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EL-14-1715Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-217367 Permit Number: EL -8-14-1715 Scheduled Inspection Date: November 20, 2014 Permit Type: Electrical - Residential Inspector: Devaney, Michael Owner: BONA, JOHN Job Address: 1260 NE 98 Street Miami Shores, FL 33138 - Project: <NONE> Inspection Type: Final Work Classification: Pool - Private Phone Number (305)333-5414 Parcel Number 1132050090320 Contractor: SHINE ELECTRIC ENGINEER Phone: (305)688-2000 comments NEW ELECTRICAL WORK FOR SWIMMING POOL��-- -- - INSPECTOR COMMENTS False Inspector Comments_ Passed ED Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. November 19, 2014 For Inspections please call: (305)762-4949 Page 7 of 31 r Miami Shores VillaAUG e g 0 ? 2014 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 0 BUILDING PERMIT APPLICATION Permit Type: Electrical JOB ADDRESS: a Z ca7z=� t -A 4—s- Permit No.,% % L— " Master Permit No. P - ' 14 -1-7/3 City: Miami Shores County: Miami Dade Zip: Folio/Parc,14h L CS 2- g�l ®� Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder ® �� • Phone# -T515 -ZD Address: Q M Cf- ® g � City: 8 tate. q:z_ ?:jp -:ff6 ew L Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: SHINE ELECTRICAL ENGINEERING phone#: 305-688-2000 Address: 3876 NW 125 ST City: OPA-LOCKA State: FL Zip. 33025 Qualifier Name: FRANCISCO SANTOS Phone#: 305-688-2000 State Certification or Registration #: EC0001514 Certificate of Competency #: Contact Phone#. 305-688-2000 Email DESIGNER: Architect/Engineer. AH U EZO@S H I N EELECTRI CAL. COM Value of Work for this Permit: $ d -'-�SSquare/l:.inear Footage of Work: Type of Work: OAddress OAlteration ew ORepair/Replace Memolition Description of Work: Submittal Fee $ - Permit Fee $�%7e2�,�� CCF $' CO/CC $ Scanning Fee $ M Radon Fee $DBPR $ Bond $ Notary $ Training/Education Fee $�� ' " ' Technology Fee $ ^ (� Double Fee $ d Stractural Review $ TOTAL FEE NOW DUE $ 9 1 = 2-0 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 an 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 cerWwd copy of the recorded notice of commencement must be posted at the job site for the first inspection whi h occurl ,s seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be pro ` a reinspection fee will be charged Si V Signature 9wner or Agent Contractor The foregoing instrument was ac owledged before me this 12— The foregoing instrument was acknowledged before me this 1S day o --J20 4 � by J-® k day of , 20 L+ by /)-XVS who is perso_ nally known to me or who has produced who is pers y known to me or who has produced As identification and whoo�ke an oath.as identification and who did take an oath. NOTARY PUBLIC: z� Expires: APPROVED BY Plans Examiner Structural Review (Revised 3/12/2012)(Revlsed 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) PUBLIC: �yeQ�gmn� Clerk Walls Pressure Max = C * Max Wall Height * Soil Weight Pressure Max 181.5 psf !"P-1:2,- 14 - 17113 •"". **ease •"' • Structural Pool Calculations Project: Goris 9";' 0 0 o 0 . 