HomeMy WebLinkAboutSurvey 11-22-17REPORT OF SURVEY:
TYPE OF SURVEY: BOUNDARY
THIS SURVEY PERFORMED BY:
MERIDIAN LAND SURVEYORS U8MD5
1717 INDIAN RIVER BLVD. SUITE 201
VERO BEACH, FLORIDA USED
PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE:
CHARLESNBLANCHARD P.S.M-0955
• THEEPECTED USE OFTHE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE(SI-/7,
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FLORIDA AOMWISTRATIVE CODE)IS SUBURBAN. THE MINIMUM RELATNEACCURACY FORTIES TYPE OF
SURVEY IS 1 FOOT IN T,500. THE MEASUREMENT AND CALCULATION OFA CLOSED
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BOUNDARY
GEOMETRIC FIGUREWAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT.
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• THIS SURVEY MEETS ALLAPPLICABLE REQUIREMENTS OFTHE FLORIDA STANDARDS OF PRACTICE
AS CONTAINED IN 51-17, FLORIDA ADMINISTRATIVE CODE
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• ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS
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THEREOF.
• THE LAST DATE OF FIELD WORK WAS: 0511SAI.
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• BUILDING SETBACK LINES, IF SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION, BUT ARE
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NOTCERTIFIEDTO.THESETBACKS'MUSTBE VERIFIED PRIORTO DESIGN OR CONSTRUCTION
• THE BEARING BASE FORTIES SURVEY IS N89'SB'14•EALONG THE NORTH PROPERTY LINE OF LOTZ/AS
SHOWN ON THE PLATTHEREOF.
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STORM ORAINAGE 1
THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OFANYUNOERGROUND
IMPROVEMENTS:UTILITIES,FOUNDATIONS. ENCROACHMENTS. EXCEPTAS SHOWN
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OR
• ND. INSTRUMENTS OF RECORD REGAROINSGS EMENTS,RIGHT-0FWAYS, OR OWNERSHIP WERE
SHOWN
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SUPPLIED TO TIES SURVEYOR EOCCEPTAS
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' NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED.
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MANHOLE
• UNLESS A COMPARISON IS SHOWN, PLATVALUES AND MEASURED VALUES ARE THE SAME
• LEGAL DESCRIPTION IS AS PROVIDED BYTHE CLIENT,
• UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION IS. UNIDENTIFIED.
• THE PARCEL OF LAND SHOWN HEREON APPEARS TO. BE IN FLOOD ZONES•VE-11-, AND •AE-T•PER
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FLOOD INSURANCE RATE MAP 012111=113 J. DATED FEBRUARY 16TH, MIZ
' THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICALDATUM(NAVD)OF
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198&THEBENCHMARK IS FLORIDA DEPARTMENT OF TRANSPORTATION MONUNIENT•AIAS4 BMIT..
ELEV c 3.51- RAVD'B& SnE BENCHMARKISAS SHOWN
• THECOORDINATEVALUESSHOWNHEREONAREREFERENCEDTOTHE NORTH AMERICAN DATUM OF
' 198311990 ADJUSTMENT, FLORIDA SATE PLANE COORDINATE SYSTEM E4STZONE
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L=502
. THE MEAN HIGH WATER ELEVATION OF 0.51 MAYO 190E FOR THIS SURVEY IS BASED ON '
-
1
R=1723373
OQTA=OT71'00"
INTERPOLATION BETWEEN TIDE STATION 1008B4 AND TIDE STATION 100875, OBTAINED FROM
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BEAR/NF1V216911 W
LAND BOUNDARY INFORMATION SYSTEM (LABINS) WEBSITE.
OTHER THAN THE SIGNING PARTYOR
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�r'�=E�
. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY
PARTIES IS PROHIBITED WNH OUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
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Legend & Abbreviatllons: (symbols not scaleable for.size)
°Z < TT
PLS
- PROFESSIONAL LAND SURVEYOR
E-
`Q`
- GUY WRE -
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PSM
- PROFESSIONAL SURVEYOR & MAPPER -
- WOOD UTILITY POLE\
ONE VICE
° $
'LB
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LAND
- CENT7tUNE SURVEYING BUSiNE55
®
_ CABLE BO
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- RADIUS
®
- ELECTRIC BOX \
oja \�
Ym
L
- LENGTH
LIGHT POST
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G
- DELTA ANGLE
- -EDGE OF PAVEMENT
•-
- WELL
- HYDRANT
p0 \9, \�j
.�.
E/P
B/C
- BACK OF CURB
DO
- GATE VALVE
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B.M.
