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AC ACRE
A/C AIR CONDITIONER IB C R 0 REMSI N BY
858
ALUM ALUMINUM 0. & C WB08" S. 0.09, W
ANC ANCHOR W SJ
APPROX APPROXIMATE �p�Z
AVE AVENUE
BRG BEARING µN
BLK BLOCK
BLVD BOULEVARD n�rNiol
BLDG BUILDING
BM BENCHMARK aNN ? /
CAN CABLE TELEVISION BOX II II III
C CALCULATED J
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4 --2' CVG
CB CATCH BASIN - +
Q CENTRAL ANGLE FND 5/8" 0
CLF CHAINLINK FENCE IB & C RWB 3858
CH CHORD
CONC CONCRETE `PELIeN CAN POINTS DRIVE - II CBS CONC. BLOCK STRUCTURE
CM CONCRETE MONUMENT
CNR COULD NOT READ (56' R/W) ASPHALT'
CPP CONCRETE POWER POLE 6 -
CDR CORNER - h�� — —_ ' rr �uls
COV COVERED 11 h % v CVG /
CMP - CORRUGATED METAL PIPE
CVG CONCRETE VALLEY GUTTER I < + J •./ r ,r '- r > fC't,.,/�'
D DEED
D/F DRAINFIELD o
DE DRAINAGE EASEMENT „�'\� O ui .'IBRIt, -,PAVER$. ` r<,'
DRAINAGE FLOW .y''�� \>g. N '"i� DRIVEWAY _ - 5�✓`.�' N
ESMT EASEMENT r�� OS, I �' )4}& �NALKS �:{ 1, .
EOC EDGE OF CONCRETE R6• r < �/ !
J y . 7
EDP EDGE OF PAVEMENT ^'�
EOW EDGE OF WATER - s0 00, SET IB ,' �!. ,Q7�;:zE�.•s /5.00 .�j'�.1:•-'f i<
EM ELECTRIC METER — — -- _ - t h t �, —
S51'42'07"E 133.21' s� , n SET IB
ES ELECTRIC SERVICE 1 i >�r r .r{ r - J } h \S'i j
FND 5/8" 1a
ELEV ELEVATION - r > ✓ > >>> .`,Y`'
ENCL ENCLOSURE IB & C RWB 3858 S .> >- �J,` t z >1 ` �>>C} > �'7 o
X 17.00 EXISTING ELEVATION
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FT ELD MEASUREMENT M ,�r f j ` (V r�i i � 4\^\� ✓;'C f <l,<y •C �i
FNC FENCE N �r_ ♦y ��, r w- 3.{.�,' w rev C.,�,„y `,'\y`C:. 00 rl
FITE FINISHED FLOOR ELEVATION l }k
FH FIRE HYDRANT
FPL FLORIDA POWER & LIGHTco
FND FOUND
GOVr GOVERNMENT r� }� 23.85' CQ
HSE HOUSE LI_ 1 p _
I & E INGRESS&EGRESS EASEMENT `� N ? �.,�6.36'61 -}� P /n " 1 .1W W
INV INVERT y >
IB IRON BAR ' d,k F 6 81
IP IRON PIPE d" �. 7 77 ,7 12-' 6.05' OR ' r-�
IB &C IRON BAR &CAP s— CONC '') o CONC o �' I D
IP &C IRON PIPE&CAP m N PAD
L ARC LEGAL DESCRIPTION ., <T Y a PADS k> ' M 1� ; �, D,I z z r
LE LANDSCAPE EASEMENT Z1.51' 6 CL O z
LB LICENSED BUSINESS NUMBER + �' 1 U) E- O
LP LIGHT POLE BEING ALL OF LOT 5, ACCORDING TO THE PLAT � �� �� -�'<,
M &W MAG NAIL&WASHER CO
MAG MAG NAIL OF PELICAN POINTS WEST AS RECORDED IN 31 44 -" :� ��, > '>� o "� (F�►'�'1 _
ME MAINTENANCE EASEMENT - t } ��;
MH MANHOLE , , t < ` N.: �� 0
MHWL MEAN HIGH WATER LINE PLAT BOOK 40 PAGE 35 AND 35A OF THEco
;. 4 ,, } ,,, '` '�'` ` ''�} , ' o
MF METAL FENCE REE.�STOY`` (� ✓
PUBLIC RECORDS OF ST. LUCIE COUNTY, L o � „` Yr
N & IT NAIL&TIN TAB U
N &W NAIL&WASHER FLORIDA. r , a T r' <y"` `N 0
NAVD NORTH AMERICAN VERTICAL DATUMN
NGVD NATIONAL GEODETIC VERTICAL DATUM c�.i l r '` ?` �t fh o W
J^ ( ) Q
NO ID NO IDENTIFICATION { CO AVERS
NTS NOT TO SCALE - 7.50' 7.50'
NAD NORTH AMERICAN DATUM DE DE
LOT 4 LOT z
ORB OFFICIAL RECORD BOOK 0.70'
0/S OFFSET TY� �.> 1 • S ,. t ` w W U
OHW OVERHEAD WIRE
8.64'PG PAGE
PK PARKER-KALON NAIL I W III >: ) 1.24' a Z
PK &TT PARKER-KALON NAIL& TIN TAB LOCATION MAP I -BRICK
PK &W PARKER-KALON NAIL&WASHER WOOD STAIRS PAVERS 6.25' dj
PVMT PAVEMENT `� „� IILO
<.. K ✓. w I^-I ..
