900_SW_196_AVE_Alta_Survey_DS.pdf

JOB NO.: 25-0387

FIELD BOOK: LD

DRAWN BY: LM

SHEET 1 OF 3

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LOCATION MAP

SURVEYOR'S REPORT:

LEGAL DESCRIPTION :

PROPERTY ADDRESS:

NOTICE:

This Document is not full and complete without all pages. (Total of Two (3) pages)

PROPERTY

ALTA / NSPS LAND TITLE SURVEY

SCHEDULE B II DOCUMENT'S REVIEW COMMENTS:

PERTINENT INFORMATION USED IN PREPARATION OF THE MAP SURVEY:

ACCURACY:

LIMITATIONS:

SURVEYOR'S OPINION AS TO UTILITIES:

SURVEYOR'S CERTIFICATE

ALTA / NSPS LAND TITLE SURVEY

A PORTION OF LAND LYING IN SECTION 23

TOWNSHIP 51 SOUTH, RANGE 39 EAST,

BROWARD COUNTY, FLORIDA

POTENTIAL ENCROACHMENTS:

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SW 7TH PL

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SW 12TH ST

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SW 13TH MNR

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SW 196TH AVE

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SW 196TH AVE

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SW 5TH ST

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SW 14TH ST

AutoCAD SHX Text Land Surveyors Corp

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BROWARD COUNTY, FLORIDA

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SCALE:1"=300'

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SECTION 23, TOWNSHIP 51 SOUTH, RANGE 39 EAST

AutoCAD SHX Text THE DATE OF COMPLETION OF FIELD SURVEY WAS ON DECEMBER 15, 2025 DECEMBER 15, 2025 DECEMBER 15, 2025 THE DATE OF COMPLETION OF CAD WAS ON DECEMBER 18, 2025DECEMBER 18, 2025

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900 SW 196TH AVENUE. PEMBROKE PINE FLORIDA, 33029

AutoCAD SHX Text PROPERTY AREA: -CONTAINING 411,718.18 SQUARE FEET OR 9.45 ACRES. 411,718.18 SQUARE FEET OR 9.45 ACRES. SQUARE FEET OR 9.45 ACRES.

AutoCAD SHX Text PARCEL ID: 5139 2301 0010 TRACT 1 OF SUBDIVISION OF SECTION 23, TOWNSHIP 51 SOUTH, RANGE 39 EAST, ACCORDING TO THE FLORIDA FRUITLANDS COMPANY'S SUBDIVISION MAP No.1, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 2, PAGE 17, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA, SAID LANDS SITUATE, LYING AND BEING IN BROWARD COUNTY, FLORIDA.

AutoCAD SHX Text SUBJECT TO THE FOLLOWING: THE EXCEPTIONS OF SCHEDULE B-II OF THE TITLE COMMITMENT PREPARED BY CHICAGO TITLE INSURANCE COMPANY, COMMITMENT NUMBER: 12008222 AND WITH AN EFFECTIVE SEARCH DATE COVERING UP TO JUNE 24, 2025, AT 11:00 P.M., AND FURNISHED TO THE UNDERSIGNED PROFESSIONAL SURVEYOR AND MAPPER TO SHOW ANY MATTERS OF RECORD AFFECTING THE SUBJECT PROPERTY, THE SAME BEING MORE DETAILED AS FOLLOWING:

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1. LEGAL DESCRIPTION PROVIDED IN TITLE REPORT. LEGAL DESCRIPTION PROVIDED IN TITLE REPORT. 2. BEARING AND COORDINATES VALUES (NORTHING AND EASTING) ARE RELATIVE TO THE BEARING AND COORDINATES VALUES (NORTHING AND EASTING) ARE RELATIVE TO THE FLORIDA STATE PLANE COORDINATES SYSTEM, FLORIDA EAST ZONE 0901, NORTH AMERICAN DATUM (NAD) 1983 ADJUSTMENT OF 1911 (NAD83/2011)-EPOCH 2010.0000. BEARINGS AS SHOWN ARE BASED UPON THE CENTER LINE OF SW 196 AVENUE WITH A SW 196 AVENUE WITH A WITH A MEASURED BEARING OF S1 44'37"E. S1°44'37"E.3. ELEVATIONS SHOWN HEREON ARE BASED OF NORTH AMERICAN VERTICAL DATUM OF ELEVATIONS SHOWN HEREON ARE BASED OF NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). 4. BENCH MARKS: BENCH MARKS: MIAMI DADE COUNTY BENCH MARK (M-138):, ELEV.= 8.67' (NGVD 1929) / ELEV.= 7.11' (NAVD 88) LOCATION 1: NW 74 ST --- 87' NORTH OF C/L. LOCATION 1: NW 57 AVE --- 59' EAST OF C/L. DESCRIPTION: PK NAIL AND ALUMINUM WASHER SET ON CONC CATCH BASIN. MIAMI DADE COUNTY BENCH MARK (M-134), ELEV.= 7.93' (NGVD 1929) / ELEV.= 6.37' (NAVD 88) LOCATION 1: EAST 21 ST --- 91' NORTH OF C/L. LOCATION 1: 4 AVE --- 46' EAST OF C/L. DESCRIPTION:PK NAIL AND ALUMINUM WASHER SET ON CONC PAD OF TRAFFIC CONTROL BOX. 5. THIS PROPERTY IS LOCATED IN FLOOD ZONE "AE", WITH THE BASE FLOOD ELEVATION: THIS PROPERTY IS LOCATED IN FLOOD ZONE "AE", WITH THE BASE FLOOD ELEVATION: 5.7', AS PER FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), COMMUNITY NUMBER 120053, MAP PANEL NO. 0685, SUFFIX J, MAP REVISED DATE: 7/31/2024. FIRM MAP NUMBER 12011C0685J. 6. COMMITMENT LETTER, FILE NO. 12008222 WITH AN EFFECTIVE DATE OF JUNE 24, 2025, COMMITMENT LETTER, FILE NO. 12008222 WITH AN EFFECTIVE DATE OF JUNE 24, 2025, AT 11:00 P.M., PREPARED BY CHICAGO TITLE INSURANCE COMPANY. 8. PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF DADE COUNTY, FLORIDA. PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF DADE COUNTY, FLORIDA. 9. SECTION MAP, SECTION 23, TOWNSHIP 51 SOUTH, RANGE 39 EAST. BROWARD, COUNTY.