- BENCHMARK -
- IRRIGA"ON VALVE
-Na90 \
OF
NGGEM�T
DO
WATER METER
-
POB
BEGINCOMMN
- POINT OFPOINT
- (PCP PERMANENT CONTROL POINT
®
SANITMY
- SANITARY SERVICE
'PCP
- P ANENT CONTROL POINT
®
- SEPTIC TANK
Q ,1
�+� `f
9
PRM
- (PRM) PERMANENT REFERENCE MONUMENT
- PERMANENT'REFERENCE .MONUMENT
®
®
- DRAINAGE MANHOLE
- CURB INLET
-
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0
- (IP) IRON PIPE
®
®
- SURFACE'INLET
° t
IP
- IRON' PIPE
- MITERED END SECTION
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®
- (IRC) IRON ROD & CAP
- IRON ROD & CAP
- CONCEPTUAL DRAINAGE.
- STREET SIG
0IRC \
EI - (CM) CONCRETE' MONUMENT
L - PROPOSED:GRADE
CM, = CONCRETE MONUMENT
NAVD - NORTH AMERICAN VERTICAL DATUM
FD - FOUND
5 - TYPICAL. ELEVATION
(M) - - MEASURED(0)
.. A/C. - AIR CONDITIONER
\ 0
DEED
CONC. - CONCRETE
50•
(C) - CALCULATED -
F.F. - ' FINISH FLOOR '
(OA) - -OVERALL
BSB - BUILDING SETBACK LINE -
CCIR -' CERTIFIED ,¢ORNER RECORD
F.F. - FINISH FLOOR
® - EACH DAISIES W/ 01A
EL/ELEV. - ELEVATION
-
® - SEA GRAPES W/ DIA
R/W - RIGHT OF WAY
\-
3Q' - SEA OATS W/ DI0.
...
AS - AS -BUILT -,
_
- PARKER-KALON
\
- STRANGELR FIG W/.DIA
.. �YP�/)<
FICUS W/ DIA
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- BANYAN. TREE W/ DIA
,J - IRON WOOD W/ DIA' -
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PALM TREE W/ DIA ..
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LEGAL DESCRIPTION:
LOT 27. DIAMOND SANDS PLAT NO.Y, ACCORDING TO THE PLAT
THEREOF, AS RECORDED IN PLAT BOOK 54, PAGES
4046, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA
CERTIFIED TO:
1. EUGENE W. NEWMAN AND LYNDA M. NEWMAN
2 FLORIDA COMMUNITY BANK MA, ISAOAIATTMA
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3, OCEANSIDE TITLE
4. ALLIANT NATIONAL TITLE INSURANCE COMPANY'
MERIDIAN
LAND SURVEYORS
1717 INDIAN RIVER BLVD SUITE 201
VERO BEACH, FL. 32960 LB#6905
PHONE: 772-794-1213, FAX: 772-794-1096
EMAII.: LB6905@BELLSOUTH.NE!
TYPE -BOUNDARY
PROJECT,:' 17-024
DATL: 01=17 F.B. 264 PG52
DRAWNBY.• C-KB.
CBBC= BY., C-EB.
SCALE 1?0 S= I OF I
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GRAPHIC SCALE
(IN FELrC )
I loch - 20 2L
N8958'14 - 223.89 (OA) \ \
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LOT 26 \ \ \ \\
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FD
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y°959 1 0
\ FD 1B' IRC __ ___ - -.--- _ r ------------------ -_
�PSM �44971 N895874 E 296.89 (OA 0 -OVER 11' ACCESS EASEMENT
10L2T 10' ACCESS EASEMENT
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LOT 27
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TOP OF WALL
ELEV.=3.9'TO
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ELEV=5.27
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REVISIONS
6130177 ADD CBRTS & PRO -POOL .
DATE DBSCRIPTION
I
7.00
I:
-----'
FD 518' IRC
I FSM 14971
N8958'14°E 307..11;(OA) -
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FD
3-T959 LB .
1 1 1
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SEWER
1 MANHOLE 1
--��STORM DRAINAGE
\ MANHOLE ..
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LOT 28 \ \ \ \ \
N0958'14 E 306. 19'
PLAT OF SURVEYFOR:
EUGENE W. NEWMAN
. AND
LYNDA M. NEWMAN
North
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F-.EAR
0
Curve Table
CURVE
LENGTH
RADIUS
DELTA
CH. BEARING
CH. LENGTH
C7.
67.41'
17238.75'
0.11'27"
N21-42'57RN
57.41'
CS
59.19,
294.00'
13.29'00'
NB•18'4D'W
'69.03'
C9
625'
213.09
1-40'50-
S2.24'35"E
625
THIS SURVEY is NOT. VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF
THE FLORIDA L(CTENSED SURVEYOR AND MAPPER NAMED BELOW.
