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TENTATIVE PLAT

BOUNDARY AND TOPOGRAPHIC SURVEY

- ZONING: RU-1

- PROPOSED USE: SINGLE-FAMILY RESIDENTIAL

17 LOTS

- RESOLUTION No.: CZAB14-21-20

- MIAMI-DADE COUNTY FLOOD CRITERIA: 6.7 Feet (NGVD29)

- FOLIO NUMBER: 30-6914-000-0421

DEVELOPMENT AND PROPERTY INFORMATION

CONTACT INFORMATION

OWNER: CORREA VENTURES, Inc.

CONTACT: ANA ROBAYNA

TELEPHONE: (786)537-3037

EMAIL: [email protected]

SURVEYOR: SCOTT J. PERKINS, PSM

TELEPHONE: (305) 823-9316

EMAIL: [email protected]

ADDRESS: 5723 NW 158TH STREET, MIAMI LAKES, FL 33014

SCALE: 1"= 300'

TRIANGLE OAKS

THE NORTH 3/4 OF THE WEST 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 14, TOWNSHIP

56 SOUTH, RANGE 39 EAST, MIAMI-DADE COUNTY, FLORIDA, LESS ALL OF THAT PART LYING NORTH OF THE

SOUTH RIGHT OF WAY OF CANAL C-102N EXTENSION.

MIAMI-DADE COUNTY, FLORIDACOMMUNITY NUMBER: 120635PANEL NUMBER: 0592LMAP REVISED: SEPTEMBER 11, 2009FLOOD ZONE: AHBASE FLOOD ELEVATION: 8

FLOOD INSURANCE RATE MAP NUMBER: 12086C0592LLEGEND AND ABBREVIATIONS:

LEGAL DESCRIPTION:

SURVEYOR'S NOTES:

TO: MOUNTAIN COVE HOMES FLA FARM LAND LLC

CERTIFIED TO:

NATIONAL FLOODINSURANCE PROGRAM:

1) The above captioned property was surveyed and described based on the above legal description furnished by client.

2) This certification is only for the lands as described, it is not a certification of Title, Zoning, Easements, or Freedom of

Encumbrances, ABSTRACT NOT REVIEWED.

3) There may be additional restrictions not shown on this survey that may be found in the Public Records of this County.

Examination of ABSTRACT OF TITLE will have to be made to determine recorded instruments, if any affecting this

property.

4) Ownership subject to OPINION OF TITLE.

5) Type of Survey: BOUNDARY & TOPOGRAPHIC SURVEY

6) Unless otherwise noted, this Firm has not attempted to locate Footings and/or Foundations (underground).

7) This BOUNDARY & TOPOGRAPHIC SURVEY, has been prepared for the exclusive use of the entities named hereon.

The Certificate does not extend to any unnamed party.

8) All dimensions are in substantial agreement unless otherwise noted.

9) Bearings shown are assumed and are based on the centerline of SW 132ND AVENUE being N01°04'47"W

10) All elevations are referred to the National Geodetic Vertical Datum 1929

11) Horizontal accuracy statement: The horizontal accuracy obtained for all horizontal control measurements and office

calculations of closed geometric figures, meets or exceeds the Standards of Practice as set forth by the Florida Board of

Professional Surveyors and Mappers as contained in Chapter 5J-17.051(2)(b) Florida Administrative Code for

Suburban Linear: 1 foot in 7,500 feet.

12) Vertical accuracy statement: Elevations as shown are based on a closed level loop to the benchmarks noted, and meets

or exceeds the Standards of Practice as set forth by the Florida Board of Professional Surveyors and Mappers as

contained in Chapter 5J-17.051(2)(a), of a closure in feet of plus or minus 0.05 feet times the square root of the distance

in miles for vertical accuracy.

