tentative plat - harp · tentative plat - harp. i hereby certify : i hereby certify : that the...
TRANSCRIPT
TENTATIVE PLAT - HARP
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I HEREBY CERTIFY :
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I HEREBY CERTIFY :
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THAT THE ATTACHED "BOUNDARY AND TOPOGRAPHIC SURVEY" OF THE PROPERTY SHOWN HEREON IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION AND DIRECTION. THIS SURVEY COMPLIES WITH THE STANDARDS OF PRACTICE AS SET FORTH IN RULES 5J-17.051 AND 5J-17.052 AS ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT TO CHAPTER 472.027 FLORIDA STATUTES.
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THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE
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SCOTT A. RIGGS P.S.M. FLORIDA LICENSE N° 6160DTPW 111 NW FIRST STREET, SUITE 1620 MIAMI, FLORIDA 33128 (305-375-2657)
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PAGE
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Design:
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Drawn:
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Checked:
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Survey:
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Inspections:
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Project Manager:
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Revisions
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N%%d
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Date
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Description
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Project Title:
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Field Book
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Drawing N%%d
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of
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Project N%%d
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MIAMI-DADE
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Survey Section
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111 N.W. First Street, Suite N%%D 1610
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Miami, Florida 33128 (305-375-2657)
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Department of Transportation
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Miami Dade County
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and Public Works
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TENTATIVE PLAT
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08/25/2020
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AS SHOWN
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20200103
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1
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8
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2869
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39 to 47
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AA, JDW
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S.RIGGS
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SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER.
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ABBREVIATIONS AND MEANINGS
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LEGEND
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ALP ALUMINUM LIGHT POLE ALUMINUM LIGHT POLE ANG.PT. ANGLE POINT ANGLE POINT AP ALUMINUM POLE ALUMINUM POLE BDCM BRASS DISK IN CONCRETE MONUMENT BRASS DISK IN CONCRETE MONUMENT BFV BACKFLOW VALVE BACKFLOW VALVE BM BENCHMARK BENCHMARK C CALCULATED CALCULATED DELTA OR CENTRAL ANGLE OF CURVE CB CATCH BASIN CATCH BASIN C.D.S CUL-DE-SAC CUL-DE-SAC CENTERLINE CENTERLINE CLF CHAIN-LINK FENCE CHAIN-LINK FENCE CLP CONCRETE LIGHT POLE CONCRETE LIGHT POLE CO CLEANOUT CLEANOUT D PER DEED PER DEED DTPW MIAMI-DADE COUNTY DEPARTMENT OF MIAMI-DADE COUNTY DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS E EASTING EASTING ELV ELEVATION ELEVATION EP ELECTRICAL PANEL ELECTRICAL PANEL FDOT FLORIDA DEPARTMENT OF TRANSPORTATION FLORIDA DEPARTMENT OF TRANSPORTATION FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY FEDERAL EMERGENCY MANAGEMENT AGENCY FH FIRE HYDRANT FIRE HYDRANT FPL FLORIDA POWER & LIGHT COMPANY FLORIDA POWER & LIGHT COMPANY GA GUY WIRE ANCHOR GUY WIRE ANCHOR HHTS HAND-HOLE TRAFFIC SIGNAL HAND-HOLE TRAFFIC SIGNAL HHE HAND-HOLE ELECTRICAL HAND-HOLE ELECTRICAL HHT HAND-HOLE TELEPHONE OR COMMUNICATIONS HAND-HOLE TELEPHONE OR COMMUNICATIONS HHSL HAND-HOLE STREET LIGHT HAND-HOLE STREET LIGHT ICV IRRIGATION CONTROL VALVE IRRIGATION CONTROL VALVE I.P. IRON PIPE (1/2" ; "MIAMI-DADE" CAP) IRON PIPE (1/2" ; "MIAMI-DADE" CAP)L ARC LENGTH OF CURVE ARC LENGTH OF CURVE M MEASURED MEASURED M.D.C.R. MIAMI-DADE COUNTY PUBLIC RECORDS MIAMI-DADE COUNTY PUBLIC RECORDS MH MANHOLE MANHOLE MHE ELECTRICAL UTILITY MANHOLE ELECTRICAL UTILITY MANHOLE MHS SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE MHT TELEPHONE OR COMMUNICATIONS MANHOLE TELEPHONE OR COMMUNICATIONS