AutoCAD SHX Text THE ACCURACY OBTAINED BY FIELD MEASUREMENT METHODS AND OFFICE CALCULATIONS ACCURACY OBTAINED BY FIELD MEASUREMENT METHODS AND OFFICE CALCULATIONS ACCURACY OBTAINED BY FIELD MEASUREMENT METHODS AND OFFICE CALCULATIONS OBTAINED BY FIELD MEASUREMENT METHODS AND OFFICE CALCULATIONS OBTAINED BY FIELD MEASUREMENT METHODS AND OFFICE CALCULATIONS BY FIELD MEASUREMENT METHODS AND OFFICE CALCULATIONS BY FIELD MEASUREMENT METHODS AND OFFICE CALCULATIONS FIELD MEASUREMENT METHODS AND OFFICE CALCULATIONS FIELD MEASUREMENT METHODS AND OFFICE CALCULATIONS MEASUREMENT METHODS AND OFFICE CALCULATIONS MEASUREMENT METHODS AND OFFICE CALCULATIONS METHODS AND OFFICE CALCULATIONS METHODS AND OFFICE CALCULATIONS AND OFFICE CALCULATIONS AND OFFICE CALCULATIONS OFFICE CALCULATIONS OFFICE CALCULATIONS CALCULATIONS CALCULATIONS OF CLOSED GEOMETRIC FIGURES MEETS AND EXCEEDS THE MINIMUM TECHNICAL CLOSED GEOMETRIC FIGURES MEETS AND EXCEEDS THE MINIMUM TECHNICAL CLOSED GEOMETRIC FIGURES MEETS AND EXCEEDS THE MINIMUM TECHNICAL GEOMETRIC FIGURES MEETS AND EXCEEDS THE MINIMUM TECHNICAL GEOMETRIC FIGURES MEETS AND EXCEEDS THE MINIMUM TECHNICAL FIGURES MEETS AND EXCEEDS THE MINIMUM TECHNICAL FIGURES MEETS AND EXCEEDS THE MINIMUM TECHNICAL MEETS AND EXCEEDS THE MINIMUM TECHNICAL MEETS AND EXCEEDS THE MINIMUM TECHNICAL AND EXCEEDS THE MINIMUM TECHNICAL AND EXCEEDS THE MINIMUM TECHNICAL EXCEEDS THE MINIMUM TECHNICAL EXCEEDS THE MINIMUM TECHNICAL THE MINIMUM TECHNICAL THE MINIMUM TECHNICAL MINIMUM TECHNICAL MINIMUM TECHNICAL TECHNICAL TECHNICAL STANDARDS REQUIREMENT FOR COMMERCIAL/HIGH RISK AREA: (LINEAR 1 FOOT IN 10,000 REQUIREMENT FOR COMMERCIAL/HIGH RISK AREA: (LINEAR 1 FOOT IN 10,000 REQUIREMENT FOR COMMERCIAL/HIGH RISK AREA: (LINEAR 1 FOOT IN 10,000 FOR COMMERCIAL/HIGH RISK AREA: (LINEAR 1 FOOT IN 10,000 FOR COMMERCIAL/HIGH RISK AREA: (LINEAR 1 FOOT IN 10,000 COMMERCIAL/HIGH RISK AREA: (LINEAR 1 FOOT IN 10,000 COMMERCIAL/HIGH RISK AREA: (LINEAR 1 FOOT IN 10,000 RISK AREA: (LINEAR 1 FOOT IN 10,000 RISK AREA: (LINEAR 1 FOOT IN 10,000 AREA: (LINEAR 1 FOOT IN 10,000 AREA: (LINEAR 1 FOOT IN 10,000 (LINEAR 1 FOOT IN 10,000 (LINEAR 1 FOOT IN 10,000 1 FOOT IN 10,000 1 FOOT IN 10,000 FOOT IN 10,000 FOOT IN 10,000 IN 10,000 IN 10,000 10,000 10,000 FEET) AS DEFINED IN RULE 5J-17.051 OF THE FLORIDA ADMINISTRATIVE CODE. THE ELEVATIONS AS SHOWN ARE BASED ON A CLOSED LEVEL, THE VERTICAL ACCURACY OBTAINED ON THIS SURVEY EXCEEDS THE CALCULATED VALUE OF A CLOSURE IN FEET OF PLUS OR MINUS 0.05 FEET TIMES THE SQUARE ROOT OF THE DISTANCE IN MILES BETWEEN THE TWO CONTROL BEING TESTED. WELL IDENTIFIED FEATURES AS DEPICTED ON THE SURVEY MAP WERE MEASURED TO AN IDENTIFIED FEATURES AS DEPICTED ON THE SURVEY MAP WERE MEASURED TO AN IDENTIFIED FEATURES AS DEPICTED ON THE SURVEY MAP WERE MEASURED TO AN FEATURES AS DEPICTED ON THE SURVEY MAP WERE MEASURED TO AN FEATURES AS DEPICTED ON THE SURVEY MAP WERE MEASURED TO AN AS DEPICTED ON THE SURVEY MAP WERE MEASURED TO AN AS DEPICTED ON THE SURVEY MAP WERE MEASURED TO AN DEPICTED ON THE SURVEY MAP WERE MEASURED TO AN DEPICTED ON THE SURVEY MAP WERE MEASURED TO AN ON THE SURVEY MAP WERE MEASURED TO AN ON THE SURVEY MAP WERE MEASURED TO AN THE SURVEY MAP WERE MEASURED TO AN THE SURVEY MAP WERE MEASURED TO AN SURVEY MAP WERE MEASURED TO AN SURVEY MAP WERE MEASURED TO AN MAP WERE MEASURED TO AN MAP WERE MEASURED TO AN WERE MEASURED TO AN WERE MEASURED TO AN MEASURED TO AN MEASURED TO AN TO AN TO AN AN AN ESTIMATED HORIZONTAL POSITION ACCURACY OF 1/10 OF A FOOT. THIS MAP OF SURVEY IS INTENDED TO BE DISPLAYED AT A SCALE OF ONE INCH EQUALS MAP OF SURVEY IS INTENDED TO BE DISPLAYED AT A SCALE OF ONE INCH EQUALS MAP OF SURVEY IS INTENDED TO BE DISPLAYED AT A SCALE OF ONE INCH EQUALS OF SURVEY IS INTENDED TO BE DISPLAYED AT A SCALE OF ONE INCH EQUALS OF SURVEY IS INTENDED TO BE DISPLAYED AT A SCALE OF ONE INCH EQUALS SURVEY IS INTENDED TO BE DISPLAYED AT A SCALE OF ONE INCH EQUALS SURVEY IS INTENDED TO BE DISPLAYED AT A SCALE OF ONE INCH EQUALS IS INTENDED TO BE DISPLAYED AT A SCALE OF ONE INCH EQUALS IS INTENDED TO BE DISPLAYED AT A SCALE OF ONE INCH EQUALS INTENDED TO BE DISPLAYED AT A SCALE OF ONE INCH EQUALS INTENDED TO BE DISPLAYED AT A SCALE OF ONE INCH EQUALS TO BE DISPLAYED AT A SCALE OF ONE INCH EQUALS TO BE DISPLAYED AT A SCALE OF ONE INCH EQUALS BE DISPLAYED AT A SCALE OF ONE INCH EQUALS BE DISPLAYED AT A SCALE OF ONE INCH EQUALS DISPLAYED AT A SCALE OF ONE INCH EQUALS DISPLAYED AT A SCALE OF ONE INCH EQUALS AT A SCALE OF ONE INCH EQUALS AT A SCALE OF ONE INCH EQUALS A SCALE OF ONE INCH EQUALS A SCALE OF ONE INCH EQUALS SCALE OF ONE INCH EQUALS SCALE OF ONE INCH EQUALS OF ONE INCH EQUALS OF ONE INCH EQUALS ONE INCH EQUALS ONE INCH EQUALS INCH EQUALS INCH EQUALS EQUALS EQUALS TWENTY FEET OR SMALLER.

