Loading...
HomeMy WebLinkAboutExhibit AEXHIBIT A SKETCH TO ACCOMPANY LEGAL DESCRIPTION F.P. & L. UTILITY EASEMENT SURVEYOR'S REPORT BEARINGS SHOWN HEREON ARE BASED ON THE STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NORTH AMERICAN DATUM OF 1983, ADJUSTMENT OF 1990 (NAD 83/90) ALONG THE SOUTHERLY EXTENSION OF THE WEST LINE OF THE NW OF SECTION 22-54-41, WHICH BEARS S02°24'44"E. THIS IS NOT A SURVEY FOR SKETCH TO ACCOMPANY LEGAL DESCRIPTION SEE SHEETS 3, 4, 5, 6 & 7. FOR LEGAL DESCRIPTION SEE SHEET 2. INFORMATION SHOWN FROM P.O.C. TO P.O.B. TAKEN FROM SPECIFIC PURPOSE SURVEY PREPARED BY FERNANDO GATELL, DATED 3/22/2000. FURNISHED BY THE CITY OF MIAMI. PORTION OF THIS LEGAL DESCRIPTION RUNNING ALONG THE OUTSIDE FACE OF A SEAWALL REFERS TO THE OUTSIDE FACE OF AN ORIGINAL SEAWALL WHICH MIGHT NOT COINCIDE WITH THE ACTUAL LOCATION OF THE OUTSIDE FACE OF AN EXISTING SEAWALL AS OF THE DATE OF THIS SKETCH AND LEGAL DESCRIPTION. PARCELS 1-8 ARE LEASE PARCELS AND ARE SHOWN HEREON FOR INFORMATION PURPOSE ONLY. SURVEYOR'S CERTIFICATION : I HEREBY CERTIFY THAT THIS SKETCH TO ACCOMPANY LEGAL DESCRIPTION WAS PREPARED UNDER MY DIRECT SUPERVISION AND THAT IT IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AND I FURTHER CERTIFY THAT SAID SKETCH IS IN COMPLIANCE WITH THE STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORID. ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES. SILVIA NUIN PROFESSIONAL SURVEYOR ANT) MAPPER No. 5982 STATE OF FLORIDA NOTICE: NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER. EACH SHEET AS INCORPORATED THEREIN SHALL NOT BE CONSIDERED FULL, VALID AND COMPLETE UNLESS ATTACHED TO THE OTHERS. NOTICE. NOT FULL AND COMPLETE WITHOUT SHEETS 1 THRU 7 FOR SKETCH SEE SITS 3-7 LICENSED BUSINESS No.2439 PROJECT NUMBER: 16-600 MANUEL G.VERA AND ASSOCIATES, INC. ENGINEERS -SURVEYORS & MAPPERS 13960 S.W. 47th ST. MIAMI, FLORIDA 33175 PHONE: (305) 221-6210 e-mail: snuin@mgvera.com TYPE OF PROJECT: SKETCH & LEGAL DESCRIPTION PROJECT NAME: THE HARBOUR DATE: 02-11-2021 DRAWN BY. S.N. SCALE AS SHOWN SHEET 1 OF 7 EXHIBIT A SKETCH TO ACCOMPANY LEGAL DESCRIPTION F.P. & L. UTILITY EASEMENT LEGAL AL DESCRIPTION A PORTION OF TRACT A OF DINNER KEY, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 34, AT PAGE 2, OF THE PUBLIC RECORDS OF MIAMI- DADE COUNTY, FLORIDA LYING IN SECTION 22, TOWNSHIP 54 SOUTH, RANGE 41 EAST, MIAMI-DADE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER, OF