0 Wayne M. Bennett, P.E. #57216 999999 1260 NE 98th St Overturning Moment 1134A ft -lbs • • • 265,-S. Federal Highway, #109 rAddress: City: Miami Shores, FIL 0 • ' 0 0 0 0 0 •••• Wall Moment 2250.0 ft -lbs °Deerfield Beach, FL 33441 ' Slab Moment = (Toe - Wall Thickness) * Slab Thickness * Concrete Weight * Moment Arm • • • • •' 0 •.00.0 (954) 818-3825 cell ' :0.0:0 Righting Moment 3604.7 ft -lbs : • 0• wmbennettpe(a_gmai l.com Inputs from Pool Drawings 20 -Aug -14 Top of Pool 6. elev feet or feet R=Moment*12/(phi (0.9)* b*d*d) Bottom of Pool 1 elev feet or feet Flood Elevation (Top of Pool or less) 6.00 elev feet or feet rho 0.00240 Slab/Floor Thickness 1.00 feet Area Steel Required 0.086 sqin Wall Thickness 0.75 feet Slab Reinforcement Depth 0.25 feet Floor/Slab Steel Pool Beam Length 96 linear feet ACI 318 7.12.2.1 Shrinkage and Temperature Reinforcement Spa Beam Length 0 linear feet Givens Inside Pool Area 455 sf C sandy soil 0.33 Inside Spa Area 0 sf Soil Weight 110 pcf Average Wall Ht. (Water Depth) 4.5 feet Concrete Weight 150 pcf Outside Area of Pool/Spa 527 sf Water Weight 62.4 pcf Moment Arm of Wall 4.00 feet Moment Arm of Slab 2.13 feet assume 5' toe - wall thickness Hydraulic Valve (FBC R4403.7.2.4) 2.00 head reduction in It Reinforcement fc Concrete Design Strength 3000 psi #3,12" ooew 0.22 sqin fy Steel Design Strength 60000 psi #3, 9" ocew 0.29 spin Wall Reinforcement #3, 9" ocew #4,12" ocew 0.40 sin Floor Reinforcement #3, 9" ocew Uplift FBC R 4403.7.2.3 (worst case: empty pool, flood elevation minus 2 foot hydraulic valve) Total Bouyancy 131,539 pounds Weight of Floor/Slab 68,250 pounds Weight of Walls 64,800 pounds Total Weight of Pool 133,050 pounds Safety Factor 1.0 if greater than 1.0 OK Bearing Weight of Pool and Water/Outside Area of Pool Bearing 494.9 psf Bearing Capacity 2000 f assumed Walls Pressure Max = C * Max Wall Height * Soil Weight Pressure Max 181.5 psf . • •"". **ease •"' • Active Pressure = 1/2 * Pressure Max * Max Wall Height son " •0900:0 �• • 0 Active Pressure 453.75 Ib/ft 9";' 0 0 o 0 . 0 Overturning Moment = 1/2 * Active Pressure * Max Wall Height 999999 • 999999 0. 0 • ' Overturning Moment 1134A ft -lbs • • • ; � 0 0 � • • • • • • Wall Moment = Max Wall Height * Wall Thickness * Concrete Weight * Moment Arm .000 0 0 9 0 0 0 0 • ' 0 0 0 0 0 •••• Wall Moment 2250.0 ft -lbs 00.000 0 9999:9 Slab Moment = (Toe - Wall Thickness) * Slab Thickness * Concrete Weight * Moment Arm • • • • •' 0 •.00.0 Slab Moment 1354.7 ft -lbs ' :0.0:0 Righting Moment 3604.7 ft -lbs : • 0• 0 0 0 0 9 9 0 0 •' Safety Factor 3.2 if greater than 1.5 OK 0000 Wall Steel R=Moment*12/(phi (0.9)* b*d*d) R 140.0463 rho=((0.85*fc)/fy)*(1-(SQRT(1-((2*R)/(0.85*fc))) rho 0.00240 Area Steel Required=rho*12*reinforcing depth Area Steel Required 0.086 sqin Area Steel Actual 0.29 sqin #3, 9" ocew Area (Actual/Required) 3.4 if greater than 1.0 OK Floor/Slab Steel Area Steel Actual 0.29 '' spin #3, 9" ocew ACI 318 7.12.2.1 Shrinkage and Temperature Reinforcement Wall Steel 0.0027 if greater than 0.0020 OK Floor Steel 0.0020 if greater than 0.0020 OK Page 1 of 1: 8/20/2014 Structural Pool Calculations Projett: LaHoz 145,520 pounds Way6e M.,Bennett, P.E. #57216 ,Address: 1180 NE 100th Street pounds Weight of Walls 2�5 3; Federal Highway, #109 City: Miami Shores Total Weight of Pool 148,847 pounds Deerfield, Beach, FL 33441 1.0 if greater than 1.0 OK (954) 818-3825 cell wmbenneft(o)gmail.com Inputs from Pool Drawings 20 -Aug -14 Top of Pool 8.3 elev feet or feet Bottom of Pool 2.