MANHOLE N NORTHING NORTHING N&W NAIL WITH WASHER NAIL WITH WASHER ORB OFFICIAL RECORDS BOOK OF MIAMI-DADE COUNTY OFFICIAL RECORDS BOOK OF MIAMI-DADE COUNTY PB PLAT BOOK OF THE OFFICIAL RECORDS OF MIAMI-DADE COUNTY PLAT BOOK OF THE OFFICIAL RECORDS OF MIAMI-DADE COUNTY PC POINT OF CURVATURE POINT OF CURVATURE PCP PERMANENT CONTROL POINT PERMANENT CONTROL POINT PG PAGE PAGE P/L, PROPERTY LINE PROPERTY LINE P.O.B. POINT OF BEGINNING POINT OF BEGINNING P.O.C. POINT OF COMMENCEMENT POINT OF COMMENCEMENT PRM PERMANENT REFERENCE MARKER PERMANENT REFERENCE MARKER PSM PROFESSIONAL SURVEYOR AND MAPPER PROFESSIONAL SURVEYOR AND MAPPER R RADIUS OF CURVE RADIUS OF CURVE R/W RIGHT-OF-WAY OR LINE DEPICTING THE LIMITS THEREOF RIGHT-OF-WAY OR LINE DEPICTING THE LIMITS THEREOF SMH SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE S/L SECTION LINE SECTION LINE SR STATE ROAD STATE ROAD T.M. PER MIAMI-DADE COUNTY TOWNSHIP MAP PER MIAMI-DADE COUNTY TOWNSHIP MAP TRANSF. ELECTRICAL TRANSFORMER ELECTRICAL TRANSFORMER TRB TELEPHONE RISER BOX TELEPHONE RISER BOX TSMP TRAFFIC SIGNAL METAL POLE TRAFFIC SIGNAL METAL POLE WF WOODEN FENCE WOODEN FENCE WLP WOODEN LIGHT POLE WOODEN LIGHT POLE WMT WATER METER WATER METER WPP WOODEN UTILITY POLE WOODEN UTILITY POLE DIAMETER +/- MORE OR LESSMORE OR LESS
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BENCHMARK/CONTROL POINT CHAIN-LINK FENCE CONTROL POINT EXISTING ELEVATION PALM TREE SIGN TREE WOODEN FENCE SANITARY SEWER MANHOLE ELECTRICAL MANHOLE TELEPHONE MANHOLE WATER VALVE CLEANOUT GUY WIRE ANCHOR HANDHOLE ELECTRICAL HANDHOLE SEWER METAL GUARD POST CATCH BASIN FIRE HYDRANT ALUMINUM LIGHT POLE CONCRETE LIGHT POLE WATER METER BACKFLOW VALVE GREASE MANHOLE HANDICAP PARKING WOOD POWER POLE CONCRETE POWER POLE RISER BOX TELEPHONE HANDHOLE TRAFFIC SIGNAL TRANSFORMER (FLORIDA POWER & LIGHT) WOODEN LIGHT POLE ELECTRICAL PANEL IRRIGATION CONTROL VALVE TRAFFIC SIGNAL MAST ARM SHRUB/BUSH UNDERGROUND GAS LINE MARKER SEWER VALVE
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x 9.99
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LYING IN SECTION 36, TOWNSHIP 56 SOUTH, RANGE 39 EAST
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LOCATION MAP
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SCALE: 1" = 300'
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E. LINE SW 1/4, 36-56-39 SW FLORIDA AVENUE
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LEGAL NOTES TO ACCOMPANY BOUNDARY AND TOPOGRAPHIC SURVEY -THIS SURVEY MAP REPRESENTS A BOUNDARY AND TOPOGRAPHIC SURVEY. -THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, OR EASEMENTS OF RECORD; ALL EASEMENTS (IF ANY) WERE SUPPLIED BY THE CLIENT. -SOURCES OF DATA: ORB 18406 PAGE 3977, ORB 26940 PAGE 1493, ORB 27345 PAGE 4648, PB 114 PAGE 14, PB 114 PAGE 54, PB 153 PAGE 68, PB 173 PAGE 36, PB 96 PAGE 42, PB 137 PAGE 68, PB 161 PAGE 63, PB 131 PAGE 39, ALL OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; AND RESOLUTION R-123-20, PASSED FEBRUARY 4, 2020. -ALL DISTANCE MEASUREMENTS WERE MADE IN UNITED STATES SURVEY FEET, UNLESS SHOWN OTHERWISE. -THE PROJECT SITE IS LOCATED IN SECTION 36, TOWNSHIP 56 SOUTH, RANGE 39 EAST, IN MIAMI-DADE COUNTY, FLORIDA. -THE BEARING BASIS FOR THIS SURVEY IS SOUTH 89°15'37" WEST ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SECTION36, TOWNSHIP 56 SOUTH, RANGE 39 EAST. -THIS SITE LIES ENTIRELY WITHIN FEMA FLOOD ZONE "X". -FEMA MAP NUMBER: 12086C0594L, MAP REVISED SEPTEMBER 11, 2009. -MIAMI-DADE COUNTY FLOOD CRITERIA: 5.2' +/- (NOT LESS THAN 5' AND NOT GREATER THAN 6'; PER MIAMI-DADE COUNTY GEOGRAPHIC INFORMATION SYSTEM CONTOUR LINES). -NO ATTEMPT WAS MADE TO LOCATE UNDERGROUND UTILITIES, FOOTINGS, BUILDINGS, EXCEPT AS SHOWN HEREON, IF ANY. -ALL SHOWN BOUNDARY TIES ARE PERPENDICULAR TO INDICATED REFERENCE LINES. -OWNERSHIP IS SUBJECT TO THE OPINION OF TITLE. NO DETERMINATION OF PROPERTY OWNERSHIP IS IMPLIED BY THIS SURVEY. NO DETERMINATION OF PROPERTY OWNERSHIP IS IMPLIED BY THIS SURVEY. -ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS AND THEY WILL BE RESPONSIBLE FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THE APPROVAL BY MIAMI-DADE COUNTY AUTHORITIES IN ALL CONSTRUCTION, UNLESS OTHERWISE NOTED. -ELEVATIONS SHOWN HEREON ARE REFERRED TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD). ELEVATIONS ARE BASED ON MIAMI-DADE COUNTY BENCHMARK "HAF-28", ELEVATION 9.06 FEET; SAID BENCHMARK BEING A CORPS OF ENGINEERS BRONZE DISK IN CONCRETE LOCATED APPROXIMATELY 50 FEET SOUTH OF THE EXTENDED CENTERLINE OF SOUTHWEST 280 STREET AND 50 FEET WEST OF THE CENTERLINE OF SOUTHWEST 127 AVENUE. -THE HORIZONTAL COORDINATES SHOWN HEREON ARE BASED ON THE NORTH AMERICAN DATUM OF 1983 (2011 ADJUSTMENT). -THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1"= 60' OR SMALLER; AT THE MAXIMUM INTENDED DISPLAYED SCALE, THE MAP'S POSITIONAL VALUE OCCUPIES 1/20" ON THE DISPLAY (EXCLUDING THE "LOCATION MAP"). -ADDITIONS OR DELETIONS TO THE SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. -THE SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER.