PRM PERMANENT REFERENCE MONUMENT ! D - 23.71' ._F+,�-i - —..----
FLAT
IIII EC
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PB PLATBOOK ` - ---- - r FOUL .�'. ..j- - S51'42'08'"E
\t ' f r 1.73' w
PCC POINT OF COMPOUND CURVATURE : .`�`; 00 _
PC POINT OF CURVATURE - i\� - t
PI POINT OF INTERSECTION Z SPA - 20.81 SET IB
POB POINT OF BEGINNING `1,- „ 9.14' ;O: S51'42'08"E
POC POINT OF COMMENCEMENT '`� �� ti p \ - -'•.��9'95ry -``r�'-
POE POINT OF ENCROACHMENT !y o
PRC POINT OF REVERSE CURVATURE - 1 \\, '•� I ,, S .(•(1l ~� �
PT --- POINT OF TANGENCY--- y - \, S 18.09 �, $
PP POWER POLE - S ` 9 R
PPE PRIVATE UTILITY EASEMENT 15t 3g55'09" N Np. ,�j`I- Lo I�
t1 1.9s' E $,yy9 -use Q
PLS PROFESSIONAL LAND SURVEYOR `, ` z
IL PROPERTY LINE 5`�c S N
SET IB �-- Z O
PROP PROPOSED Ii �',} .\S3 20.05.
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o 17.00 PROPOSED ELEVATION =}, .� }. 955• — O V_
PRO PRORATED �ry 0g'e
R RADIUS ;, `y - +: [--�
RAD RADIAL
FIRS RAILROAD SPIKE
RNG RANGE
RLS REGISTERED LAND SURVEYOR '•��.
RCP REINFORCE) CONCRETE PIPE _ ---11 .nd`�,
R/W RIGHT OF WAY PRESERVATION AREA EASEMENT J o
SS SANITARY SEWER C UIII+,CIu
SECT SECTION ,�
SET I.B. SET 5/8 IRON BAR &CAP 114049 1; O� O APPROX. MHWL N W
SET PK SET PK NAIL&WASHER #4049 LOCATED IN FIELD'S W Z W W
S/T SEPTIC TANK - -— E--1NafEOn-ftd ELEV = -0.33 NA VD E0 r ' O
S/W SIDEWALK
SBT SOUTHERN BEII TELEPHONE BOX
S/F SQUARE FEET
S/D SUBDIVISION �,- '•1 '; - �t, EOW N Z N x
T TANGENTCS
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TCE TEMPORARY CONSTRUCTION EASEMENT '1 w
TOB TOP OF BANK •� M1 'i �4!1 f7i lJ Y G I3 in 5 Y9/7 t4, c� —
TOE TOE OF SLOPE �' a` til �S�Bn� / PLATTED MEAN HIGH WATER LINE 1 O '^
TWP TOWNSHIP
TRANS TRANSFORMER SE-North BIa� \ `i`i `
TYP TYPICAL :_ �,F�, �,,, ,,, �S3$40- _ - 46.56' GRAPHIC SCALE
UDE UTILITY& DRAINAGE EASEMENT U ! % ti PJfiIi1P; i - T 3 E 30•0 S62'16 37"E
UE UTILITY EASEMENT 1s1d1J�7 0'
X GasY.
U G UNDERGROUND � ` � - N" �— 20 0 10 20 (fl
WF WOOD FENCE
WM WATER METER -
WV WATER VALVE ��, INDIAN RIVER Date of field survey:
WPP WOOD POWER POLE .
0 DIAMETER
09�/2016
I�l®TES: ( W FEET )
1 inch = 20 ft. DRAWN
1. Survey of description as furnished by Client. R.F.C.
2. Lands shown hereon were not abstracted for easements and/or
CHECKED
rights—of—way of record. S.J.B.
1. PROPERTY ADDRESS: 7667 FELICAN POINTE DRIVE NOT VALID WITHOUT THE SIGNATURE AND THE 3. All bearings are referenced to the Northwesterly line of subject property,
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED plotted as N38°17'53"E, all others relative thereto. DATE
2. CERTIFIED TO: 4. Elevations shown hereon are relative to North American Vertical 09 19 2016
SURVEYOR AND MAPPER. Datum of 1988, and are based on bench mark IRISH . SCALE
5. There are no above ground encroachments, unless otherwise shown. 1 = 20'
— DANIEL B. LONGMAN 6. The Notional Flood Insurance Program designation as indicated on JOB NO.
STEPHEN J. BROWN, .,.INC ,, . the F.E.M.A. Map No. 12111CO303J , dated 02 1612012 ,
— VALENTINA M. LONGMAhI locates the parcel in Zone AEAE, VE,�, base flood elevation 7.0. 9.0 feet; 6946-01 -01
subject to any scaling and interpolation factors associated with mapping of this SHEET
OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY accuracy. This data is an inter retation by the slrrveyor and is provided ONE
�,- as a courtesy. The flood zone) should be verified by a determination agency.
_ 7. Underground foundations & utilities not located unless shown.
WALTER G. WOODS, P.A. �` 8. The expected use of the survey and map is for variance application.
"AND"
9. All measurements are in accordance with the United States standard, in feet.
STEPHEN J. BROWN, PROFESSIONAL 1� VL�Y�r AN�f �`�lAr'P4P 10. Additions or deletions to surveymops or reports b other than the signing
REGISTRATION NO. 4049, STATE OF F'L0Fz!bA(i p p y g g OF ONE SHEETS
party or parties is prohibited without writtn consent of the signing party or parties.