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1155 NE 100 St (7)Permit No J /i APPLICATION FOR ELECTRICAL PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building ot other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Fits.ida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulation's of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address Kt T.T.1.1C. ... } .115$ 13 2...1.0.0 SrktairNo Street Registered Architect and /or Engines . 4 IL,,,r. L'I i n Elcctri a!1'e a w er O 2 s t.,.. 4 +�.1 ..11.,. !T� 91'1�..1�?.41 .�..�.Ddo..s�'ll - ... ...... .Street y Gi2•"Z. O n I�gal Deecnpti"ort' Lot // Block / 2 1 Subdivision... `Y'�� vscreet and Number where work is to be performed —No s1 5 ... 14 IL. ..a.(,1.0" SIT.Pralti Strttt fate work to be performed and purpose of building (By Floors) W..t.!4N.Alt,... D x{.—.....1r..ww... New Building Remodeling Addition Repairs No. of Stories Service Overhead Site Feeders Conduit Main Sw Amps Main Fuses Amps Underground Type of Installation -- Conduit Tubing ... B.X.L .Metal Moulding Amount of Permit $ STATE OF FLORIDA, 1 COUNTY OF DADE. as. MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT Date 7 2.14 /0 (SignedIkebAfigue Electrical Inspector. The undersigned applicant for this building permit does hereby certify that he understanos and accepts his obligations u an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or subcontractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Muter Electrician. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re-inspection fee of $1.00 will be made when such re-inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. SWITCH 0 LIGHT OUTLETS PLUG RCCE'P'T'8 FIXTURES NO LAMP. RE /1 OUTLET IRON OUTLET RANGE OUTLET RANGE CONN. WATER HEATER W. HEAT. CONN. SPACE H STRIP N TOTAL CONTR. LIST CHECK ENT. SW. DIRT. CAS. SERVICE TEMP. SERVICE PERM. MOTORS 0.1 NP MOTORS 1•S HP NEON TRANS. RADIO _ TOTAL • CONTR. LIST CHECK Permit No J /i APPLICATION FOR ELECTRICAL PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building ot other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Fits.ida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulation's of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address Kt T.T.1.1C. ... } .115$ 13 2...1.0.0 SrktairNo Street Registered Architect and /or Engines . 4 IL,,,r. L'I i n Elcctri a!1'e a w er O 2 s t.,.. 4 +�.1 ..11.,. !T� 91'1�..1�?.41 .�..�.Ddo..s�'ll - ... ...... .Street y Gi2•"Z. O n I�gal Deecnpti"ort' Lot // Block / 2 1 Subdivision... `Y'�� vscreet and Number where work is to be performed —No s1 5 ... 14 IL. ..a.(,1.0" SIT.Pralti Strttt fate work to be performed and purpose of building (By Floors) W..t.!4N.Alt,... D x{.—.....1r..ww... New Building Remodeling Addition Repairs No. of Stories Service Overhead Site Feeders Conduit Main Sw Amps Main Fuses Amps Underground Type of Installation -- Conduit Tubing ... B.X.L .Metal Moulding Amount of Permit $ STATE OF FLORIDA, 1 COUNTY OF DADE. as. MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT Date 7 2.14 /0 (SignedIkebAfigue Electrical Inspector. The undersigned applicant for this building permit does hereby certify that he understanos and accepts his obligations u an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or subcontractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Muter Electrician. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re-inspection fee of $1.00 will be made when such re-inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date, Tll1 9 19 90 Owner's Name and Address Eve Mittler No. 751 -8171 St reet 11 54 NEJOO Si. Registered Architect andior Engineer _NligueLParlade' P.E. 28550 Name and address of licensed contractor Chal l enger Pools, 4500 .1. 