AutoCAD SHX Text THE SURVEYOR MAKES NO REPRESENTATION AS TO OWNERSHIP OR POSSESSION OF THE SUBJECT PROPERTY BY ANY ENTITY OR INDIVIDUAL THAT MAY APPEAR ON THE PUBLIC RECORDS OF THIS COUNTY. UNLESS OTHERWISE SHOWN, NO EXCAVATION OR DETERMINATION WAS MADE AS TO HOW THE SUBJECT PROPERTY IS SERVED BY UTILITIES. THE FOUNDATIONS OF THE EXISTING BUILDING AS THEY MAY EXIST WHITIN, UPON, ACROSS OR ABUTTING THE SUBJECT PROPERTY WERE NO LOCATED.

AutoCAD SHX Text BASED ON ABOVE GROUND PHYSICAL EVIDENCE, THE SUBJECT PROPERTY APPEARS TO BE SERVED BY THE FOLLOWING UTILITIES. - ELECTRICITY: FLORIDA POWER & LIGHT COMPANY - WATER: CITY OF PEMBROKE PIKES NOTICE IS HEREBY GIVEN THAT SUNSHINE STATE ONE CALL OF FLORIDA, INC. MUST BE CONTACTED AT 1-800-432-4770 AT LEAST 48 HOURS IN ADVANCE OF ANY CONSTRUCTION , EXCAVATION OR DEMOLITION ACTIVITY WITHIN, UPON, ABUTTING OR ADJACENT TO THE PROJECT AREA.

