PLANSMiami Shores Village
APPROVED
BY
D TE
ZONING DEPT
r
H
7 (J 66
BLDG DEPT
7 12y
SUBJECT TO COMPLIANC WITH ALL F DERAL
STATE AND COUNTY RULES AND REGULATIONS
V�
N
SK
Elevations are 1(ekrrcd to N.G. V. U.
BENCH MARK USED
Miami -Dade Co. B.M. II N-568 -- Elev.-=965'
LOCAI AI
NE 95 St - -- 35' North of Center Line
N. Miami Ave -- 25' West of Projected West
Edge of Pavement, 30' ENE ot'A Fire Hydrant,
10' East of 'Traffic Control [3ox.
Bench Mark is a l'K Nail and Brass Washer in
Conc. Curb. Southwest of a Handicap Ramp.
CH OF BOUNDARY SURVEY
SCALE: 1" = 20'
BEARINGS HEREON (11' ANY) ARE REFERRED TO AN ASSUMED VALUE OF FOR THE
SAID BEARING IS IDENTICAL ;PITH THE PLAT OF RECORD
ACCORDING TO THE N.F.I.P. THE SUBJECT PROPERTY FALLS WITHIN FLOOD ZONE:
t
R,
C.L.F
F F.
RES.
F. L
3. R.3.
C. H.
ItEAS.
S.Df YD
F. N
= CENTER LINE CL
= PROPERTY LINE ENC
= RIGHT -OF -FAY C.B.3.
= L c+a 1
LINK FENCE cGNc
• FOOO.SN MINCE H
= REBID SNC'E I D.Y.E.
= FOUND !RON PIPE 3I.P.
▪ 3Sr RE-EAR F D.H.
= CHORD BElKVG A/C
- ICEASU?lD l FIC
- S3r NCL 3c DISC. l NOD
= FOUND NIL' j F.C.N.
= CSR
• 1 NcRCACMIENT
= CONCRETE BLACK /MIXTURE
= CGNCELrE
= DL►.YE'ITER
DRAINAGE YAFNTLTANCE EASEILLNT
SET ,RON P 1
- FOUND DP.EL HOLE
= A:B COND GNiNG UNrI'
RECORDED
• FOUND NAIL 4
= POUND CUT NAIL
AI3I3REVIATIONS OF ANY APPLIED)
U.S. -
F.M.E. _
F RCP.C'CR
F.H.
EASYT
F.R.B.
S.D.H.
CALC.
F.S.
RAD
F.
\\
UTPATY >.A EI ENT
FALL ILAINT. V DRAINAGE FA: NT
YONL:IL.YT LINE
FRCPt1.Y CORNER
}IRE H1DF.ANT
FA EYS.NT
FOUND PE-EAR
▪ h DR. LL HOLE
CALCULATED
FOUND SPLICE
RADIAL
FOUND
LEGAL DESCRIPTION:
LOT GJ 10
SUBDIVISION A1.lI- f2 9(.K( 1' -1IAU( 74 7 �fi/4'i t l,o • 4.-
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK t AT PAGE I4-
OF THE PUBLIC RECORDS OF .11 A K41- `7n1.2 L COUNTY, FLORIDA.
LOCATION SKETCH
SCALE 1" =ZU�
F.B. No.
0e, 1015f
If
SURVEYOR'S NOTES:
SURVEY CERTIFY T0: IZI \-if/2
PHE AI"TACIIED SKETCIH OF BOUNDARY SURVEY OF THE
REPRESENTATION OF A FIELD SURVEY MADE UNDER MY
STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF
81G17 -6 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO
FOR: 1 ` { L Ei 2
J013 NUMBER 0 7- O J
r1)
f1
r 101
BLOCK
a
Ent< Lill<
ABOVE DESCRIBED PROPERTY IS A TRUE AND CORRECT
DIRECTION AND MEETS THE MINIMUM TECHNICAL
PROFESSIONAL SURVEYORS AND 'MAPPERS IN CHAPTER
SECTION 4'72.027, FLORIDA STATUTES.
DATE OF' THE FIELD SURVEY 7-- 2' - 2Gle)
REVISION DATE:
DRAWN BY: -- s- CHECKED BY:
E. B 3 TRAN & ASSOCIATES, INC.
12533 S.W. 30th STREET
MIAMI, FLORIDA 33175
PHONE: (305) 552 -7450
CERTIFICATE OF AUTHORIZATION NUMBER L3 5233
LEGAL DESCRIPTION WAS FURNISHED BY CLIENT.
EAMINAT ?ON OF THE ABSTRACT OF 'TITLE WILL HAVE TO BE !LADE TO DETERMINE RECORDED INSTRUMENT, IF AN1 AFe' :c ILNG TIES PROPERTY.
TIRE ARE NO VISIBLE ENCROACHMENTS OTHER THAN THOSE SHOWN.