1lniversify Drive Tanlderhi 11, F1_33351 Location and legal description of lot to be built on: Lo Street and Number where work is to be done 11 5 .-E. 1QO th_Stree t State work to be done and purpose of building (by floors). state exterior colors (submit samplesl_sti.00114 I u p L J and for no other purpose. New Building Remodeling Additioft Repairs No. of Stories To be constructed of ,t� n Kind of foundation Roof Covering Estimated Total cost of improvements S 1 V 5 © Amount of Permit S 1 � Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966. Compiled General Laws of Florida. Permanent Supplement. and has complied with the provisions thereof. and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit: and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to e• . .y only such subcontractors, on work to be performed under this permit. as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA COUNTY OF DADE. ss Before me, the undersigned authority. a notary public. duly authorized to administer oaths and take acknowledgments, personally appeared to me well known. and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application. and that he did sign the same. and that all facts therein by him stated are true. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Bloc Date a Permit No. Disapproved (Signed) Building Inspector Date Read. Sworn to and Subscribed before me. Subdivision ZH £& ' ff &/`' /1 146;1 /f 07. 1 Notary Public. State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of S25.00 will be made for making corrections_or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 525.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials andior workmanship. tip. Permit No. Owner's Name and Address Ale MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT (Signed) [" AD cP 02 028 2 STATE OF FLORIDA, ss. COUNTY OF DADE. ,2a.3 -0766 Date F- �-7 Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during the progress of work. Street 1/S // • 4• /ad . / TT / n / �, ^ No. ` Employing Plumber's Name Registered Architect and/or Engineer av WA /J9I /2I / �C- � V/ � � - ius /� No St reet �I Location and Legal Description Lot / / 1 / Block / ( " Su ivision � ` `li)• Ji2k / e. , Street and Number where work is to be performed — Na /XS ^ / Q 0 // - 8 /13,91:3S / f o 33•/ A • Street 1 �� J L State work to be performed and purpose of building (By Floors) V `` c� f (iv- rrofidG New Building Remodeling Addition Repairs No. of Stories Size Septic Tank Type of Tank Capacity Gals. Feet of Drain Tile Dist. Feet of Tank or Drain Field from Well Nature of Water Supply: City • Well Size of Soakage Pit '+s Amount of Permit $ 00 (Signed) ` Y >` `�1 `� •f Plumbing Inspector The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub-contractors, on work to be performed under this permit, as are licensed by Miami Shge. Master Plumber. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $25.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and/or workmanship. CLOSETS BATH TUBS SHOWERS LAVA• TORIES SINKS SLOP SINKS LAUNDRY TUBS URINALS CATCH BASIN FLOOR DRAIN DRINKING FOUNTAINS TOTAL FIXTURES CONTR. LIST CHECK SEPTIC TANK SEWER CONN. DRAIN FIELD SOAKAGE PIT GREASE TRAP SOLAR HEATER DEEP WELL SPRKLR. SYSTEM SWIM'G. POOL CONTR. LIST CHECK Permit No. Owner's Name and Address Ale MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT (Signed) [" AD cP 02 028 2 STATE OF FLORIDA, ss. COUNTY OF DADE. ,2a.3 -0766 Date F- �-7 Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during the progress of work. Street 1/S // • 4• /ad . / TT / n / �, ^ No. ` Employing