$ elev feet or feet Flood Elevation (Top of Pool or less) 8.00 elev feet or feet Slab/Floor Thickness 1.00 feet Wall Thickness 0.75 feet Slab Reinforcement Depth 0.25 feet Pool Beam Length 89 linear feet Spa Beam Length 22. linear feet Givens Inside Pool Area 434 sf C sandy soil 0.33 Inside Spa Area 38 sf Soil Weight 110 pcf Average Wall Ht. (Water Depth) 1 4.75 1 feet Concrete Weight 150 pcf Outside Area of Pool/Spa 555.25 sf Water Weight 62.4 pcf Moment Arm of Wall 4.33 feet Moment Arm of Slab 2.13 feet assume 5' toe - wall thickness Hydraulic Valve (FBC R4403.7.2.4) 2.00 head reduction in It Reinforcement fc Concrete Design Strength 3000 psi #3,12" ocew 0.22 sqin fy Steel Design Strength 60000 psi #3, 9" ocew 0.29 spin Wall Reinforcement #3, 9" ocew #4,12" ocew 0.40 sqin Floor Reinforcement #3, 9" ocew Uplift FBC R 4403.7.2.3 (worst case: empty pool, flood elevation minus 2 foot hydraulic valve) Total Bouyancy 145,520 pounds Weight of Floor/Slab 70,800 pounds Weight of Walls 78,047 pounds Total Weight of Pool 148,847 pounds Safety Factor 1.0 if greater than 1.0 OK Bearing Walls Weight of Pool and Water/Outside Area of Pool Bearing 520.0 Pressure Max = C * Max Wall Height * Soil Weight Pressure Max 199.65 Active Pressure =1/2 * Pressure Max * Max Wall Height Active Pressure 549.0375 psf Bearing Capacity 2000 f assumed psf Ib/ft Overturning Moment =1/2 * Active Pressure * Max Wall Height Overturning Moment 1509.9 ft -lbs Wall Moment = Max Wall Height * Wall Thickness * Concrete Weight * Moment Arm Wall Moment 2681.3 ft -lbs Slab Moment = (Toe - Wall Thickness) * Slab Thickness * Concrete Weight * Moment Arm Slab Moment 1354.7 ft -lbs Righting Moment 4035.9 ft -lbs Safety Factor 2.7 if greater than 1.5 OK Wall Steel R=Moment*12/(phi (0.9)* b*d*d) R 186.40162 rho=((0.85*fc)/fy)*(1-(SQRT(1-((2*R)/(0.85*fc))) rho 0.00323 Area Steel Required=rho*12*reinforcing depth Area Steel Required 0.116 spin Area Steel Actual 0.29 sqin #3, 9" ocew Area (Actual/Required) 2.5 if greater than 1.0 OK Floor/Slab Steel Area Steel Actual 0.28 spin #3, 9" ocew ACI 318 7.12.2.1 Shrinkage and Temperature Reinforcement Wall Steel F 0.0027 if greater than 0.0020 OK Floor Steel F 0.0020 if greater than 0.0020 OK Page 1 of 1: 8/20/2014 • • • go ***sea ..f.• .e sees • • ••e• .•goof •• •• 100.0. • • 0• . • • •• • q • goof •e • •• • • . •• V. • • • •.•.0• • 00e0 • • • goof•• • •0000 see••• • • • 00 100• ..