THE NORTHWEST'/4, OF SAID SECTION 22; THENCE SOUTH 02°24'44" EAST, ALONG THE SOUTHERLY EXTENSION OF THE WEST LINE OF THE NW'/4, OF SAID SECTION 22, FOR 436.51 FEET; THENCE NORTH 86°27'43" EAST FOR 75.86 FEET TO A POINT OF INTERSECTION WITH THE U.S. PIER -HEAD BULKHEAD LINE OF 1939 AS RECORDED IN PLAT BOOK 74, AT PAGE 3, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, SAID POINT LABELED HL-78-C AND SAID LINE ALSO BEING THE NORTHWESTERLY LINE OF T.I.I.F. DEED NO. 19448 TO CITY OF MIAMI, RECORDED IN DEED BOOK 3130, AT PAGE 260, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; THENCE ALONG SAID U.S. PIER -HEAD BULKHEAD LINE, FOR THE FOLLOWING DESCRIBED FOUR (4) COURSES; 1) THENCE SOUTH 77°01'17" EAST, FOR 669.48 FEET TO A POINT LABELED HL-78-B ON THE PREVIOUSLY NAMED PLAT; 2) THENCE NORTH 74°08'10" EAST FOR 526.25 FEET TO A POINT LABELED HL-78-A ON THE PREVIOUSLY NAMED PLAT; 3) THENCE NORTH 43°08'20" EAST FOR 250.00 FEET TO A POINT LABELED HL-76 ON THE PREVIOUSLY NAMED PLAT; 4) THENCE NORTH 12°08'10" EAST FOR 88.25 FEET; THENCE NORTH 45°44'46" WEST, DEPARTING THE PREVIOUSLY DESCRIBED LINE, FOR 3.75 FEET TO A POINT ON THE OUTSIDE FACE OF AN ORIGINAL SEAWALL; THENCE ALONG THE OUTSIDE FACE OF SAID ORIGINAL SEAWALL FOR THE FOLLOWING DESCRIBED FOURTEEN (14) COURSES; 1) THENCE CONTINUE NORTH 45°44'46" WEST FOR 12.58 FEET; 2) THENCE NORTH 46°50'16" WEST FOR 262.72 FEET; 3) THENCE NORTH 47°06'49" WEST FOR 73.59 FEET; 4) THENCE NORTH 02°02'56" EAST FOR 0.70 FEET; 5) THENCE NORTH 47°07'52" WEST FOR 59.52 FEET; 6) THENCE NORTH 43°12'49" EAST FOR 100.72 FEET; 7) THENCE SOUTH 46°47'08" EAST FOR 61.00 FEET; 8) THENCE NORTH 88°45'00" EAST FOR 0.64 FEET; 9) THENCE SOUTH 47°14'37" EAST FOR 41.99 FEET; 10) THENCE NORTH 61°42'01" EAST FOR 21.07 FEET; 11) THENCE SOUTH 30°14'35" EAST FOR 2.75 FEET; 12) THENCE NORTH 62°06'03" EAST FOR 202.52 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHWEST; 13) THENCE NORTHEASTERLY, NORTHERLY AND NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 75.00 FEET AND A CENTRAL ANGLE OF 80°48'49" FOR A DISTANCE OF 105.78 FEET TO THE POINT OF TANGENCY; 14) THENCE NORTH 18°42'46" WEST FOR 101.33 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF CHART HOUSE DRIVE AS SHOWN ON THE SKETCH OF SURVEY DATED JANUARY 14, 1985 REFERRED FILE NO. MISC. 61-139 REV. AND PREPARED BY SCHWEBKE & SHISKIN AND ASSOCIATES AND AS SHOWN ON THAT