Plumber's Name Registered Architect and/or Engineer av WA /J9I /2I / �C- � V/ � � - ius /� No St reet �I Location and Legal Description Lot / / 1 / Block / ( " Su ivision � ` `li)• Ji2k / e. , Street and Number where work is to be performed — Na /XS ^ / Q 0 // - 8 /13,91:3S / f o 33•/ A • Street 1 �� J L State work to be performed and purpose of building (By Floors) V `` c� f (iv- rrofidG New Building Remodeling Addition Repairs No. of Stories Size Septic Tank Type of Tank Capacity Gals. Feet of Drain Tile Dist. Feet of Tank or Drain Field from Well Nature of Water Supply: City • Well Size of Soakage Pit '+s Amount of Permit $ 00 (Signed) ` Y >` `�1 `� •f Plumbing Inspector The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub-contractors, on work to be performed under this permit, as are licensed by Miami Shge. Master Plumber. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $25.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and/or workmanship. 1IIALLENGER POOLS MIGUEL PARLADE P.E. 1236 SEVILLA AVENUE CORAL GABLES . FLORIDA NORTH 1 1 1 • 77.o0 MI OM 4 ' j 15',c 3 pooL 1 119EI i1 1 .1175. p O' 31 1 N . IooI STREET MI NMI EVE MITTLER 1155 N.E. 100 ST. MIAMI SHORES, FL. 0 LEGAL DESCRIPTION: LOT 12 BLOCK 177 OF REVISED PLAT OF TRACTS. 175 A, 175 B, 175 C, 176 A, 176 B, 176 C, 177 A, 177 B, & 178 A, OF THE REVISED PLAT OF MIAMI SHORES, SECTION 8, MIAMI SHORES VILLAS. w f 301d GENERAL SPECIFICATIONS-. JOB NO. APE-%4f - SIZE 1 Z X &• I oonvi 3 I TO 6 1 SF 3 6 PER. 7 6 TEMP NO. POOL CAPACITY I 2 6 g GALS FILTER 4A4T 7s saFT. !PUMP , /,4. HP. TILE: 6 BRICK: DECIUNG: )(.001., Ote C. SO. FT. 3O FOOTER$: 6 6 D.O.D. ".." uGHT: HALO 6eN1 WATTS: 75 SWIMOUT: lb " K 4 i BENCH: "...0 LADDER: e....../ HANDRAIL: pi SKIMMER: 1 WW1 DRAIN: I RETURN UNES: OTY: - 5 TYPE: WA. Li ELECTRICAL HOOKUP: 1 I4CL UNDERWATER VACUUM WHOSE: MAINTENANCE KIT: IN c L . 1 :0 S3' POOL CLEANER: "...... CHLORINATOR: ".-.) IED AT SAL SPA SEE: ^-...■ JETS: "..... FENCE: 1:7-c aw N STUMPS: SCREEN: /...... l ig IM CD 0 1 - minaciPaurr: OA 0 e SET BACKS: SIDE ) / REAR HOUSE 6 NOTES: H 1606 - ris-r--4.0 to- SV 11144 1:xs/ OH LI RAI— DESIGNER • coo 'DATE . 14 . 1 6 SWIMMING POOL 4 1-11 r o e s 1 1 r-1- . I 0 0 city M iMi .51 Phone ( 751 ) 8111 LEGAL DESCRIPTION LOTIIBLIC.121SUM. S l i e r i-A-3 __.-- BOOK LOCATION _PAGE 1 Is.00 IMP • CHALLENGER • POOLS sumac ODE (SFBC). STREWTH OF 2500 PSI 1D ASIN A615, GRADE BE BENT, IAPPfD AND 16031EIRCI IG STEEL 10 BE PERTINENT O3ES ALL ENGINEER ASSURES NO PLOT PI/1!S NOT INDICATED. POOL L DFS IF NECESSARY. AND POOL. CONTRACICR SAIL BE.RET EILISTINC STRUCTURES IITE DESIGN 12GIOIER SAIL BE 024'ACTID CR ANY TYPES Cr DI THEIR tNITREIY, 12" DUB LAYERS. MATERIALS (DIE 10 REDESIGNED EOS ELITES. SHALL BE EMPLOYED. OF THE SIP/CRIME BEHIND 'DEEM 7HE I SNAIL BY THE PROPERTY WHERE CONCRETE IitTEQNT, SNIFF THE DIFFERENCE OF HEAD PROVIDED TO PREVENT HYDROSTATIC RELIEF THAT THE POD. WILL BACREIL . SAIL BE PIAC•D IN 12" 'DICK-• MMl@!N DENSITY. INCLUDE FLOOR, WALLS, SAFETY REQUIREMENTS. DEPTH, AND SPECIALLY VACUUM FITTING (IF REQUIRED) TO BE MOUNTED ABOUT 12" BELOW THE LIP OF THE GUTTER TO BE PROVIDED W/ PLUGS OR COVERED AT ALL TIMES 1614 T° I`P no.I SIZE 8 DEPTH CAPACITY PERIMETER PUMP FILTER HEATER POOL CLEANER DECKING EXIT RAILINGS COPING TURNOVER : , ANCHOR SOCKET S3 TUBE 8.1/2" RUBBER BUMPER • LADDER DETAIL HANDRADS, LADDERS, ESCUICHECES, POOL LIGHTS AND OTHER EQUIPMENT ID BE DSTAIL1D AND ANCHORED AS PER MANIJFAC UI= RECOMENDATIONS 2'x4" TIMBERS OR 6'STL. CHANNELS 1 36 "h■FRC 1/2" PLYWOOD hua! =1• Utll °11111 IIII= 2 "x4 "TIMBERS OR 6 "STEEL CHANNELS DRIVEN 36" BELOW GROUND (MIN.) SECTION-SHORING DTL. SEE WATER LEVEL STEPS 2,14 8 Is12 GREEN TO IP•I5 A.CB. IN - ' PANEL IN I/2 "PVC 1 4 1...1. 