File Copy
C 7A RT:Fs rj�k 41�ClRD
P.S.ILL #5755
or ,
1,
2
3.
4.
5.
6.
7.
8.
9.
SPECIFICATIONS
POOL BARRIERS DETAILED AND SPECIRC& :1
THESE I, AWINGS COMPLY WITH THE
QUIREMENTS OF 5TH EDITION (2014)
FLORIDA BUILDING CODE: SECTIONS 454. 2.17.
1.1 THROUGH 454.2.171.10 AS APPLICABLE
ALL ALUMINUM EXTRUSIONS SHALL BE
6061-T6. ALL SHOP WELDS SHALL USE 5356
FILLER MATERIAL WITH 3/16 IN. 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
60"
R-1 RAILING EMBED TO SOIL
R_.1 SCALE: NTS
NOTE: RESIDENTIAL POOL BARRIER TO BE
48' MIN. ABOVE GRADE. (FBC#
424.2.17.1.1). FOR GREATER THAN 60 INCH
HEIGHT RAIL USE 1 INCH
PICKET OR ADDITIONAL HORIZONTAL
CHANNEL
6' 0" MAX. POST SPACING
ESIDENTIAL POOL BARRIER)
4' 6" MAX. POST SPACING
(BALCONY RAILINGS)
CAP
KR-4PICAL RAILING ELEVATION
SCALE: NTS
PICKET
G
=D 114'
' DIA.
I.S.I.
iT
TOP CAP.
SNAP CAP PLATE
SNAP POST---,,,,SELF-CLOSING
GRAVITY LATCH
ALTERANTE FOR
BALUSTERS
//-BALCONY
EMBED POST
/ NSERTIMIN 21'
BOTTOM CHANNEL
CORE DRILL EXIST.
CONC. 31/2" DIA. AND
FILL W/ QUICK-ROK OR
EQUAL
LESS
THAN
3"
MIN.
:ESE PLANS AND ALL PROPOS K
RE. SUBJECT T ANY CORREC I ILING EMBED SO EXISTING CONC. SLAB
.-REQUIREDCALE: NTS
BY F7=LD INSPECTO
`.4Ay ;' E NECEScc AP.Y IN ORDER T
:OMPLY WITH ALL APPLICABLE CODES.
CAP
NOTE:
HEIGHT & WIDTH OF GATE TO
BE DETERMINED BY RAIL HEIGHT
GATE ELEVATION
SCALE: NTS
/
LL
LLjI
0.
11 \
PR FE SSIdNHL SUL
x 2" POST
GRAVITY HINGES
2.625 }2.0001
I I + 2.000I ro.1oo
F171
D TOP CAP � f-1
CONCEALED FA TENERS �MENTS WALL MOUNT 2.�E 1.-L t0.06o 5
ARE THE S1IONS10il E o.125 BRACKET �1.624
2"x2" VERTICAL POST SNAP POST PLATE
CON CTOR Of R ® H R4 SNAP POST POST INSERT HR2
TOP CAP SPLICE }2.000#
I 11000 " BOTTOM
SNAP POST rl� 125 CHANNEL
0.WALL MOUNT 21" HEIGHT
3/4" P❑ICKET BOTTOM CHANNEL 44"HEIGHT POST
l" PICKET BRACKET I11, POST INSERT
042 ,.0622 SHOPLLD I 1/4" DIA. HOLE
PICKET �IVELD RAIL EXTRUSIONS RAILING TO BUILDING MOUNT BASE PLATE
OPENING SCALE: NTS SCALE: NTS
TO BE a
LESS THAN 0.375
4 INCHES ELEVATION
2.468 I
}2.000{
1 II II 2'000 SHOP
u u—} BASE PLATE ll'v WELD
TOP CAP SNAP POST
SNAP POST PLATE
I Vfi
I SNAP POST o 0
-t- t 2.000 t1.795 SHOP
t SNAP CAP PLATE SNAP POST PLATE 4.000 "^ WE �
® POST INSERT
BOTTOM
CHANNEL (4) 1/4" x 21/4"
3/4" PICKET �" PICKET CONCRETE
OPENING TO BE NOT BOTTOM CHANNEL .040 .040 4.000 SCREWS
MORE THAN 2 INCHES
MECHANICAL RAIL EXTRUSIONS ALT. MOUNT TO EiNTS���,
SCALE: NTS SCALill
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DRAWN BY
DATE DRAWN
03/30/17
REVISION
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SHEET NO: