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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
AutoCAD SHX Text1
AutoCAD SHX TextNOT SUBDIVIDED
AutoCAD SHX TextNOT SUBDIVIDED
AutoCAD SHX TextNOT SUBDIVIDED
AutoCAD SHX TextNOT SUBDIVIDED
AutoCAD SHX Text7
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AutoCAD SHX TextNOT SUBDIVIDED
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
AutoCAD SHX TextSHEETS
AutoCAD SHX TextPROJ. No:
AutoCAD SHX TextF.W.
AutoCAD SHX TextDATE:
AutoCAD SHX TextPROJECT:
AutoCAD SHX TextPREPARED FOR:
AutoCAD SHX Text01/07/20
AutoCAD SHX TextSHEET:
AutoCAD SHX TextDWG:
AutoCAD SHX TextDATE:
AutoCAD SHX TextOF
AutoCAD SHX Text2
AutoCAD SHX Text1
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 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
AutoCAD SHX Text1
AutoCAD SHX TextS
AutoCAD SHX TextWV
AutoCAD SHX TextMBOX
AutoCAD SHX TextWPP
AutoCAD SHX TextD
AutoCAD SHX TextREVISIONS:
AutoCAD SHX TextDATE:
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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N01°04'47"W 670.25'
S89°11'35"W 668.70'
N01°04'47"W 645.19'
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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:30-6914-000-0194 30-6914-000-0194
AutoCAD SHX TextFOLIO:30-6914-000-0199 30-6914-000-0199
AutoCAD SHX TextFOLIO: 30-6914-000-0201
AutoCAD SHX TextFOLIO:30-6914-000-0205 30-6914-000-0205
AutoCAD SHX TextFOLIO: 30-6914-000-0209
AutoCAD SHX TextFOLIO: 30-6914-000-0227
AutoCAD SHX TextFOLIO: 30-6914-000-0222
AutoCAD SHX TextFOLIO:30-6914-000-0221
AutoCAD SHX TextFOLIO:30-6914-000-0207
AutoCAD SHX TextFOLIO: 30-6914-000-0224
AutoCAD SHX TextFOLIO: 30-6914-000-0212
AutoCAD SHX TextFOLIO: 30-6914-000-0214
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
AutoCAD SHX TextS
AutoCAD SHX TextMBOX
AutoCAD SHX TextNEW ASPHALT
AutoCAD SHX TextASPHALT
AutoCAD SHX TextAREA UNDER CONSTRUCTION
AutoCAD SHX Text6'CONC. SWK.
AutoCAD SHX TextPKWY
AutoCAD SHX TextCONC.
AutoCAD SHX TextPKWY
AutoCAD SHX Text6'CHAIN LINK FENCE
AutoCAD SHX TextGATE
AutoCAD SHX TextCONC.COLUMN 1,35'x1.35'(TYP)
AutoCAD SHX TextGATE
AutoCAD SHX Text1'CONC. HEADWALL/ CONC.SLAB
AutoCAD SHX Text±3'WIDE CONC.DEBRIS
AutoCAD SHX Text4'WIRE FENCE
AutoCAD SHX TextCONC.
AutoCAD SHX TextMBOX
AutoCAD SHX TextCONC.
AutoCAD SHX TextASPHALT
AutoCAD SHX Text6'CHAIN LINK FENCE
AutoCAD SHX TextGATE
AutoCAD SHX TextASPHALT
AutoCAD SHX Text5'WIRE FENCE
AutoCAD SHX TextGATE
AutoCAD SHX TextMBOX
AutoCAD SHX Text6'CHAIN LINK FENCE
AutoCAD SHX Text6'CHAIN LINK FENCE
AutoCAD SHX TextWPP
AutoCAD SHX TextMBOX
AutoCAD SHX TextCONC.
