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325 NE 97 St (9)_ _ _ 7- .,,. SHORES VILLAGE, FLA. JO ADDRESS �- INSPECTION TIME READY REMARKS: • N° 5938 INSPECTOR DATE h" F.I.P 1i2 100 04' 6 F.I.P1/2* 0 0 20' F.I.P1/2' 5' Cone Wak 15-ALLEY 125.00IC&M) Conc 11 80' 12 90' Asphal / Codc Wak WP 9'Asphal 28 40' 42.90' ONE STORY RESIDENCE #325 24' Parkway 18 5'Asphal E-97 STREET Wood Shed I 9.90' ON% 0 F IP112' 125.00IC) 125.08'(M) 0.20' 020' N. R:. Inl • "i 1'R E: ryf �•' ■ �� /1 1 ' I W . ' : 1 I. 1 • r d' r4 1 1 i T■, " 1 1 . 19 1 ,1 ` 11 J 1 f Q I •. 1 3 . "' 'II I lr1 I '''+' N.E oop 9TRF'F:1' 1 I T z 1 f E' T ! :r1 r i'l'l ;, T•n. 1. � .... I - k •'', _. 1 • 6 1 . 11 .. . '' ▪ Il '1 ' . J L 1' !... I J 99. .i rRYE r 1 ) 1 . ; • 1 11 , " !, , zI f �. r.i � , '� . T - (- N T � , . F: 9 � L 311U.:1-- . r . _ '1 • �' - ,- -_ I r I I " . IB i i • i I i ,, -. 1 lF F.' � ry . - 1 !/,. } . 0 I . i I • I .�.. 1 , r .,I..I_11 �n' 1_� ' L, lJ•� w LL . � L ._! e , 1 �r TjVSL 11 1 " ^l 1 .; " ,' ' 1 r li- 1 r.:1 �y r r I l l 1 ) 1 1 "1 1 I s 1 • I . I I 1 F ° �. '':..�Il..i:J s� _•1: 31..E C L- ... '-1 i..: I °1'I: q. H t 0 R : 1.. A N D F3 0 U T. E V A R D . 1 - . I: i. •.+, (ro a; I :1 T: I:I:.1S,a 6 .., ilat r.....‘ ,o-,. ,:4.u10,.. LOCATION MAP NOT TO SCALE Legal Description: Property Address: 325 N.E. 97 Street Miami Shores, Florida 33138 Panel: 0093 Flood zone: X Date of fieldwork: 11/4/99 Completion date: 11/4/99 Survey number: G -21806 BOUNDARY SURVEY Lot 15, 16 and the West Y2 of Lot 17, Block 42, Plat of AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, according to the Plat thereof, as recorded in Plat Book 10, Page 70, of the Public 'ecords of Miami -Dade County, Florida. ..-ti.fi.ed to: Paul A. Stravinskas; Ernesto R. Osuna; Catlin, Saxon, Tuttle and Evans, P.A.; Commonwealth Land Title Insurance Company; PHH Mortgage Services Corporation, its successors and/or assigns. LEGEND F.N. u R M C L1 (NCR f C. M. F.l. R. F.I. P. R/W N&D D. E. U E. FD. p Yaxcic OH L. P. P. TX CA TV W.M. TEL. a R. CH RAD N.R. A/C BM. C.B. C. _CENERAL NOTES: w000 FENCE W,•RE FENCE NAIL PROPER TY CORNER RECORD FIELD MEASURED CAL COLA TED CL EAR ENCROACHMENT CENTERLINE CONCRETE PROPER LINE CONCRETE MONUMENT FOUND IRON R00 FOUND IRON PIPE RIGHT OF WAY NAIL & DISC DRAINAGE EASEMENT U TILITY EASEMENT FOUND PLAT ASPHAL T OVERHEAD UTILITIES POWER POLE TRANSFORMER CABLE RISER WATER METER T£L EF'HON£ fACILI TIES COVERED AREA SEARING REFERENCE CHORD RADIAL NON .RADIAL AIR C'ONOI DONE R BENCH MARK CATCH BASIN CALCULATEO A DB. 0. D.N. DAY ESMT E.L. F.F. F.C. M. F.P.K. 1...4 E. M. H. N.TS O.R. O.R. B. P.C.P. P.R.M. PG PVM P.B. P. 