SPECIFIC PURPOSE SURVEY AT DINNER KEY MARINA, PREPARED BY BISCAYNE ENGINEERING; THENCE ALONG THE PREVIOUSLY DESCRIBED LINE FOR THE FOLLOWING DESCRIBED FIVE (5) COURSES; 1) THENCE NORTH 76°03'06" WEST FOR 243.89 FEET; 2) THENCE NORTH 31°04'07" WEST FOR 70.18 FEET; 3) THENCE NORTH 76°46'59" WEST FOR 93.00 FEET; 4) THENCE NORTH 54'24'40" WEST FOR 60.50 FEET; 5) THENCE NORTH 76°46'59" WEST FOR 147.16 FEET; THENCE SOUTH 13°13'01" WEST FOR 67.98 FEET TO THE POINT OF BEGINNING OF THE HEREINAFTER DESCRIBED PARCEL; THENCE SOUTH 13°14'28" WEST FOR 6.67 FEET; THENCE NORTH 76°45'32" WEST FOR 5.00 FEET; THENCE NORTH 13°14'28" EAST FOR 2.21 FEET; THENCE NORTH 35°16'21" WEST FOR 50.45 FEET; THENCE NORTH 31 °05'23" WEST FOR 8.30 FEET; THENCE NORTH 12°36'01" WEST FOR 13.66 FEET; THENCE NORTH 14°08'49" WEST FOR 9.92 FEET; THENCE NORTH 12°53'09" WEST FOR 10.15 FEET; THENCE NORTH 10°18'50" EAST FOR 8.33 FEET; THENCE NORTH 00°50'24" EAST FOR 10.57 FEET; THENCE SOUTH 89°09'36" EAST FOR 5.00 FEET; THENCE SOUTH 00°50'24" WEST FOR 10.98 FEET; THENCE SOUTH 10°18'50" WEST FOR 7.71 FEET; THENCE SOUTH 12°53'09" WEST FOR 9.06 FEET; THENCE SOUTH 14°08'49" EAST FOR 9.93 FEET; THENCE SOUTH 12°36'01" EAST FOR 12.92 FEET; THENCE SOUTH 31°05'23" EAST FOR 7.31 FEET; THENCE SOUTH 35°16'21" EAST FOR 49.18 FEET; THENCE SOUTH 76°45'32" EAST FOR 2.50 FEET TO THE POINT OF BEGINNING. CONTAINING 574 SQ. FT. OR 0.01 ACRES MORE OR LESS. FOR SKETCH SEE SHEETS 3-7 LICENSED BUSINESS No.2439 NOTICE: NOT FULL AND COMPLETE WITHOUT SHEETS 1 THRU 7 MANUEL G.VERA AND ASSOCIATES, INC. ENGINEERS -SURVEYORS & MAPPERS 13960 S.W. 47th ST. MIAMI, FLORIDA 33175 PHONE: (305) 221-6210 e-mail: snuin©mgvera.com PROJECT NUMBER: 16-600 TYPE OF PROJECT: SKETCH 8 LEGAL DESCRIPTION PROJECT NAME: THE HARBOUR DATE: 02-11-2021 DRAWN BY: S.N. SCALE AS SHOWN SHEET 2 OF 7 EXHIBIT A SKETCH TO ACCOMPANY LEGAL DESCRIPTION F.P. & L. UTILITY EASEMENT P.O.C. SW COR OF NW 3, OF SEC. 22-54-41. N 86'27' 43"E 75.86' HL-78—C (PB 74 PG 3) LEGEND PG. -DENOTES PAGE P.B. -DENOTES PLAT BOOK P.O.C.-DENOTES POINT OF COMMENCEMENT P.O.B.-DENOTES POINT OF BEGINNING RAN -DENOTES RIGHT-OF-WAY N -DENOTES NORTH S-DENOTES SOUTH W-DENOTES WEST E-DENOTES EAST R-DENOTES RADIUS A -DENOTES DELTA L-DENOTES ARC LENGTH 77.,E 66917.4g, HL-78—B (PB 74 PG 3) 64,2 HL-78 (PB 74 PG 3) 0 o eve 4 PG. PARCEL 8p"g PS PgR P.B.p�1PM\ 4'pa� F 193g �O G\� i5. 