AutoCAD SHX Text SFL LAND SURVEYORS, CORP. FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER LB 8170 BY: _________________________________________ FELIX DE LA ROSA P.S.M. 7104 SIGNATURE DATE FELIX DE LA ROSA P.S.M. 7104 SIGNATURE DATE SIGNATURE DATE PROFESSIONAL SURVEYOR AND MAPPER PSM 7104 STATE OF FLORIDA NOTICE: NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY ARE PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY.

AutoCAD SHX Text THIS SURVEY WAS PREPARED AT THE INSISTENCE OF AND CERTIFIED TO: - CITY OF PEMBROKE PINES, A FLORIDA MUNICIPAL CORPORATION CITY OF PEMBROKE PINES, A FLORIDA MUNICIPAL CORPORATION - GOREN, CHEROF, DOODY & EZROL, P.A. GOREN, CHEROF, DOODY & EZROL, P.A. - CHICAGO TITLE INSURANCE COMPANY CHICAGO TITLE INSURANCE COMPANY (I) THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS FROM ITEMS 1, 2, 3, 4, 5, 6(A), 7(A), 8, 11(A), 13, 16, 17, 18 AND 19 OF TABLE A THEREOF. (II) THIS SURVEY CORRECTLY SHOWS THE LOCATION OF ALL BUILDINGS, STRUCTURES AND OTHER IMPROVEMENTS SITUATED ON THE ABOVE PREMISES. THERE ARE NO VISIBLE ENCROACHMENTS, EASEMENTS OR RIGHTS-OF-WAY ON OR IMPACTING THE SUBJECT PROPERTY OR ON OR IMPACTING ADJACENT LAND ABUTTING THE PROPERTY EXCEPT AS SHOWN HEREON. THIS SURVEY WAS MADE IN ACCORDANCE WITH THE LAWS AND MINIMUM STANDARDS OF THE STATE OF FLORIDA. (III) THE SUBJECT PROPERTY IS THE PROPERTY DESCRIBED IN SCHEDULE “A” OF THE CHICAGO A” OF THE CHICAGO OF THE CHICAGO CHICAGO CHICAGO TITLE INSURANCE COMPANY TITLE COMMITMENT LETTER CITED ON ITEM B OF THIS SURVEYOR’S S REPORT. I HAVE PLOTTED ALL EASEMENTS, COVENANTS, RIGHTS-OF-WAY, AND RESTRICTIONS SET FORTH IN THE TITLE COMMITMENT LETTER AND IN THE PUBLIC RECORDS, RULES, REGULATIONS, MAPS AND COUNTY CODE OF BROWARD COUNTY, FLORIDA. I HAVE SEARCHED THE MAPS, PUBLIC RECORDS, RULES, REGULATIONS, REQUIREMENTS AND COUNTY CODE OF BROWARD COUNTY, FLORIDA GOVERNING THE PROJECT AND I HAVE NOTED THE EFFECT OF EACH ON THE PROPERTY AND ITS SIZE, DIMENSIONS, SETBACKS, DEDICATIONS, RESTRICTIONS AND ENCUMBRANCES. (IV) THE SUBJECT PROPERTY HAS DIRECT ACCESS TO S.W. 196th AVENUE DEDICATED PUBLIC ROAD. (V) THERE IS NO MARKED PARKING SPACES ON THE SUBJECT PROPERTY. (VI) THERE IS NO OBSERVED EVIDENCE OF CURRENT EARTH MOVING WORK.THERE IS NO THERE IS NO OBSERVED EVIDENCE OF CURRENT EARTH MOVING WORK.THERE IS NO OBSERVED EVIDENCE OF BUILDING CONSTRUCTION OR BUILDING ADDITIONS ON THE SUBJECT PROPERTY. (VII) THERE IS 1 BUILDINGS ON THE SUBJECT PROPERTY. (VIII) THERE IS NO OBSERVED EVIDENCE OF CHANGES IN STREET RIGHT OF WAY LINES OR RECENT STREET OR SIDEWALK CONSTRUCTION OTHERWISE SHOWN IN MAP OF SURVEY. (IX) THERE IS NO OBSERVED EVIDENCE ON THE SUBJECT SITE TO BE USED AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL. (X) THERE IS NO OBSERVED EVIDENCE OF WETLANDS IN THE SUBJECT SITE. (XI) THE SUBJECT PROPERTY IS SUBJECT TO NO EASEMENTS, RIGHT OF WAY ENCUMBRANCES, EXCEPT THE TYPE AND SIZE SET FORTH IN THIS SURVEY. (XII) THERE WAS NO EVIDENCE OF USE OF THE SUBJECT PROPERTY AS A CEMETERY OR BURIAL GROUND. (XIII) NO JOINT/PARTY WALL OBSERVED ON SITE. (XIV) THE SUBJECT PROPERTY SHOWN HEREON FORMS A MATHEMATICALLY CLOSED FIGURE AND IS CONTIGUOUS WITH THE ADJOINING PUBLIC RIGHT-OF-WAY AND/OR ADJOINING PARCELS WITH NO GAPS OR OVERLAPS. (XV) THE SURVEY DEPICTED HERE IS COVERED BY PROFESSIONAL LIABILITY INSURANCE.

