE, HAVING FOR ITS ELEMENT A RADIUS OF 1978.68 FEET AND A CENTRAL ANGLE OF 3'45'50"; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE AN ARC DISTANCE OF 130.56 FEET TO A POINT OF TANGENCY; THENCE N43.01'09"W A DISTANCE OF 284.27 FEET TO THE POINT OF BEGINNING. POINT OF BEGINNING (PARCEL 1) ,,- S89'5'tGYE 25.33' .POINT OF BEGINNING S89 57'03"E 342.00'(C) RW &'� da 316. 68'(C) PROPOSED 18.5' RIGHT OF WA Y DEDICA 77ON . - N E" w w O e ry? / IV E �ta�9�e�Ce�VA.� MAR 21 '2018 s PARCEL ID: 2408-212-0003-000-0 MASSA FAMILY INVESTMENT LLC 222 SW 21st TERRACE FORT LAUDERDALE. -FL 33312 �n 0 LV 22.9' � 23.0' 14'z34' Nti. DUMPSTER SITE TOP OF 22`9' FORMBOARDS .4. �00 vi M / H PARCEL 1 91814.41 SQUARE FEET 2.108 ACRES MORE OR LESS. 1 EASTERL Y RIGHT OF WAY LINE / 40 2, �O s �9 000 PROPOSED FAMILY DOLLAR STORE FFE = 23.50' SET 6/8' IRav Rao & CAP OB 6m6) S O>, 00r+ m m PROPOSED 5' RIGHT OF WAY DEDICATION SET 5/6' neav ROD 3 CAP (LB 6O18) �i �: / lox / /gyp 3i 0 60 Scale in feet 1 Inch = 60 Feet tr CAP as 6016) - ., V O (Q co t-z O ' © ro NIN 89'57'33"W 241.31'(C) &.p � 6oJR Q O rN89'57'33"W 223.47'(C) &w 18) AVENUE �\ (60' RIGHT OF WAY) /\ DRIVEWAY/ ASPHALT DRIVEWAY U Z J Lo L Q w _m � d � ` � N [L @ V/ LLL L m U 0 -� W CO N @ �R V ff it o c 0-3 m J 0 ...� I o C o a W rn YCD E OD C7 N 3 OC S 0 5 POINT OF COMMENCEMENT STA: 135 + 71.38' 68.44' S89'57' 03"E BREVIATIONS 1' { )_ CALCU49TED NAVD NORTH AMERICAN VERTICAL DATUM NR NON RADIAL (P) P PLAT DATA ORB OFFICIAL RECORDS BOOK CONC. CONCRETE P.O.B. POINT OF BEGINNING A DELTA ANGLE P.O.C. POINT OF COMMENCEMENT FFE FINISHED FLOOR ELEVATION PG PAGE IRC IRON ROD & CAP PI POINT OF INTERSECTION L i ARC LENGTH PU&D PUBLIC UTILITY k DRAINAGE LB LICENSED BUSINESS R RADIUS N/D NAIL AND DISK R/W RIGHT OF WAY WV WATER VALVE SYMBOLOGY VICINITY MAP CENTERLINE ® TELEPHONE UTILITY p ELECTRIC Box X VALVE ® WATER'METER CONCRETE. COL) WOOD POWER POLE DIRT ROAD ° 6' PVC FENCE C:3 MAILBOX BENCHMARK O WELL GUY ANCHOR -� SIGN LEGAL DESCRIPTION A PARCEL OF LAND LYING IN THE N % OF THE NW VY* OF SECTION 8, TOWNSHIP 35 SOUTH, RANGE p���� 40 EAST, ST. LUCIE COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: S WIIQL COMMENCE AT THE END OF SURVEY BASE LINE STATION 135+71.38 FOR STATE ROAD 607A (ANGLEBY ROAD) AS RECORDED IN PLAT BOOK 22 PAGE, 4 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, a� FLORIDA, ON THE NORTH LINE OF SAID SECTION 8; THENCE S89.57'03"E, FOR 68.44 FEET; THENCE St 1 1 wo r S43.01'09"E ALONG THE NORTHERLY EXTENSION OF THE EASTERLY RIGHT-OF-WAY LINE OF ANGLE l Y , 1 ROAD k THE EASTERLY RIGHT-OF-WAY LINE OF ANGLE ROAD FOR 438.79 FEET; THENCE S89'57'03"E FOR 25.32 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED PARCEL; THENCE CONTINUE S69'57'03"E FOR 316.68 FEET; THENCE S 43.O1'09"E FOR 273.61 FEET; THENCE \ S00.02'27"W FOR 106.00 FEET; THENCE N89.57'33"W FOR 223.47 FEET TO A POINT ON THE ARC OF A CIRCULAR CURVE CONCAVE TO THE SOUTHWEST TO WHICH A RADIAL LINE BEARS S50'45'41"W TO THE CENTER OF SAID CURVE, HAVING FOR ITS ELEMENT A RADIUS OF 1978.58 FEET AND A CENTRAL ANGLE OF 3.45'50"; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE AN ARC DISTANCE OF 130.56 FEET TO A POINT OF TANGENCY; THENCE N43-01'09"W A DISTANCE OF 284.27 FEET TO THE POINT OF BEGINNING. A u�jPOINT OF BEGINNING (PARCEL 1) lQ - SB9'5703'E 25.33' POINT OF BEGINNING S89 ,J7'O3"E 342.00'(C' ' �� �LRW 1 ° 316. 68' C r> nX NOTES 1. BOUNDARY SURVEY PERFORMED BY OTHERS; ALTA/ACSM SURVEY BY R. BLOOMSTER, JR., LAST DATED 1/11/2017. 2. THIS DOCUMENT IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3. ANY REVISIONS MADE TO THIS DOCUMENT OR ASSOCIATED REPORTS WITHOUT THE WRITTEN CONSENT OF THE UNDERSIGNED WILL VOID THE SEAL WHICH HAS BEEN PLACID ON. NO ABSTRACT WAS MADE BY THE SURVEYOR TO VERIFY ACTUAL LEGAL OWNERSHIP, RIGHTS -OF -WAY, EASEMENTS OR, OTHER BURDENS ON THE SUBJECT PROPERTY OTHER THAN THOSE FURNISHED BY CLIENT OR THEIR REPRESENTATIVE. DESCRIPTION SHOWN HEREON IS BASED ON INFORMATION FROM ALTA/ACSM SURVEY BY R. BLOOMSTER, JR.. LAST DATED 1/11/2017. 4. SUBJECT PROPERTY CONTAINS 2.11 ACRES, MORE OR LESS (91,814.41 SQUARE FEET). 5. THE LAST DATE OF FIELD WORK WAS DECEMBER 8, 2017. 6. REVISIONS SHOWN _IINREON_DO-NOT-REPRESENT-A -'FIELD-SURVEY-UPDATE" UNLESS OTHERWISE NOTED. 7. THE SOUTH LINE OF PARCEL 1 IS ASSUMED TO BEAR N89.57'33"W; ALL OTHER BEARINGS SHOWN ARE RELATIVE THERETO. 8. UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS k IMPROVEMENTS WERE NOT LOCATED AS PART OF THIS SURVEY. 9. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. THE DIMENSIONS SHOWN SHALT CONTROL THE LOCATION OF THE IMPROVEMENTS OVER THE SCALED POSITIONS. 10.SUBJECT PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD ZONE DESIGNATION "X", BASED ON FLOOD INSURANCE RATE MAP No. 12111CO178 J, DATED FEBRUARY 16, 2012. 11. ALL ELEVATIONS SHOWN HEREON ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) AND ARE RELATIVE TO BENCHMARKS SHOWN - AS ESTABLISHED BY PREVIOUS SURVEY. THIS(-FORMBOARD SURVEY AND MAP REPRESENTS AN ACTUAL ON THE GROUND SURVEY PERFORMED BY ME OR UNDER MY DIRECT SUPERVISION. THIS MAP AND SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. THIS MAP AND SURVEY COMPLIES WITH THE STANDARDS OF PRACTICE ASf CODIFIED IN CHAPTER 472, FLORIDA STATUTES, AND IN CHAPTER 5J-17 OF THE FLORIDA AD TIVE CODE., CERTIFIED TO: AP CONSTRUCTION CONTRACTOR, LLC P: CHAD ,.., I.. ,'i Ous�rress Pork. y ci�Nauy lH�7[-SEAL,. St LuO(B I-•-' rluseum FtPlercelnlet reI FDR Plerm ;.- ; x 5t81�Patk. r C,J MA rtj PROJECT = 'AREAS 1 -s ): IrnfianPouer 55tateCotlege e � 4�' y yFOrfPlecoe � t iS>w .'