3ER—NA 004.0 OF . O F PO G�O2g0 gR� 3�3 P� E-ORDO 4DEEOBOOK 0 R�CORggp \P\ NOTICE: NOT FULL AND COMPLETE WITHOUT SHEETS 1 THRU 7 GRAPHIC SCALE 400 200 100 0 200 400 ( IN FEET ) 1 inch = 200 ft. MATCH UNE 'A -A' 5ff PG. 4 Of 7 HL-78—A (PB 4 PG 3) v FOR LEGAL DESCRIPTION ON SEE SHEET 2 LICENSED BUSINESS No.2439 PROJECT NUMBER: 16-600 MANUEL G.VERA AND ASSOCIATES, INC. ENGINEERS -SURVEYORS & MAPPERS 13960 S.W. 47th ST. MIAMI, FLORIDA 33175 PHONE: (305) 221-6210 e-mail: snuin@mgvera.com TYPE OF PROJECT: SKETCH & LEGAL DESCRIPTION PROJECT NAME: THE HARBOUR DATE: 02-11-2021 DRAWN BY: S.N. SCALE 1-.200 SHEET 3 OF 7 EXHIBIT A SKETCH TO ACCOMPANY LEGAL DESCRIPTION F.P. & L. UTILITY EASEMENT LECIENI> PG. -DENOTES PAGE P.8. -DENOTES PLAT BOOK P.O.C.-DENOTES POINT OF COMMENCEMENT P.O.B.-DENOTES POINT OF BEGINNING RAN -DENOTES RIGHT-OF-WAY N -DENOTES NORTH S-DENOTES SOUTH W-DENOTES WEST E-DENOTES EAST R-DENOTES RADIUS &DENOTES DELTA L-DENOTES ARC LENGTH PARCEL 1 W tiR, \� is N O, •s�\ NN O N88'45'00"E 0.64' GRAPHIC SCALE 80 40 20 0 40 80 F\ S \✓x 1991 0� 9�FO,� 1 A2�1 • N6O s� 49� MATCH UNf'AA'5ffPG. 30f7 ( IN FEET ) 1 inch = 40 ft. ?`o. PARCEL 6A u,LPe PARCEL 6 FOR LEGAL DESCRIPTION SEE SHEET 2 LICENSED BUSINESS No.2439 NOTICE: NOT FULL AND COMPLETE WITHOUT SHEETS 1 THRU 7 PROJECT NUMBER: 16-600 MANUEL G.VERA AND ASSOCIATES, INC. ENGINEERS -SURVEYORS & MAPPERS 13960 S.W. 47th ST. MIAMI, FLORIDA 33175 PHONE: (305) 221-6210 e-mail: snuin@mgvera.com TYPE OF PROJECT: SKETCH 8 LEGAL DESCRIPTION PROJECT NAME: THE HARBOUR DATE: 02-11-2021 SCALE DRAWN BY: S.N. 1"=40' SHEET 4 OF 7 EXHIBIT A SKETCH TO ACCOMPANY LEGAL DESCRIPTION F.P. & L. UTILITY EASEMENT LECIEND PG. -DENOTES PAGE P.B. -DENOTES PLAT BOOK P.O.C.-DENOTES POINT OF COMMENCEMENT P.O.B.-DENOTES POINT OF BEGINNING R!W -DENOTES RIGHT-OF-WAY N -DENOTES NORTH S-DENOTES SOUTH W-DENOTES WEST E-DENOTES EAST R-DENOTES RADIUS A -DENOTES DELTA L-DENOTES ARC LENGTH GRAPHIC SCALE 80 40 20 0 40 80 ( IN FEET ) 1 inch = 40 ft. MATCN ME LV-C'5ff PG. 6 OF 7 tJ. PARCEL 2 �`'� PGE g`L S03' Oc 0 R=75.00' D=80"48'49 ' L=105.78' PARCEL 6B FOR LEGAL DEAN SEE SHEET 2 LICENSED BUSINESS No-2439 NOTICE: NOT FULL AND COMPLETE WITHOUT SHEETS 1 THRU 7 MANUEL G.VERA AND ASSOCIATES, INC. ENGINEERS -SURVEYORS & MAPPERS 13960 S.W. 47th ST. MIAMI, FLORIDA 33175 PHONE: (305) 221-6210 e-mail: snuin@mgvera.com PROJECT NUMBER: 16-600 TYPE OF PROJECT: SKETCH & LEGAL DESCRIPTION PROJECT NAME: THE HARBOUR DATE: 02-11-2021 DRAWN BY: S.N. SCALE 1-=40' SHEET 5 OF 7 EXHIBIT A SKETCH TO ACCOMPANY LEGAL DESCRIPTION N76. F.P. & L. UTILITY EASEMENT 3. 