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LEGAL DESCRIPTION: A PORTION OF THE DADE COUNTY-HOMESTEAD REGIONAL AIRPORT LYING IN SECTION 36, TOWNSHIP 56 SOUTH, RANGE 39 EAST, DADE COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTH ONE-QUARTER CORNER OF SAID SECTION 36, THENCE S 89°15'18" W ALONG THE SOUTH LINE OF THE SOUTHWEST ONE-QUARTER OF SAID SECTION 36, 1076.67 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S 89°15'18" W, ALONG THE SOUTH LINE OF THE SOUTHWEST ONE-QUARTER OF SAID SECTION 36, SAID LINE ALSO BEING COINCIDENT WITH THE CENTERLINE OF SW 280TH STREET (WALDIN DRIVE), 1521.35 FEET; THENCE N 00°45'33" W, 2690.03 FEET; THENCE N 01°03'11" W, 1293.53 FEET; THENCE N 89°22'58" E, 2626.43 FEET; THENCE N 89°24'55" E, 110.00 FEET; THENCE S 00°26'44" E, 2774.06 FEET; THENCE S 89°18'13" W, 326.62 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE, CONCAVE TO THE NORTHEAST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS OF 550.00 FEET, A CENTRAL ANGLE OF 22°29'05", A CHORD DISTANCE OF 214.46 FEET, A CHORD BEARING OF N 79°27'14" W, AN ARC DISTANCE OF 215.84 FEET TO A POINT OF TANGENCY; THENCE N 68°12'42" W, 616.40 FEET TO A POINT ON THE ARC OF A NON-TANGENT CIRCULAR CURVE, CONCAVE TO THE EAST (A RADIAL LINE THROUGH SAID POINT BEARS S 62°39'05" E); THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS OF 1100.00 FEET, A CENTRAL ANGLE OF 37°44'47", A CHORD DISTANCE OF 711.64 FEET, A CHORD BEARING OF S 08°28'31" W, AN ARC DISTANCE OF 724.68 FEET TO A POINT OF REVERSE CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE WEST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS OF 2005.00 FEET, A CENTRAL ANGLE OF 09°47'13", A CHORD DISTANCE OF 342.07 FEET, A CHORD BEARING OF S 05°30'16" E, AN ARC DISTANCE OF 342.48 FEET TO A POINT OF TANGENCY; THENCE S 00°36'39" E, 438.49 FEET TO THE POINT OF BEGINNING. SAID DADE COUNTY PARK PARCEL CONTAINS 212.73 ACRES, MORE OR LESS. LESS: THE EAST 70.00 FEET OF THE AFOREMENTIONED PARCEL; SAID EAST 70.00 FEET HAVING BEEN DEDICATED TO MIAMI-DADE COUNTY FOR PUBLIC ROAD RIGHT-OF-WAY BY RESOLUTION R-123-20, DATED FEBRUARY 4, 2020. AREA OF PARCEL LESS RIGHT-OF-WAY DEDICATED BY R-123-20: 9,071,831 SQUARE FEET OR 208.261 ACRES +/- AREA OF TRACT "A" (TOTAL PARCEL AREA LESS RIGHT-OF-WAY DEDICATED BY R-123-20 AND LESS RIGHT-OF-WAY TO BE DEDICATED BY THIS PLAT): 8,985,125 SQUARE FEET OR 206.270 ACRES +/-
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DEVELOPMENT CRITERIA EXISTING FACILITIES: -COUNTY OPERATED PARK PROPOSED DEVELOPMENT: -COMMUNITY CENTER: 18,000 SQUARE FEET -SPLASH PAD -PLAYGROUND -MULTI-PURPOSE FIELD WITH CRICKET -VEHICULAR AND PEDESTRIAN ENTRANCES -PARKING -PUBLIC SEWER TO BE UTILIZED -PUBLIC WATER TO BE UTILIZED -EXPECTED WEEKEND VISITORS: 700-900/DAY (+/-) -EXPECTED WEEKDAY VISITORS: 100/DAY (+/-) ZONING AND LAND USE FOLIO: NUMBER NOT FOUND ZONING: RU-1 SINGLE-FAMILY RESIDENTIAL RU-1 SINGLE-FAMILY RESIDENTIAL CURRENT LAND USE: COUNTY OPERATED PARK
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SW 280 STREET (WALDIN DRIVE) S. LINE SW 1/4 36-56-39
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SW 127 AVENUE W. LINE 36-56-39
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SW 268 STREET (MOODY DRIVE) N. LINE S. 1/2, NW 1/4, 36-56-39
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PROJECT SITE LYING WITHIN SECTION 36-56-39
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N. LINE SW 1/4, 36-56-39
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E. LINE S. 1/2, NW 1/4, 36-56-39
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SE CORNER SW 1/4 SECTION 36-56-39
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SW CORNER SECTION 36-56-39
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NW CORNER SW 1/4 SECTION 36-56-39
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NE CORNER SW 1/4 SECTION 36-56-39
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NE CORNER SOUTH 1/2, NW 1/4, SECTION 36-56-39
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NW CORNER SOUTH 1/2, NW 1/4, SECTION 36-56-39
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FOLIO: 30-6936-000-0280 THE SCHOOL BOARD OF MIAMI-DADE COUNTY NOT SUBDIVIDED
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COMMUNITY PARTNERSHIP SOUTH PB 153, PG 66
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H.U.D. FLORIDA 5-73 PB 114, PG 54
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H.U.D. FLORIDA 5-72 PB 114, PG 14
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SW 272 STREET
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FEDEX GROUND FACILITY PB 172, PG 36
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SOUTH POINTE COVE PB 161, PG 63
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CUTLER LANDINGS PB 131, PG 39
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SW PENNSYLVANIA AVENUE
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MEADOW WOOD MANOR SECTION TEN PB 137, PG 68
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MEADOW WOOD MANOR SECTION THREE PB 96, PG 42
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HARP
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SHEET 2
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MYSTIC LAKE
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THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY SCOTT A. RIGGS, P.S.M. 6160 ON 09/18/2020.
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SW 122 AVENUE
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TENTATIVE PLAT - HARP
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N 89%%D22'13" E 2626.73' (C)
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WF
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(P.B. 114, PG. 14 M.D.C.R.)
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H.U.D. FLORIDA 5-72
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TRACT A
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(P.B. 114, PG. 54 M.D.C.R.)
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H.U.D. FLORIDA 5-73
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TRACT A
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(P.B. 96, PG. 42 M.D.C.R.)
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MEADOW WOOD MANOR SECTION THREE
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NW CORNER SOUTH 1/2, NW 1/4, SECTION 36-56-39
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SW 127 AVENUE
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W. LINE 36-56-39
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N. LINE S. 1/2, NW 1/4, 36-56-39
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ASPHALT
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N 01%%D03'11" W 1293.53' (D)
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N 01%%D03'11" W 1293.28' (C)
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N 01%%D03'11" W 1293.53' (D)
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N 89%%D22'13" E 2677.26' (C)
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N 89%%D22'58" E 2626.43' (D)
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BM "BB-7-RA" FOUND PK & WASHER N: 431098.23 E: 855227.76 ELV: 10.21'
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FENCE 0.3' S OF
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FENCE 0.5' S OF
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P/L
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FENCE 0.1' S OF
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SET I.P.
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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N 01%%D03'11" W 1343.52'
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N 01%%D03'11" W 1293.28' (C)
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SW 125 COURT
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SW 125 AVENUE
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SW 124 COURT
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SW 124 AVENUE
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SW 123 PLACE
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G
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G
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CONCRETE CURB
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BUS-STOP
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E
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CB
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E
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CB
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BUS-STOP
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HHTS(5)
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H
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H
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G
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MHS
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S
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MH
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MHS(2)
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S
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MH
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MHS
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S
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MH
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WV
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S
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MH
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SV
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SV
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SV
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HHTS(2)
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H
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H
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WPP
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MHS
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S
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MH
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G
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MHS(2)
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S
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MH
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S
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MH
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SV
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MHS
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S
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MH
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SV
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SV
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SV
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SV
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S
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MH
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MHS
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EXTERNAL AREA OF CURVE TO BE DEDICATED TO MIAMI-DADE COUNTY FOR PUBLIC RIGHT-OF-WAY BY THIS PLAT = 90°25'24"R = 25.00' L = 39.45'
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5' TO BE DEDICATED TO MIAMI-DADE COUNTY FOR PUBLIC RIGHT-OF-WAY BY THIS PLAT
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5' TO BE DEDICATED TO MIAMI-DADE COUNTY FOR PUBLIC RIGHT-OF-WAY BY THIS PLAT
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N 01%%D03'11" W 1268.07' (TO PC)
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N 01%%D03'11" W 1268.07'(TO PC)
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N 89%%D22'13" E 2596.54'(PC TO FRACTIONAL SECTION LINE INTERSECTION)
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TRACT "A" AREA: 8,985,125 SQUARE FEET OR 206.270 ACRES +/-
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Field Book
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of
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MIAMI-DADE
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Survey Section
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111 N.W. First Street, Suite N%%D 1610
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Miami, Florida 33128 (305-375-2657)
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Department of Transportation
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Miami Dade County
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and Public Works
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TENTATIVE PLAT
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08/25/2020
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1" = 60'
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20200103
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2
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8
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AA, JDW
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S.RIGGS
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SCALE: 1" = 60'
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N
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LYING IN SECTION 36, TOWNSHIP 56 SOUTH, RANGE 39 EAST
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2869
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39 to 47
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HARP
MATCH LINE "B"
MATCH LINE "A"
MA
TC
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TENTATIVE PLAT - HARP
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TRANSF. (FPL)
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SW 272 STREET
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CLF
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CLF
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CLF
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WF
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WF
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S/L
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P/L
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P/L
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MHS
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E
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MHT
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MHE
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MHE
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WV
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NW CORNER SW 1/4 SECTION 36-56-39
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SW 127 AVENUE
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W. LINE 36-56-39
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NOT SUBDIVIDED
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(P.B. 114, PG. 14 M.D.C.R.)
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H.U.D. FLORIDA 5-72
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TRACT A
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WV
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MHS
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S
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MH
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WV
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WV
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WV
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FH
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H
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F
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CPP
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CLP
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HHE
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H
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H
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WPP
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H
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F
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GA
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CLP
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HHE(2)
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H
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H
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H
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H
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HHTS(2)
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H
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H
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H
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H
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T
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TRANSF. (FPL)
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E
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MHE
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EP
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EP
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MHS
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S
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MH
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MHS(2)
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S
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MH
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S
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MH
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CLP
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HHE
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H
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H
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HHTS
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H
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H
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CLP
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HHE
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H
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H
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CLP
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HHE
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H
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H
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CLP
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HHE
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H
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H
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CLP
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HHE
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H
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H
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T
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TRANSF. (FPL)
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MHS
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S
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MH
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MHS
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S
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MH
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S
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MH
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S
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MH
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S
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MH
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S
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MH
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S
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MH
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S
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MH
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S
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MH
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S
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MH
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S
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MH
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S
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MH
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S
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S
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S
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MH
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MHS
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S
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MH
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MHS
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FH
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H
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F
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FH
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H
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F
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FH
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H
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F
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FH
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H
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F
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FH
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H
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F
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FH
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H
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F
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FH
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H
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F
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FH
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H
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F
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FH
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H
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F
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H
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F
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CB
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CB
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CB
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CB
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WV
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T
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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N 00%%D45'33" W 2690.03' (D)
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N 01%%D03'11" W 1293.53' (D)
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N 01%%D03'11" W 1293.28' (C)
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N 01%%D03'11" W 1343.52'
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ASPHALT
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N. LINE SW 1/4 36-56-39N. LINE SW 1/4 36-56-39
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FOUND 1" IRON PIPE IN CONCRETE (HELD)
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FOUND 1/4" BENT REBAR 0.45' N OF ANG.PT. 0.41' E OF
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S/L
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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N 00%%D45'35" W 2689.32'
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N 00%%D45'35" W 2689.47' (C)
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MHS
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S
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MH
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M
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WMT
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G
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CONCRETE SIDEWALK
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E
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BUS-STOP
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CONCRETE SIDEWALK
AutoCAD SHX Text
HHE
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H
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H
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CONCRETE SIDEWALK
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MHS
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S
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MH
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SV
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SV
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SV
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G
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S
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MH
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MHS
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CB
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CB
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WV
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FH
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H
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F
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E
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CONCRETE CURB
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BUS-STOP
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CB
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MHS
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S
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MH
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5' TO BE DEDICATED TO MIAMI-DADE COUNTY FOR PUBLIC RIGHT-OF-WAY BY THIS PLAT
AutoCAD SHX Text
5' TO BE DEDICATED TO MIAMI-DADE COUNTY FOR PUBLIC RIGHT-OF-WAY BY THIS PLAT
AutoCAD SHX Text
N 00%%D45'35" W 2624.49'(FROM PC)
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N 01%%D03'11" W 1268.07' (TO PC)
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TRACT "A" AREA: 8,985,125 SQUARE FEET OR 206.270 ACRES +/-
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N%%d
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Field Book
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Drawing N%%d
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of
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Project N%%d
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MIAMI-DADE
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Survey Section
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111 N.W. First Street, Suite N%%D 1610
AutoCAD SHX Text
Miami, Florida 33128 (305-375-2657)
AutoCAD SHX Text
Department of Transportation
AutoCAD SHX Text
Miami Dade County
AutoCAD SHX Text
and Public Works
AutoCAD SHX Text
TENTATIVE PLAT
AutoCAD SHX Text
08/25/2020
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AS SHOWN
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20200103
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3
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8
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AA, JDW
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S.RIGGS
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LYING IN SECTION 36, TOWNSHIP 56 SOUTH, RANGE 39 EAST
