HomeMy WebLinkAboutPlat Of Survey 12-6-17Legend
& Abbreviations: (symbols not
scaleabie
for size)
PLS -
PROFESSIONAL LAND SURVEYOR
E— -
GUY WIRE
PSM -
PROFESSIONAL SURVEYOR & MAPPER
-
WOOD UTILITY POLE
LB -
LAND SURVEYING BUSINESS
-
TELEPHONE SERVICE
C. -
CENTERLINE
-
CABLE T.V. BOX
R -
RADIUS
-
EIlECTRIC BOX
L -
LENGTH
-
LIGHT POST
41 -
DELTA ANGLE
-
WELL
E/P -
EDGE OF PAVEMENT
-
HYDRANT
B/C -
BACK OF CURB
C4 -
GATE VALVE
B.M. -
BENCHMARK
-
IRRIGATION VALVE
POC -
POINT OF COMMENCEMENT
MM -
WA ER METER
POS -
POINT OF BEGINNING
OS -
SANITARY MANHOLE
o -
(PCP) PERMANENT CONTROL POINT
-
SANITARY SERVICE
PCP -
PERMANENT CONTROL POINT
-
SEPTIC TANK
IS -
(FIRM) PERMANENT REFERENCE MONUMENT
® -
DRAINAGE MANHOLE
PRM -
PERMANENT REFERENCE MONUMENT
-
CURB INLET
® -
(IP) IRON PIPE
00 -
SURFACE INLET
IP -
IRON PIPE
-
MITERED END SECTION
0 -
(IRC) IRON ROD & CAP
-
CONCEPTUAL DRAINAGE
IRC -
IRON ROD &CAP
-
STREET SIGN
0 -
(CM) CONCRETE MONUMENT
23.51 -
PROPOSED GRADE
CM -
CONCRETE MONUMENT
NAVD -
NORTH AMERICAN VERTICAL DATUM
-
(MM) -
FOUND
MEASURED
17, 5 -
`
TYPICAL ELEVATION
- PINE TREE
A/C _
AIR CONDITIONER
(P) -
PLATs�
CONC. -
CONCRETE
(C) -
CALCULATED s
F F-
FINISH FLOOR
(OA) -
R/W -
OVERALL
RIGHT OF WAY M , OAK TREE
..
BSB -
BUILDING SETBACK LINE
(R) -
RADIAL
E': /ELEV. -
ELEVATION
(NR) -
NON -RADIAL - PALM REE
R\W -
RIGHT OF WAY
AB -
AS -BUILT
P/K -
PARKER-KALON
FT. PIERC" CUT
EXISTING CONSERVATION EASEMENT,
O...R.o 1814, PAGE 1651 \
SAFE UPLAND LINE
WEIZAND/ SHORELINE CONSERVATION EASEMENT
(CROSS -HATCHED AREA)
i
OTHERWISE PROTECTED AREA
ESTASUSHED 11-16-1991
PER FLOOD INSURANCE RATE MAP 11211IC009J J,
DATED FESRUARY 16TH 2O12
M ERIEw-ft'XA
LAN® SUFNEYORS
1717 INDIAN RIVER BLVD, SUITE 201
VERO BEACH, FL. 32960 LB#6(
PHONE: 772-794-1213, FAX: 772-794-1096
EMAIL: INFO@MLS-LB6905.COM
Report of Survey: (Project #13-024-2)
* TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC
* THIS SURVEY PERFORMED BY:
MERIDIAN LAND SURVEYORS LB#6905
1717 INDIAN RIVER BOULEVARD, SUITE 201
VERO BEACH, FLORIDA 32960
* PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE:
CHARLES H. BLANCHARD P.S.M.# 5755
* THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE
(5J-17, FLORIDA ADMINISTRATIVE CODE} IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR
THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF
A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT.
* THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS
OF PRACTICE , AS ESTABUSHED IN CHAPTER 5J-17.051, FLORIDA ADMINISTRATIVE CODE
* ELEVA IONS AND DIMENSIONS SHOWN HERECN ARE MEASURED IN FEET AND DECIMAL PARTS
THEREOF.
* THE LAST DATE OF FIELD WORK WAS: 12/05/17
* THE BEARING BASE FOR THIS SURVEY IS N22'30'39'W ALONG THE C-34TL-RLJNE OF SHORE SIDE
DRIVE AS SHOWN ON THE PLAT THEREOF.
* THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND
IMPROVEMENTS UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN.
* NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE
SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN.
* NO TITLE OPINION OR GUARANTEE IS CIPRESSED OR IMPLIED.
* UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME
LOT 1
\ � (VACANT)
D
\ 1Q �FNT
POOL PAD
0 ELEV. S. 94'
m •rn \ Sg•D
Si
w�
i Or
* LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT.
* THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE 'X' AND 'AE-4' PER
FLOOD INSURANCE RATE MAP #1211100093 J, DATED FEB. 16, 2012
* THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM, (NAVD),
OF 1988. THE PRIMARY BENCHMARK FOR THIS SURVEY IS: A NATIONAL GEODETIC SURVEYING
MONUMENT (NGS) P 633 ELEVATION 1.49' NAVD.
' THE CONVERSION FACTOR FOR NGVD 1929 TO NAVD 1988 IS-1.483'. THIS WAS DETERMINED
USING CORPSCON FOR WINDOWS 6.0.1.
* ALTHOUGH BASED ON THE BEST AVAILABLE INFORMATION, THE BUILDING SETBACKS SHOWN
HEREON ARE NOT CERTIFIED TO AND MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION.
* ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR
PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
r
BUILDING SETBACKS (BSB):
FRONT - 25"
REAR - 15' MIN.
SIDES - 7.5'
ADDRESS: 3933 SHORE SIDE DRIVE
CIZe
A,C PAD
L EV. 5.92'
/
Z
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-- 4.
/ • ��9 1 z 5 'amN
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,GM
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1M
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5
WALK ' 1
ORICKR
39 p\oR1�EWP .. 0
Z
l
w
1 k p0 -
Q_ \
6'67 w.
iYi! 2 N \
SINGLE \� \
FA MIL Y e j7 6'
RESIDENCE N \ \
73 F.F.E.=6.23' \
(NA VD)
z
7
106'
i W P \
\ \ LOT 3
'• \ ` (VACANT)
REVISIONS
PROJECT) 13-024-02 4. 112106117 ADD FENCE & REVISE FINAL
DATE: 02/27/17 F.B. 260 PG.j3 3. 05115117 ADD CERTS
DRAWN BY.• D.B. 2. 04125117 FORMBOARD
CHECKED BY C.H.B. 1. 03129117 SHOW WETLAND HATCH
SCALE: 1"=20' SHEET. 1 of 1 NO. DATE DESCRIP77ON
��1
60•"
r
TYPE: BOUNDARY & TOPOGRAPHIC
CHB
CHB
CHB
CHB
RA
FD 5/8" IRC
LB#6905
5'X10' UTILITY
EASEMENT
\RG
10 1�P EMENT
& NTIss
! 1�
Line Table
LINE +
LENGTH
BEARING
Li ,
31.25'
S86°37'49"E
1_2 I
45.04'
N22°30'39"W
1_3 !
20.00'
N67°29TV'E
5' SIDEWALK
4oE ,
GRAPHIC SCALE
20 0 10 20
( IN FEET )
1 inch = 20 ft.
' LEGAL DESCRIPTION:
LOT 2, TARPON FLATS SUBDIVISION, ACCORDING TO THE
PLAT THEREOF, AS RECORDED IN PLAT BOOK 69, PAGE
27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY,
FLORIDA
Certified To:
1) JUSTIN CLAY PRICE AND JANELYNWILSON PRICE
2) FLORIDA COMMUNITY BANK, N.A., ISAOAJATIMA
3) ALLIANT NATIONAL TITLE INSURANCE COMPANY
4) OCEANSIDE TITLE & ESCROW, INC
Curve Table
CURVE LENGTH
RADIUS DELTA
CH. BEARING
I CH. LENGTH
C1 I 20.33'
45.00' 25-52-50"
S9°34'14"E
20.15'
LOT 11
(VACANT)
BENCHMARK
FD P/K NAIL & DISK
PCP LB#6905
r AT POINT OF
INTERSECTION
ELEV.=3.89' NAVD 1988
N I \
w
W
5'X10UTIUTY
\ \ EASEMENT
x.- o
� m
0
o � m
\D v
<a' 2
o�
PLAT OF SURVEY FOR:
JUSTINANDJA]dLYNPRICE
NAIL`
LOT 12
(OCCUPIED)
\ F.F. ELEV.=7.79(NGVD)
THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR
AND MAPPER NAMED BELOW.
3�\�L-1.411
CHARLES H. BLANCHARD, P.S.M.J5755
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