5WITC14 JUNCTION BOX APPR. LIGHT NICHE 300W. - 12 VOLTS NON FUSES W.P. DISCONNECT SWITCH `Xr 120 V. TO 12 V. @ Ts APPROVED TRANSF. LITE I "PVC CONE 8 3/C s 10 APPROVED LIGHT CORD 4' -0" MINIMUM JUNCTION 80X TOP OF FIXTURE STAINLESS STEEL LIGHT NICHE SECTION- UNDER WATER LIGHT ALL HZ2ICAL AMR SELL CONFORM TO THE NATURAL ELECTRICAL OOE WITH SPECIFIC ATTTE 'ICI 20 ARTICLE 680. ND OVERHEAD EAD OB GRATED WIRES WITHIN A MINIMUM OF 10 Fr. OF POLO. OR AS 10 OWLY W/ PERTINENT CRIES. RAISE ABOVE GROUND Wilt 8 GROUND WIRE PUMP MOTOR TIME SWITCH IN W.P. ENCLOSURE a GROUND WIRE TO ALL METAL EQUIPMENT OR BRASS CONDUIT 2t12 a 1112 GREEN IN I/2" COND. TO 2P•20A.C.B.IN PNL ELECTRICAL DIAGRAM 0 0 ELECTRICAL NOTES •PROVIDE GROUND FAULT RECEPT. BETWEEN 10' 815' OF POOL. •SEPARATE CIRCUITS FOR MOTOR 8 LIGHT •GROUND ALL BOXES, LIGHT, MOTOR, LADDER, ETC. W/ s8 WIRE.(GROUND TO MAIN PANEL) 11111 = IIII,' 111111 =1111 =11111 = -1 11111 -11111 —IIII W /PR ERTINENT C COD SOIL STATEMENT 17d Z o 3 10 "MIN. TREAD 12' MAX.RISER IIII -111 �,iu �� = 1111= IIIII�1111° — Hill= nnl =niu , I' SLOPE NOT T TO 5 FTTDEPTH EXCEED OS TO SOIL CONDITIONS AT THIS SITE ARE ADEQUATE TO SUPPORT THE DESIGN LOAD OF 2,000PSF. IF OTHER CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION, STOP THE WORK AND NOTIFY THE ENGINEER. AFTER CONSTRUCTION FOR REPAIRS OR ANY OTHER REASON. FT PRESSURE BENEATH THE POOL MUST BE ELIMINATED TO . OM FLOATING UPWARD. THE OWNER MUST CONSULT A POOL I CED IN ELIMINATING UPLIFT PRESSURES POOL DATA a EQUIPMENT X. 153/3ito GI 3 /4 I�•P CART• 75 Le•oo L V�L .� ►M -� -T' Qy . �✓1� -16 10 F}r3• CM00 WATER LEVEL ELEVATION POOL DEPTH LOW POINT POOL LEVEL FLOOD CRITERIA F. L. DEPTH LEVEL LESS HYDROVERTICAL HYDROSTATIC UPLIFT SEE PLAN* WATER LINE FOR WALL B FLR. THICKNESS SEE Q , FROM Ist.SLOPE CHAN9E"1.Q NOTE no. I BELOW TO WATER DEPTH OF 5 -6 LOPESHALL NOT NOTE. IF FIN. FLR. ELEVATION I3 NOT KNOWN, POOL BOTTOM ELEV. BASED ON CROWN OF ROAD BEING AT FLOOD CRITERIA AND GRADING OF SITE 1.5' ABOVE CROWN OF ROAD. CONTRACTOR TO VERIFY FLOTATION ANALYSIS 6.75 6.6o .75 s_00 4.25 2 .0o 2. 25 WATER DEPTH IN SHALLOW END 2'-9" MAXIMUM, VERTICAL OF 2'-3" FROM WHICH POW TANGENT RADIUS CR VERTICAL SECTION CAN BE USED IO JOIN THE WALL SffiTQ1 TO FLOOR GRAVEL — MIN. SOIL BEARING CAPACITY' 2,000PSI 1.1/4" HYDRO VALVE TYP. POOL SECTION A MAIN DRAIN (r0' • 0" NOTE no.l WALL THICKNESS PLACED CONCRETE 6UNITE FLOOR THICKNESS PLACED CONCRETE GUNITE SEE PLAN* POOL BOTTOM E � I2 x 9 x 9 SUMP PRECAST CONC. OR RUST- PROOF FIBERGLASS MAIN DRAIN (SEE DETAIL) MAID DRAIN COVER W/ APPR. ANTI-VO RCEX SAL HAVE A FULL PLATE AREA CF AT LEAST 5 TIME'S THAT Or 'DIE OF THE SD¢a•. Imo. SECURE MAIN GRATE W17H S TAM PROF SCREWS AND SUCTIONS W A NAL VHDCITT OF 1.5 FEET PER SHCac. NOTES top butt. 8" Emin. S min. 6" 8" 8 "tbru 10" COPING (SEE PLAN) WASTE TYR WALL SECTION R SbaH FREE AREA OF Al IFAST 5 TIMES THE Di CROSS SFIrICIN OF e SUCTION LINE. PROVIDE DECK OR ME & MERE MM. PROVIDE SI 4*2 SKDt TERM' PROVIDE 4R AIR VENTS VENTING 10 AT 4 PIP SE WHIT SANE DIANEER OF SULZTON LINE SITE GLASS RETURN LINE I.1 /2" SKIMMER ANTI VORTEX DRAIN VARIES (SEE POOL PLAN) 4 "CONC. SLAB W/ 6 x 6 10 /10 W.W.M. REINF. I /4 "p sr FT. SLOPE 8 "x 8" THICKENED EDGE L W/ 1 P 5 REBAR CONT. COMPACTED FILL ■ 3 at FE' E.W. FOR B" THICK (MIN. )WALLS .FOR WALL THICKNESS SEE NOTE no. 1 BELOW *3 at 9" E W. SIDES a 8" MINIMUM CONC. FLR. at t7 POOL BOTT. W(s3 o/c E.W. (FOR 8'THICK. ' POOL FLOOR) STEEL TEXT FORM OR KRAFTBOARD FOR THICKNESS SEE FOOL SECTION & NOTE no.1 BELOW FILTER MAIN DRAIN %;›,- HAIR 8 LINT CATCHER 2" PIPING ISOMETRIC FILTER