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Home My WebLink AboutExhibit AiiEXHIBIT All SKETCH & DESCRIPTION O BISCAYNE BAY SITE ,✓,��4 WATER & RICKENBACKER CAUSEWAY ,V PLANT VIRGINIA KEY SCALE: BISCAYNE BAY �L\-PM�' P�.C, v�OpO N 1" = 3000' LOCATION MAP NOTES: 1. THIS IS NOT A MAP OF BOUNDARY SURVEY, BUT IS A GRAPHIC DEPICTION OF THE DESCRIPTION SHOWN HEREON. 2. NO MONUMENTATION WAS SET DURING THE PREPARATION OF THIS INSTRUMENT. 3. THE UNDERSIGNED & DJS SURVEYORS, INC., MAKE NO REPRESENTATIONS OR GUARANTEES AS TO THE INFORMATION REFLECTED HEREON PERTAINING TO EASEMENTS, RIGHTS -OF -WAY, SETBACK LINES, AGREEMENTS AND OTHER MATTERS, AND FURTHER, THIS INSTRUMENT IS NOT INTENDED TO REFLECT OR SET FORTH SUCH MATTERS. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY AND/OR EASEMENTS RECORD. 4. BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF RICKENBACKER CAUSEWAY HAVING AN ASSUMED BEARING OF N45°22'07"W AS SHOWN ON MAP BOOK 74, PAGE 9, AS RECORED IN THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. 5. THIS SKETCH AND DESCRIPTION CONSISTS OF THREE (3) SHEETS AND IS NOT COMPLETE WITHOUT ALL SHEETS. 6. THIS SKETCH AND DESCRIPTION IS NOT VALID UNLESS IT BEARS THE SIGNATURE AND ORIGINAL RAISED SEAL OR THIRD PARTY AUTHENTICATED DIGITAL SIGNATURE OF THE SURVEYOR STATED HEREON. • • ♦ REVISIONS DATE BY CHKD F.B./PG. DJS SURVEYORS, INC. - -- PROFESSIONAL SURVEYORS AND MAPPERS \ 4171 W HILLSBORO BLVD., SUITE 2 ./ rl l• s i. IRVEYOORa, COCONUT CREEK, FL 33073 ,� INC/ PH. 561.883.0470, FX. 561.883.0480 - CERTIFICATE OF AUTHORIZATION NO. LB 7870 www.djssurveyors.com IV NOT VALID WITHOU-1014 :gg STAMPEDSEALCP° ..I. SUR o 4L. " y`. T' a°o m ®a�" 6422 �.p°421 i 1 —� 4 AND D 1, a0 0 2 JOB No: 25-564 FB/PG: 00/00 t t ♦ SHEET No: DRAWN BY: RM DONALD J. SSL IQdA-OF o 0 PROFESSIONRI} a 1Tno FLORIDA REGIA N.111a °°. DATED: 04/15/� aQaQo°°°�°° CKD. BY: D.J.S. 1 /3 SCALE: N/A Iv 4 J. "EXHIBIT A" SKETCH & DESCRIPTION DESCRIPTION: A PARCEL OF LAND, SITUATED, LYING AND BEING IN SECTION 17, TOWNSHIP 54 SOUTH, RANGE 42 EAST, ON THE ISLAND OF VIRGINIA KEY, CITY OF MIAMI, MIAMI-DADE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 17; THENCE NORTH 89°56'45" WEST ALONG THE SOUTH LINE OF SAID SECTION 17, A DISTANCE OF 2649.84 FEET TO THE POINT OF INTERSECTION WITH THE CENTERLINE OF RICKENBACKER CAUSEWAY, AS MORE FULLY DESCRIBED IN THE PLAT ENTITLED "SECOND REVISED PLAT OF SHEET 9 METROPOLITAN DADE COUNTY, FLORIDA BULKHEAD LINE PART FOUR", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN MAP BOOK 74, PAGE 9, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; THENCE DEPARTING FROM SAID SOUTH LINE OF SECTION 17, NORTH 45°22'07" WEST ALONG THE CENTERLINE OF RICKENBACKER CAUSEWAY, A DISTANCE OF 4095.18 FEET; THENCE DEPARTING FROM SAID CENTERLINE OF RICKENBACKER CAUSEWAY, NORTH 44°41'07" EAST, A DISTANCE OF 200.00 FEET TO A POINT ON A LINE LYING AND BEING 200.00 FEET NORTHEASTERLY OF AND PARALLEL WITH THE CENTERLINE OF RICKENBACKER CAUSEWAY, AS DESCRIBED IN COUNTY DEED TO THE CITY OF MIAMI, RECORDED IN OFFICIAL RECORDS BOOK 3609, PAGE 160, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, SAID POINT ALSO BEING THE POINT OF BEGINNING OF THE PARCEL OF LAND DESCRIBED HEREON; THENCE NORTH 45°22'07" WEST, A DISTANCE OF 259.15 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE TO THE LEFT; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CIRCULAR CURVE HAVING A RADIUS OF 1632.40 FEET, A CENTRAL ANGLE