� t f z 1'"�h�o ya iS S PROPOSED 18.5' RIGHT OF WA Y DED/CA 110N PARCEL 91814.41 SQUARE 2.108 ACRES MORE I nr T!q} L EASTERL Y RIGHT OF WA Y LINE lb 'Q/ 90'01, / PARCEL ID: 2408-212-0003-00D-0 NASSA FAMILY INVESTMENT LLC 222 SW 21st TERRACE FORT LAUDERDALE. FL 33312 \S-E7/B'/RAN RW P as 6ma) m 00 F O>, �O J SET 5/$- /RAN RW d CAP as 6018) O O a� m m PROPOSED 5' RIGHT .�, OF WA Y DED/CA 110N SEr d CAPS 1 I I 101 i \1�•/ 1 .1 Scale in feet i Inch = 60 Feet SET 5/b' /RAV RAO _ `� 89'57 33„ O W 241.31'(C) d GP (te 601B) 'O O � o O N89'57'33"W 223.47'(C) \\ 1110 .1 &w 8) AVENUE 'D' (60' R/GHT OF WAY) / \ ORI-MAI ASPHALT DRI"AY ala U / o o u ~ A d a u R) rn 0 W 0 m N L, .Ni z 02 Q d 00 o E ra � V z�� o vj C4 ►a w�Crh -0 • E Z r U0 � CO 0. LLLL m° rn r N E N Q E. u IL -t Vi LL ° O -6 E o �W 0 V CC ° CL 0 00 J 0 J N C 0 a W Y 0) E 0) OD d 3 m ik a 'o Ci LEGAL DESCRIPTION POINT OF COMMENCEMENT 68.44' A PARCEL OF LAND LYING IN THE N % OF THE NW YA4 OF SECTION 8, TOWNSHIP 35 SOUTH, RANGE STA: 135 + 71.38' S89'57'03"E 40 EAST, ST. LUCIE COUNTY. FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE END OF SURVEY BASE LINE STATION 135+71.38 FOR STATE ROAD 007A (ANGLE �i ROAD) -AS RECORDED IN PLAT BOOK 22 PAGE, 4 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, r: FLORIDA, ON THE NORTH LINE OF SAID SECTION 8; THENCE S89.57*03"E, FOR 68.44 FEET; THENCE IREVIATIONS . S43.01'09"E ALONG THE NORTHERLY EXTENSION OF THE EASTERLY RIGHT-OF7WAY LINE OF ANGLE y �� NAVD NR N001 AAMERICAN VERTICAL DATUM ROAD & � EASTERLY RIGHT-OF-WAY LINE OF ANGLE ROAD FOR 438.79 FEET; THENCE S89.57'03"E ^ I FOR 25.32 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED PARCEL, THENCE 6 V Ogg OFFICIAL RECORDS BOOK . CONTINUE S89.57'09"E FOR 918.BB FEET; THENCE S 43.011097E FOR 273.81 FEET; THENCE ! PLAT DATA P.O.B. POINT OF BEGINNING S00'02'27"W FOR 108.00 FEET; THENCE N89'57'33"W FOR 223.47 FEET TO A POINT ON THE ARC OF C. ' CONCRETE p.O.C. POINT OF COMMENCEMENT A CIRCULAR CURVE CONCAVE TO THE SOUTHWEST TO WHICH A RADIAL LINE BEARS S50.45'41"W TO DgIM�D ANGLEPGELEVATION PG PAGE PI POINT OF INTERSECTION THE CENTER OF SAID CURVE. HAVING FOR ITS ELEMENT A RADIUS OF 1978.58 FEET AND A CENTRAL IRON ROD & CAP PU&D PUBLIC UTILITY & DRAINAGE ANGLE OF 3*45*50"; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE AN ARC DISTANCE OF v ARC LENGTH R RADIUS S 130.56 FEET TO A POINT OF TANGENCY; THENCE N43.01'09"W A DISTANCE OF 284.27 FEET TO THE LICENSED BUSINESS R/W RIGHT OF WAY Rid• POINT OF BEGINNING. D NAIL AND DISK WV RATER VALVE !MBOLOGY CENTERLINE ® TELEPHONE UTILITY Q ELECTRIC BOX pQ VALVE ® WATER METER CONCRETE co, WOOD POWER POLE DDZT ROAD o- 8' PVC FENCE m MAILBOX BENCHMARK WEm GUY ANCHOR GUY -� SIGN VICINITY MAP �Bus{ness rari r, NOTES 1. BOUNDARY SURVEY PERFORMED HY OTHERS: ALTA/AGSM SURVEY BY