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1. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS, IF ANY, DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS, IF ANY, CREATED, FIRST APPEARING IN THE PUBLIC RECORDS OR ATTACHING SUBSEQUENT TO THE EFFECTIVE DATE HEREOF BUT PRIOR TO THE DATE THE PROPOSED INSURED ACQUIRES FOR VALUE OF RECORD THE ESTATE OR INTEREST OR MORTGAGE THEREON COVERED BY THIS FORM. (IS NOT SURVEY MATTER). (IS NOT SURVEY MATTER). 2. TAXES AND ASSESSMENTS REQUIRED TO BE PAID IN THE YEAR 2025 AND TAXES AND ASSESSMENTS REQUIRED TO BE PAID IN THE YEAR 2025 AND SUBSEQUENT YEARS. (IS NOT SURVEY MATTER) (IS NOT SURVEY MATTER) A. ANY ENCROACHMENT, ENCUMBRANCE, VIOLATION, VARIATION, OR ADVERSE CIRCUMSTANCE AFFECTING THE TITLE THAT WOULD BE DISCLOSED BY AN ACCURATE AND COMPLETE LAND SURVEY OF THE LAND AND INSPECTION OF THE LAND. (DOES AND INSPECTION OF THE LAND. (DOES (DOES AFFECTS THE SUBJECT PROPERTY AND IS PLOTTED ON THE MAP OF SURVEY) OF SURVEY) B. RIGHTS OR CLAIMS OF PARTIES IN POSSESSION NOT RECORDED IN THE PUBLIC B. RIGHTS OR CLAIMS OF PARTIES IN POSSESSION NOT RECORDED IN THE PUBLIC RECORDS. (IS NOT SURVEY MATTER) (IS NOT SURVEY MATTER) C. ANY LIEN, OR RIGHT TO A LIEN, FOR SERVICES, LABOR OR MATERIAL FURNISHED, C. ANY LIEN, OR RIGHT TO A LIEN, FOR SERVICES, LABOR OR MATERIAL FURNISHED, IMPOSED BY LAW AND NOT NOT SHOW IN THE PUBLIC RECORDS. (IS NOT SURVEY (IS NOT SURVEY MATTER) D. TAXES OR ASSESSMENTS WHICH ARE NOT SHOWN AS EXISTING LIENS IN THE PUBLIC RECORDS. (IS NOT SURVEY MATTER) (IS NOT SURVEY MATTER) 3. ANY LIEN PROVIDED BY COUNTY ORDINANCE OR BY CHAPTER 159, F.S., IN FAVOR OF ANY LIEN PROVIDED BY COUNTY ORDINANCE OR BY CHAPTER 159, F.S., IN FAVOR OF ANY CITY, TOWN, VILLAGE OR PORT AUTHORITY, FOR UNPAID SERVICE CHARGES FOR SERVICES BY ANY WATER SYSTEMS, SEWER SYSTEMS OR GAS SYSTEMS SERVING THE LAND DESCRIBED HEREIN. (IS NOT SURVEY MATTER) (IS NOT SURVEY MATTER) 4. ALL MATTERS CONTAINED ON THE PLAT OF FLORIDA FRUIT LANDS COMPANY ALL MATTERS CONTAINED ON THE PLAT OF FLORIDA FRUIT LANDS COMPANY SUBDIVISION No1, AS RECORDED IN PLAT BOOK 2 PAGE 17 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. SAID LANDS SITUATED, LYING AND BEING IN BROWARD COUNTY FLORIDA. (DOES AFFECT THE SUBJECT PROPERTY, ITEM IS NOT PLOTTABLE) (DOES AFFECT THE SUBJECT PROPERTY, ITEM IS NOT PLOTTABLE) 5. OIL, GAS AND MINERAL RESERVATIONS CONTAINED IN DEED FROM EVERGLADES OIL, GAS AND MINERAL RESERVATIONS CONTAINED IN DEED FROM EVERGLADES DRAINAGE DISTRICT, RECORDED IN DEED BOOK 470, PAGE 160. NOTE: THE RIGHT OF ENTRY RELEASED BY RELEASE OF RESERVATIONS RECORDED IN OFFICIAL RECORDS BOOK 3259, PAGE 76. (DOES NOT AFFECT THE SUBJECT PROPERTY) (DOES NOT AFFECT THE SUBJECT PROPERTY) 6. OIL, GAS, MINERAL, CANAL AND RECLAMATION RESERVATIONS CONTAINED IN DEED OIL, GAS, MINERAL, CANAL AND RECLAMATION RESERVATIONS CONTAINED IN DEED FROM THE TRUSTEES OF THE INTERNAL IMPROVEMENT FUND OF STATE OF FLORIDA RECORDED IN DEED BOOK 475, PAGE 1. NOTE: THE RIGHT OF ENTRY AND EXPLORATION HAS BEEN RELEASED PURSUANT TO S270.11, F.S. (DOES NOT AFFECT (DOES NOT AFFECT THE SUBJECT PROPERTY). 