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SCALE: 1" = 60'
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N
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2869
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39 to 47
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HARP
MATCH LINE "C"
MATCH LINE "B"
MA
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MATCH LINE "G"
MATCH LINE "C"
TENTATIVE PLAT - HARP
AutoCAD SHX Text
TRANSF. (FPL)
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PARKING
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50'
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12' WATER MAIN EASEMENT
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CLF
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CLF
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CLF
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CLF
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CLF
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CLF
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PARKING
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OFFICE BLDG
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S/L
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P/L
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OVERHANG
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CLF
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CB
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CB
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CB
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CB
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H
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F
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FH
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H
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F
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FH
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H
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F
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FH
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WV
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WV
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WV
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MHS
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S
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MH
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MHS
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S
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MH
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MHS
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S
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MH
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MH
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CLP
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CLP
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CLP
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CLP
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CLP
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CLP
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S
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MHS
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S
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MH
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MHS
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MH
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S
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MH
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S
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O
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C
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O
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C
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O
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C
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O
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C
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CO
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CO
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CO
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BFV
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M
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WMT
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WV
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M
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WMT
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BFV
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HHE
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H
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H
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ALP
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HHE
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H
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H
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H
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M
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H
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M
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GREASE MH(2)
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ALP
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HHE
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H
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H
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ICV
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ICV
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ICV
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ICV
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ICV(2)
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ICV(2)
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ICV(2)
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ICV(2)
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ICV
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ICV
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HHE
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H
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H
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HHE
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ALP
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HHE
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H
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H
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ALP
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HHE(2)
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ALP
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HHE
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ALP
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HHE
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ALP
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HHE
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ALP
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HHE
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ALP
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H
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H
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ALP
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HHE
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V
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S
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ICV
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ICV
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CB
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CB
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WV
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PUMPSTATION
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CB
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H
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H
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s
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HHS
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HHT
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T
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MHT
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E
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CO
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S
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V
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S
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V
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S
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V
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S
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WV
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ICV
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CLF
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CLF
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CLF
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CLF
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WV
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CLF
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SW 127 AVENUE
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W. LINE 36-56-39
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MINI SOCCER COURT
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NOT SUBDIVIDED
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WV
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GATE
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WV
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T
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H
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F
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FH
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CB
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CB
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CB
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CB
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CB
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HHSL
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H
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H
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HHSL
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H
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H
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WLP
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WLP
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CLP
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HHE
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H
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H
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T
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MHT
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E
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MHE
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CLP
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HHE
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H
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H
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HHTS
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H
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H
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TRANSF. (FPL)
AutoCAD SHX Text
T
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TRANSF. (FPL) (2)
AutoCAD SHX Text
T
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E
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MHE(2)
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E
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HHE
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H
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H
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HHE
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H
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H
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WV
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WV
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WV
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FH
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H
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F
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WPP
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H
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F
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GA
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MHS
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S
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MH
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MHS(2)
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S
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MH
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S
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MH
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MHS
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T
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ASPHALT
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ASPHALT
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N 00%%D45'33" W 2690.03' (D)
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N 00%%D45'33" W 2690.03' (D)
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12' WATER MAIN EASEMENT
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ORB 26940, PG 1493
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ORB 26940, PG 1493
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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12' WATER MAIN EASEMENT
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ORB 26940, PG 1493
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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FENCE 1.2' E OF
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N 00%%D45'35" W 2689.32'
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N 00%%D45'35" W 2689.47' (C)
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10' FPL EASEMENT
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ORB 27345, PG 4648
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G
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MHS
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S
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MH
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MHS
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S
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MH
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WV
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WV
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M
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WMT
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BFVP
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M
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WMT
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H
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H
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WV
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WV
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M
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5' TO BE DEDICATED TO MIAMI-DADE COUNTY FOR PUBLIC RIGHT-OF-WAY BY THIS PLAT
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5' TO BE DEDICATED TO MIAMI-DADE COUNTY FOR PUBLIC RIGHT-OF-WAY BY THIS PLAT
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5' TO BE DEDICATED TO MIAMI-DADE COUNTY FOR PUBLIC RIGHT-OF-WAY BY THIS PLAT
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N 00%%D45'35" W 2624.49'(FROM PC)
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TRACT "A" AREA: 8,985,125 SQUARE FEET OR 206.270 ACRES +/-
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Inspections:
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Revisions
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N%%d
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Date
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Description
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Project Title:
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Field Book
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Drawing N%%d
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of
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Scale
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Date
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Project N%%d
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MIAMI-DADE
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Survey Section
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111 N.W. First Street, Suite N%%D 1610
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Miami, Florida 33128 (305-375-2657)
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Department of Transportation
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Miami Dade County
AutoCAD SHX Text
and Public Works
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TENTATIVE PLAT
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08/25/2020
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1" = 60'
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20200103
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4
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8
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AA, JDW
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S.RIGGS
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LYING IN SECTION 36, TOWNSHIP 56 SOUTH, RANGE 39 EAST
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SCALE: 1" = 60'
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N
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2869
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39 to 47
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HARP
MATCH LINE "C"
MA
TC
H L
IN
E "H
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MATCH LINE "C"
TENTATIVE PLAT - HARP
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S 89%%D15'18" W 1521.35' (D)
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= 09%%D47'13"
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R = 2005.00'
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L = 342.48'
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PUMP HOUSE,WELL,
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MAINT. BLDG
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CONC. SLAB
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CLF
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CLF
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CLF
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N 00%%D45'33" W 2690.03' (D)
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S 00%%D36'39" E 438.49' (D)
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12' WATER MAIN EASEMENT
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CLF
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CLF
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CLF
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CLF
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ASPHALT PARKING
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CLF
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25' PAVED STREET
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NOT SUBDIVIDED
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(P.B. 153, PG. 66 M.D.C.R.)