BAQ(W M. ASH SHALL COMPLY WITH SECT. 5004 OF THE S.F.B.C. FIN. GROUND BOTTOM OF POOL 6%.1. CONC. - AROUND {{ DRAIN I 1 /4" HYDRO VALVE COLLECTOR TUBE MAIN DRAIN, DETAIL. • AIR RELIEF VALVE PRESSURE GAUGES PUMP CHALLENGER je zoLs MI. G{J PARLADE P.E. 1236 SEVILLA AVENUE CORAL GABLES , FLORIDA • D. • ALL PO OOKSTRuznav SMAU. moms WITH CHAPTER 50 OF SOUTH FTORIDA • POOH. fl LS AND WALLS 10 BE &CARE) GNTIE CONC. W 28 DAYS IONDilt COMP. • RENEWING W NNG STEEL SHALL BE NEW, DEFORMED BARS OF BILLET S1FII. 10 CT IIW 40 093011121). ALL BARS &JAIL. BE FREE MT DUST, SCAMS, , OIL, A SHATL NAM AOXRDIT6 10 CURRENT ACI 318 STAMIIIARDS AND ST�ICATICKS. CENTERED (2" KINDER COVER) AS SI i IN IRAWDES. • PLJ1. DC DSTALLATI03 TO CDNFLBN 10 PLUMING CODE & 10 COTt' Y WITH AIL I. PIPING ID BE SCHED. 40 (MAIN [RAIN SCE 0 . 80) BEARING E Fa SEAL. • WHERE PATIOS ARE INDICATED, PATIO DESIGN SHALL BE BY OTHERS. mum . THE um RFSPOSIBI.Irt LRB POOL �b1RDCTICN IN MENE CB REQUIRED SETBACKS. OM PREPARED FR LEGAL =VMS CF THE EXISTING I1Ur AND RESIDENCE ARE SO CONTRACICR STALL VERIFY ALL DD&ISICNS IN THE FIELD AND FSTABL.LSR EDT' POOL cam= AND/OR CRIER SHALL SHA VERIFY LAYOUT PRIOR TO CDNSTRUCTIOI LOCUM OF UTI.TTIYS AT THE SIB. MOM CFARANXES SHALL BE HELD AND BY LOCAL RFIi2A1� Y ALiIA Y IN GENERAL. • IN ALL CASES THE FOOL. WNDtAL10R SHALL 'LIKE ALL PREMITOIS 10 mar= FBON MOIRE, BY SEHCRD I1 G, UNNO RING, OR ANY OTHER METHOD REQUIRED. ACTS NO RE3PC SIBILTIY . SAFETY OF Emma STRUCTURES. • ND POI. SHALL. BEAR C1 ANY TYPE OF SOILS HST CIFAN SAND OR ROCK lima 10 PROVIDE A SAFE BEARING CAPACITY CF 2000 PSF. ANY ORGANICS, KARL, I 1 TTOUS ND�S. EPCDIN1 OI I 'AVATION SAIL BE MOVED ammo) D) AM THE AREA SHALL BE BM: MUM W/ AlD�TAME SOILS AND COMPACTED IN WHERE THE POOL. C]NIRACIOR CUMIN REMOVE THE CRGANICS CM IYIITERICNS WHATEVER CAUSES) AND ADEQUATE SUPPORT PROVIDED, THE POOL WILL BE • WHERE POOL ABUT CN ARE PRA= NEARBY SEAWALLS OR BULKHEADS, SPECIAL CARE X D THE WILLS SHALL BE IN GOOD mar PI18QITING SHIFTING OR LOOSENING G THE SOIL AWAY FRMI THE POOL. IF T WAILS DO NOT FULLY I ITAI N THE SOIIS ® BE REPLACED CR REPAIRED. CONTINUAL MAINZ 2W CE OF THE WAILS IS REQUIRED C1&R. WHEN EIXAVATING FLEE POOL, THE SEAWALL TIEBACKS SHALL 1S BE CUT FALLS Mk/ATOMS, FAI WITHIN TMk/ATOMS, OR WHERE DANGER OF DAMAGE IS ENGINEER FOR I FOR WRIT [1CTIONS• • A REGULAR AR SWDi4El; POOL HEMOSTATIC RELIEF VALVE SHALL BE CREDITED FOR BETWEEN N POOL BOOM AND FLOOD cures A. A GOOD I STAILA1IOi IS 10 BE THAT THE VALVE GIS FILLED WITH DIRT AND SLOPS WORKING. PO•STTICI THE VALVE 10 BALANCE THE POOL AS THE UPLIFT R RCESS ARE ACTING CM THE POOL SO NOT TIP OVER ID ONE SIDE. OLO • THE P. OONIRACRE SHALL 11400111. THE POOL T PO SHELL. AND PATIO W/ CAIDIQI. ACO:PFLIS WITH CLEAN SAND FREE OF ORGANIC MATERIALS AND SAIL BE LAYERS. EACH LAYER SAIL BE CONPACI D 10 A H1NIM2t 90Z OF THE SOILS 'AREAS OF POOL AND POOL SHALL. BE PROVIDED WITH 111 -SLIP FINISH TO COPING AND STEPS. DESIGN MNGINEfR IS MDT RLSPOSDHLE FCR VARIATIONS IN • N O DIVING BOARD AND DIVING IS ALUM ON ANY POOLS LESS THAN 8' IN POD DESIGNED FCR DIVING. THIS S IS MDT DESIGNED FOR DIVING. SWIM-OUT DETAIL I-I /2" PVC PIPE SCHED. 