13) Bench Mark:

Bench Mark #1: U-126 Elevation: 11.22' NGVD 1929

Location: 1- SW 224 St --- 45' North of Centerline

2- SW 127 Ave --- 40' East of Centerline

Description: PK Nail and aluminum washer set on concrete sidewalk

Bench Mark #1: U-124 Elevation: 7.64 NGVD 1929

Location: 1- SW 216 St --- 8' South of Centerline

2- SW 134 Ave -- 377' East of Centerline

Description: PK Nail and aluminum washer set on concrete headwall of canal

I HEREBY CERTIFY THAT THIS "BOUNDARY & TOPOGRAPHIC SURVEY" IS TRUE AND CORRECT TO THE BEST OF MYKNOWLEDGE AND BELIEF AS SURVEYED AND DRAWN UNDER MY RESPONSIBLE DIRECTION, AND THAT THE SURVEYMEETS THE "STANDARDS OF PRACTICE" AS SET FORTH IN CHAPTER 5J-17.051 THROUGH 5J-17.052, FLORIDAADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, OF THE FLORIDA STATUTES.

SURVEYORS CERTIFICATE:

= SECTION CORNER= QUARTER CORNER

CB = CATCH BASINCONC. = CONCRETEΔ = DELTAØ = DIAMETEREL = ELEVATIONHDPE = HIGH DENSITY POLYETHYLENEINV = INVERTLB = LICENSED BUSINESSL = LENGTHNGVD 1929 = NATIONAL GEODETIC VERTICAL DATUM OF 1929PK NAIL = PARKER-KALON NAILPKWY = PARKWAYPRM = PERMANENT REFERENCE MONUMENTPSM = PROFESSIONAL SURVEYOR & MAPPERR = RADIUSSQ FT = SQUARE FEETSSMH = SANITARY SEWER MANHOLESTMH = STORM MANHOLESWK = SIDEWALK(TYP) = TYPICALUNK. = UNKNOWN

= WOOD UTILITY POLE

= GUYWIRE & ANCHOR

= TREE NUMBER

= SANITARY SEWER MANHOLE

= CATCH BASIN

= TRAFFIC SIGN

= WATER VALVE

= CABLE BOX

= MAIL BOX

= WOOD POWER POLE

= TREE

= PALM

= STORM MANHOLE

OVERHEAD CABLETOP OF BANK

EDGE OF WATER

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AutoCAD SHX TextESTATE MANSIONS FIRST ADDITION PLAT BOOK 165, PAGE 48

AutoCAD SHX TextSOUTHERN COVE PLAT BOOK 173, PAGE 63

AutoCAD SHX TextDAISY SUBDIVISION PLAT BOOK 121, PAGE 25

AutoCAD SHX TextESTATE MANSIONS PLAT BOOK 161, PAGE 87

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AutoCAD SHX TextESTATE MANSIONS FIRST ADDITION PLAT BOOK 165, PAGE 48

AutoCAD SHX TextCENTER OF SEC 14, TWP 56S, RGE 39E

AutoCAD SHX TextE1/4 CORNER OF SEC 14, TWP 56S, RGE 39E

AutoCAD SHX Text200040

AutoCAD SHX Text06/04/19

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AutoCAD SHX TextDRAWN:

AutoCAD SHX Text1801/1802

AutoCAD SHX TextCHECKED:

AutoCAD SHX Text1"=20'

AutoCAD SHX TextSCALE:

AutoCAD SHX TextE:\01-PROJECTFILES\MOUNTAIN COVE HOMES\200040 - SW 132ND AVE 5 ACRES\11-DRAWINGS\02-SURVEY\2000401107 - T-PLAT.DWG 1/8/2021 9:45 AM 1/8/2021 9:45 AM1/8/2021 9:45 AM

AutoCAD SHX TextSJP

AutoCAD SHX TextPH.(305) 823-9316

AutoCAD SHX TextMIAMI LAKES, FL 33014

AutoCAD SHX Text5723 NW 158th STREET

AutoCAD SHX TextL.B. # 5004

AutoCAD SHX TextNORTH

AutoCAD SHX TextA SUBDIVISION OF A PORTION OF LAND IN THE NORTH 3/4 OF WEST 1/2 OF THE SW 1/4 OF THE NE 1/4 OF SECTION 14, TOWNSHIP 56 SOUTH, RANGE 39 EAST, SECTION 14, TOWNSHIP 56 SOUTH, RANGE 39 EAST, MIAMI-DADE COUNTY, FLORIDA