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COMMUNITY PARTNERSHIP SOUTH
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S/L
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S/L
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S/L
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P/L
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P/L
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P/L
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INGRESS - EGRESS
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ENTRANCE TO SCHOOL
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GATE
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GATE
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GATE
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CB
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CB
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CB
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CB
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CB
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CB
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H
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F
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FH
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WV
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WV
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H
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F
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FH
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CB
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MHS
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MH
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MHS
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S
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MH
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MHS
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MH
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ICV
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ICV
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ICV
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ICV
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ICV
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ICV(2)
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ICV(2)
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ICV
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V
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S
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ICV
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ICV
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ICV
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ICV
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HHE
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ALP
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HHE
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ALP
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HHE
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ALP
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HHE
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ALP
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HHE
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ALP
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HHE
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ALP
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HHE
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ALP
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HHE
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ALP
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ALP
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HHE
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ALP
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HHE
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ALP
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HHE
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ALP
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HHE
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CB
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HHE
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H
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H
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WPP
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CB
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CB
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CB
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CPP
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GA(3)
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B
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R
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TRB
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CLP
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HHE
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H
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H
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CLP
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HHE
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HHE
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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H
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H
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S
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S
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CLF
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STORAGE BLDG
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STORAGE BLDG
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GATE
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CLP
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CLF
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SCHOOL BOARD OWNED SITE
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SW 280 STREET (WALDIN DRIVE)
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SW CORNER SECTION 36-56-39
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S. LINE SW 1/4 36-56-39S. LINE SW 1/4 36-56-39
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SW 127 AVENUE
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W. LINE 36-56-39
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P.O.C. SE CORNER SW 1/4 SECTION 36-56-39
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WPP
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GA
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CLP
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CLP
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HHE
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H
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H
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CLP
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HHE
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H
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H
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CLP
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HHE
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H
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H
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T
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MHT
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E
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MHE
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CLP
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HHE
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H
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H
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CLP
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HHE
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H
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H
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CLP
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HHE
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H
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H
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T
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MHT
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E
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MHE
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WV
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WV
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T
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T
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MHT(2)
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T
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H
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F
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FH
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CB
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CB
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CB
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HHSL
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H
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H
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HHSL
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H
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H
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ALP
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ALP
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HHTS
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H
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H
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TRANSF. (FPL)
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S 89%%D15'37" W 1521.26' (C)
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P.O.B.
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N 00%%D45'35" W 2689.47' (C)
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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N 00%%D45'35" W 2689.32'
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S 00%%D36'33" E 438.41' (C)
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50.00'
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ORB 26940, PG 1493
AutoCAD SHX Text
12' WATER MAIN EASEMENT
AutoCAD SHX Text
ORB 26940, PG 1493
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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1076.67'
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BM "HAF-28" FOUND BRONZE DISK IN CONCRETE N: 426968.70 E: 855291.06 ELV: 9.06'
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P/L
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P/L
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FOUND N&W PRM "LB 1337" 0.02' W OF
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FENCE 0.1' W OF
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FENCE 0.1' W OF
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FOUND N&W "LB 3870" 0.20' S OF S/L
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FOUND BDCM "LB 1337" 0.03' E OF 0.01' S OF PC
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FENCE 0.4' W OF
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FOUND BDCM "LB 1337" 0.03' W OF 0.07' N OF PC
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FENCE ON
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FENCE 1.0' E OF
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FENCE 0.6' E OF
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FENCE 1.1' E OF
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FOUND BDCM (HELD)
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SET N&W
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N 00%%D45'35" W 2689.32'
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SW 124 COURT
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H
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F
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FH
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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CPP
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WPP
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WPP
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WPP
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H
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H
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H
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H
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CB
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H
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M
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H
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M
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H
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M
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ASPHALT
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ASPHALT
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CB
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CONCRETE CURB
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G
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CONCRETE CURB
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H
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M
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WPP
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WPP
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BUS-STOP
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WV
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H
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F
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FH
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G
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CB
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CB
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CB
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CB
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CB
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H
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M
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H
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M
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H
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M
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CPP
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CPP
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CPP
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CPP
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CPP
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CPP
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CPP
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H
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M
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WPP
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WV
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WV
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H
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M
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5' TO BE DEDICATED TO MIAMI-DADE COUNTY FOR PUBLIC RIGHT-OF-WAY BY THIS PLAT
AutoCAD SHX Text
5' TO BE DEDICATED TO MIAMI-DADE COUNTY FOR PUBLIC RIGHT-OF-WAY BY THIS PLAT
AutoCAD SHX Text
EXTERNAL AREA OF CURVE TO BE DEDICATED TO MIAMI-DADE COUNTY FOR PUBLIC RIGHT-OF-WAY BY THIS PLAT = 89°58'48"R = 25.00' L = 39.26'
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40' TO BE DEDICATED TO MIAMI-DADE COUNTY FOR PUBLIC RIGHT-OF-WAY BY THIS PLAT
AutoCAD SHX Text
40' TO BE DEDICATED TO MIAMI-DADE COUNTY FOR PUBLIC RIGHT-OF-WAY BY THIS PLAT
AutoCAD SHX Text
S 89%%D15'37" W 1491.37'
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N 00%%D45'35" W 2624.49'(FROM PC)
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TRACT "A" AREA: 8,985,125 SQUARE FEET OR 206.270 ACRES +/-
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Revisions
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N%%d
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Date
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Description
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Project Title:
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Field Book
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Drawing N%%d
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of
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Page
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Scale
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Date
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Project N%%d
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MIAMI-DADE
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Survey Section
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111 N.W. First Street, Suite N%%D 1610
AutoCAD SHX Text
Miami, Florida 33128 (305-375-2657)
AutoCAD SHX Text
Department of Transportation
AutoCAD SHX Text
Miami Dade County
AutoCAD SHX Text
and Public Works
AutoCAD SHX Text
TENTATIVE PLAT
AutoCAD SHX Text
08/25/2020
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1" = 60'
AutoCAD SHX Text
20200103
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5
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8
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AA, JDW
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S.RIGGS
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LYING IN SECTION 36, TOWNSHIP 56 SOUTH, RANGE 39 EAST
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SCALE: 1" = 60'
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N
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2869
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39 to 47
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HARP
MA
TC
H L
IN
E "E
"
MA
TC
H L
IN
E "F
"
MATCH LINE "D"
TENTATIVE PLAT - HARP
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N89°24'10"E 70.00' (C)
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CLF
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CLF
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WF
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WF
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13
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(P.B. 137, PG. 68 M.D.C.R.)
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MEADOW WOOD MANOR SECTION TEN
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(P.B. 161, PG. 63 M.D.C.R.)