R. HLOOMSTER, IR., LAST DATED 1/11/2017. SIGNATURE AND THE ORIGINAL RAISED SEAT OF A 2. THIS DOCUMENT IS - NOT VALID WITHOUT THE FLORIDA LICENSED SURVEYOR AND MAPPER. OR ASSOCIATED REPORTS WITHOUT THE WRITTEN 3. ANY REVISIONS MADE TO THIS DOCUMENT CONSENT OF THE UNDERSIGNED WH.L VOID THE SEAL 1f TUAL LEGAL OWNERSHIP- RIGUrS-OF-WAY. HAS BEEN PLACID HEREON. NO ABSTRACT WAS MADE BENS ON yTHE SUBJECT PROPERTY OTHER THAN THOSE FURNISHED HY EASEMENTS OR OTHER CLIENT OR THEIR REPRESENTATIVE. DESCRIPTION SHOWN HEREON IS BASED ON INFORMATION FROM ALTA/ACSM SURVEY BY R. BLOOMSTER, JR., LAST DATED 1/11/2017. 5• SUBJECT PROPERTY CONTAD[S 2.11 THE LAST DATE OF FIELD WORK WAS CDREECEMBER B. 2017.S. MORE OR (91,814.41 SQUARE FEET4. )• 8. REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED.T=------- 7. THE SOUTH LINE OF PARCEL 1 ISASSUMED-TO-BEAR-N89'57'33"_1[;_ALL OTHER BEARINGS SHOWN TED ME RELATIVE THERETO - UNDERGROUND SERVICES, FOUNDATIONS de IMPROVEMENTS WERE NOT LOCA SYMBOLS SHOWN 8. UNDERGROUND UTILiT1E EXAGGERATED AS PART OF THIS SURVEY, 9. IN SOME INSTANCES, GRAPHICPESTHE LATIONSHII' BETWEEN NTATIONS AND PHYSICAI.�D�ROVEMENTSAND/OR TO MORE CIEARI.1 CONTROL THE LOCATION OF THE IMPROVEMENTS OVER LOT LINES. THE DIMENSIONS SHOWN SHALL THE SCALED POSITIONS. HAVING A FLOOD ZONE DESIGNATION "X", 10. SUBJECT PROPERTY IS LOCATED WITHIN . AN AREA RASED ON FLOOD INSURANCE RATE MAP No. 12111CO176 J, DATED gEBRUARY 18, 2012. _ NORTH AMERICAN VERTICAL AOF 11. ALL ELEVATIONS SHOWN HEREON ARE HE N CED TSHOWN AS ESTABLISHED BYDPREVIOUS 1988 (NAVD88) AND ARE SURVEY. 0j. O9F R` 0 POINT OF BEGINNING (PARCEL 1) 9- S89'57'03'E 25.3S POINT OF BEGINNING S89 571037E 342.00'(C) SE'� � '� 316. 68'(C) xu N THIS FORMBOARD SURVEY ANDERVI IONMe SETHIS MAP NTS AN CAND SURVEY ISTUAL ON THE GACCURATE TO �THEEBESTMOF BY ME OR UNDER MY DIRECT SUP AND SURVEY COND ?.S WITH THE STANDARDS OF PRACTICE my KNOWLEDGE AND BELIEF. THIS MAP AND IN CHAPTER 57-17 OF THE FLORIDA A., CODIFIED IN CHAPTER' r 4721 ' FLORIDA STATUTES, STRATIVE,CODE` CERTIFIED TO: AP CONSTRUCTION CONTRACTOR, LLC 2./1 1 /a* r7 #7010 P. CHAD MAIM PROFESSIONAL RE DATE PROPOSED 18.5' RIGHT OF WA Y DEDICA 77ON LAN tl-> �O S 2'9 PARCEL 1 91814.41 SQUARE FEET 2.108 ACRES MORE OR LESS. EASTERL Y RIGHT OF WA Y LINE PARCEL ID: 2408-212-0003-000-0 MASSA FAMILY INVESTMENT LLC 222 SW 21st TERRACE FORT LAUDERDALE. FL 33312 SET 5/8- NW ROD d GIP as 6018) 1 .1 Scale in feet 1 Inch = 60 Feet t5� 00,+ TOP OF FORMBOARDS 0 �i.. ��. C SET 5A- LRLW RLNI & CAP (LB 6018) O Q to O a� f0 c PROPOSED 5' R/GHT � .. OF WA Y DEDICA 7/ON N N 89'57'33"W 241.31'(C) �k& P-lB?'6601eD� o O N89'57'33"W 223.47'(C) v RW &w 1AVENUE V (60' RIGHT OF WA Y) / \ DRIVEWAY 1/ ASPHALT DRIVEWAY �LL rn Qi N a (aj m Fi C m m O LL W W CD 0 " o 0L U 0 J 0 J�oc W boa .� rn Y� 0) E C dam' G 3 a t