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AutoCAD SHX TextREVISIONS:


AutoCAD SHX TextCERTIFICATION:

AutoCAD SHX TextBY:

AutoCAD SHX TextFOR THE FIRM

AutoCAD SHX TextSCOTT J. PERKINS, PSM#5686

AutoCAD SHX TextSTATE OF FLORIDA

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AutoCAD SHX TextLOT 4 ±9200 SQ FT

AutoCAD SHX TextFOLIO:30-6914-000-0181 30-6914-000-0181



AutoCAD SHX TextFOLIO: 30-6914-000-0201





AutoCAD SHX TextFOLIO:30-6914-000-0221

AutoCAD SHX TextFOLIO:30-6914-000-0207




AutoCAD SHX TextSOUTHERN COVE PLAT BOOK 173, PAGE 63 BLOCK 7

AutoCAD SHX TextESTATE MANSIONS PLAT BOOK 161, PAGE 87 BLOCK 4

AutoCAD SHX Text5'WIRE FENCE

AutoCAD SHX TextASPHALT IN POOR CONDITION

AutoCAD SHX Text5'CHAIN LINK FENCE

AutoCAD SHX TextCONC.

AutoCAD SHX TextASPHALT IN POOR CONDITION

AutoCAD SHX TextWV

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AutoCAD SHX TextNEW ASPHALT

AutoCAD SHX TextASPHALT

AutoCAD SHX TextAREA UNDER CONSTRUCTION

AutoCAD SHX Text6'CONC. SWK.

AutoCAD SHX TextPKWY


AutoCAD SHX TextPKWY


AutoCAD SHX TextGATE

AutoCAD SHX TextCONC.COLUMN 1,35'x1.35'(TYP)


AutoCAD SHX Text1'CONC. HEADWALL/ CONC.SLAB

AutoCAD SHX Text±3'WIDE CONC.DEBRIS














AutoCAD SHX TextWPP



AutoCAD SHX TextSSMH (CONC.ROUND 4' )RIM EL= 10.87' INV EL (S) 2.40' UNK.MATERIAL 8" INV EL (W) 2.42' UNK.MATERIAL 8"

AutoCAD SHX TextSTMH (CONC.ROUND 4' )RIM EL= 11.13' INV EL (S) 7.13' HDPE 18" INV EL (W) 7.13' HDPE 18" BOTTOM EL= 5.03'

AutoCAD SHX TextD

AutoCAD SHX TextCB (CONC.ROUND 3.5' )RIM EL= 11.07' INV EL (E) 7.07' HDPE 18" BAFFLE (W) BOTTOM EL= 3.22'

AutoCAD SHX TextCB (CONC.ROUND 3.5' )RIM EL= 10.63' INV EL (N) 6.98' HDPE 18" BAFFLE (S) BOTTOM EL= 1.28'

AutoCAD SHX TextCB (CONC.ROUND 3.5' )RIM EL= 10.61' INV EL (NE) 5.76' HDPE 18" BAFFLE (S) BOTTOM EL= 1.49'

AutoCAD SHX TextCB (CONC.ROUND 3.5' )RIM EL= 9.59' INV EL (SW) 5.89' HDPE 18" BAFFLE (E) BOTTOM EL= 2.04'

AutoCAD SHX TextWATER LEVEL=2.91' 06-15-2020 9:00 AM

AutoCAD SHX TextAREA OF HEAVY VEGETATION


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AutoCAD SHX TextCULTIVATED LAND