•e•e • • Miami whores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SWIMMING POOL OWNER'S CERTIFICATION Date / l�- Miami Shores Village Building & Zoning Department Attention: Building Official I certify that I am the legal owner of the property described as located at In accordance with Section 33-12ft Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for obtaining a permit, and erecting and approved barrier prior to nal asp nction and use of the pool. Legal Owne .. Note: This certification is to be submitted with a swimming pool permit application in duplicate. M -MiamiShoresV Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAFETY ACT (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed at Miami Shores, FL, and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statues and the Florida Building Code 84101.17. Please Initial the method(s) to be used: The pool will be equipped with an approved safety pool cover that comp lies with ASTM F1346- 1. (Submit Manufacturer's Specifications). A continuous, one-piece (child) barrier meeting the requirements of Florida Building Code R41 1.17.1.15 will protect the pool perimeter. The plans shall show the fence location and method of attachment, including one end that shall not be removable without the aid of tools. (Submit Manufacturers Specifications). A combination of non -dwelling walls and fences (screen enclosure, child fence, masonry fence walls, chain link or wood fence, etc.) will protect t he pool perimeter. The plans must specify t he type and location of all non dwelling walls. Florida Building Code, R4101.17.1 Any combination of protection which incorporates dwelling wails with openings directly into the pool perimeter and all windows and doors will be equipped with exit alarms complying with Florida Building Code, R4101.17.1.9 (Submit Manufacturer's Specifications). Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all doors will be equipped with a self -latching device with positive mechanical latching/locking installed a min. 54° above the threshold. If this option is selected, submit plans showing all types and location of all perimeter protection. The plans must also show the location and type of all openings, and the hardware type for each location. (Submit Manufacturer's Specifications). In accordance with the Code, the pool may not be filled with water without compliance with the Private Swimming Pool Safety Requirements, and upon expiration of the permit, the pool shall be presumed to be unsafe. I understand that not having one of the above Installed will constitute a violation of Chapter 5A F.S ., an d wil dared as committog a misdemeanor of the second degree, punishable s rovi ed i ection 775.0,82 or Se cti n 77 "83 Flp . This form must be signed �y�ttipdage �ep e contractor. 'DATE QfWNER* SIGNATURE AND b'J/15/21Jb/ 11:14 'Jb4/4lb951 BABY GUARD INC PAGE 01/01 P Permanent mount diagram for Poo) Safety Fence in Compliance with building code #424.2.17 and R-4101.17.1.15-04 ,r.. 1 �TC1-i 17,0UND POST L BRACKET ATTACHED TO POT..