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PL-18-1381`yK°gees t Miami Shores Village 10050 N.E. 2nd Avenue NW ..... Miami Shores, FL 33138-0000 a� Phone: (305)795-2204 FLOR'lDP' Project Address 142 NW 101 Street Miami Shores, FL 33150 - Information SEKOU RASHAD CALDWELL PwMit NO. PL- -18-13$'1 Permit Type. Plumbing - Residential t er,,' Work Classfticatiorr: Pool - Private Permit Status: APPROVED Issue Date: 812612018 1 Expiration: 12/23/2018 Parcel Number 1131010220180 Block: Lot: Address 142 NW 101 Street MIAMI SHORES FL 33150- 142 NW 101 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone ONE STOP POOLS & CONSTRUCTION (305)297-5120 Type of Work: NEW SWIMMING POOL PIPING Type of Piping: Additional Info: Bond Return : Classification: Residential Scanning: 1 Fees Due Amount CCF $0.60 DBPR Fee $3.38 DCA Fee $2.25 Education Surcharge $0.20 Permit Fee $225.00 Scanning Fee $3.00 Technology Fee $0.80 Total: $235.23 Applicant SEKOU RASHAD CALDWELL Phone Cell (206)512-4708 Valuation: $ 800.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # PL -5-18-67633 05/21/2018 Credit Card $ 50.00 $ 185.23 06/26/2018 Credit Card $ 185.23 $ 0.00 Available Inspection Type: Main Drain Final Rough Review Plumbing In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that,#1 work ' 1 be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to dot rk d. June 26, 2018 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy June 26, 20 Miami Shores Village Building Department 2 18� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 jBY1 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBaC 201 BUILDING Master Permit No�\ PERMIT APPLICATION Sub Permit NoTu - 1:3 QBUILDING ❑ ELECTRIC ROOFING REVISION ❑ EXTENSION EJRENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ) �Z Ai "" /D I _- City: Miami ShoresCounty: Miami Dade Zip: 3 .:�S'S'0 / Folio/Parcel#: I i — 31 0) " D /� /, V / b 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): �� K�U D c i4�LOGc%El.� Phone#: Address: 12-4 NO 10t �Sf - City: Mh i SGiA s State: —T -LD ib, ( Zip: 3 3 AD Tenant/Lessee Name: Email: CONTRACTOR: Company Name: Address: 17,2—q,3 City: Kloo 1 ' Qualifier Name:�h�Q W6 SW A hone#: Phone#: 9q" z z6 7 ZirD: X3\3 Phone#: State Certification or Registration #: Oc- I4Sb 11� 19 Certificate of Competency #: DESIGNER: Architect/Engineer: Value of Work for this Permit: $, Phone#: City: State: Zip: Square/Linear Footage of Work: Type of Work: ❑ Addition `❑ Alteration �ew ElRepair/Replace El Demolition Description of Work: /J610 =5W ('l f MiAJ6o 4001 RPIAT a Specify color of color thru tile: Submittal Fee Scanning Fee $ Permit Fee $ ,2 a CCF $ CO/CC $ Radon Fee $ 2 ' ZS DBPR $ 3 3 Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) Double Fee $ Bond $ TOTAL FEE NOW DUE $ 23 ,•�f,:-Y i Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. , "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with on estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur Signature JN OWNER or AGENT ONTRACTO The foffing instrument was acknowledged before me this 4e,/4d of 20 by Ir -4&t/ e,/ (A&personally- who o me or who has produced identification and who did take an oath. NOTARY PUBLIC: Print: t/ r - Seal: I ' ` MY COMMISSION 847 28, 201 EXPIRES: MAY 28, 2018 Bonded through 1st State Insurance as The foregoing instrument was acknoMedged before me this _ day of A4.1 20 l by who i ersonally known to me or who has produced as identification and who did take an oath. NOTARY Print: P7A Afs/./.