40 GENERAL NOTES 7 d' Z e SEE NOTE FOR SIZES SEE TYP. WALL FOR REINS SPA POOL DETAIL WARNING: TO EMPTY P00 THE HYDROSTATIC UPLIF THE POOL FR CONTRACTOR EXPERIE TERRA FIX FABRIC DRYWELL DETAIL DISPOSAL OF POOL WATER SHALL TERMINATE INTO A 3'x3'x3' (1 CU.YD.) DRYWELL FILLED WIL'DH CRUSHED S TETE WHERE APPLICABLE. THESE PLANS ARE APPROVED FOR ISSUANCE OF A BUILDING PERMIT VARIANCE(S) LISTED IN "REMARKS" MIAMI SHORES BUILDING AND ZONING UNLESS SPECIFICALLY LISTED BELOW. MID COUNTY LAWS MUST BE COMPLIED Authorized Signature Date • WITH NO VARIANCES • WITH NO OTHER DEVIJITIO'!S FROM THE ORDINANCES WILL BE PERMITTED, ALL OTHER APPLICABLE STATE WITH BY ALL PARTIES. FIRE DEPARTMENT PUBLIC WORI(S POLICE DEPARTMENT BUILDING DIRECTOR i g it i--. i ( IJJ ga PLANNING & ZONING SOAID VILLAGE COUNCIL APPROVAL PRELIMINARY: FINAL: REMARKS: COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED BY MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & SUB CONTRACTORS ARE CHARGED WITH T! KNOWLEDGE OF ALL BUILD- ING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN. • 15.00' L,J >. te a. a_ L1) FIR 1/2 NO ID I 0.80' O O N LOT 11 ON BLOCK 177 0.90' 0 O M Z O U cJ N RP ID o " O °1 °o • \ \ A/C \� 117.87'(R &M) J 0 - O N a LOCATION MAP NOT TO SCALE LOT 12 BLOCK 177 ONE STORY CBS co RESIDENCE #1155 26.70' /G1 / - WOOD DECK - 16.70' O O N / 28.1 0 117.87'(R &M) o LOT 10 BLOCK 177 25.00' ' `" 2.5' RIBBONS 27.93' FIR 1/2" NO ID PLANTER FIR 1/2" NO ID atS O O N 50.00' WELL.) FH ASPHALT • DRIVEWAY •• ..............•• WM ❑ 50.00' 0 • a • ._ a N NAIL• 7 20' 10' 0' 20' GRAPHIC SCALE SCALE: 1"=20' BOUNDARY SURVEY PROPERTY ADDRESS: 1155 NE 100TH STREET, MIAMI SHORES, FLORIDA 33138 -2601 LEGAL DESCRIPTION: LOT 11, BLOCK 177, REVISED PLAT 175A, 1758, 175C, 176A, 1768, 176C, 177A 1778, AND 1 78A OF THE REVISED PLAT OF MIAMI SHORES SECTION 8, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 43 AT PAGE 67 OF THE PUBLIC RECORDS OF MIAMI -DADE, COUNTY FLORIDA FOLIO No. 11- 3205 - 019 -0331 FLOOD INFORMATION: COMMUNITY ' 120652, PANEL: 0093, SUFFIX "J" FL000 ZONE: AE" DATED MARCH 02, 1994 REVISED: JULY 17, 1995 SURVEYOR'S NOTES: 1.- THE ABOVE CAPTIONED PROPERTY WAS SURVEYED AND DESCRIBED BASED ON THE ABOVE LEGAL DESCRIPTION PROVIDED BY THE CLIENT. 2.- 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. 3.- OWNERSHIP SUBJECT TO OPINION OF TITLE. 4.- ACCURACY: THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. 5.- THIS PLAN OF SURVEY DOES REFLECT ALL EASEMENTS AND RIGHTS OF WAY AS SHOWN ON REFERENCED PLAT. 6. - FOUNDATIONS AND /OR FOOTINGS THAT MAY CROSS BEYOND THE BOUNDARY LINES OF THE PARCEL HEREIN DESCRIBED ARE NOT SHOWN HEREON. 7.- THERE ARE NO ABOVE GROUND ENCROACHMENTS UNLESS SHOWN HEREON. 8.- THE SURVEYOR DOES NOT DETERMINE FENCE AND /OR WALL OWNERSHIP. 9.- TYPE OF SURVEY: BOUNDARY SURVEY. 10. - NORTH ARROW DIRECTION AND BEARINGS SHOWN HEREON ARE BASED ON RECORDED PLAT BOOK 43 AT PAGE 67 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. 11.- THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS AND DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 12.- ELEVATIONS WHEN SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM. 13.- BENCH MARK USED: N/A 14.- THIS SURVEY MEETS ALL APPLICABLES REQUIREMENTES OF THE FLORIDA MINIMUM TECHNICAL STANDARDS AS CONTAINED IN CHAPTER 61G17 -6 FAC. 15.- THIS SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY. 16.- THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF ENTITIES NAMED HEREON. THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. * EVELYN M. RUSS LEGEND A/C CONC CBS COL BT CB PRM AIR CONDITIONER CONCRETE CONCRETE BLOCK STRUCTURE COLUMN BUILDING 11E CATCH BASIN PERMANENT REFERECE MONUMENT ELEC TEL FIR LB FDH PL FIP OHL SS ELECTRICAL TELEPHONE FOUND IRON REBAR LICENSED BUSINESS FOUND DRILL HOLE PROPERTY LINE FOUND IRON PIPE OVERHEAD LINE SANITARY SEWER PSM UE FPL M R &M R/W WP WM FND PROFESSIONAL SURVEYOR & MAPPER UTILITY EASEMENT FLORIDA POWER & LIGHT MEASURED RECORD AND MEASURED RIGHT OF WAY WOOD POLE WATER METER FOUND R A D T —� /— CENTER LINE RADIUS ARC DELTA TANGENT WOOD FENCE CHAIN LINK FENCE IRON FENCE ELEVATION PSM & ASSOCIATES, P.A. PROFESSIONAL SURVEYOR AND MAPPER & DEVELOPMENT CONSULTANT 311 NW 136TH AVENUE, MIAMI, FLORIDA 33182 Telefax: 305- 226 -4337 Cellular: 305- 979 -6087 E -mail: diasol@stis.net FIELD DATE: 07 -15 -03 FIELD BOOK: FILE JOB NO: PS -344 REVISED: REVISED: a 6 " 4 et 4-e-C � PILAR SOLER, PSM S7A TE OF FLORIDA No. 6310 LB #7149 aa DATE: O"2 �1� 15.0d 4.50'. FIR 1/2" NO ID I 0.80' 0.90' LOT 11 0 BLOCK 177 Z 0 0 in N [ FIP 1/2' 1 NO ID o • :10 xo 0 0 N a \ \ A/C 13.15V 7. 