HomeMy WebLinkAboutBoundary Survey 12-5-17SET
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PROPOSED CONC .,PO04,
FAMILY.MESIDENCE
60Ul,PYMt*'P'A0` ;oR0P0.58De SINGLE
F:F ElEfA 20�' ffi41/�
o PROPOSE51 Cq)Vq..
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ess PROPQSM
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Af MA 7ES.DRIVE
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30, _R GH't" OF'- WAY
1SA497j"
SCALE
B - ENCHMARK 20. .,G,'R,APH 1� .0:C 10 . 29
FDSANiT,AAy�qMF4QLE IN
RIGHT OFMAY-C'Fbc�M
ESTA-fE,S' D*(YE P;OUTI'l
OF LOT S
EL-t,V-.US.AGV IDA 988 IN FEET
I Inch = 20 fit.
*.LEGAL, DESCRIPTIOM
ELine. Tabli�
'LINE LENGTH
b DIN � :
PLATBOOK.55, PAGE19, OF THEPUBLI-0;
-Rt�8�tO�=�'St,.,"LU'-blt��LJNTY,'FLORIDA 1.
buILDINC.t SETBACKS,:(IBS14)4
FRONT --� 1 G'
S TA TE; PARK'
Exisnnrc
(UNPt A, T
NAU
N892 lE
•
Ll' 15-00, S00188'39"E,
N_, ,9°2,0'1,3'.E
REAR - M'
-RIGHT,-, Q!
:LCFT - 5'
.ADDRESS. '115 OcEil%N EST4TES
DRIVE. M SETBACK
PLAT OLF SQRVEY: FOR
FP I iXiT
BOUNDARY A. T TYPE:1. OROGRAPHIQ, DATE- 0. 7 712/16
PROJ, NO. D_,6186 R I K,2-,L0T,3 F ;8-'.:2-41 PG. 10 s f K2
"_,/.
SMES
-A -4 i
DW-N�..,BY; D.B. -,9C., V' 3V Ct
-CK5, BY, C.-H-2,
M
rj D R EAIUAM
tI4I8 PLAT AND REPORT_ 'APE NOT YAUD WITHOUT, THE LANDI-euRvayo-198
DIAN ''k V, D� S Ul E` .E AND '1NE ORIGIfAL RAISED SEAL OF THE FrORIaA T 17 rN LVU;� BUY Tl
N'V f 6 T-9*6905:
iol
S""M'�
v -id t J�
REGISTERED
TER, ED RMCk F +
G 4AIU prq0i: �-12-7'9442
ATTACHED 131 FAM772-71
L-B69U Lfsb-U,Y 'N
M COMP
D E MAIL M: ET
RG 1 OF 2
REVISION! #1).,,;REMSED HOUSE, 07/12/"16: DB
Report �of Survey `ft'roj.'ect, #Q,6�.l 86 L,3- .8 LK 2)
REVISION 11.2,y, REVIS.E. PER STLCO"., 08/06/I6,'D6
REVISION #3,). REVISE POOL :&, DEM 09, /17 CHO,
TYPE'OF SURVEY -,-BOUNDARY I'& TOPOGRAPHIC
THIS- 'SOvft- PERF6RMLD, B'T,,,
MERIDIAN LAND SUkVEY.ORsLa#,".05
111�7 �`[N`IJIAN , RIVER 8'O'U'LI_V`A'RD. ;SUITE 20I
vtpb "OE, A'c H,,' FL- 0' R I'D'
POFE.StIbNAL:�9Q'R, YQR & MAPPER IN, RESPONSIBLE: CHARGE:
tHARLLS',H_6LAN_C-HAiZ'.0 P.S;Xjj :5.765
THE EXPECTED: USLbF THE XANb._.AS CLASS10b IN THE FLOROA STANDARDS OF PRAC-TICE FLORIDA'- ADMINISTRATIVE CODE)'
1§; SUBURBAN.
THE: MI , NIMUM. R'E'LATIyE":AC.CU§ACY-lFOR 'THIS TYPE:OPiBOUNDARY'SURVEYIS, I FoOTAN l-,500. THE E MEASUREMENT •%NO
CALCULATION 0 A CLOSED GEOMETRIC RGURE'WAS' FOUND TO F BE IN' EXCESS°OF THIS -ACCURACY REQUIREMENT.