$ AND DECK Hex screw to be fasten L - bracket to pole and deck DECK LEVEL 1/2$,/2006 11:08 9547416951 BABY GUARD INC PACE 03/03 Baby Guard ground installs spec All ground installs are set in a 6 Inch x 6 inch quick Crete footer, with a 18 inch pvc dirt spike. Baby guard 6299 hiatus rd sunrise Florida 33351.954-741-6351 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RESTRICTIVE COVENANT PROTECTIVE POOL ENCLOSURE KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersigned 1=2'� islarethe fee simple owner(s) of the following described property situated and being in Miami Shores Village, Florida Address: 12' e® ® -270> --Z—.sr Whereas, the undersigned owner(s) .� P--, n --t desire to utilize said Lots) as a single building site, and the undersigned owner(s) do(es) hereby declare and agree as follows: I. That the property will not be used in violation of any ordinances of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. It. That the purpose of the covenant Is to induce Mama Shores Village to issue a permit for a pool where the required enclosure is not on the subject property where the pool is located. III. That If any of our adjoining neighbors remove any portion of their fence or wall, or if ourlmy property shall fail to meet code requirements for pool barriers, we, as owners will immediately install a protective enclosure to meet code requirements and will obtain a permit for such fence. IV. That, Ilwe, as owner(s) hold Ham! Shores Village harmiess for any negligence or injury that results from not having the enclosure. V. If enclosure belongs to said property, I agree to maintain & or replace said enclosure in the event that is damaged or removed by any Case. NOW, THEREOF, for good and valuable consideration, the undersigned do(es) hereby declare that he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above property and shall constitute a covenant running with the land and shall be binding upon th ander�igned, his/her successors and assigns and may only be released by Miami Shores Village, or its success in cxord ce of said Village then in effect 340 �Ulc' I Hereby Certify that on this day personally appeared before # as identification and he/she for purposes there in expressed. SWORN TO AND SUBSCRIBED before me on this 12— (Revised 0512209 OWNER SING & PRINT STATE OF (FLORIDA) COUNTY OF (DADE) Miami Shores Y illage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 The undersigned Affiant oes hereby attest that (Property owner) The attached survey, performed by 4 a For address. Z � (Nam surveyor's company) Performed on �' A =(date of survey) is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than seven (7) years old old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such spctures ay affept final inspections as applicable to this or other permits. urther, A ant s eth ught. Prop wrier Signature SWORN TO,!�D SUBSCRIBED before me this day0fo� QX Affiant is _personally known to me, Revised on 5=0091 Revised on 6/12/09 FOUND 60D SPIKE IN TREE ROOT F./.A %2' NO ID NO X. BLOCK 38715' _= € y EAST z CORNER 387.121 r �y 9 7 Z Rl ®d Q . , BRICK / INS N, o A/C R Q N 0 V LOT - 63, BLOCK - 3 0.10'- nnao� 4 1 -- fa•zal� S EP � h 1 � N /9' PARKWAY NaA LOT -5 3 BLOCK - 3 F DN/PL 1 1-i �5� UE.