7. RESOLUTION No 1560 RELATING TO WATER AND SEWER RECORDED IN OFFICIAL RESOLUTION No 1560 RELATING TO WATER AND SEWER RECORDED IN OFFICIAL RECORDS BOOK 12715, PAGE 385, TOGETHER WITH RESOLUTION No 1605, PROPOSED RESOLUTION No 85-R-2, RECORDED IN OFFICIAL RECORDS BOOK 15715, PAGE 389. (DOES AFFECT THE SUBJECT PROPERTY, ITEM IS NOT PLOTTABLE) 8. RESOLUTION FROM HOLLYWOOD RECLAIMED DISTRICT REGARDING DRAINAGE CANALES RESOLUTION FROM HOLLYWOOD RECLAIMED DISTRICT REGARDING DRAINAGE CANALES RECORDED IN OFFICIAL RECORDS BOOK 12942, PAGE 577. (DOES AFFECT THE (DOES AFFECT THE SUBJECT PROPERTY, ITEM IS NOT PLOTTABLE) 9. AGREEMENT BETWEEN SOUTH BROWARD DRAINAGE DISTRICT AND THE CITY OF AGREEMENT BETWEEN SOUTH BROWARD DRAINAGE DISTRICT AND THE CITY OF PEMBROKE PINES RECORDED IN OFFICIAL RECORDS BOOK 14833, PAGE 747, AS AFFECTED BY CORRECTIVE AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 34284, PAGE 1746. (DOES AFFECT THE SUBJECT PROPERTY, ITEM IS NOT PLOTTABLE) (DOES AFFECT THE SUBJECT PROPERTY, ITEM IS NOT PLOTTABLE) 10. DEED OF EASEMENT TO SOUTHERN BELL TELEPHONE AND TELEGRAPH COMPANY DEED OF EASEMENT TO SOUTHERN BELL TELEPHONE AND TELEGRAPH COMPANY RECORDED IN OFFICIAL RECORDS BOOK 17281, PAGE 765. (DOES AFFECT THE (DOES AFFECT THE SUBJECT PROPERTY, AND IS PLOTTED ON THE MAP OF SURVEY) 11. SOUTH BROWARD DRAINAGE DISTRICT RESOLUTION No. 91-6 RECORDED IN OFFICIAL SOUTH BROWARD DRAINAGE DISTRICT RESOLUTION No. 91-6 RECORDED IN OFFICIAL RECORDS OF BOOK 18324, PAGE 409. (DOES AFFECT THE SUBJECT PROPERTY, ITEM (DOES AFFECT THE SUBJECT PROPERTY, ITEM IS NOT PLOTTABLE) 12. SOUTH BROWARD DRAINGE DISTRICT RESOLUTION No. 94-9 RECORDED IN OFFICIAL SOUTH BROWARD DRAINGE DISTRICT RESOLUTION No. 94-9 RECORDED IN OFFICIAL RECORDS OF BOOK 22076, PAGE 112, TOGETHER WITH RESOLUTION No. 97-14 RECORDED IN OFFICIAL RECORDS OF BOOK 26800, PAGE 157, RESOLUTION No. 97-21 RECORDED IN OFFICIAL RECORDS OF BOOK 27356, PAGE 777, RESOLUTION No. 98-1 RECORDED IN OFFICIAL RECORDS OF BOOK 27808, PAGE 939, RESOLUTION No. 98-2 RECORDED IN OFFICIAL RECORDS OF BOOK 28808, PAGE 327, RESOLUTION No. 98-3 RECORDED IN OFFICIAL RECORDS OF BOOK 28808, PAGE 357, RESOLUTION No. 2000-06 RECORDED IN OFFICIAL RECORDS OF BOOK 31125, PAGE 1113. (DOES (DOES AFFECT THE SUBJECT PROPERTY, ITEM IS NOT PLOTTABLE) 13. ANY RIGHT, INTEREST OR CLAIM THAT MAY EXIST, ARISE OR BE ASSERTED AGAINST ANY RIGHT, INTEREST OR CLAIM THAT MAY EXIST, ARISE OR BE ASSERTED AGAINST THE TITLE, PURSUANT TO THE PERISHABLE AGRICULTURAL COMMODITIES ACT OF 1930, AS AMENDED, 7 USC 499a ET SEQ., THE PACKERS AND STOCKYARD ACT OF 1921, AS AMENDED, 7 USC 181 ET SEQ., OR ANY SIMILAR STATE LAWS. (IS NOT (IS NOT SURVEY MATTER) 14. RIGHTS OF THE TENANTS OCCUPYING ALL OR PART ON THE INSURED LAND UNDER RIGHTS OF THE TENANTS OCCUPYING ALL OR PART ON THE INSURED LAND UNDER UNRECORDED LEASES OR RENTAL AGREEMENTS (IS NOT SURVEY MATTER)(IS NOT SURVEY MATTER)

AutoCAD SHX Text EAST SIDE OF THE SUBJECT PROPERTY: THE ASPHALT ROAD SW 196TH AVENUE MAINTAINED BY THE CITY OF PEMBROKE PINES, THE WATER METER, THE GUARDRAIL, AND THE CANAL No 7 OF MAINTAINED BY THE SOUTH BROWARD DRAINAGE DISTRICT ARE FALLING INTO THE SUBJECT PROPERTY.

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PARCEL ID: 513923010013

SOUTH LINE OF TRACT 1 OF SECTION 23-51-39 OF BROWARD COUNTY

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HOMEREADY 55 CORP

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SW 12 ST PEMBROKE PINES FL 33029

OWNER:

HOMEREADY 55 CORP

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SW 12 ST PEMBROKE PINES FL 33029

OWNER:

HOMEREADY 55 CORP

ADDRESS:

SW 12 ST PEMBROKE PINES FL 33029

OWNER:

HOMEREADY 55 CORP

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SW 12 ST PEMBROKE PINES FL 33029

OWNER:

GODOFSKY, HOWARD GLACCUM,

ROBERT EST

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SW 12 ST PEMBROKE PINES FL 33029

OWNER:

CITY OF PEMBROKE PINES

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350 SW 196 AVE PEMBROKE PINES FL 33029

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JOB NO.: 25-0387

FIELD BOOK: LD

DRAWN BY: LM

SHEET 2 OF 3

NOTICE:

This Document is not full and complete without all pages. (Total of Two (3) pages)

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0' 30' 60'

SCALE: 1" = 30'

M A

T C

H S

H E

E T

ABBREVIATION

A Arc Length A/C Air Conditioner Pad A.E. Anchor Easement ASPH. Asphalt B.C. Block Corner BLDG. Building

Baseline B.M. Benchmark B.O.B. Basis of Bearings C Curve CATV Cable & Television Box C.B. Catch Basin C.B.S. Concrete Block Structure C.B.W. Concrete Block Wall C.G. Curb & Gutter CL Clear

Center Line CONC. Concrete C.O. Clean Out C.M.P Corrugated Metal Pipe C.I.P. Cast Iron Pipe C.T.P Control Point C.L.F. Chain Link Fence DRIVE. Driveway ° Degrees E East EL. Elevation ENC. Encroachments F.F.E. Finished Floor Elevation FDC Fire Department Connection F.I.P. Found Iron Pipe F.N.D. Found Nail & Disc F.I.R. Found Rebar F.S. Florida Statutes FT Feet H.R Hand Rail

I.D. Identification I.F. Iron Fence INV. Inverts L.F.E. Lowest Floor Elevation L.P. Light Pole ' Minutes

(M) Measured M/L Monument Line N.A.P. Not A Part of N. North N.T.S. Not to Scale P.B. Plat Book P.C.P. Permanent Control Point P.R.C. Point of Reverse Curve P.R.M. Permanent Reference Monument P.C.C. Point of Compound Curve P.C. Point of Curve PVB Pressure Vacuum Breaker PG. Page

Property Line O/S Offset O.H. Overhead O.R.B. Official Record Book O.V.H. Overhang R/W Right-of-Way Line

(R) Record (Ref.) Reference " Seconds S.V. Sanitary Valve S. South SWK. Sidewalk U.E. Utility Easement U.P. Utility Pole V.G. Valley Gutter W. West W.V. Water Valve W.F. Wood Fence

LEGEND

=CATCH BASIN

=SIGN

=SEWER

=UTILITY CONCRETE POLE

=GUY ANCHOR

=LIGHT POLE

=FIRE HYDRANT

=PROPERTY CORNER

=DRAIN

=ASPHALT SURFACE

=CONCRETE SURFACE

=ADA RAMP

=PAVERS

=PANEL ELECTRIC

=ELECTRIC BOX

= BOLLARD

=FIRE DEPARTMENT CONNECTION

=CLEAN OUT

=BACKFLOW PREVENTER

=SANITARY MANHOLE

=PRESSURE VACUUM BREAKER BACKFLOW

=WATER VALVE

=WATER METER

=C.B.S. WALL

=IRON FENCE

=UTILITY OVERHEAD

E

ALTA / NSPS LAND TITLE SURVEY ALTA / NSPS LAND TITLE SURVEY

A PORTION OF LAND LYING IN SECTION 23

TOWNSHIP 51 SOUTH, RANGE 39 EAST,

BROWARD COUNTY, FLORIDA

AutoCAD SHX Text Land Surveyors Corp

AutoCAD SHX Text SFL LAND SURVEYORS, CORP. FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER LB 8170 BY: _________________________________________ FELIX DE LA ROSA P.S.M. 7104 SIGNATURE DATE FELIX DE LA ROSA P.S.M. 7104 SIGNATURE DATE SIGNATURE DATE PROFESSIONAL SURVEYOR AND MAPPER PSM 7104 STATE OF FLORIDA NOTICE: NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY ARE PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY.

AutoCAD SHX Text

NORTH

AutoCAD SHX Text Baseline Center Line

AutoCAD SHX Text Property Line

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DRAIN

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AutoCAD SHX Text D

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AutoCAD SHX Text Y

AutoCAD SHX Text S

AutoCAD SHX Text

S.MH.

AutoCAD SHX Text

WV

W

N89°53'30"E 1305.67' (M)

S1 °4

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3' (M

N89°53'21"E 1305.76' (M)

NORTH LINE OF TRACT 1 OF SECTION 23-51-39 OF BROWARD COUNTY

SOUTH LINE OF TRACT 1 OF SECTION 23-51-39 OF BROWARD COUNTY

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PARCEL ID: 513923010013

15' R/W (P.B. 2, PG. 17, D.C.R.)