LEGAL DESCRIPTION SUBJECT TO ANY DEDICATION, IN1TA'11ONS, RESTRICTIONS, RESERVATIONS CR EASE OF 3, CJI,DS.
NO UNDERGROUND INSTALLATIONS CR LMFROVEN'iS IaAVE BEEN LOCATED, EXCEPT AS NOTED.
FENCE Oi1NERSHIP BY VISUAL MEANS ONLY (IF ANY), LEGAL OWNERSHIP NOT
DETERMINED.
ERNESTO BELTRA
O'-
tvessi
PROFESSIONAL SURV ;NOR & MAPPER No. 4885
STATE OF FLORIDA
DATE: 7 - 2: -
NOTE: THIS Is NOT A VALID SURVEY WITHOUT
THE ORIGINAL RAISED SEAL AND
SIGNATURE OF A FLORIDA LICENSED
SURVEYOR AND MAPPER
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owner
adress uAa lo3 Mor ,s
contra ctor- TFMPFRATl1RF• SYSTEMS
state Lc cacn4 5 884
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PgrAKAVAW OOOOO es
Npt valid Unless einbcksed
with Surveyor's Seai.'
Bill and Kim, 430 N.E. 101st Stre
NEM
A BOUNDARY
SLRVEY
hereby certify that the survey repre-
sented hereon meets the minimum
technical standards set forth by the
Board of land Surveyors puruant to
Seciii 472.027, Fla. Statot s. There are
no e croachments,oerra .easements
ap aring on the Kati c her than a
sh hereto. ;•
Fila. Reg. land kurveyor
Miami Shore
33138.
LANNES and GARCIA, INC.
ENGINEERS - LAND SURVEYORS - LAND P-LANNERS
Office address: 359 Alcazar Avenue, Coral Gables, Florida 33134
Mailing address: P.O. Box 561131, Miami, Florida 33156
DATE SCALE DRAWN BY
DRWG. NO
193-1701
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Note: Underground
encroachments and
utilities, if any, not
located. Fence ownership by
visual means only, legal
ownership not determined
This property deseribedas:
Lots ES 9 and 10,
Block 90,
AMENDED' PLAT OF
KAM' SHORES.
SECTION-N0.4, •
according to the Plat
thereof, as 'recorded in
Plat Book 15, Page 14'
of the Public Records of
Dade County, Florida.
FLOOD LONE:
Certified To: Christopher P. Kelley, Esquire,
Attorneys' Title Insurance Fund, Inc.,
Yerkes, Bill and Kim and
NationsBanc Mortgage Corporation,
its successors and/or assigns;
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Metropolitan Oade County
Building and Zoning Department
Attention: Building Official
as
S'L iLNG POOL. OWNER'S CERTIFICATLON
I certify that I am the legal owner of the property described
, located at q-_?(,)
In accordance with Section 33- 12(e)(f), 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 a separate permit has been obtained for an approved SAFETY BARRIER,
including A SPRING LOCK- SELF - CLOSING GATE, (double gates do not meet this
requirement) equipped with A_SAFE LOCK (no pad locks permitted) and
utilized when pool is not in use, and such barrier erected, inspected ani
approved.
I further understand that this certification, however, does not
eliminate the need for obtaining a permit and erecting an approved barrier
prior to final inspection and use of the pool.
I have read and understand the reverse side of this form.
Legal Owner /1 /7 1/
See 'revers/
Note: IF AT TIME OF FINAL, THE ABOVE REQUIREMENT HAS NOT BEEN MET THE
OWNER WILL BE CITED WITH A ZONING VIOLATION.
r JUD No.
DATE t
t l - l5- g 3
DRAM OY W
WAI- 41,Vg;k
P.1
1 U TS
1.2
RE5 -G'L
w
WATERLINE OF POOL
1 o•oo
P ,Akl
f it= 2o" _
8WtMMING POOL DI=PTN PROFILE DETAIL
P?aORTTANT tiOtt,
A HYDROOTATIC VALVE YAE-VE HA01101 DEEM U6ED N THE CALCULATION FOR H1'DtaO6TIC
ttf'T.I . PO 1101 iNOTALL A HYPROOTA11C VALVE ON TWO roctu .
i slowarrsawesseatea
4 ' &i, 4 10 ?L K
t1 ILA t•#1 i i -'I0R r G: 4
{
1a X Vx.-,,. eta -race tG ■ to
4' CCTACIKE tit OL.AP3 Cti GRAPE.
P EATVO ricli 042. W1111 6' X 6'
0 1010 MS t E
6' CLAZEG carkeite +�
WATERLINE rt"E
t.ent..4 FmNri
WALLED I'D'
TO VD' MOW
ULATk7'R LEVEL
-tL
F
PPUdti TO MATCH
POOL. INTERIOR
pgriti
en .ow 1.4.7T `r
TO t4cCEED 24'
tt.E Vi61Ot4 PlAWSP5
CGTitR OTIN4 N COLOR
FOOL INTERIOR FiWBH
PLAcitP PLUM 0/ GALL
chi NACB OF RIOTER
KEHLER ENGrTNEERING. ASSOCIATES,1NC.
a E N (} I N E E R$ o
SPECIALISTS IN RECIRCULATION L�NQINBERIN(} DE$I(} AND CONSULTATION
00110 RpNJTh�l�MHOT 0`0�11' = TPECOT MO(aDUO G`'LORODDLa°- ga311Q.0
669 F397Jg 4ELWG32`3 (M063,1)
cg o1
'ICI O �2
I TRI?
Ea)
_41
a' X a' 14UCtktt:ED
61,M Et E - —
13.
CONTR1JGU0
TYPICAL WALL BEcTIcN
i' =1'0'
• 1 - 41-I- -- *! AT ta'
ON
_ • s''"ER
. Ft�oH
ULA'T6R aos
'! OARS AT u' at
CENTER EACi1 UAW
4' TALL • 4' FLOOR
NOTE
WALL eras. WALL bit 661 NOT
LEE* THAN 2' fftoM ULAT N 6UtFACe
FLOOR OTEEL 6HAI.L HANtAN 3'
CLVAR IFFACT1 The EARTH alas
etISVACE
8oii. STATEi'1ENT
PRESUMED SOiL BEARING VALUE FOR 114I8
PROPERTY 16 2000 pSP. BOIL CONSISTS
OP L IME R cK AND GRANULAR BAND WITH TRACES
c4: SHELL FRAGMENTS.
LALLTER P? c4' 1.Nct)011
0050
PvC PiPE 6UPPo t LEO
PATO °TAPI A
GONCF*E1E FILLJED, Firs
ei#tsl�l! IREOLIIF *D ON
ALL PVC LI4NT CONIX1 T
ROUTED UNPERARC4C.
i
- T l l r T 1-
1 I i i- III T
PVC LICbft CGIAPUIT
CCPPECTEP tN
NOTE
DO Not ENC'AOE
NCNB N CONC.
Lk Ut 1 t1L LL BECTia4
Hal- GCRR064Vt
Flown* WT}t E'O:r•[.ACtABLE=_
1DID -UV tt Att CAPACITY
MED AMP a FOOL F44tAI .
USE U AP FOR BERViGR6
L1f E4T At ell1PPACII GP DECK
tO COPPER GIiGAND ANCHORED
RCM
150Abb 41401.ND [JIBE CLAMP
ANCIIORED 10 U7AU. OTEEL
r
2 VOLt tRAN6-
FONTiER 60X
F10LNT TO (NI-
6Tgn TRAM
TYPE 61 FLEX
wl 264 N
LE143114 OTHER
LE 41116 ARIA
AVAIL..Ab/
r tE.Jd
OtAINLE66
OtEEL Waif
uNpemi ATL R LiGNT, J- BOX, T- DOX DETAIL
I-- vERtIGAL MEL
1-__1117--111-77: . - - - 16 OUTGOES
trir – �riT TL 1 i - LA,lti
POOL. EEsIE88 6WIMOUT LEDGE DETAIL
NOTICE TO BUILDER
t0 h a DicST OF OUR PNGULL.EDCaE AND DEL CO', Ti-IE 11
11ATICN CONTAINED ON 11 -IE6E DRAWNG3 COtFORI16 iO 11-411
OtANUARD6 SET N t1-E SOUTH KORDA BUILDING CODE.
S AL CONTRACTOR 8( , 4 F IE D CCOFIPIT1 PRIOR 10
OTART c•' THE U1cf,7S, GNU NOtLjrN4 THE WicaNtEER. AT
ONCE, CP ANY AND ALL ERRORS, D16CI PANCIE3,
IRT-EGLILARTIEO, oR 011188icN0 PERTAiJNG TO TI-E
BIJGGEES8i9J1, COE'1F'LETICN OF tt E PROJECT NDICATEEU.