& Cab//KJO Seal:MICHELLE ESPINOSA-CLARK (404 MY COMMISSION #FF128847 EXPIRES: MAY 28, 2018 „ Bonded through 1st State Insurance *ss**s******s*ssssssss*******ss*****s***s*ssssss*sssss*****ssss APPROVED BY 4-448 Plans Examiner Structural Review (Revised02/24/2014) ************* Zoning Clerk MAP OF BOUNDARY & TOPOGRAPHIC SURVEY NORTH SCALE: 1"=20' rlao':. N. W 101st STREET X128'' 1120' _ BOB:N90°00'00"E 50' TOTAL RIGHT-OF-WAY- 16'ASPHALT PVMT. 14:13' 37.72, 16.40' cNn 16.20' PWY y 1.00 00 75.00' 235.30' F.I.P. 112" N '►,'.: + : A5PHALT M F.I.P. 1/2" B.C. NO CAP o 4'• DRIVE :q .,. m NO CAP . • a y I ' t FLP. 1/2" NO CAP R ti•.. y yArT� .:q•e., ECEiV CONC. A.� A O :b' •.:ti.s,, ; ti•. q' 11.20' 29 20 x'19 11.10' v LOT -1 11.98' BLOCK -3 `" 0.08' 5.0' coNca�o I 16.00' 14.70' 9.90' 3' 3' b 6.7 I 0.95' 10.70' cli D GAR. EL.=11.16 TWO STORY RE5.#142 c\1coW d o F.F.E.=13.43 a �y in AC N O i ' 1 LU r"• 115 3' 1n O v F.F.E.=12.18 u_ LOT- 12 V_L6 53.10' 12.06' 00 REMAINDER OF CD BLOCK -3 0.04' 18.40' LOT 2 I O (P.8.24 PG. 71) w o 11.33 7'4 SOE D �� o BLOCK -3 5 z 00 K<CONC I 11.30' E W 12.53' 14.50' i O 7.3' I I f Q EDGE OF h' a- WATER O M _ d ` O -+ �`� 01ap I c0'n O� ! �! �'! n_ O a 5.20 32.00' cn ti m C Lu i C, i CBS 7 STRUCTURE I 12.53' F.F.E.=11.14 6'C.L.F. 32.00' 8.10' J_ 3' [PP]_co-0.40' o 3 — — • I 75.00' I " NO CAPNO CAP — — — N LOT - OT 3 -1 I LOT- 12 I LOT -11 BLOC(P.8.24 - PG. 71) I BLOCK -3 i BLOCK -3 LEGEND CERTIFICATE OF AUTHORIZATION f 11-9023 ABBREVIATIONS: CERTIFIED TO: S u rvey P ron, 1 n c. A= ARC DISTANCE SEKOU CALDWELL• MANAGEMENT AGENCY REVISED ON 09/11/09 AND INDEX MAP REVISED ON 09/11/09 AC = AIR CONDITIONER PAD =EDGE OF WATER 8306 MILLS DRIVE SUITE 148, MIAMI, FL. 33183 BCR = BROWARD COUNTY RECORDS BLDG = BUILDING Tel: 305.767.6802 BM= BENCH MARK REVISION(S): www- survey-pros_com BOB= BASIS OF BEARINGS IF = FINISHED FLOOR ELEVATION CBS = CONCRETE BLOCK & STUCCO • • • • (C) = CALCULATED C&G = CURB LI GUTTER CLF =CHAIN LINK FENCE FIP = FOUND IRON PIPE (NO ID) COL = COLUMN SURVEYOR'S NOTES: • • • • • • • • • D.E. = DRAINAGE EASEMENT DATE DA IFF FIELD WORK: OO19 1. ELEVATIONS WHEN SHOWN REFER =0•'L9J9 NATICN/4_,G EODjnC VERTIJ44 A" D.M.E. = DRAINAGE & MAINTENANCE EASEMENT D/W = DRIVEWAY ' Q� �` �l - 2 2`7 EB =ELECTRIC BOX PROPERTY ADDRESS: VV (, 6 ENC. = ENCROACHMENT FLOOD ZONE INFORMATION: PG = PAGE CERTIFIED TO: EP = EDGE OF PAVEMENT PI=POINT OF INTERSECTION PL =PLANTER SEKOU CALDWELL• MANAGEMENT AGENCY REVISED ON 09/11/09 AND INDEX MAP REVISED ON 09/11/09 POB = POINT OF BEGINNING =EDGE OF WATER THE GRAPHICALLY DEPICTED BUILDING(S) SHOWN ON TV•04% SURVEY IS WITHIN ZONE