-- F./.R. %pK A /D. — LOT -/5 BLOCK - 3 900.00' F/.R. %2' F./.R. %z' NO !D. NO /D. _ 174..82'fil% BLOC/' — 275.00'�i4f CORNER F COG 2'X2' BRICK pLANTE 10' CCu{JJHN '� , � N 16' Z, [ 'N. 2' � 19,' � h • o O/Y/P� h BR/CK �� 3.7'"~ PLANTER Z L b ESIDENCE j1.82' 15.15' 'i 23.65' 9.TT 25' OF STEPS CCb1IC. i LOT —4 BLOCK -.5 T I v .\o 4�j j Z* ----------! WDM --- - ----- msoa�v k �mo�en- L®SAT/O/V SKETCH NOT TO SCALE CERTIFIED TO::;�. Tom. ---m.. r �� LAW i?FFICES OF ISAAC BENMERGUI, ,P.A., LEGAL DESCRIPTION: OLD, IZEPUBLIC NATIONAL TITLE INSURANCE COMPANY, ROCK) GORIS•AND JOHN BONA, LOT 5 AND THE WEST 25 FEET OF LOT 4, BLOCK 3, "EARLETON SHORES; COLDWF'LL BANKERS MORTGAGE, ITS SUCCESSORS' ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 43, PAGE 80, ANDIOR ASSIGNS AS THEIR CREST NIAYAPPEAR OF THE PUBLIC RgCORDS OF )wAmi-DADE CC)UNTY, FLORIDA. SURVEYOR'S NOTES: 1) NOT VAUD UNLESS SIGNATURE IS EMBOSSED WITH THE REGISTERED LAND SURVEYORS SEAL 2) LEGAL DESCRIPTION PROVIDED BY OTHERS 3) PROPERTIES SHOWN HEREON WERE NOTABSTRACTED FOR-EEASEMENTS OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PROPERTYPLAT OF RECORD. THE EAST 50' OF 4jA5W REMENTS TO WOOD FENCES ARE TO OUTSIDE OF WOOD_._ . LOT 4 BLOCK - 3 UNDERGROUND UTILITIES FOUNDATIONS O O J. — , U.E.-� . 900.40` R I.R. .>=FnL-E -- WEST --5 ��_--� p LOT -/6 LOT -/7 BLOCK - 3 BLOCK - 3 9 PROPERTY OF: ROCIO GORIS.AND JOHN BONA, 1260 N.E. 98th STREET, MIAMI SHORES, FLORIDA 33x38 :M: # B-62 ELEV. = 8.67 MIAMI -DARE COUNM GARAGE ELEV.= 6.63 SRP= %i RR' 1� 5) R THER IMPROVEMENTS, IFIvy Y, WERE1110T LOCATM 6) ELEVATIONS, IF SHOWNARE BASED ON NATIONAL GEODEM VERTICAL DATUM 1929. 7) FENCE OWNERSHIP NOT DETERMINED UNLESS OTHERWISE NOTED. 8) MEASUREMENTS TO WIRE FENCES ARE TO CENTER OF WIRE 9). WALL, MEASUREMENTS ARE TO/FROM FACE OF WALL 10) DRAWING DISTANCE BEIYIEE'N WAu-sAND/OR FENCES AND PROPERTY LINES MAYBE EXAGGERATED FOR CLARITY. 11) FLOOD ZONE INFORMATION WAS DERNED FROM FEDERAL EMERGENCY MANAGEMENTAGENCY FLOOD INFORMATION RATE MAPS 12) BEARINGS IFAMYSHOWNARE BASED ONASSUMED PLAT MERIDIANAT: SOUTHERLYRIGHT OF WAY OF N.E. 98th STREET (EAST) LEGEND LC.V IRRIGATION CONTROL VALVE PLS PROFESSIONAL LAND SURVEYOR WV WATER VALVE A/C AIR CONDITIONER LP. 1RONPPE PSM PROFESSIONAL SURVEYORAND MAPPER W.U.P. WOODU7XfTYPOLE AVE AVENUE FPL FLORIDAPOWER & LIGHT PL PROPERTYLWE BLVD. BOULEVARD FLP. FOUND /RONPIPE P.O.B. POWTOFBEG/NNIMIG SM BENCHMARK F.LR FOUND M40NROD P.O.C. POWTOFCX)mmavCEMENT CATV CMETBEVISIONSOX FND FOUND P.R.C. POWTOFREVERSECURVATURE C.B. CATCHBASIN L ARCLENGW P.Rbi PEZMNVENTREFERENCEMONUMENT SYMBOLS CBS CONCRETEBLOCKSTRUCTORE (L) LEGAL P.T. POWTOFTANGENCY CO CRETE CHB CHORDSEARWG L.P. UGHTPOLE R RADIUS OVERHEADUTXfTYLINES CH CHORD DISTANCE LB LICENSED BUSINESS (R) RECORD WM4EFEVCE COR CORNER LS LAND SURVEYOR RE RWELEVA77ON WOODFEWE Cr -COURT (M) MEASURED RM/ RICHT-OFWAY PROPERTYCORNER f ' CETfTERIJNE NGVD NA7M4L6EODE71CV907C4LDATUMSAAL SANITARY WATEiFLOW CL CLE4R IYOID NOTm6V7119/4BLE SJP. SETIRONPIPE 9W ppS7WGGRADEELEV4770N CONC. CONCRETE NO. NUMBER, SJA SETJROIV ROD --gffl PROPOSED ORWEELEVATION C.O. CLEANOUT NTS NOTTOWALE ST STREET ►a WATER VALVE E9. E.ECMCBOX DAB oi11CALRECORD BOOK T TANGENT sIGN EiEV. ELEVA77ONON/PL