0 3 AT 12' CPA CENTER RENFORGNQ
6tEEzL TO RN c*411 /iCtlet.Y N
AREA OF 6TEr -A
O 2' t1AN DRAIN
O 2' ee.a-tcR 1
O 2' root. R ERIRt 10
INLET PIttMG,b
O I Irt' WAVE TO LAUH
6PR1Nt4ER 6YOTE}1
PER 6P.$4. DsA LS
TYPICAL STAIR DETAIL
FILTER PIPING 8CNEMATiC
PROJECT NAME:
l<=� Pool. FILTER
H ru-e° '/*
0
C r 1/+c>nr
Ef<E`J"
/1 CAEl\C8
4, e 101 si-rwor
C c iy F{,
POOL DATA
Foot. Atha _ _ DECK AREA (� 7
E°O0L FER tER �- E: (t°ETt N f ,
POOI. Y LLPube t ' /
1t1M )EER RATE O - F l Ick
POGI- F
POGI FILTER
UPLIFT DATA C4-1ARt
TOp OF POOL WALL ELEVATION
LESS POOL DEpTN
ELEVATION AT MAiN DRAIN
COUNTY FLOOD CRITERIA
DEDUCT MAiN DRAIN ELEVATION
POOL UPLIFT FORCE
DEDUCT 2'0' ALLOWED FOR USE
CE 2' I4YDROSTATIC PRESSURE N�
REL IEF+ VALVE
RESULTANT UPLIFT FORCE
SLAE3 THICKNESS REQ'D 6'
G NOBS
L 601L BEARING CAPACITY 18 PRESUMED TO BE
2000 p$F. VISUAL INBpECTiCN REVEALS BAND
AND LIMEROCK 8UB8URFACE CONDITIONS.
2. ALL STEEL SHALL, BE ASTM A61• GRADE 60.
3. ALL CGNCRETE SHALL NAVE A COMPRESSIVE
STRENGTH OF 2300 par IN 28 DAYS. ALL
et•1otcREtE SHALL NAVE A ooMPRE88rvE
BTRENGTN OP 3000 par iN 28 DAYS.
4: ALL ELECTRICAL WORK WALL BE DONE (N
iN AGGORPANCE WIfN THE 6Pa.G. AND
ARTICLE 680 N.E.C. ALL BOND WIRES SHALL
BE NO LESS THAN A +8 coif ER ALL HARE
COPr'ER WIRE COMNECTiON I'OMT6 SHALL BE .
COATED tL TH SILICGNE. THE CONTRACTOR
WALL. MSURE THAT AN ELECTRCCAL HONDi?' 4
INSPECTION I8 CALLED FOR AND APPROVED
PRIOR To PLACEMENT of CONCRETE. oVER THE
t3oND WIRE coNNEcTfoN6. ooNNEcTIoNs
DiRI5ctLY FRom THE FOOL LiGHT TO A TRANS-
roWER Box 18 pRoHIBITED. ALL METAL PARTS
iN THE POOL AREA, N ADDITION To ALL METAL
DOORS, w1NDOw8, SCREENED ENCLOSURES,
OR omER ITEMS CONTAINING METAL WITHIN A
D18TANCE OP 8'0' FRGi•1 THE WATERS EDGE,
SHALL BE BONDED TO THE POOL GROUNoING
SYSTEM N COMPLIANCE WiTH BUILDING COD!~
AND NEC. STANDARDS.
PVO WL iJ Tt Ailei a DIi ETIV EIM4MVC --
Pail rI Ca c
ELECtRiCAL BCN 4TIc
Nar
$�
RLSID Cl/CL
moo
( l�
5.00
7O
300V I.V
I. 141-11 J Iw
ALL POOL AND OR SPA P i MOTORS WALL L DE
CONNECTED DIRECTLY TO AN APPRoYED TIME CLOGC
C ZSGXV
METER
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QCUL TEPg IDES IENERO pLQ O (DORY CDOR101011.41INTO
6813 SOUTHWEST 81ST STREET MIAMI, FLORIDA 33143
(305) 667-8975 TELEFAX (305) 662 -1002
\. (9
1` .Ty P e)
•- +r.) 'r1R1.1.
1 )1
KEHLER EyGINEERING ASSOCIATES,INC,
e E N O 1 N E 6 Ii 9 0
A
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NOTICE TO BUILDER
/
TO n BEST OF OUR KNOU.I.EDGE AND eeL1£F, the NFOR-
MAtIGN CONtAM:, ON T1 -fESE PRAW(NG6 coNrOtS•16 TO THE
STANDARDS SET M T}E SOUTH FLORIDA FSU1LONG COPE.
THE CONTRACTOR SHALL BE PESPoNSI&E FOR YERIPYRJG
ALL lAliJSIGN6, AND FIELD CONDITIONS PRIOR TO THE
START OF THE WORK, AND NOtiFYNG the ENGINEER, AT
GLACE, OF ANY AND ALL MROR.S, DISCREPANCIES,
I1EGU_ARIt!ES, OR GMISS(ONS PERTANRJG TO 11$
1 `SUCCESf)FUL COMPLETION! OF THE PROJECT NOTCATED. J
1 PROJECT NAME:
YE JKE9
10E VCE
430 NE. oar 8T EEt
DADS Cc(MY FLORIDA
L- Y ) -r �l
• r JOB No.
DATE
DRAUN 9Y
SCALE
l \ SHEET
11/15/93
WAI4LER
AS NOTED
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