0. B. P.O. C. P.C. P.R. C. P. 1. R. R. 0. E. SLR. S/W T 70.8. TYP. W. C. 10.50 CENTRAL ANGLE /DEL TA DEED BOOK DESCRIPTION OR DEED DRILL HOLE DRIVEWAY • EASEMENT , �I ELEVATION FINISHED FLOOR FOUND CONCRETE MONUMENT FOUND PARKER -KALON NAIL LENGTH LIMITED ACCESS EASEMENT MANHOLE NOT 70 SCALE OFFICIAL RECORDS Off 'CIA( RECORDS BOOK PERMANENT CON TROL POINT PERMANENT REFERENCE MONUMENT PAGE PAVEMENT PLAT BOOK POINT Of BEGINNING POINT OF COMMENCEMENT POINT ON LINE POINT OF CURVATURE POINT OF REVERSE CURVE POINT Of TANGENCY RADIUS (RADIAL) ROOF OVERHANG EASEMENT SET IRON R00 & CAP SIDEWALK TEMPORARY BENCH MARK TOP OF BANK TYPICAL W NESS CORNER EXISTING ELEVATION LEGAL DESCRIPTION PROVIDED BY OTHERS THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER RECORDED ENCUMBERANC£S NOT SHOWN ON THE PLAT UNDERGROUND PORTIONS Of FOOTINGS FOUNDATIONS OR OTHER ;MPROVEM£NTS 4ERE NOT LOCATED. WALL TIES ARE TO THE FACE OF THE WALL. NOT VALID UNLESS SEALED WI TH THE EMBOSSED SURVEYORS SEAL. ONLY VIS/8LE ENCROACHMENTS LOCATED, NO ODENT /FtCA TION FOJNO ON PROPERTY CORNERS UNLESS NOTED. DIMENSIONS SHOWN ARE PLAT ANO MEASURED UNLESS OTHERWISE SHOWN. FENCE OWNERSHIP NOT DETERMINED. £LE VATIONS IF SHOWN ARE BASED UPON N.G. V D. UNLESS 0 THERMS( NOTED. BEARINGS REFERENCED TO LINE NOTED AS B.R. I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY IS A TRUE AND CORRECT R£PRESENT,4 TICN Of A SURVEY PREPARED UNDER MY DIRECTION. SIGNED S TA TE OF FLORIDA RALPH SWEROLOFF REGISTERED LAND SURVEYOR NO. JI11 SiGNE0 SIGNED SIGNED CARL I AEL •MI11-1 STEREO LAND SURVEYOR NO. 3762 &Vol /L OE A CtALAR REGISTERED LAND SURVE Na 5571 CLYDE D. McNEAL REGISTERED LAND SURVEYOR NO 2883 First Financial Surveyors, Inc. AND AFFILIATED COMPANIES L.B. 6387 (FLORIDA) Nationwide: L- 800.787 -8266 Fax: 1- 800.787 -8260 5TA TE OF FLORIDA STATE OF FLORIDA STATE OF FLORIDA SIGNED STATE OF TENNESSEE JAMES E. MCALEER REGISTERED LAND SURVEYOR NO 1133 *HIS SUR VEY 15 INTENDED FOR MORTGAGE OR REFINANCE PURPOSES ONLY. EXCLUSIVELY FOR THIS us( BY THOSE TO WH0M IT IS CERTIFIED. THIS SURVEY IS NOT TO BE USED FOR CONSTRUCRON. PERMITTING DESIGN OR ANY OTHER USE 4TTHOtJT THE WRITTEN CONSENT OF FIRST FINANCIAL SURVEYORS. ING 8500 S.W. 92 Street Suite 204 Miami, Florida 33156 (305) 271.3655 Fax (305) 271 -8499 2000 North Mango Road, Suite 202 West Palm Beach, Florida ,.409 (561) 640 -4800 Fax (561) 640 -0576 365 Aulin Avenue, Suite 3 Oviedo, Florida 32565 (407) 977.7010 Fax 307) 977.7020 1187 Vultee Boulevar Nashville, Tennessee .,,Lt (615) 366 -8432 Fax 16:5) 366 -8477 POOL PAD -TN!CK LL CONDUIT NOT I E 2 1-0.18g ON ALL 13 -UP3c 3/4' • t 6MAL ER -F Nl$N 11.0014 . .._. 