C?NPItOPERTYLpVE TSM 7E7920RARYBE7NGilMARK DRAWAGEMANI.ICKE ENCR ENCROACHMENT O.II-L OVEMEADUT917YUNES TEL TELEPHOW SWITARYMANHOLE ERP. ELEI/ATIONREFERENCEPOWT P.C. POWrOFCURVATURE TYP TYPICAL 6 FIREHlDRANT F.F. FW1SHr-LOOK PCC PV%NrOFC0MPOUNDCURVA7URE UE UTILITYE'ASEMENT LIGH7WGF7I7XW FJ -L FIRE•HYDRANr P.C.P. PSOMNS CONTROL'POWT WML WATERMETER t7 F#wDE7'ARmmvrCONNECTIoN I H REBYCERTIFYTHATTH1S•$URVEY'CONFORMSTO THE MINIMUM TECHNICAL STANDARDS OF LAND SURVEYING IN THE STATE &FLORIDA, AS OUTUNED IN RULES 5J-17, (FLORIDAADM/MS'TRATNE CODE), AS ADOPTED BY THE DEPARTMENT OF AGRICULTURE .AND CONSUMER SERVICES, BOARD OF NOT VAUD W/THOUT?HE SIGNATUREe AND THE PROFESSIONAL SURVEYORS AND MAPPERS IN )RIGINAL RAISED SEAL OFA FLORIDA LICENSED SEPTEMER 1981, AS AMENDED, PURSUANT TO SURVEYOR AND MAPPER CHAPTER 472027 OF THE FLORIDA STATUTES, AND IS TRUEAND CORRECT TO THE BESTOFMY KNOWLEDGE AND BELIEF. FRANCISCO F. FAJARDO FLORIDA PROFESSIONAL SURVEYOR AND MAPPER REGISTRATION NO. 4767. PROFESS10I11AL SURVEYING AND, MAPPING LANNES & GARCIA, INC. LB # 2098 FRANCISCO F. FAJARDO PSM # 4767 (QUALIFIER) 385 ALHAMBRA CIRCLE :SUITE C, CORAL GABLES, FLORIDA 33134 PH (305) 666-7909 FAX (305) 559-3002 SCALE 1- = 20' I DRAWN BY PAUL I DWG. No.: 235116 9 7 6 5 4 3 2 ./7 10. CERTIFIED TO::;�. Tom. ---m.. r �� LAW i?FFICES OF ISAAC BENMERGUI, ,P.A., LEGAL DESCRIPTION: OLD, IZEPUBLIC NATIONAL TITLE INSURANCE COMPANY, ROCK) GORIS•AND JOHN BONA, LOT 5 AND THE WEST 25 FEET OF LOT 4, BLOCK 3, "EARLETON SHORES; COLDWF'LL BANKERS MORTGAGE, ITS SUCCESSORS' ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 43, PAGE 80, ANDIOR ASSIGNS AS THEIR CREST NIAYAPPEAR OF THE PUBLIC RgCORDS OF )wAmi-DADE CC)UNTY, FLORIDA. SURVEYOR'S NOTES: 1) NOT VAUD UNLESS SIGNATURE IS EMBOSSED WITH THE REGISTERED LAND SURVEYORS SEAL 2) LEGAL DESCRIPTION PROVIDED BY OTHERS 3) PROPERTIES SHOWN HEREON WERE NOTABSTRACTED FOR-EEASEMENTS OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PROPERTYPLAT OF RECORD. THE EAST 50' OF 4jA5W REMENTS TO WOOD FENCES ARE TO OUTSIDE OF WOOD_._ . LOT 4 BLOCK - 3 UNDERGROUND UTILITIES FOUNDATIONS O O J. — , U.E.-� . 900.40` R I.R. .>=FnL-E -- WEST --5 ��_--� p LOT -/6 LOT -/7 BLOCK - 3 BLOCK - 3 9 PROPERTY OF: ROCIO GORIS.AND JOHN BONA, 1260 N.E. 98th STREET, MIAMI SHORES, FLORIDA 33x38 :M: # B-62 ELEV. = 8.67 MIAMI -DARE COUNM GARAGE ELEV.= 6.63 SRP= %i RR' 1� 5) R THER IMPROVEMENTS, IFIvy Y, WERE1110T LOCATM 6) ELEVATIONS, IF SHOWNARE BASED ON NATIONAL GEODEM VERTICAL DATUM 1929. 7) FENCE OWNERSHIP NOT DETERMINED UNLESS OTHERWISE NOTED. 8) MEASUREMENTS TO WIRE FENCES ARE TO CENTER OF WIRE 9). WALL, MEASUREMENTS ARE TO/FROM FACE OF WALL 10) DRAWING DISTANCE BEIYIEE'N WAu-sAND/OR FENCES AND PROPERTY LINES MAYBE EXAGGERATED FOR CLARITY. 