0 Qi LOCATION MAP NOT TO SCALE . - WOOD DECK 1 6.70' LOT 12 BLOCK 177 117.87'(R &M) (a2V �� ONE STORY CBS RESIDENCE #1155 26.70' / / O 0 N i 44.55' /28.1 117.87'(R &M) o LOT 10 BLOCK 177 j 1 A r 9.05' 11 / 6.05' FIR 1/2" NO ID ,t-e; 25.00' `' 2.5' RIBBONS 27.93 PLANTER 90. (41;) ss FIR 1/2" NO ID O O N 50.00' WELLO FH ASPHALT DRIVEWAY WM 0 50.00' 20' J 2 a 10' 0' 0 GRAPHIC SCALE SCALE: 1"=20' • END NAIL W z. 20' BOUNDARY SURVEY PROPERTY ADDRESS: 1155 NE 100TH STREET, MIAMI SHORES, FLORIDA 33138 -2601 LEGAL DESCRIPTION: LOT 11, BLOCK 177, REVISED PLAT 175A, 175B, 175C, 176A, 1768, 176C, 177A 177B, AND 1 78A OF THE REVISED PLAT OF MIAMI SHORES SECTION 8, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 43 AT PAGE 67 OF THE PUBLIC RECORDS OF MIAMI -DADE, COUNTY FLORIDA FOLIO No. 11- 3205 - 019 -0331 FLOOD INFORMATION: COMMUNITY # 120652, PANEL: 0093, SUFFIX "J ", FLOOD ZONE: AE° DATED MARCH 02, 1994 REVISED: JULY 17, 1995 SURVEYOR'S NOTES: 1.- THE ABOVE CAPTIONED PROPERTY WAS SURVEYED AND DESCRIBED BASED ON THE ABOVE LEGAL DESCRIPTION PROVIDED BY THE CLIENT. 2.- THERE MA 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. 3.- OWNERSHIP SUBJECT TO OPINION OF TITLE. 4.- ACCURACY: THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 2500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. 5.- THIS PLAN OF SURVEY DOES REFLECT ALL EASEMENTS AND RIGHTS OF WAY AS SHOWN ON REFERENCED PLAT. 6.- FOUNDATIONS AND /OR FOOTINGS THAT MAY CROSS BEYOND THE BOUNDARY LINES OF THE PARCEL HEREIN DESCRIBED ARE NOT SHOWN HEREON. 7.- THERE ARE NO ABOVE GROUND ENCROACHMENTS UNLESS SHOWN HEREON. 8. - THE SURVEYOR DOES NOT DETERMINE FENCE AND /OR WALL OWNERSHIP. 9. - TYPE OF SURVEY: BOUNDARY SURVEY. 10. - NORTH ARROW DIRECTION AND BEARINGS SHOWN HEREON ARE BASED ON RECORDED PLAT BOOK 43 AT PAGE 67 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. 11.- THIS SURVEY IS NOT VALID WITHOUT THE SIGNA TURE AND THE ORIGINAL RAISED SEAL OF FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS AND DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 12. - ELEVATIONS WHEN SHOWN ARE BASED ON NA 11ONAL GEODETIC VERTICAL DATUM. 13. - BENCH MARK USED: N/A 14. - THIS SURVEY MEETS ALL APPLICABLES REQUIREMENTES OF THE FLORIDA MINIMUM TECHNICAL STANDARDS AS CONTAINED IN CHAPTER 61G17 -6 FAC. 15. - THIS SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY. 16.- THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF ENTITIES NAMED HEREON. THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. EVELYN M. RUSS LEGEND A/C CONC CBS COL BT CB PRM AIR CONDITIONER CONCRETE CONCRETE BLOCK STRUCTURE COLUMN BUILDING TIE CATCH BASIN PERMANENT REFERECE MONUMENT ELEC TEL FIR LB FDH PL FIP OHL SS ELECTRICAL TELEPHONE FOUND IRON REBAR LICENSED BUSINESS FOUND DRILL HOLE PROPERTY LINE FOUND IRON PIPE OVERHEAD LINE SANITARY SEWER PSM UE FPL M R &M R/W WP WM FND PROFESSIONAL SURVEYOR & MAPPER UTILITY EASEMENT FLORIDA POWER & LIGHT MEASURED RECORD AND MEASURED RIGHT OF WAY WOOD POLE WATER METER FOUND CENTER LINE RADIUS ARC DELTA TANGENT WOOD FENCE CHAIN LINK FENCE IRON FENCE ELEVATION PSM & ASSOCIATES, P.A. PROFESSIONAL SURVEYOR AND MAPPER & DEVELOPMENT CONSULTANT 311 NW 136TH AVENUE, MIAMI, FLORIDA 33182 Telefax: 305- 226 -4337 Cellular: 305- 979 -6087 E -mail: diasol@stis.net FIELD DATE:07 -15 -03 FIELD BOOK: FILE JOB NO: PS -344 REVISED: REVISED: . PIL.4R SOLER,, PSM • STATE OF FLORIDA No. 6310 LB :# 7149 DATE: C// S -'�� 15.00' 4.50' FI P 1 /2" NO ID o FIR 1/2" .10 NO ID z _ 0.80' LOT 11 0\ BLOCK 177 0.90' O I 0 M z 0 0 in N 8 \ A/c 0 co 7. 