AutoCAD SHX TextCULTIVATED LAND

AutoCAD SHX TextSOUTH LINE OF NE 1/4 OF SECTION 14, TOWNSHIP 56S, RANGE 39E

AutoCAD SHX TextEAST LINE OF SW 1/4 OF SW 1/4 OF NE 1/4 OF SECTION 14, TOWNSHIP 56S, RANGE 39E

AutoCAD SHX TextSET 1/2" IRON PIPE/CAP LB#5004

AutoCAD SHX TextWEST LINE OF NE 1/4 OF SECTION 14, TOWNSHIP 56S, RANGE 39E

AutoCAD SHX TextFOUND PRM MIAMI-DADE CENTER OF SECTION 14, TOWNSHIP 56S, RANGE 39E

AutoCAD SHX TextTOP OF BANK





AutoCAD SHX TextESTATE MANSIONS FIRST ADDITION PLAT BOOK 165, PAGE 48 BLOCK 4








AutoCAD SHX Textlot 9 ±13999 SQ FT









AutoCAD SHX Text174.18'

AutoCAD SHX TextS44°07'39"W 115.00''


























AutoCAD SHX TextS01°04'47"E 152.91''

AutoCAD SHX TextR=25.00' Δ=44°47'51" 44°47'51" L=19.55'







AutoCAD SHX Text62.66














AutoCAD SHX TextN01°04'49"W 109.00''


AutoCAD SHX TextN44°07'53"E 21.56''







AutoCAD SHX TextN01°04'47"W 300.48''


AutoCAD SHX Text15' CANAL MAINTENANCE EASEMENT

AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX TextFOUND 1/2" IRON PIPE NO CAP 10.30' SOUTH


AutoCAD SHX TextI BEAN POST

AutoCAD SHX TextLIMIT OF PLAT




AutoCAD SHX Text190047


AutoCAD SHX TextSHEETS

AutoCAD SHX TextPROJ. No:

AutoCAD SHX TextF.W.


AutoCAD SHX TextPROJECT:

AutoCAD SHX TextPREPARED FOR:


AutoCAD SHX TextSHEET:

AutoCAD SHX TextDWG:


AutoCAD SHX TextOF

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AutoCAD SHX TextDRAWING NAME:

AutoCAD SHX TextAA

AutoCAD SHX TextFIELD BOOK:

AutoCAD SHX TextDRAWN:

AutoCAD SHX Text1801/1802

AutoCAD SHX TextCHECKED:

AutoCAD SHX Text1"=20'

AutoCAD SHX TextSCALE:

AutoCAD SHX TextNORTH

AutoCAD SHX TextE:\01-PROJECTFILES\MOUNTAIN COVE HOMES\200040 - SW 132ND AVE 5 ACRES\11-DRAWINGS\02-SURVEY\2000401107 - T-PLAT.DWG 1/8/2021 9:45 AM 1/8/2021 9:45 AM1/8/2021 9:45 AM

AutoCAD SHX TextSJP

AutoCAD SHX TextPH.(305) 823-9316

AutoCAD SHX TextMIAMI LAKES, FL 33014

AutoCAD SHX Text5723 NW 158th STREET

AutoCAD SHX TextL.B. # 5004

AutoCAD SHX TextA SUBDIVISION OF A PORTION OF LAND IN THE NORTH 3/4 OF WEST 1/2 OF THE SW 1/4 OF THE NE 1/4 OF SECTION 14, TOWNSHIP 56 SOUTH, RANGE 39 EAST, SECTION 14, TOWNSHIP 56 SOUTH, RANGE 39 EAST, MIAMI-DADE COUNTY, FLORIDA

AutoCAD SHX TextREVISIONS:


AutoCAD SHX TextCERTIFICATION:

AutoCAD SHX TextBY:

AutoCAD SHX TextFOR THE FIRM

AutoCAD SHX TextSCOTT J. PERKINS, PSM#5686

AutoCAD SHX TextSTATE OF FLORIDA

T-24513 Triangle Oaks Appilcation20210406122043324 - Copy

24513platT-24513 Triangle Oaks PlatSheets and Views2000401107 - T-Plat-T-Plat2000401107 - T-Plat-T-Plat (2)

sec 14, twp 56s, rge 39ene 1/4 of...sec 14, twp 56s, rge 39ene 1/4 of sw 1/4 of sec 14, twp 56s, rge...

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