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
AutoCAD SHX Text6'CHAIN LINK FENCE
AutoCAD SHX Text1
AutoCAD SHX Text2
AutoCAD SHX Text3
AutoCAD SHX Text4
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AutoCAD SHX Text31
AutoCAD SHX Text32
AutoCAD SHX Text33
AutoCAD SHX Text34
AutoCAD SHX Text35
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 TextTOP OF BANK
AutoCAD SHX TextTOP OF BANK
AutoCAD SHX TextTOP OF BANK
AutoCAD SHX TextSET 1/2" IRON PIPE/CAP LB#5004
AutoCAD SHX TextESTATE MANSIONS FIRST ADDITION PLAT BOOK 165, PAGE 48 BLOCK 4
AutoCAD SHX TextLOT 1 ±13357 SQ FT
AutoCAD SHX TextLOT 2 ±9200 SQ FT
AutoCAD SHX TextLOT 3 ±9200 SQ FT
AutoCAD SHX TextLOT 5 ±9200 SQ FT
AutoCAD SHX TextLOT 6 ±9200 SQ FT
AutoCAD SHX TextLOT 7 ±9200 SQ FT
AutoCAD SHX TextLOT 8 ±9200 SQ FT
AutoCAD SHX Textlot 9 ±13999 SQ FT
AutoCAD SHX TextLOT 1 ±9911 SQ FT
AutoCAD SHX TextLOT 2 ±7725 SQ FT
AutoCAD SHX TextLOT 3 ±7725 SQ FT
AutoCAD SHX TextLOT 4 ±7725 SQ FT
AutoCAD SHX TextLOT 5 ±10996 SQ FT
AutoCAD SHX TextLOT 6 ±9488 SQ FT
AutoCAD SHX TextLOT 7 ±8305 SQ FT
AutoCAD SHX TextLOT 8 ±10768 SQ FT
AutoCAD SHX Text174.18'
AutoCAD SHX TextS44°07'39"W 115.00''
AutoCAD SHX TextS44°07'39"W 115.00''
AutoCAD SHX TextS44°07'39"W 115.00''
AutoCAD SHX TextS44°07'39"W 115.00''
AutoCAD SHX TextS44°07'39"W 115.00''
AutoCAD SHX TextS44°07'39"W 115.00''
AutoCAD SHX TextS44°07'39"W 115.00''
AutoCAD SHX TextS44°07'39"W 115.00''
AutoCAD SHX Text162.83'
AutoCAD SHX Text179.37'
AutoCAD SHX Text80.00'
AutoCAD SHX Text80.00'
AutoCAD SHX Text80.00'
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AutoCAD SHX Text80.00'
AutoCAD SHX Text80.00'
AutoCAD SHX Text80.00'
AutoCAD SHX Text48.05'
AutoCAD SHX Text80.00'
AutoCAD SHX Text80.00'
AutoCAD SHX Text80.00'
AutoCAD SHX Text80.00'
AutoCAD SHX Text80.00'
AutoCAD SHX Text80.00'
AutoCAD SHX Text80.00'
AutoCAD SHX Text64.10'
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 TextS45°52'40"E 672.15''
AutoCAD SHX TextS44°07'20"W 103.00''
AutoCAD SHX TextS44°07'20"W 103.00''
AutoCAD SHX TextS44°07'20"W 103.00''
AutoCAD SHX TextS44°07'20"W 103.00''
AutoCAD SHX Text105.45'
AutoCAD SHX Text62.66
AutoCAD SHX Text75.00'
AutoCAD SHX Text38.29'
AutoCAD SHX Text36.71'
AutoCAD SHX Text75.00'
AutoCAD SHX Text51.93'
AutoCAD SHX Text85.52'
AutoCAD SHX Text95.00'
AutoCAD SHX Text75.00'
AutoCAD SHX Text75.00'
AutoCAD SHX Text75.00'
AutoCAD SHX Text85.38'
AutoCAD SHX TextR=25.00' Δ=135°04'15" 135°04'15" L=58.94'
AutoCAD SHX Text139.28'
AutoCAD SHX TextN01°04'49"W 109.00''
AutoCAD SHX TextS89°11'35"W 100.00''
AutoCAD SHX TextN44°07'53"E 21.56''
AutoCAD SHX Text75.12'
AutoCAD SHX Text84.12'
AutoCAD SHX Text130.83'
AutoCAD SHX TextR=25.00' Δ=89°43'36" 89°43'36" L=39.15'
AutoCAD SHX TextS45°52'40"E 425.45''
AutoCAD SHX TextS89°11'35"W 299.78''
AutoCAD SHX TextN01°04'47"W 300.48''
AutoCAD SHX TextR=25.00' Δ=135°12'09" 135°12'09" L=58.99'
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 TextSET 1/2" IRON PIPE/CAP LB#5004
AutoCAD SHX TextI BEAN POST
AutoCAD SHX TextLIMIT OF PLAT
AutoCAD SHX TextLIMIT OF PLAT
AutoCAD SHX TextLIMIT OF PLAT
AutoCAD SHX TextLIMIT OF PLAT
AutoCAD SHX Text190047
AutoCAD SHX Text06/04/19
AutoCAD SHX TextSHEETS
AutoCAD SHX TextPROJ. No:
AutoCAD SHX TextF.W.
AutoCAD SHX TextDATE:
AutoCAD SHX TextPROJECT:
AutoCAD SHX TextPREPARED FOR:
AutoCAD SHX Text01/07/20
AutoCAD SHX TextSHEET:
AutoCAD SHX TextDWG:
AutoCAD SHX TextDATE:
AutoCAD SHX TextOF
AutoCAD SHX Text2
AutoCAD SHX Text2
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 TextDATE:
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)