X. BASE FLOOD ELEVATION WA COMMUNITY NAME•&•NUMBER MILWCD" FDH =FOUND DRILL HOLE�1` FD REVISION(S): MIAMI SHORES 720652 MAP &PANEL• SUFFIX L • PRM = PERMANENT REFERENCE IF = FINISHED FLOOR ELEVATION MONUMENT • • • • PT =POINT OF TANGENCY FIP = FOUND IRON PIPE (NO ID) R = RADIUS DISTANCE --(R) = RECORD SURVEYOR'S NOTES: • • • • • • • • • FIR = FOUND IRON ROD (NO ID) IN = FOUND NAIL (NO ID) DATE DA IFF FIELD WORK: OO19 1. ELEVATIONS WHEN SHOWN REFER =0•'L9J9 NATICN/4_,G EODjnC VERTIJ44 A" RES = RESIDENCE ' FPL = FLORIDA POWER & LIGHT „ SIP = SIP LB#8023 PROPERTY ADDRESS: 2. NO ATTEMPT WAS MADE TO LOCA4E•ROOTINGS/FOLYJDATi0WS OR UNQE&"tAND s. TRANSFORMER PAD UTILITIES UNLESS OTHERWISE NOTED. • • 142 NW 101ST STREET, MIAMI SHOR 3 / / 3. THE LANDS SHOWN HEREON FTIE•'111" BEEN ABSTRROfiED IN RECRF" *TO L.E. = LANDSCAPE EASEMENT !. , U MATTERS OF INTEREST BY OTHER P•p;FF�jTt$, SUCH AS f�1S, RIGHT%i.WAYS f (TYP) = TYPICAL L.M.E. = LAKE MAINTENANCE EASEMENT UB = UTILITY BOX NICOLAS DEL VENTO 4. THIS SURVEY WAS PREPARED FQRoAN✓i "RT1FIED TO THC PARTY(IES) INDICjAIED ._ (M) =MEASURED HEREON AND IS NOT TRANSFERABLEOOR ASSIGNABLE WITHOUT WRITTEN CONSENT•OF LEGAL DESCRIPTION: STATE OF FLORIDA LIC. # 6945 THIS FIRM. • • • • 00000* MDCR =MIAMI-DADE COUNTY RECORDS 5. ALL BOUNDARY LIMIT INDICATORS SET ARE STAMPED•LtP 1S(LR. -f - SYMBOLS: MH - MAN HOLE Q = TELEPHONE RISER LOT 1 AND THE WEST 1/2 OF LOT 2, B Gni ,..� �D AC ING TO ML = MONUMENT LINE B. ADDITIONS OR DELETIONS TO THIS SURVEY MAP AN•)iDO •REPORT BY SOMEONE THE PLAT THEREOF, AS RECORDED IN P BOOK' OF PUBLIC (P) = PLAT RECORDS OF MIAMI-DADE COUNTY, FLORIDA' (00') = ORIGINAL LOT DISTANCE PB = PLAT BOOK = CENTRAL ANGLE 101ST STREET HAS BEEN ASSIGNED A BEARING OF N90'00'00"E. - = CENTER LINE PC = POINT OF CURVATURE BENCHMARK INFORMATION' Wv = WATER VALVE NAME: N-567 PCP = PERMANENT CONTROL POINT ELEVATION(NGVD1929): 10.54 PE = POOL EQUIPMENT PAD FLOOD ZONE INFORMATION: PG = PAGE CERTIFIED TO: BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY PI=POINT OF INTERSECTION PL =PLANTER SEKOU CALDWELL• MANAGEMENT AGENCY REVISED ON 09/11/09 AND INDEX MAP REVISED ON 09/11/09 POB = POINT OF BEGINNING THE GRAPHICALLY DEPICTED BUILDING(S) SHOWN ON TV•04% SURVEY IS WITHIN POC = POINT OF COMMENCEMENT ZONE X. BASE FLOOD ELEVATION WA COMMUNITY NAME•&•NUMBER MILWCD" PRC = POINT OF REVERSE CURVATURE REVISION(S): MIAMI SHORES 720652 MAP &PANEL• SUFFIX L • PRM = PERMANENT REFERENCE i%N119E�12088CO3T • MONUMENT • • • • PT =POINT OF TANGENCY R = RADIUS DISTANCE --(R) = RECORD SURVEYOR'S NOTES: • • • • • • • • • R/W = RIGHT-OF-WAY DATE DA IFF FIELD WORK: OO19 1. ELEVATIONS WHEN SHOWN REFER =0•'L9J9 NATICN/4_,G EODjnC VERTIJ44 A" RES = RESIDENCE FORTH BY THE FLORIDA STATE BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE (NGVD 1929). „ SIP = SIP LB#8023 2. NO ATTEMPT WAS MADE TO LOCA4E•ROOTINGS/FOLYJDATi0WS OR UNQE&"tAND SND = SET NAIL & DISK LB#8023 UTILITIES UNLESS OTHERWISE NOTED. • • STL = SURVEY TIE LINE / / 3. THE LANDS SHOWN HEREON FTIE•'111" BEEN ABSTRROfiED IN RECRF" *TO ' SWK = SIDEWALK !. , U MATTERS OF INTEREST BY OTHER P•p;FF�jTt$, SUCH AS f�1S, RIGHT%i.WAYS f (TYP) = TYPICAL RESERVATIONS, ETC. ONLY PLATTED tASEfrTETJTS ARE SH� UB = UTILITY BOX NICOLAS DEL VENTO 4. THIS SURVEY WAS PREPARED FQRoAN✓i "RT1FIED TO THC PARTY(IES) INDICjAIED -: U.E. = UTILITY EASEMENT PROFESSIONAL SURVEYOR & MAPPER HEREON AND IS NOT TRANSFERABLEOOR ASSIGNABLE WITHOUT WRITTEN CONSENT•OF • W/F = WOOD FENCE STATE OF FLORIDA LIC. # 6945 THIS FIRM. • • • • 00000* 5. ALL BOUNDARY LIMIT INDICATORS SET ARE STAMPED•LtP 1S(LR. -f - SYMBOLS: 6. THE BOUNDARY LIMITS ESTABLISHED OyIS SURVL•Y ARE BASED ON :I E�IEj/t DESCRIPTION PROVIDED BY THE CLIEFF1Ij 9 IT REPRESVTAT" • Q = TELEPHONE RISER 7. FENCE OWNERSHIP IS NOT DETERMINED. • • • ® = CABLE TV RISER B. ADDITIONS OR DELETIONS TO THIS SURVEY MAP AN•)iDO •REPORT BY SOMEONE ® = WATER METER OTHER THAN THE SIGNING PARTY(IES) IS PROHIBITED WITHOUT WRITTEN CONSENT OF X 0.00 = ELEVATION THE SIGNING PARTY(IES). (00') = ORIGINAL LOT DISTANCE 9• BEARINGS WHEN SHOWN ARE TO AN ASSUMED MERIDIAN. THE CENTERLINE OF NW = CENTRAL ANGLE 101ST STREET HAS BEEN ASSIGNED A BEARING OF N90'00'00"E. - = CENTER LINE BENCHMARK INFORMATION' Wv = WATER VALVE NAME: N-567 Wj = CURB INLET ELEVATION(NGVD1929): 10.54 LOCATIONI: NE 104 ST --29' SOUTH OF CENTERLINE = FIRE HYDRANT LOCATION2: N. MIAMI AVE --14.5' WEST OF WEST EDGE OF = LIGHT POLE PAVEMENT DESCRIPTION: PK NAIL AND BRASS WASHER IN CONC CURB AT NW = CATCH BASIN EDGE OF HANDICAP RAMP. c'Q, = UTILITY POLE © = DRAINAGE MANHOLE CERTIFIED TO: �$ = SEWER MANHOLE SEKOU CALDWELL• = IRON FENCE a = WOOD FENCE -• = CHAIN LINK FENCE REVISION(S): UTILITY WIRE EE 171 X ASPHALT CONCRETE PAVERS TILES COVER SURVEYOR'S CERTIFICATE: I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS DATE DA IFF FIELD WORK: OO19 RECENTLY SURVEYED AND DRAWN UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA STATE BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE JOB#: 1902JB79 CODE PURSUANT TO SECTION 472.027 FLORIDA STATUE. DRAWN BY.. NICK AUTHENTIC COPIES OF THIS / / CAD FILE: CALDWELL SURVEY SHALL BEAR THE SEAL !. , U ORIGINAL SIGNATURE AND SHEET 1 OF 1 RAISED SEAL OF THE NICOLAS DEL VENTO ATTESTING REGISTERED PROFESSIONAL SURVEYOR & MAPPER SURVEYOR AND MAPPER STATE OF FLORIDA LIC. # 6945 • • ••• • • • ••• .. . . . .. .. . . ... . . . . .. . Company Products Security Kits Nevr Where to Buy Contact us •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• Pool Alert MSRP: 14,"1P -.- - pr' -)Vides ",rd Pr( ter' v .end tc dy _.. 1vr•diiei-resGtdnL oe;y� • Weak L,,ttery indicator • lontoims to all s�arrlai:ls oC U!. JOti • Passes rode .n all 4 ) states SPECIFICATIONS Assembled Depth (in.) : 0.75 in • Batteries: Requires L x AAA 'Not Inrlyd�°r+; 2 x AAA batteries powerful siren 100 dB + Dpeel / stick ; zz like .. _.._ r.A. Lim'' HOME SECURITY SPORTS OFFICE SECURITY Copyright 2005-2011 Doberman Security Products, Inc. 11% Privacy Policy I Terms of Use I Shipping/Returns!\-rJarranty AW I ORDERED BY: , •-ter•--s--- — • . ••• • . • j • ..• TITLE 000 • •': •: • •: •:•142 �.,. PPARTNERS :...:. .:. •.