0' of LOCATION MAP NOT TO SCALE X15'/ ONE STORY CBS RESIDENCE #1155 26.0 - WOOD DECK DECK 16.70' LOT 12 BLOCK 177 117.87'(R &M) O O N /28.10' 4/ 117.87'(R &M) o LOT 10 BLOCK 177 N rn 2.5' RIBBONS 27.93 FIR 1/2" NO ID O l 1 25.00' %" `• PLANTER 901 ��J ss •. FIR 1/2" NO ID ckl O O N 50.00' WELL. FH ASPHALT DRIVEWAY WM 0 50.00' 20' 0 10' 0' a GRAPHIC SCALE SCALE: 1 "= 20' .'.END.. �. NAIL 20' BOUNDARY SURVEY PROPERTY ADDRESS: 1155 NE 100TH STREET, MIAMI SHORES, FLORIDA 33138 -2601 LEGAL DESCRIPTION: LOT 11, BLOCK 177, REVISED PLAT 175A, 1758, 175C, 176A, 1768, 176C, 177A 1778, AND 1 78A OF THE REVISED PLAT OF MIAMI SHORES SECTION 8, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 43 AT PAGE 67 OF THE PUBLIC RECORDS OF MIAMI -DADE, COUNTY FLORIDA FOLIO No. 11- 3205 - 019 -0331 FLOOD INFORMATION: COMMUNITY # 120652, PANEL: 0093, SUFFIX "J', FLOOD ZONE: AE" DATED MARCH 02, 1994 REVISED: JULY 17, 1995 SURVEYOR'S NOTES: 1.- THE ABOVE CAPTIONED PROPERTY WAS SURVEYED AND DESCRIBED BASED ON THE ABOVE LEGAL DESCRIPTION PROVIDED BY THE CLIENT. 2.- 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. 3.- OWNERSHIP SUBJECT TO OPINION OF 77T LE. 4.- ACCURACY: THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULA170N OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. 5.- THIS PLAN OF SURVEY DOES REFLECT ALL EASEMENTS AND RIGHTS OF WAY AS SHOWN ON REFERENCED PLAT. 6. - FOUNDATIONS AND /OR FOOTINGS THAT MAY CROSS BEYOND THE BOUNDARY LINES OF THE PARCEL HEREIN DESCRIBED ARE NOT SHOWN HEREON. 7.- THERE ARE NO ABOVE GROUND ENCROACHMENTS UNLESS SHOWN HEREON. 8.- THE SURVEYOR DOES NOT DETERMINE FENCE AND /OR WALL OWNERSHIP. 9. - TYPE OF SURVEY: BOUNDARY SURVEY. 10. - NORTH ARROW DIRECTION AND BEARINGS SHOWN HEREON ARE BASED ON RECORDED PLA T BOOK 43 A T PAGE 67 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. 11.- THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS AND DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 12.- ELEVATIONS WHEN SHOWN ARE BASED ON NATIONAL GEODE77C VERTICAL DATUM. 13. - BENCH MARK USED: N/A 14.- THIS SURVEY MEETS ALL APPLICABLES REQUIREMENTES OF THE FLORIDA MINIMUM TECHNICAL STANDARDS AS CONTAINED IN CHAPTER 61G17 -6 FAC. 1 5. - THIS SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY. 16.- THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF ENTITIES NAMED HEREON. THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. * EVELYN M. RUSS LEGEND A/C CONC CBS COL BT CB PRM AIR CONDITIONER CONCRETE CONCRETE BLOCK STRUCTURE COLUMN BUILDING 11E CATCH BASIN PERMANENT REFERECE MONUMENT ELEC TEL FIR LB FDH PL FIP OHL SS ELECTRICAL TELEPHONE FOUND IRON REBAR LICENSED BUSINESS FOUND DRILL HOLE PROPERTY LINE FOUND IRON PIPE OVERHEAD LINE SANITARY SEWER PSM UE FPL M R &M R/W WP WM FND PROFESSIONAL SURVEYOR & MAPPER UTILITY EASEMENT FLORIDA POWER & LIGHT MEASURED RECORD AND MEASURED RIGHT OF WAY WOOD POLE WATER METER FOUND CENTER LINE R RADIUS A ARC D DELTA T TANGENT -ii-- WOOD FENCE -x- CHAIN LINK FENCE - IRON FENCE 16-01 ELEVATION PSM & ASSOCIATES, P.A. PROFESSIONAL SURVEYOR AND MAPPER & DEVELOPMENT CONSULTANT 311 NW 136TH AVENUE. MIAMI, FLORIDA 33182 Telefox: 305- 226 -4337 Cellular: 305- 979 -6087 E -mail: diasol@stis.net FIELD DATE:07 -15 -03 FIELD BOOK: FILE JOB NO: PS -344 REVISED: REVISED: PiLAR SOLER, PSM STATE OF :FLORIDA No. 6310 LB # 7149 DATE:l7 -lf-03