4' — 4- - rt; REAE E D CC4Pl.It ` FL.UBu WI TN F! QCR FEED CcNot111' - '- D �R 4 -3 F3� CF Ft;) 3 ' CONOULET' FOR RIGIO THICK WAL4. CC/NI:UIT 15' 4' - , , DEEP 30' EXIST, CONCRETE 8LAIE3 :• I - f T ELECTRICAL OUTLET STUB•UP D TAIL N.T.3 ELEVATED WALL S E E DETAIL ANTI -VORTEX MAIN DRAIN 5' DEEP AT MAIN DRAIN EXISTING RESIDENCE L4YQU1 PLAN SCAR: I/4' =1 FREE STANDING GFCI RECEPTACLE SHALL E3E LOCATE[? NOT CLOSER THAN 10 FEET NOR MORE THAN 20 FEET FROM WATER'S EDGE. �vvv v•V� POOL DECK IS ELEVATED AT 4' A B OVE GRADE. E 14' 41'(-- �a /A TED WALL D ATIL LEGEND ANTI- VORTEX MAIN DRAIN A55EMF3LY ' VACUUM FITTING WITH PLUG TOP LOADING NSF APPROVED SURFACE SKIMMER 11/2' ADJUSTABLE EYEBALL POOL RETURN FITTING UNDERWATER. 12 VOLT POOL LIGHT POOL = 300UJ - HALOGI=N- GFCI- RECEPTACLE SHALL BE LOCATED NOT CLOSER: THAN 10 FEET NOR MORE THAN 20 FEET FROM WATER'S EDGE. 4a HOURS BEFORE DIGGING SOIL STATEMENT: CALL TOLL FREE 1- 800.432 -4110 SUNSHINE STATE ONE CALL CENTER OF FLORIDA BY VISUAL INSPECTION THE SOIL IS SAND AND LOSE ROCK WITH BEARING CAPACITY OF 2500 PSF. IF OTHER CONDITION EXIST, ALL WORK WILL of -4ALL $TOP AND NOT COMMENCE UNTIL WRITTEN AUTI- TORILATION I3 RECEIVED BY ARCI- 4ITECT / ENGINEER. AFTER GROUND HAS F3EEN BROKEN A LETTER SMALL. BE SUBMITTED ATTESTING THAr THE SITE 1-IA5 BEEN OBSERVED AND CONDITIONS ARE SIMILAR r0 THOSE UPON WHICH THE DESIGN 13 EASED. POOL EQUIP. PAD SKIMMER 2' VACUUM LINE 2' MAIN DRAIN LINE 2' SKIMMER' LINE ' "2 WATER FEATURE. LINE 1 RETURN LINE EXi6t. c3ATB EklbT. QYEA ELECTRICAL SERVICE To ex eQ ---- EXI6t. 4' CHAIN Li K FENCE. 61' 1' 1!2' IVATER FEATURE LINE ANTI - VORTEX MAIN DRAIN POOL AREA a411 PECK AREA . ¢O SF OR61.1 /9TRAVINSKU8 RE8!4ENC PCOt. 11 ti EXI91. EXiO ELECT ELECT PANEL METER EkI9T. dATE - -- ^ ----4-- - a-- �"- 4- 4' 4 4 1 ;1-4- -- N.E. 1 9TI ET {sIT1. PLAN g ca_,Ei II 2201 -r k PIPfN1G FL-4M scA�.�: 1ia P:r�� EXIST. 3EG!ER L. wa L rte/ ` r'_�� E i(16T. Fg3ICENCE EXIST. WATER LINE 4)<1$t CONCRE 1 $ WAI.1C WAY IN POOL. ARC To EA l t H- -.1644 0 o. LEGAL DESCRIPTION: LOT 15,10 AND THE WEST` 1 /Z. OF LOT 11, BLOCK 42 OF 'PLAT OE AN AMENDED PLAT` OE M1,411 SHORTS SECTION NO, I' ACCORDING TO THE PLAT THEREOF AS RECORDED ON-PAGE 10, OF PLAT BOOK 10 OF THE PUBLIC RECORDS OF MI. MI -DADS COUNTY, FLOR((7A - G RAttrt• LG- ' CF4EGK RIF3 OAT>* o3/2010c acct. AS° SNQU.?N JOF) NO, C0'0i 3NEEt: ; } POOL EQUIP. , PAID Fs OR 'Foe- ,'CONt t►E.E t FOR RIG,IR TI -4IGK WALL CONpUIT .4 TNIGC MALI. CONDUIT NOTE: USE 2 I- 41.438 ON ALL 6TUS -UP9 3/4' s • 4 LLER FlNISN FLOOR FREE $ 'ANDINl, : GFCI RECEPTACLE SHALL E3 a. LOCATED' NOT CLOSER THAN 10 FEET NOS MORE TI -4A.N 2 FEET FROM WATER'S EDGE. LL PVAT AN TI- V MAIN BRAIN ASSEMBLY 2:': VACUUM FITTING WITH PLUG :TOP, LOADING 11SF APPROVED SURFACE SKIMMER GFC1 REQEF SHALL BE LOCATED NOT CLOSER THAN TO FEET NOR MORE THAN 20 FEET FRAM WATER'S EDGE TOLL. FREE, 1-,f300-42-•4110 $UN3HINE $T ONE CALL CENTER OF FLORIDA BY VISUAL INSPEC,TIQN' THE SQL IS" SAND 4N Lo'Sp ,RO CK WITH • BEARING CAPACITY OF 2500 PSF.' 