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PARCEL ID: 513914000045

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PARCEL ID: 513923010010

10' FP&L EASEMENT

O.R.B. 17281, PG. 765

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OWNER:

KHAN,RASHEIDA KHAN,BIBI

ADDRESS:

1000 SW 196 AVE PEMBROKE PINES FL 33029

OWNER:

ZUO,YING

ADDRESS:

SW 196 AVE PEMBROKE PINES FL 33029

JOB NO.: 25-0387

FIELD BOOK: LD

DRAWN BY: LM

SHEET 3 OF 3

NOTICE:

This Document is not full and complete without all pages. (Total of Two (3) pages)

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ABBREVIATION

A Arc Length A/C Air Conditioner Pad A.E. Anchor Easement ASPH. Asphalt B.C. Block Corner BLDG. Building

Baseline B.M. Benchmark B.O.B. Basis of Bearings C Curve CATV Cable & Television Box C.B. Catch Basin C.B.S. Concrete Block Structure C.B.W. Concrete Block Wall C.G. Curb & Gutter CL Clear

Center Line CONC. Concrete C.O. Clean Out C.M.P Corrugated Metal Pipe C.I.P. Cast Iron Pipe C.T.P Control Point C.L.F. Chain Link Fence DRIVE. Driveway ° Degrees E East EL. Elevation E.M. Electric Meter ENC. Encroachments F.F.E. Finished Floor Elevation FDC Fire Department Connection F.I.P. Found Iron Pipe F.N.D. Found Nail & Disc F.I.R. Found Rebar F.S. Florida Statutes FT Feet H.R Hand Rail

I.D. Identification I.F. Iron Fence INV. Inverts L.F.E. Lowest Floor Elevation L.P. Light Pole ' Minutes

(M) Measured M/L Monument Line N.A.P. Not A Part of N. North N.T.S. Not to Scale P.B. Plat Book P.C.P. Permanent Control Point P.R.C. Point of Reverse Curve P.R.M. Permanent Reference Monument P.C.C. Point of Compound Curve P.C. Point of Curve PVB Pressure Vacuum Breaker PG. Page

Property Line O/S Offset O.H. Overhead O.R.B. Official Record Book O.V.H. Overhang R/W Right-of-Way Line

(R) Record (Ref.) Reference " Seconds S.V. Sanitary Valve S. South SWK. Sidewalk U.E. Utility Easement U.P. Utility Pole V.G. Valley Gutter W. West W.V. Water Valve W.F. Wood Fence

0' 30' 60'

SCALE: 1" = 30'

LEGEND

=CATCH BASIN

=SIGN

=SEWER

=UTILITY CONCRETE POLE

=GUY ANCHOR

=LIGHT POLE

=FIRE HYDRANT

=PROPERTY CORNER

=DRAIN

=ASPHALT SURFACE

=CONCRETE SURFACE

=PAVERS

=PANEL ELECTRIC

=ELECTRIC BOX

= BOLLARD

=ELECTRIC METER

=CLEAN OUT

=BACKFLOW PREVENTER

=SANITARY MANHOLE

=PRESSURE VACUUM BREAKER BACKFLOW

=WATER VALVE

=WATER METER

=C.B.S. WALL

=IRON FENCE

=UTILITY OVERHEAD

E

M A

T C

H S

H E

E T

ALTA / NSPS LAND TITLE SURVEY ALTA / NSPS LAND TITLE SURVEY

A PORTION OF LAND LYING IN SECTION 23

TOWNSHIP 51 SOUTH, RANGE 39 EAST,

BROWARD COUNTY, FLORIDA

AutoCAD SHX Text W

AutoCAD SHX Text 24.05'

AutoCAD SHX Text 24.47'

AutoCAD SHX Text 48.77'

AutoCAD SHX Text 46.08'

AutoCAD SHX Text 69.77'

AutoCAD SHX Text 23.87'

AutoCAD SHX Text ONE STORY BUILDING No. 900

AutoCAD SHX Text F.F.E.= 8.47'

AutoCAD SHX Text 6.71

AutoCAD SHX Text 7.14

AutoCAD SHX Text 46.61'

AutoCAD SHX Text 47.07'

AutoCAD SHX Text 11.38'

AutoCAD SHX Text 11.39'

AutoCAD SHX Text 31.57'

AutoCAD SHX Text 31.46'

AutoCAD SHX Text 15.09'

AutoCAD SHX Text 44.05'

AutoCAD SHX Text 11.92'

AutoCAD SHX Text 11.92'

AutoCAD SHX Text

WOOD-STORAGE (BAD CONDITION)

AutoCAD SHX Text

WOOD-STORAGE (BAD CONDITION)

AutoCAD SHX Text 11.10'

AutoCAD SHX Text 11.10'

AutoCAD SHX Text 12.27'

AutoCAD SHX Text

METAL-ONE STORY (BAD CONDITION)

AutoCAD SHX Text Land Surveyors Corp

AutoCAD SHX Text SFL LAND SURVEYORS, CORP. FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER LB 8170 BY: _________________________________________ FELIX DE LA ROSA P.S.M. 7104 SIGNATURE DATE FELIX DE LA ROSA P.S.M. 7104 SIGNATURE DATE SIGNATURE DATE PROFESSIONAL SURVEYOR AND MAPPER PSM 7104 STATE OF FLORIDA NOTICE: NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY ARE PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY.

AutoCAD SHX Text Baseline Center Line

AutoCAD SHX Text

NORTH

AutoCAD SHX Text Property Line

AutoCAD SHX Text

DRAIN

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AutoCAD SHX Text D

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S.MH.

AutoCAD SHX Text

WV

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AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text A

A