THIS, SURVET MEETSI . _'Ok' EXCEEDS -,ALL APPLICABLE. REQUIREMENTS. OF THE, FLORIDA - STANDARDS'
M-
,OF ACkc' , AS'EstX80SHED1. IN 'CHA'PTtR- 'FLORIDA,. AOMIN ISTRATI VE, CODE,
ELEVATIONSANO 01MENSIONS SHOWN' HEREON ARE, MEASURED. JN: FEET AND' DECIMAL. PARTS, THEREOF,
THE LAST DATE �O ' , 'f
Fl 1WWORK F 'k 'WAS: 0/:1.&/6
BEARINGS HEREON REFERRED ''TOAN 'S89W`IS'W'ALONG
I THE tCENTERLINE :OrOCEAN ESTATES': DRIVEL
SAID; 8tXRIN.6,IS lkNtICALWITH THE PLAT THEREOF.
THIS: SURVEY, DOES NOT CERTIFY T6jHE,-EXISTENCE. OR LOCATION OP ANY UNDERGROUND
EMtR`fS-w' 'U-Jl_U'-TItSi, FOUNDATIONS, 0 1 R.ENCROACHMENTS. EXCEPT AS: SHOWN-.
:NO IN UMENTS', OF R . ECORD 'REGARDING EASEMENTS„ RIGHT-OF-WAYS, OR: OWNERSHIP WERE.
,SU_0MPUED,T& THIS SURVEYOR, EXCEPT.
XCEPT. AS,SHOWN;'
NO TITLE OPINION OR: GUARANTEE IS EXPRESSED % OR. IMPLIED.
UNLESS A .QOMPAM ON '-S'-' IS - _ MEASURED VALUES ARE. THE 'SAME,
IS: PLAT: VALUES, AN
LEGAL DESCRIPTION 1S.
AS PROVIDED. BY THE CLIENT.
THE; PARCEL OF LAND SHOWN HEREON APPEARS TO 'BE, IN FLOOD, ZONE "Xi"" PER FLOOD
INSURANCE RATE "Ml'A_P"�'_ lCoov- ji DATED FEB, vi", toi
THE ELEVATIONS' SHOWN. HEREON ARE BASED :ON- THENATIONAL GOEDETICI VERTICAL DATUM, (Nqvp,) 'OF THE
MMARY3 , BENCHMARK USED, I zNAfidNAL SURVEY CONTROL "MONUMENT' K--4'33f,:E'LEVAl,ION.'; 19.18' N0VD
-BETWEEN NAVO 158%. AND NGVD 1 09� IS THIS
(ELEVATION1- 0.130' NAVD)�, THE CONVERSION FXCTOR 1
DETERMINED -USIN.GCORP$CO_N' FOR -ON-'-SITE'' H_ - X. ARtASSkA.
BENC MAR S
ALTHOUGH -BASED; ON THE.IBEST: AVAILABLE INFORMATION,
TION, :THE BUILDING ,SETBACKS :SHO.*
MoR, 6 SIGN oRt N'5 RU(TI.M.
HEREON , ARE NOT �,CERTIFIED� TO AND MUST,: BE VERIObt P T CONSTRUCTION:.
ADDITIONS ,OR; DELETIONS TO _SUR.VEY'. MAPS :OR, RERORTS'V OTHER THAN THE ,SIGNING;
NG-PkRTY_,:OR,
PART)EPARTIES.19'PROHIBITED: WIMUTWIRITTM CONSENT'DF THE 'SIq NG-PART"Y 0_RC"PARtlE"S,
Legend & A�b,-rov:' Uorls", y n:'O.t' acdhe,dble fbr Slze)l
PLs PROFESs*I.QNAL 'LANU SURVEYOR. GUY WIRE,
'P,SM PROFCS�SIONXL Wb,,OD� UTILITY" POLE
LAND SURVEYING` TELEPHONE `.S�EkVICE
CENTERLINE, CABLE. T.V,.-,BOX
R RADIUS RA ' DIAL ol - ,ELECTRIC. BOX
L. LENGTH(NR)' :NON -RADIAL - LIGHT - POST-
0 DEL
TA I- -A ANGLE
'GLE
E/11 EDGE PAVEMENT
'BACK 0�1, "CURB
B.M.
BENCHMARK;
PO& POINT OF COMMENCEMENT
POR POINT 'OF BEGI.NNIN0,
p. (PCP)' PERMANENT . `CO'N'rki�� P o IN
PCP' Q PERMANENT CONTROL, PoIA-7
m (PIRM)'PERVANENT' REFERENCE .MONUMENT
PRM PtkM-.AN"ENT REFERENCE
RLkE MONUMENT
IRON; PIPE
IP IRON PIPE
(IRC)" IRON -ROD- & CAP -PINE TREE
1R.0 I(Q RObR 'CAP
�M) bWCkEt -MONUMENT
' C
CM CONCRETE MONUMENT
FEY — FOUND '0,
AK TREE
(M) — JvlEASURECr
(P) 'PLAT
I C-)PALM TREE.
CALCULATED,
(Ok) OVERALI.
WAY RIGHT WA
Certified To,
.2
3).
'LAND�-SURVEYbAS
1-11;7[NDjN4'1UWk1 J3.-:L:V_D ,�
S,-,U"
17
,132-0-1
VTRO IBEA4&�FL32996L11
PIiQNE 772;79' 12151rAX"1747941096
HYDRANT
GATE VALVE
AMOATION 'VALVE
'01
WATER` METER,
-
`SANII.TARX MA ROLE
-
SANITARY SERVICE'
-
SEPTIC TANK
-
'DRAINAGE VANIA0,LE
BE' -
CURB INLET'
9 -
SURRACEI INLET
-
-MITERED ENDJSECTION
CONCEPTUAL DRAINAGE
-
STREET SIGN
PROPOSED CRAOE
NA,W
NORTH AMERICAN VERTICAL, DATUM;
ELEVATION
A/c
AIR CON0111ON"M
,CONC;
CONCRETE
F.F.
FINISH -FLOOR'
BSB
BUILDING SETBACK LINE
EL./ELEV. - ELEVATION'
R\-W
RIGHT "OF WAY
AS
AS. -BUILT
PIK
PWRREIR=KALbN
THIS SORVii_jii& VAIID:WITHOUT THE SIGNATURE
AND THE
'RA18110SEAL OF`THE�FLORIDA
LlceNtm SURVEYOR AND M.APPER:..'NAMED BELOW,
RG 2 O� 2
1.
2.
3.
4.
5.
6.
7.
8.
9.
. SPECIFICATIONS
POOL BARRIERS DETAILED AND SPECIFIED ON
THESE DRAWINGS COMPLY WITH THE
1 REQUIREMENTS OF 5TH EDITION (2014)
FLORIDA BUILDING CODE: SECTIONS 454.2.17.
1.1 THROUGH 454.2.17 1.10AS APPLICABLE
ALL ALUMINUM EXTRUSIONS SHALL BE
6061-T6. ALL SHOP WELDS SHALL USE 5356
FILLER MATERIAL WITH 3/16IN. FILLET WELD
U.N.O. ALL MECHANICAL CONNECTIONS SHALL
BE MADE WITH #10 SHEET METAL SCREWS 1
1/2" LONG U.N.O.
POST INSERT AND POST SHALL BE SHOP
WELDED TO BASE PLATE.
POST INSERT SHALL EXTEND 21"ABOVE BASE
PLATE.
POST INSERT SHALL BE USED ON 2nd FLOOR
AND ABOVE APPLICATIONS. MAX. RAILING
HEIGHT FOR THIS APPLICATION SHALL BE 44".
GROUND FLOOR APPLICATION SHALL NOT
REQUIRE POST INSERT.
CONCRETE SHALL DEVELOP A MINIMUM
COMPRESSIVE STRENGTH OF 2500 PSI IN 28
DAYS.
POOL BARRIERS DETAILED AND SPECIFIED ON
THIS DRAWING ALSO COMPLY WITH 5TH
EDITION (2014) FBC R5101.17 (RESIDENTIAL).
FENCES IN BROWARD COUNTY MUST COMPLY
WITH 5TH EDITION (2014) FLORIDA BUILDING
CODE, SECTION 1616.2.1 FOR HVHZ
6W
NOTE: RESIDENTIAL POOL BARRIER TO BE
4& MIN. ABOVE GRADE. (FBC#
424.2A 7.1.1). FOR GREATER THAN 60 INCH
HEIGHT RAIL USE 1 INCH
PICKET OR ADDITIONAL HORIZONTAL
CHANNEL -TOP CAP
& 0" MAX. POST SPACING
ESIDENTIAL POOL BARRIER)
4' W MAX. POST SPACING
(BALCONY RAILINGS)
SCALE: NTS
G
ED 114'
TOP CAP
SNAP CAP PLATE
SNAP POST —
BOTTOM CHANNEL
CORE DRILL EXIST.
CONC. 31/2" DIA. AND
FILL W/ QUICK-ROKOR
EQUAL
'DIA. a
IT o .m .•®' s
PICKET SNAP POST
PICKET
OPENING
TO BE
LESS THAN
4 INCHES
-+ CHANNEL
OPENING TO BE NOT
MORE THAN 2INCHES
ALTERANTE FOR
BALCONY BALUSTERS
EMBED I -BEAM POST
INSERT MIN 21"
THAN
rR ILING EMBED TO EXISTING CONC. SLAB
R_.1 SCALE: NTS
2.625
TOP CAP
2.413
TOP CAP SPLICE
}2.0001
�0
L-40.125
2"x2" VERTICAL POST
}2.000�
I�� 0
13
❑ 0.125
3/4" PICKET 1" PICKET BOTTOM CHANNEL
.062 .062
WELD RAIL EXTRUSIONS
SCALE: NTS
TOP CAP
WALL MOUNT
BRACKET
0
BOTTOM
CHANNEL
WALL MOUNT
BRACKET
THESE PLANS AND ALL PROPOSED WORK
ARE SURJECT TO AM CORRECTIONS
REQUIRED DY FIELD INSKCTOAS THAT
/M��pAy�IY BE N�eE�CgEESASIA'R►Y IIiLV'ORDERpTO S
Agy
SELF -CLOSING
GRAVITY LATCH
3/4" PICKET
LESS THAN
INCH OPENINI
NOTE:
HEIGHT & WIDTH OF GATE TO
BE DETERMINED BY RAIL HEIGHT
R-3 TYPICAL GATE ELEVATION
SCALE: NTS
ARE THE RESPONSIBILITY OF THE
t2.0001 CONTr .,ql'R OF RECORD
Lu
Q 0. Z
_
-_
�j
,,,,,y�/
• .....••. ! `�
Pao,,,.
PROFS
�
�I(ht3ALISL
ES
2.0� 11.71150 o-c �� 5
—41.624 SNAP POST PLATE
SNAP POST POST INSERT HR2
HR4
44" HEIGHT
SHOP
WELD
m is
1' H
OST INSERT
4" DIA. HOLE
-BASE PLATE
5
ST. LUCIE COL
-2.0001 2.468 BUILDING DIVI
f IEVIEVVE
NTY
31ON
-
ELEVATION
1.21 2.000 FOR COW.PLU
—� REVIEWED BY
TOP CAP SNAP POST DATE . ^Ti r11
2.000 t1.7954 PLANS AND PE
SNAP CAP PLATE SNAP POST ; LAT- MUST BE KEPT ON
O INSPECTIC°1.';'ILI
OE
SHOP
BASEWTEWELD
PPOST PLATE
STOP
4000ELD
MIT SNAPP
JOB OR
PE MADE
rl 3/4" PICKETS J
RnTTnnA CUAmmF=l _—Ode — A
INSERT
)1 /4" x 21l4"
CONCRETE
4.000 SCREWS
ICAL
ALT. MOUNT TO EXIST. CONC. SLAB
SCALE: NTS
G
Z_
U S
J J �
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N
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Vf w S8
QW y� J GI T
LLJ 6n of
yj
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J
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ZFE
5 Z :i
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o
in W ."' r-
LL
(A
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Ooa
m W
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W
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DRAWN BY
DATE DRAWN
03/30/17
REVISION
SHEET NO:
R-1