• of South Florida, Ani.. ..:100.. 954.566.6000 '.:': : ::.' .• dCfI711170tposf.coi,m• • • . • • •.• •• PROPERTY ADDRESS: 142 NW 101 ST STREET MIAMI SHORES, FLORIDA 33150 FIELD WORK DATE: 2/27/2017 REVISION DATE(S): (REV.1 3/8/2017) (REVA 2/28/2017) 17022747 BOUNDARY SURVEY MIAMI DADE COUNTY BONMAR PARK ADDITION F. 13. 24. PG. 71 1/2" FIR NO ID TABLE: @ PLAT LIMITS Ll 5 00°00'00' W 25.00' (D) 5 0019'02' E 24.93'(M) E 12 SURVEY NUMBER: FL1702.2747 5 9000'00• W 260.30' (D) 5 90°OOMO' W 260.68' (M) / /13,R. (ASSUMED) I PIR NO ID @ P.I. c Iz W i Q Z -9-6 1/2" FIR PO NO ID m z I.OT I I o z BLK 3 5T //2 OT 2 C3 THE EAST 112 OF LOT 2 BLK 3 (NOT INCLUDED) l hereby c ' Rs a Boundary Survey of the hereon ca'ibe�o°� has been made under my dire t o a7�'to th est of my knowledge NOTES: and be , t d accurate representatlonPENCE OWNERSHIP NOT DETERMINED of a s t meet a Standards of Practice 30 0 15 30 set fort �o y tlsaTo%rida Q oard of Professional Surveyors A appers ' e Chapter 5J-17 of the Florida Ad ° ode. GRAPHIC SCALE (In Feet) RONALD W. WALLING 1 inch = 30' ft. State of Florida Professional Surveyor and Mapper License No. 6473 Use of This Survey for Purposes other than Intended, Without Written Verification, will beat the User's Sole Risk and Without Liability to the Surveyor. Nothing hereon shall be Construed to Give ANY Rights or Benefits to Anyone Other than those Certified. FLOOD INFORMATION: POINTS OF INTERES BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING NONE VISIBLE MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN THE VILLAGE OF MIAMI SHORES, COMMUNITY NUMBER 120652, DATED 09/11/09. CLIENT NUMBER: 17-12404 DATE: 2/28/2017 iii, ilid BUYER: SEKOU RASHAD CALDWELL SELLER: JUAN JOSE FERREIRA AND LARISSA FERREIRA CERTIFIED TO: SEKOU RASHAD CALDWELL; TITLE PARTNERS OF SOUTH FLORIDA; WFG NATIONAL TITLE INSURANCE COMPANY; CARDINAL FINANCIAL COMPANY, P.A.; ITS SUCCESSORS AND/OR ASSIGNS; AS THEIR INTERESTS MAY APPEAR This is page 1 of 2 and is not valid without all pages. FUT-A N AFFILIATE MEMBERS E A C I a; Land Surveyors , Inc. www.exactaland.c P.866-735-1916 • F.866-744-288282 LB# 7337 11940 Fairway Lakes Drive, Suite 1 • Ft. Myers, FL 33913 L!!PORT OF SURVEY • • • FL1702.2747 This is page 2 of 2 and is not valid without all pages. L LEGAL DESCRIPTION: LOT 1 AND THE WEST 1/2 OF LOT 2, BLOCK•1,-i CRe5T,-ACCORDINi TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 21, PAGE 56, PUBLIC RECORDS OF MIAMI-DADE, FLORID4. ; ". ' .• : • : •- • • • • fir .. . . . .. ... .. . ......... . .. . . . . . ... . . JOB SPECIFIC SURVEYOR NOTES: THE ASSUMED BEARING REFERENCE OF SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST IS BASED ON THE CENTERLINE OF NW 101ST STREET, LOCATED WITHIN GOLD CREST, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 21, PAGE 56 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. f, GENERAL SURVEYOR NOTES: 1. The Legal Description used to perform this survey was supplied by others. This survey does not determine or imply ownership. 