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SOUTH POINTE COVE
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(P.B. 131, PG. 39 M.D.C.R.)
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CUTLER LANDINGS
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TRACT A
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TRACT B
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TRACT C
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12
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11
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10
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9
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8
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BLOCK 7
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S/L
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S/L
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S/L
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ACCESS CLOSED
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GATE
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WF
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WF
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(P.B. 131, PG. 39 M.D.C.R.)
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NE CORNER SOUTH 1/2, NW 1/4, SECTION 36-56-39
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SW FLORIDA AVENUE
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SW 268 STREET (MOODY DRIVE)
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N. LINE S. 1/2, NW 1/4, 36-56-39
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E. LINE S. 1/2, NW 1/4, 36-56-39
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E. LINE S. 1/2, NW 1/4, 36-56-39
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CB
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WLP
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HHE
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H
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H
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CLP
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WLP
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WLP
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WLP
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WLP
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WPP
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GA
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WPP
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WPP
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WPP
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MHS
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MH
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MHS
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MHS
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MH
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FH
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FH
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FH
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FH
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FH
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CB
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CB
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CB
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WV
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WV
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N89°24'10"E 40.00' (C)
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P/L
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S 00%%D26'44" E 2774.06' (D)
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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N89°24'10"E 110.00'
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S00°26'25"E 50.00'
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N 89%%D22'58" E 2626.43' (D)
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N89°24'55"E 110.00' TOTAL (D)
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70' R/W DEDICATION BY RESOLUTION R-123-20
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S 00%%D26'25" E 2774.08' (C)
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S 00%%D26'12" E 1293.37'
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S 00%%D26'12" E 1293.37'
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S00°26'25"E 50.00'
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ASPHALT
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FENCE 0.2' W OF
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FENCE 0.5' W OF
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FOUND BDCM "LB 3493" 0.08' S OF 0.04' W OF
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FENCE 0.6' S OF R/W
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FOUND NAIL IN SQUARE CUT 0.17' S OF S/L 0.08' W OF S/L
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SET I.P.
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SET I.P.
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FENCE 0.2' S OF
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FENCE 0.3' S OF
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P/L
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P/L
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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N 89%%D22'13" E 2677.26' (C)
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N 89%%D22'13" E 2626.73' (C)
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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SW 123 PLACE
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SW 122 AVENUE
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S
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MH
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MHS
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SV
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SV
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SV
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SV
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SV
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S
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MH
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MHS
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HHE
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H
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H
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S
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MH
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MHS
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G
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HHE
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H
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H
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BUS-STOP
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S
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MH
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MHS
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CB
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FH
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H
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F
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S
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EXTERNAL AREA OF CURVE TO BE DEDICATED TO MIAMI-DADE COUNTY FOR PUBLIC RIGHT-OF-WAY BY THIS PLAT = 90°09'25"R = 25.00' L = 39.34' TANGENT = 25.07'
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N 89%%D22'13" E 2596.54'(PC TO FRACTIONAL SECTION LINE INTERSECTION)
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S 00%%D26'25"E 2774.20'(TO SOUTHERLY PROPERTY LINE)
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2591.67' PC TO PC
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TRACT "A" AREA: 8,985,125 SQUARE FEET OR 206.270 ACRES +/-
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of
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MIAMI-DADE
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Survey Section
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111 N.W. First Street, Suite N%%D 1610
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Miami, Florida 33128 (305-375-2657)
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Department of Transportation
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Miami Dade County
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and Public Works
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TENTATIVE PLAT
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08/25/2020
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1" = 60'
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20200103
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6
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8
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AA, JDW
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S.RIGGS
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LYING IN SECTION 36, TOWNSHIP 56 SOUTH, RANGE 39 EAST
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SCALE: 1" = 60'
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N
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2869
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39 to 47
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HARP
MA
TC
H L
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E "F
"
MATCH LINE "G"
MATCH LINE "D"
TENTATIVE PLAT - HARP
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PUMPSTATION
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CLF
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CLF
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WF
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WF
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WF
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OFFICE BLDG
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SHELTER
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(P.B. 131, PG. 39 M.D.C.R.)
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CUTLER LANDINGS
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(P.B. 136, PG. 57 M.D.C.R.)
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CUTLER LANDINGS FIRST ADDITION
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10
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9
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8
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7
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6
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5
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4
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3
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11
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10
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9
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8
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7
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6
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5
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4
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3
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2
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1
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P/L
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S/L
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WF
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WF
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MHS
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S
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MH
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H
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H
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s
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HHS
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(P.B. 131, PG. 39 M.D.C.R.)