'IF OTHER.CONDITIQN EXIST, ALL. WORK WILL eI -•14LL STOP AND NOT COMMENCE UNTIL WRITTEN AIUTHORRI7�4TION: I$ RECEIVED 1r ARCHITECT /. ENGINEER , AFT CsROUNt2 1-4A9,. B EE N , BtROKEN`A i-aTTEi $ALL f3: - 9UfM1TTD AT.TESTINc. THAT ,THE SITE . HAS R3 OBSERVED. YED. AND, CONDIT1QNS ARE IIMILAR TO TNO$E UPQN UJHICt -1 T-IE- DESIGN I� SAS D} VACUUM LINE 2g tDRAIN LINE 2' SKIMMER LINE: ' 2 UJATER r Fi=ATURE LINE If'' RETUJ4,LINS oR8i i9rRAviNBKuo R IcEric LOS' I5, ,16' AND: THE WESt ��a OF' LOT 11, BLOCK ,42' OF 'PLAT OF AN, AMENDED PLAT OP MIAMI 6I40RES SECTION NO. 1' ACCQRDING TO THE PLAT THEREOF AS RECORDED ON PAGE 10, 01= PLAT SOOK 10 OF THE F U,PLIC REcOROS. Q MI `�Mt -DAVE COUNTY, FLORIDA BY CHECKED RIB FATE 03/20/00 $GALE AS • SHOWN JOEI NO. c00011 FINIS14 -TO MATC44 FO OL. � TILE Vi8IONM4RKERS 2 GoNTRAS IN COLO. POOL INTERICR 'PLACED AGED FLUSH W/ . WALL ONE F4CE or RISE IM1I111111111(O 6 GLAZED CERAMIC WATERLINE TiL RE TURN FITTINGS INSTA .L D, 1`. -0 TQ 13ELOU1 WATER. LEVEL t CENTER STEEL IN , WALL, F OR SPACING SEE.TYP. WALE SECTION.. TIMER~ ` TEEL ICLEAR4MCd FLOOR STEEL 5I -14LL MAINTAiN 3' CLEAR FROM EARTH SiDE 4ND 2'' CLEAR FROM TROWELED SURFACE, = = 6 PNEUMATICALLY PLACED CONC. FLOOR W/ .3! OARS► Q.0 E44C14: WAY CENTER STEEL FG' 3 0OD F I CONTINUOUS I • c' 4' CONCRETE SLAB' ON GRAPE. —. REINFORCE SLAB WITH 6'X ' *1010 WIRE. MESH. PNEUMATI PLAC CONE. UTAL L IU /. 46 1BAR ! ' O.C E.ACI - 4 WAY cENTER TEL F'' : 3,000 PS NON - CORROSIVE LiGNT HOUSING' WITH, REPLAGHA13LE 10O -300 UpTT CAPACITY E UL E.3• AN , 5` FOOT 'PIGTAIL WIRE WRAP, FOR SERVICING LIT ON, of . DECK. *a, C©PPER GRUOUN1 ANCHORED TQ NICHE F3RASS:GRQUND` WIRE CLAMP :ANCHORED To WALL STEEL MAT C ALL CONDUIT ,Aeov . GRADE SHALL BE RIGID METAL CONDUIT ONLY 1` PVC COND. 14/3. SJT 111 -A DIBL. INS. U1 /P LIGHT CORP CNf. LUG IN "8CU, ND. WIR INSULATED 2 POOLS VACUUM LINE SKIMMER LINE, ; 2' POOL M.O. LINE •; TEL t TO RUN CONT "INUOUSL Y IN AREA OF' STEPS. REFER :TC TYPICAL WALL SECTION OE SPAC I NCB. UPON' ViSUAL iNSPECTfON SiTE $OILS REVEAL A COMPINATION OF UNDiSTUR6ED SAND" AND LIME ROCK 4 PRESUMPTIVE ,SEARING OP 2000 PSF 4-4AS BEEN UTILIZED FOR, DESIGN PURPOSES. ALL STEEL SHALL F3E ASTM A615 GRADE 60. ALL CONCRETE 5- 4ALL=; BE PNEUMATICALLY PLACED (SNOTCRETE OR GUNITE). MINIMUM