2. This survey only shows improvements found above ground. Underground footings, utilities and encroachments are not located on this survey map. 3. If there is a septic tank, or drain field shown on this survey, the location is approximate as the location was either shown to Exacta by a third party or it was estimated by metal detection, probing rods, and visual above ground inspection only. No excavation was performed in order to determine the exact and accurate location. 4. This survey is exclusively for the use of the parties to whom it is certified. S. Additions or deletions to this survey map and report by other than the signing party or parties is prohibited without written consent of the signing party or parties. 6. Dimensions are in feet and decimals thereof. 7. Due to varying construction standards, house dimensions are approximate. 8. Any FEMA flood zone data contained on this survey is for informational purposes only. Research to obtain such data was performed at www.fema.gov. 9. All corners marked as set are at a minimum a'/2"diameter, 18" iron rebar with a cap stamped LB#7337. 10. If you are reading this survey in an electronic format, the information contained on this document is only valid if this document is electronically signed as specified in Chapter 5J-17.062 (3) of the Florida Administrative Code and Florida Statute 472.025. The Electronic Signature File related to this document is prominently displayed on the invoice for this survey which is sent under separate cover. Manually signed and sealed logs of all survey signature files are kept in the office of the performing surveyor. If this document is in paper format, it is not valid without the signature and original raised seal of a Florida Licensed Surveyor. 11. Unless otherwise noted, an examination of the abstract of title was NOT performed by the signing surveyor to determine which instruments, if any, are affecting this property. 12. The symbols reflected in the legend and on this survey may have been enlarged or reduced for clarity. The symbols have been plotted at the center of the field location, and may not represent the actual shape or size of the feature. 13. Points of Interest (POI'S) are selected above -ground improvements which may be in conflict with boundary, building setback or easement lines, as defined by the parameters of this survey. There may be additional POI'S which are not shown, not called -out as POI's, or which are otherwise unknown to the surveyor. These POI's may not represent all items of interest to the viewer. 14. Utilities shown on the subject property may or may not indicate the existence of recorded or unrecorded utility easements. 15. The information contained on this survey has been performed exclusively, and is the sole responsibility, of Exacta Surveyors. Additional logo or references to third party firms are for informational purposes only. 16. Pursuant to F.S. 558.0035, an individual employee or agent may not be held individually liable for negligence. 17. House measurements should not be used for new construction or planning. Measurements should be verified prior to such activity. LEGEND: 5URVEYOR15 LEGEND LINE7YPE5:tuNrssoncRwRevOml A/C AIR CONDITIONING ID. IDENTIFICATION SEL. SECTION BOUNDARY UNE BR, BEARING REFERENCE ILL. ILLEGIBLE SEP. SEPTIC TANK B.L. BLOCKCORNEK INST INSTRUMENT SEW. SEWER STRUCTURE B.FP BACKFLOW PREVENTOR INT INTERSECTION 5/GD SET GLUE DISC BLK. BLOCK L LENGTH SIRC SETIRONROD&CAP CENTERLINE BLDG. BUILDING LBO LICENSE# -BUSINESS SN&D SET NAIL &DISC CHAIN-LINK or WIRE FENCE BM BENCHMARK LS# LICENSE #-5URVEYOR SQ.FT SQUARE FEET BR.L. BUILDING RESTRICTION LINE (M) MEASURED STY STORY EASEMENT BSMT BASEMENT M.B. MAPBOOK S.T.L. SURVEYTIELINE B/W BAY/BOX WINDOW M.E.S. MITERED END SECTION 5V SEWER VALVE EDGE OF WATER (C) CALCULATED M.F. METALFENCE S/W SIDEWALK IRON FENCE C CURVE N.R. NONRAMAL S.W. SEAWALL CAN CABLETVRISER N.TS. NOT TO SCALE TBM TEMPORARY BENCHMARK OVERHEAD UNES C.B. CONCRETEBLOCK O.L.S. ONCONCRETESIA15 TEL. TELEPHONEFACILITIES �nL�nL-�nl� CHIM. CHIMNEY O.G. ONGROUND TO.B. TOP OF BANK SURVEY TIE UNEC.LF CHAIN LINK FENCE OFF OUTSIDE OF SUBJECT PARCEL TWP. TOWNSHIP ------- L.O. CLEANOUT OR OVERHANG Tx TRANSFORMER WALL OR PARTY WALL CONC. CONCRETE OHL OVERHEAD LINES Tyr. TYPICAL WOOD FENCE COR CORNER ON INSIDE OF SUBJECT PARCEL UR UTILITYRISER CS/W CONCRETE SIDEWALK 01 OFFICIAL RECORD BOOK WIC WITNE55CORNER VINYL FENCE_ _ _ _ _ _ C.VG. CONCRETE VALLEYGUTTEK OR V. OFFICIAL RECORDVOLUME W/F WATERFILTER CIL CENTERLINE CIA OVERALL W.F. WOODENFENCE C/P COVERED PORCH 0/51 OFFSET WM WATER METERNALVE 13OX 5URFACETYPpE�5:tuntessomelanxgolml CIS CONCRETE SLAB (P) PLAT WV WATER VALVE A5PHALT BRICK ® (D) DEED P.B. PLAT BOOK V.F. VINYL FENCE L(�O a TILE D.F. DRAINFIELD P.C. POINTOFCURVATURE CONCRETE COVERED AREA D.H. DRILLHOLE P.L.C. POINT OF COMPOUND CURVATURE WATER WOOD ® D/W ELEV DRIVEWAY ELEVATION FC.P. PIE PERMANENT CONTROL POINT POOL EQUIPMENT A.E. ACCESS EASEMENT ENCL. ENCLOSURE PG. PAGE AN.E. ANCHOREA5EMENT SYMBOLS: fUN Lss OR [RN 9C NO lD) ENT ENTRANCE PI. POINT OF INTERSECTION LME. CANAL MAINTENANCE ESMT. ® BENCH MARK EM ELECTRIC METER PLS PROFESSIONAL LAND SURVEYOR L.U.E. COUNTY UTILITY E5MT CENTERLINE F.O.P. EDGE OF PAVEMENT FLT PLANTER D.E. DRAINAGEEASEMENT E.O.W. EDGE OF WATER P.O.B. POINT OF BEGINNING D.U.E. DRAINAGE AND UTILITY ESMT 0 CENTRAL ANGLE or DELTA E5MT. EASEMENT �J COMMON OWNER5111P EUB (F) ELECTRIC UTILITY BOX FIELD FOC. P.P. POINT OF COMMENCEMENT PINCHED POPE I.E./E.E. ING1ZESS/EGRES5ESMT. CONTROL POINT FCM FND. CONCRETE MONUMENT PRC. POINT OF REVERSE CURVATURE IRR. E. IRRIGATION EASEMENT ■ CONCRETE MONUMENT F/DH FOUND DRILL HOLE P.R.M. PERMANENT REFERENCE MONUMENT LA.E. LIMITED ACCESS ESMT. CATCH BASIN FF FIP FINISHED FLOOR FOUND IRON PIPE PSM FROFE55IONAL SURVEYOR AND MAPPER L.B.E. L.E. LANDSCAPE BUFFER ESMT LAN05CAPEESMT ELEVATION FIPC FOUND IRON PIPE &CAP L.M.E. LAKE OR LANDSCAPE TJ FIRE HYDRANT FIR FOUND IRON ROD P.T POINTOFTANGENCY MAINTE14ANCEPASEMENT • FND OR 5ET MONUMENT FIRC FOUND IRON ROD&CAP R RADIU5or RADIAL M.E. MAINTENANCE EASEMENT GUYWIRE OR ANCHOR FN FOUND NAIL (R) RECORD