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CUTLER LANDINGS
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SW FLORIDA AVENUE
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NE CORNER SW 1/4 SECTION 36-56-39
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E. LINE SW 1/4, 36-56-39
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E. LINE S. 1/2, NW 1/4, 36-56-39
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WPP
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WPP
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WPP
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GA
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MHS
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S
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MH
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MHS
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S
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MH
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MHS
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MHS
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S
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MH
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MHS
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S
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MH
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MHS
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S
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MH
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MHS
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S
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MH
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MHS
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S
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MH
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MHS
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S
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MH
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MHS
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S
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MH
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MHS
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S
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MH
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MHS
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S
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MH
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MHS
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S
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MH
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MHS
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S
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MH
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FH
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H
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F
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FH
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H
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F
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FH
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H
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F
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FH
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H
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F
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FH
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H
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F
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H
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F
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FH
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H
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F
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CB
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CB
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CB
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CB
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CB
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CB
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CB
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CB
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CB
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CB
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CB
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CB
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CB
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CB
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CB
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CB
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CB
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CB
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WV
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WV
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WV
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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70' R/W DEDICATION BY RESOLUTION R-123-20
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S 00%%D26'44" E 2774.06' (D)
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S 00%%D26'12" E 2684.37'
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TO SE CORNER SW 1/4 36-56-39
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S 00%%D26'12" E 1293.37'
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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N. LINE SW 1/4 36-56-39N. LINE SW 1/4 36-56-39
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FENCE 0.3' W OF
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FENCE 0.1' W OF
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FOUND 2" IRON PIPE 0.23' E OF S/L 0.09' S OF S/L
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S/L
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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S 00%%D26'25" E 2774.08' (C)
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S 00%%D26'25"E 2774.20'(TO SOUTHERLY PROPERTY LINE)
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10' FPL EASEMENT
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ORB 27345, PG 4648
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MHS
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S
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MH
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HHE
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H
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H
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CB
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CB
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CB
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T
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TRANSF. (FPL)
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HHE
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H
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H
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MHS
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S
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MH
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CB
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CB
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MHS
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S
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MH
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MHS
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S
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MH
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CB
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CB
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CB
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S 00%%D26'25"E 2774.20'(TO SOUTHERLY PROPERTY LINE)
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S 00%%D26'25"E 2774.20'(TO SOUTHERLY PROPERTY LINE)
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2591.67' PC TO PC
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TRACT "A" AREA: 8,985,125 SQUARE FEET OR 206.270 ACRES +/-
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TRACT "A" AREA: 8,985,125 SQUARE FEET OR 206.270 ACRES +/-
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Field Book
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of
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MIAMI-DADE
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Survey Section
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111 N.W. First Street, Suite N%%D 1610
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Miami, Florida 33128 (305-375-2657)
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Department of Transportation
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Miami Dade County
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and Public Works
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TENTATIVE PLAT
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08/25/2020
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1" = 60'
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20200103
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7
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8
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AA, JDW
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S.RIGGS
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LYING IN SECTION 36, TOWNSHIP 56 SOUTH, RANGE 39 EAST
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SCALE: 1" = 60'
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N
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2869
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39 to 47
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HARP
MA
TC
H L
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E "H
"
MATCH LINE "G"
MATCH LINE "C"
TENTATIVE PLAT - HARP
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N 68%%D12'42" W 616.40' (C & D)
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= 22%%D29'05"
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R = 550.00'
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L = 215.84'
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= 37%%D44'47"
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R = 1100.00'
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L = 724.68'
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S 89%%D18'13" W 326.62' (D)
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CLF
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CLF
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CLF
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CLF
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WF
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WF
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WF
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WF
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WF
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PARKING
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OFFICE BLDG
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NOT SUBDIVIDED
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P/L
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P/L
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P/L
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P/L
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P/L
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S/L
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S/L
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WF
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WF
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WF
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WF
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WF
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CB
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H
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F
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FH
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WV
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CB
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CB
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WV
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H
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F
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FH
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M
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WMT
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BFVP
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MHS
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S
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MH
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MHS
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S
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MH
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MHS
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S
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MH
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CLP
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CLP
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HHE
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HHE
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H
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H
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ALP
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HHE(2)
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ALP
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HHE
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HHE
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HHE
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HHE
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H
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H
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s
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HHS
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CB
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CB
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H
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H
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s
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HHS
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ICV
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V
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S
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H
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H
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H
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H
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H
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H
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H
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H
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H
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H
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WF
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WF
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CLF
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CLF
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CLF
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CLF
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WF
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WV
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GATE
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GATE
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FOLIO: 30-6936-000-0280 THE SCHOOL BOARD OF MIAMI-DADE COUNTY NOT SUBDIVIDED
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SW FLORIDA AVENUE
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E. LINE SW 1/4, 36-56-39
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GATE
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WV
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WV
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MHS
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S
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MH
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S
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MH
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S
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MH
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S
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MH
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MHS
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S
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MH
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MHS
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S
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MH
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MHS
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S
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MH
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S
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MH
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MHS
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S
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MH
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S
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MH
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FH
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H
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F
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FH
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H
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F
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FH
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H
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F
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FH
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H
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F
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FH
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H
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F
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CB
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CB
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CB
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CB
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CB
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CB
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CB
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CB
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CB
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WV
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WV
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WV
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70.00'
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256.73'
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ASPHALT
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ASPHALT
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70' R/W DEDICATION BY RESOLUTION R-123-20
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S 00%%D26'44" E 2774.06' (D)
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S 00%%D26'25" E 2684.37'
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TO SE CORNER SW 1/4 36-56-39
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S 89%%D18'13" W 326.73' (C)
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RADIAL BEARING
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S 62%%D39'05" E (C & D)
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12' WATER MAIN EASEMENT
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ORB 26940, PG 1493
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ASPHALT
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ASPHALT
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FENCE ON
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FENCE 0.2' E OF
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FENCE 0.1' E OF
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FENCE CORNER 0.5' NE OF ON EXTENDED
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FOUND 1/2" IRON PIPE "3630" 0.11' SW OF 0.16' SE OF
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FENCE 0.1' SW OF
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FENCE 0.1' NE OF
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FOUND 1/2" IRON PIPE "3630" 0.16' SW OF 0.25' SE OF PC
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FENCE 0.4' NE OF
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FENCE 0.4' S OF
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SET I.P.
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SET I.P.
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FENCE 0.3' S OF
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FENCE 0.6' W OF 1.1' N OF
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SET I.P.
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ASPHALT
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ASPHALT
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ASPHALT
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S 00%%D26'25" E 2774.08' (C)
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S 00%%D26'25"E 2774.20'(TO SOUTHERLY PROPERTY LINE)
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CB
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CB
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CB
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MHS
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S
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MH
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ICV
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V
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CB
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AREA TO BE DEDICATED TO MIAMI-DADE COUNTY FOR PUBLIC RIGHT-OF-WAY BY THIS PLAT
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= 69°36'57"R = 25.00' L = 30.38'
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10.31' FROM SOUTH END OF C.D.S. CURVE TO PROPERTY CORNER ON SOUTHERLY LINE
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147.15' FROM PC TO SOUTH END OF C.D.S. CURVE
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S 89°33'35" W 64.00'TO RADIUS POINT OF C.D.S.
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73.72'
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2591.67' PC TO PC
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TRACT "A" AREA: 8,985,125 SQUARE FEET OR 206.270 ACRES +/-
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= 154°14'11"R = 64.00' L = 172.28'
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MIAMI-DADE
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Survey Section
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111 N.W. First Street, Suite N%%D 1610
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Miami, Florida 33128 (305-375-2657)
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Department of Transportation
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Miami Dade County
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and Public Works
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TENTATIVE PLAT
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08/25/2020
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1" = 60'
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20200103
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8
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8
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AA, JDW
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S.RIGGS
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LYING IN SECTION 36, TOWNSHIP 56 SOUTH, RANGE 39 EAST
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SCALE: 1" = 60'
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N
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2869
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39 to 47
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HARP