6 PARCEL 4 LECEICt PG. -DENOTES PAGE P.B. -DENOTES PLAT BOOK P.O.C.-DENOTES POINT OF COMMENCEMENT P.O.B.-DENOTES POINT OF BEGINNING P.O.T.-DENOTES POINT OF TERMINATION R/W -DENOTES RIGHT-OF-WAY N -DENOTES NORTH S-DENOTES SOUTH W-DENOTES WEST E-DENOTES EAST R-DENOTES RADIUS 0-DENOTES DELTA L-DENOTES ARC LENGTH NORTHERLY RLINECHART DI SHOWN qB8 SCAYNE ENGINEERINGURPOSE SPECIFIC PREPARED p N76• GRAPHIC SCALE 80 40 20 0 40 PARCEL 2 "0 243, 8g. ( IN FEET ) 1 inch = 40 ft. 80 MATCH LINE L-05ff PG. 5 FOR LEGAL DESCRIPTION SEE SHEET 2 LICENSED BUSINESS No.2439 NOTICE: NOT FULL AND COMPLETE WITHOUT SHEETS 1 THRU 7 PROJECT NUMBER: 16-600 MANUEL G.VERA AND ASSOCIATES, INC. ENGINEERS -SURVEYORS & MAPPERS 13960 S.W. 47th ST. MIAMI, FLORIDA 33175 PHONE: (305) 221-6210 e-mail: snuin@mgvera.com TYPE OF PROJECT: SKETCH & LEGAL DESCRIPTION PROJECT NAME: THE HARBOUR DATE: 02-11-2021 DRAWN BY: S.N. SCALE 1 "=40' SHEET 6 OF 7 N00.50'24"E 10.57' N10'18'50"E 8.33' N12°53'09"W 10.15' N14°08'49"W 9.92' N12°36'01"W PROPOSED 5' 13.86' F.P.L. EASEMENT / / 31.05'23"W 8.30' EXHIBIT A SKETCH TO ACCOMPANY LEGAL DESCRIPTION F.P. & L. UTILITY EASEMENT / / EXISTING / / F.P.L. EASEMENT O.R.B.22260 PG.1204 / S89'09'36"E / 5.00' .00°50'24"W 4, /; 4 \ S10'18'5050"W 10.98' \ 7.71' �,11%. .12'53'09"W a. ---- ,9.08' S14°08'49"E `9.93' S12°36'01 " GRAPHIC SCALE 80 40 20 0 40 80 7g'46'g8•'1- 147, � 335�L8.2 " 1 g' 49.18 N35°18'21 "W-�' 50.45' N13°14'28"E 2.21' N78°45'32"W 5.00' LECIEND PG. -DENOTES PAGE P.B. -DENOTES PLAT BOOK P.O.C.-DENOTES POINT OF COMMENCEMENT P.O.B.-DENOTES POINT OF BEGINNING P.O.T.-DENOTES POINT OF TERMINATION RAN -DENOTES RIGHT-OF-WAY N -DENOTES NORTH S-DENOTES SOUTH W-DENOTES WEST E-DENOTES EAST R-DENOTES RADIUS 0-DENOTES DELTA L-DENOTES ARC LENGTH O.R.B.-DENOTES OFFICIAL RECORDS BOOK co c�~ S78°45'32"E 2.50' P.O.B. co co /73 HANGAR c ( IN FEET ) 1 inch = 40 ft. FOR LEGAL DESCRIPTION SEE SHEET 2 LICENSED BUSINESS No.2439 NOTICE: NOT FULL AND COMPLETE WITHOUT SHEETS 1 THRU 7 PROJECT NUMBER: 16-600 MANUEL G.VERA AND ASSOCIATES, INC. ENGINEERS -SURVEYORS & MAPPERS 13960 S.W. 47th ST. MIAMI, FLORIDA 33175 PHONE: (305) 221-6210 e-mail: snuin@mgvera.com TYPE OF PROJECT: SKETCH & LEGAL DESCRIPTION PROJECT NAME: THE HARBOUR DATE: 02-11-2021 DRAWN BY: S.N. SCALE 1'°40' SHEET 7 OF 7