P.U.E. PUBLIC UTILITY EASEMENT O MANHOLE FN&D FOUND NAIL AND P15C ROE. RANGE RO.E. ROOF OVERHANG ESMT 10 TREE FND. FOUND RE5. RESIDENCE 5. W.E. SIDEWALKEASEMENT UTILITY OR POLE FPKN FOUND PARKER-KALON NAIL R/W RIGHT OF WAY 9WMT. STORM WATER LIGHT © FPKN&D FOUND PK NAIL &DISC (5) SURVEY MANAGEMENT EASEMENT WELL FRRSPK FOUNDRAILROAD SPIKE S.B.L. 5ETBACKLINE TILE, TECHNOLOGICAL UTILITY E5MT. GAR. GARAGE 5.C.L. SURVEY CLOSURE LINE U.E. UTILITYEASEMENT GM GAS METER 5LR. SCREEN ELECTRONIC SIGNATURE: In complete accordance with Florida Statute 472.025 and Pursuant to the Electronic Signature Act of 1996 or Florida Statute TITLE XXXIX, Chapter 668, if this document was received electronically via PDF, then it has been lawfully Electronically Signed Therefore, this survey PDF, if authentic, is completely official and insurable. In order to validate the"Electronic Signature"of PDF surveys sent via 17.01voystarscom, you must use a hash calculator. A free hash calculator is available for download at: In order to validate the Electronic Signature of any survey PDF sent via www.surveystors.com. I . Download the Hash Calculator available at: 2. Save the Survey PDF onto your computer from www.surveystars.com or from the email sent from www.surveystars.com. 3. Click the square Browse button in the upper right hand corner of the Hash Calculator to find and select the saved Survey PDF document, and click the COMPUTE button in the lower right hand corner of the Hash Calculator. 4. Compare the 40 digit string of characters in the SHA -1 line to the 40 digit SHA -1 characters for the survey in thejob file in wvvw.surveystars.com which is also printed on the invoice for that survey. 5. If the 40 digit string of SHA -1 characters are exactly the same on the invoice (or in the survey file at v wwsuiveystarscom) as they are in the Hash Calculate, then this PDF is authentic. If the 40 digit string of characters does not match exactly, then this PDF has been tampered with and it is not authentic. PRINTING INSTRUCTIONS: 1. While viewing the survey in Adobe Reader, select the "Print" button under the "File" tab. 2. Select a printer with legal sized paper. 3. Under "Print Range", click select the "All" toggle. 4. Under the "Page Handling" section, select the number of copies that you would like to print. 5. Under the "Page Scaling" selection drop down menu, select "None" 6. Uncheck the "Auto Rotate and Center" checkbox. 7. Check the "Choose Paper size by PDF" checkbox. 8. Click OK to print. TO PPJNT IN BLACK+ WHITE: 1. In the main print screen, choose "Properties". OFFER VALID ONLY FOR: SEKOU RASHAD CALDWELL ----- . -- - - -- � I %off (UP TO$500) I FUTURE I SURVEYING SERVICES 1 ON THIS PROPERTY* I'Offer valid for fence stakeouts and additions to the existing structures only. 2. Choose "Quality" from the options. 3. Change from "Auto Color" or "Full Color" to "Gray Scale". - - - - - - - - - - - - -� Exacta Land Surveyors, Inc. www.exactaland.com P.866-735-1916 • E866-744-2882 LB# 7337 11940 Fairway Lakes Drive, Suite 1 • Ft. Myers, FL 33913