COMPRE55iQN STRENGTH SHALL k3E` 3000' PSi IN 28 DAYS. ALL ELECTRICAL WORK SHALL BE PONE IN STRICT COMPLIANCE WITH ALL SECTIONS OF ARTICLE 6.0.0 OF` THE: NATIONAL. ELECTRIC. CODE 1996 EDITION. R r PROVISIONS; FOR- DRAINING OF- POOL IN HIGH: GROUND' WATER GONDITIONS SHALL f3E TAKEN BY THE I- HOMEOWNER. DRAINING OF THE POOL SHOULD NOV E.E , DONE win TI-4E HELP OE AN EXPERIENCED POOL CONSULTANT. . e ALL POOL, PINE SW ALL,. 0E1 SCN 40 PVC NON,TNREADED PIPE WITH SOLVENT u;ELD JOINTS.' POOL L i I-4T .6 4AL L 5E GROUNDED' TO COM1 font BONDING GRip CONSISTING "OF 1 -.8 CONTINUOUS COPPER` WIRE LOOPED: AROUND POOL PERIMETER.' LOOP SHALL ESE GROUNDED TO PANEL ViA POOL WALL ' STEEL; DECK REINFORCING,'ANO PUMP MOTOR CASING-€~ _ { ALL 3WlMNIN6 POOLS, SFAS AND F 0t TUBS SHALL 13.E PROYIPED WITI -4, A PERMANENT SAFETY WARNING SIGN Ii.H,4± READILY. VISI 3LE LOCATION FROM THE- POOL AREA EACH SAFETY' UTARNING SIGN ; SI -4ALL WARN AGAINST SHLL. AOIU` WATER DIVINIs, PREVENTION OF DROWNING AND INCLUDE THE FOLLOWING STATEMENT: "THERE 15 NQ. SUBSTITUTION: FOR ADULT SUPER.vISIOti OF SMALL. CHILDREN ITS 15 STRONGL.`I-' RECOMMENDED TWAT AT LEA$T ONE ADULT I=ZNDERING CHILE S UPERVISION Be" Tf2A(Np0 IN ARTIFICIAL' AND/OR CARD lOPU .MONARY' RESUSC ITATION (CPR)' y'. ALL DOORS, WITI -m ACCESS TO T4-4E POOL AREA 514ALL• 6 EQUiIc?PER WITH AN ALARM WWICH PRODUCES AN AUDIBLE ALARM WHEN DOOR OR ITS SCREEN iS • POOLE •AREA` P PER11''1ETER' POOL VOLUME T.URNOVER' RATE FOOL PUMP H.i .' POQ. I ILTER CHECK AREA x TQP OF POOL; U1A.L ELgV; LESS POOL DEPTI -4 IrI V 41' MAIL DRAIN POOL: UPL I0 FORCE DEDUCT 2''ALLOWED, FOR USE OF NYDROSTATiC PRESSU RELIEF VALVE SLAB ,T 41CKNESv (6' SLAIE3 . FOR RESULTANT UPLIFT FORCE OF 2.91 OR LESS). ' r , 0 3 1 , 1 0 . . C00011 / REV18tON8 13Y -.. .r0i4flittil, 111411 tlIt _flegli.,* 0 1 c ►t . va :/4,:, 141. *„ ' 044 0ri) 4.. -thy } , 4 ct ( 1),}Wk »s a cl I i, ► `r, .t d , _ i t ref f =` d0 , 4ball bt ' . 1't c4 ullik , 4) tl 1. A .01 04t0 ' s icy 4.4444 � y l t '' ti Which 5o F �. : , r oc, # _ `Ar�4'J vvns.V r Q i n , c �1 ,i. ,%, 040 h $ ' Q, � t � a � t ' {' c T hy;: , `( 5.10:4 <` t i .� 4S$. 'C� � r ` r ' PLK o t1- . r3 '' ' t U ::. "` o 31,E 11, .rt `t 7 r 5-r, -- Ivi l to t . � � �► ► • 1!4 .r, .: R f 1 , r R ? /G ff�J/ - G rnert Q,iC. Yet Gbh ! rC /esn4 r . . .0%i ��1 � S%X�l � �r>�lfit Lf4 d �{:l'eI04. . 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(.4 '4AL, 40' 4/•,1;y ,5 etel e it" a mow oeqi Ti itk .14 4 It( a4, A/d, f - et ° Yt/b,1&.. ' . , , „ , • .0 412 i krf: • __..a..... exesr ,:' 1 J /4�a� / ✓.tlr r /r?/ti /7& vet rid r 4 # Crpr.Yfir 1 4<3 ���fa •�; " «ir� am ").%4 \ 121` # , fit. • r '