11) FLOOD ZONE INFORMATION WAS DERNED FROM FEDERAL EMERGENCY MANAGEMENTAGENCY FLOOD INFORMATION RATE MAPS 12) BEARINGS IFAMYSHOWNARE BASED ONASSUMED PLAT MERIDIANAT: SOUTHERLYRIGHT OF WAY OF N.E. 98th STREET (EAST) LEGEND LC.V IRRIGATION CONTROL VALVE PLS PROFESSIONAL LAND SURVEYOR WV WATER VALVE A/C AIR CONDITIONER LP. 1RONPPE PSM PROFESSIONAL SURVEYORAND MAPPER W.U.P. WOODU7XfTYPOLE AVE AVENUE FPL FLORIDAPOWER & LIGHT PL PROPERTYLWE BLVD. BOULEVARD FLP. FOUND /RONPIPE P.O.B. POWTOFBEG/NNIMIG SM BENCHMARK F.LR FOUND M40NROD P.O.C. POWTOFCX)mmavCEMENT CATV CMETBEVISIONSOX FND FOUND P.R.C. POWTOFREVERSECURVATURE C.B. CATCHBASIN L ARCLENGW P.Rbi PEZMNVENTREFERENCEMONUMENT SYMBOLS CBS CONCRETEBLOCKSTRUCTORE (L) LEGAL P.T. POWTOFTANGENCY CO CRETE CHB CHORDSEARWG L.P. UGHTPOLE R RADIUS OVERHEADUTXfTYLINES CH CHORD DISTANCE LB LICENSED BUSINESS (R) RECORD WM4EFEVCE COR CORNER LS LAND SURVEYOR RE RWELEVA77ON WOODFEWE Cr -COURT (M) MEASURED RM/ RICHT-OFWAY PROPERTYCORNER f ' CETfTERIJNE NGVD NA7M4L6EODE71CV907C4LDATUMSAAL SANITARY WATEiFLOW CL CLE4R IYOID NOTm6V7119/4BLE SJP. SETIRONPIPE 9W ppS7WGGRADEELEV4770N CONC. CONCRETE NO. NUMBER, SJA SETJROIV ROD --gffl PROPOSED ORWEELEVATION C.O. CLEANOUT NTS NOTTOWALE ST STREET ►a WATER VALVE E9. E.ECMCBOX DAB oi11CALRECORD BOOK T TANGENT sIGN EiEV. ELEVA77ONON/PL C?NPItOPERTYLpVE TSM 7E7920RARYBE7NGilMARK DRAWAGEMANI.ICKE ENCR ENCROACHMENT O.II-L OVEMEADUT917YUNES TEL TELEPHOW SWITARYMANHOLE ERP. ELEI/ATIONREFERENCEPOWT P.C. POWrOFCURVATURE TYP TYPICAL 6 FIREHlDRANT F.F. FW1SHr-LOOK PCC PV%NrOFC0MPOUNDCURVA7URE UE UTILITYE'ASEMENT LIGH7WGF7I7XW FJ -L FIRE•HYDRANr P.C.P. PSOMNS CONTROL'POWT WML WATERMETER t7 F#wDE7'ARmmvrCONNECTIoN I H REBYCERTIFYTHATTH1S•$URVEY'CONFORMSTO THE MINIMUM TECHNICAL STANDARDS OF LAND SURVEYING IN THE STATE &FLORIDA, AS OUTUNED IN RULES 5J-17, (FLORIDAADM/MS'TRATNE CODE), AS ADOPTED BY THE DEPARTMENT OF AGRICULTURE .AND CONSUMER SERVICES, BOARD OF NOT VAUD W/THOUT?HE SIGNATUREe AND THE PROFESSIONAL SURVEYORS AND MAPPERS IN )RIGINAL RAISED SEAL OFA FLORIDA LICENSED SEPTEMER 1981, AS AMENDED, PURSUANT TO SURVEYOR AND MAPPER CHAPTER 472027 OF THE FLORIDA STATUTES, AND IS TRUEAND CORRECT TO THE BESTOFMY KNOWLEDGE AND BELIEF. FRANCISCO F. FAJARDO FLORIDA PROFESSIONAL SURVEYOR AND MAPPER REGISTRATION NO. 4767. PROFESS10I11AL SURVEYING AND, MAPPING LANNES & GARCIA, INC. LB # 2098 FRANCISCO F. FAJARDO PSM # 4767 (QUALIFIER) 385 ALHAMBRA CIRCLE :SUITE C, CORAL GABLES, FLORIDA 33134 PH (305) 666-7909 FAX (305) 559-3002 SCALE 1- = 20' I DRAWN BY PAUL I DWG. No.: 235116 I H REBYCERTIFYTHATTH1S•$URVEY'CONFORMSTO THE MINIMUM TECHNICAL STANDARDS OF LAND SURVEYING IN THE STATE &FLORIDA, AS OUTUNED IN RULES 5J-17, (FLORIDAADM/MS'TRATNE CODE), AS ADOPTED BY THE DEPARTMENT OF AGRICULTURE .AND CONSUMER SERVICES, BOARD OF NOT VAUD W/THOUT?HE SIGNATUREe AND THE PROFESSIONAL SURVEYORS AND MAPPERS IN )RIGINAL RAISED SEAL OFA FLORIDA LICENSED SEPTEMER 1981, AS AMENDED, PURSUANT TO SURVEYOR AND MAPPER CHAPTER 472027 OF THE FLORIDA STATUTES, AND IS TRUEAND CORRECT TO THE BESTOFMY KNOWLEDGE AND BELIEF. FRANCISCO F. FAJARDO FLORIDA PROFESSIONAL SURVEYOR AND MAPPER REGISTRATION NO. 4767. PROFESS10I11AL SURVEYING AND, MAPPING LANNES & GARCIA, INC. LB # 2098 FRANCISCO F. FAJARDO PSM # 4767 (QUALIFIER) 385 ALHAMBRA CIRCLE :SUITE C, CORAL GABLES, FLORIDA 33134 PH (305) 666-7909 FAX (305) 559-3002 SCALE 1- = 20' I DRAWN BY PAUL I DWG. No.: 235116