OF 45°31' 05" AND AN ARC LENGTH OF 1296.84 FEET; THENCE SOUTH 89°06'48" WEST, A DISTANCE OF 138.57 FEET TO A POINT OF INTERSECTION WITH THE PROPOSED BULKHEAD LINE OF VIRGINIA KEY (AS APPROVED BY THE CITY OF MIAMI RESOLUTION NO. 33127 AND MIAMI-DADE COUNTY RESOLUTION NO. 8108), WITH THE LAST THREE (3) CALLS BEING 200.00 FEET NORTHEASTERLY, NORTHERLY AND PARALLEL WITH THE CENTERLINE OF RICKENBACKER CAUSEWAY; THENCE NORTH 44°06'48" EAST ALONG SAID PROPOSED BULKHEAD LINE, A DISTANCE OF 907.52 FEET TO A POINT OF INTERSECTION WITH THE SOUTHWESTERLY BOUNDARY LINE OF THE RUSTY PELICAN LEASE AREA; THENCE SOUTH 45°22'07" EAST, A DISTANCE OF 389.38 FEET; THENCE SOUTH 29°21'40" EAST, A DISTANCE OF 44.76 FEET; THENCE SOUTH 80°35'59" EAST, A DISTANCE OF 17.20 FEET; THENCE SOUTH 30°48'22" EAST, A DISTANCE OF 28.97 FEET, THENCE NORTH 60°20'29" EAST, A DISTANCE OF 10.07 FEET; THENCE SOUTH 45°22'07" EAST, A DISTANCE OF 546.69 FEET TO A POINT LYING AND BEING ON THE EASTERLY BOUNDARY LINE OF THE AFORESAID RUSTY PELICAN LEASE AREA, WITH THE LAST SIX (6) CALLS BEING ALONG THE SOUTHWESTERLY BOUNDARY LINE OF THE RUSTY PELICAN LEASE AREA; THENCE NORTH 44°37'53" EAST ALONG SAID EASTERLY BOUNDARY LINE, A DISTANCE OF 250.00 FEET; THENCE SOUTH 45°22'07" EAST, A DISTANCE OF 439.75 FEET; THENCE SOUTH 10°22'07" EAST, A DISTANCE OF 302.36 FEET; THENCE SOUTH 45°21'27" EAST, A DISTANCE OF 615.45 FEET; THENCE SOUTH 77°24'03" EAST, A DISTANCE OF 49.56 FEET; THENCE SOUTH 44°39'47" WEST, A DISTANCE OF 216.14 FEET; THENCE SOUTH 45°22'07" EAST, A DISTANCE OF 70.45 FEET; THENCE SOUTH 44°37'53" WEST, A DISTANCE OF 206.61 FEET TO A POINT ON A LINE LYING AND BEING 200.00 FEET NORTHEASTERLY OF AND PARALLEL WITH THE CENTERLINE OF RICKENBACKER CAUSEWAY; THENCE NORTH 45°22'07" WEST ALONG SAID PARALLEL LINE, A DISTANCE OF 910.01 FEET TO THE POINT OF BEGINNING. SAID LANDS SITUATE, LYING AND BEING IN MIAMI-DADE COUNTY, FLORIDA, CONTAINING 1,203,224 SQUARE FEET (27.62 ACRES) MORE OR LESS. • • REVISIONS DJS SURVEYORS, INC. PROFESSIONAL SURVEYORS AND MAPPERS 4171 W HILLSBORO BLVD., SUITE 2 COCONUT CREEK, FL 33073 PH. 561.883.0470, FX. 561.883.0480 CERTIFICATE OF AUTHORIZATION NO. LB 7870 www.djssurveyors.com DATE BY CHKD F.B./PG. • JOB No: 25-564 FB/PG: 00/00 DRAWN BY: RM CKD. BY: D.J.S. SCALE: 1" = 300' SHEET No: 2/3 • • • • "EXHIBIT A" SKETCH & DESCRIPTION Pp so Oepc') CD G y .5 G�\) O6 O Q� Q - ,4 OPO� 4O QG. g015� FLF�O\'�F50\,��0 0" `� Q� 4 89°06'48" w s 138.57, AIs 0 so J70 O 929'AG,,' 0 co R, L L. F��F� 9-Ck °g1 CP �s S 0*I^7 . •„- N 0 F-7 Co y LEGEND: <. '�� I- le„, M.B. MAP BOOK J6 •� 14 O.R.B. OFFICIAL RECORDS \ .4,, 1,203,224 S.F. s "57 LINE TABLE LINE BEARING DISTANCE L1 S29°21'40"E 44.76' L2 S80°35'59"E 17.20' L3 S30°48'22"E 28.97' L4 N60°20'29"E 10.07' L5 S77°24'03"E 49.56' L6 S45°22'07"E 70.45' —EASTERLY BOUNDARY OF RUSTY PELICAN LEASE AREA BOOK (27.62 ACRES) PG. PAGE \ R/W RIGHT-OF-WAY 0 300 600 9Gs�TCA 150 450 ‹,-' - c' ocTD, 1, 0 coSCALE: 1 "=300' 7 17 s A �F °02 p N1 01 0 0 k O O0 SOUTH LINE SECTION 17-54-42 POINT OF COMMENCEMENT SE CORNER OF SECTION 17-54-42 DETAIL - NOT TO SCALE SEE DETAIL FOR CONTINUATION REVISIONS DJS SURVEYORS, INC. PROFESSIONAL SURVEYORS AND MAPPERS 4171 W HILLSBORO BLVD., SUITE 2 COCONUT CREEK, FL 33073 PH. 561.883.0470, FX. 561.883.0480 CERTIFICATE OF AUTHORIZATION NO. LB 7870 www.djssurveyors.com DATE BY CHKD F.B./PG. JOB No: 25-564 FB/PG: 00/00 DRAWN BY: RM CKD. BY: D.J.S. SCALE: 1" = 300' • ♦ SHEET No: 3/3 •