HomeMy WebLinkAboutFormboard SurveyL-1
N57'3G'35'E 16.74'
L-2
N45'11'18'E 35.57'
C-1
L=52.08'
R=G07.00'
A=4'54'57'
CB=554'25'11'W
CD=52.06'
C-2
L=52.05'
R=G07.00'
A=4'54'48'
GB=N49'30'19'E
CD=52.04'
G4
VACANT
(THIS SURVEY MAP AND REPORT OR COPIES THEREOF ARE
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER,
WILLIAM E. HAY 8T THI
PA
ROPMONIONAr. LAND 9WAVX x ii m Ac"I?wit
HZORMA RMOISTRATIOW NO 4416
/ \ \ LEGEND DF SURVEY e>;>:acvteTTnuc \
A DELTA ANGLE H.W. HEAD WALL
A/C AIR CONDITIONER L LENGTH
AVE. AVENUE LIGHT POLE
/ AVERAGE N MEASURED
B.B.
B.B. HEARING BASE M.H. MANHOLE
I. BASELINE M,H.W.L. MEAN HIGH WATER LINE
H.M. BENCH MARK MON. MONUMENT
BLK, BLOCK N&D NAIL 6 DISK
BLVD. 80Ut EVARD N. NORTH
B.S.L. BUILDING SETBACK LINE No. NUMBER
C. CURVE N.IC. NOT INCLUDED
C.B. CHORD HEARING O-KW, OVERHEAD WIRES
C.B.S. CONCRETE BLOCK PG, PAGE
�
STRUCTURE P.K. PARKER KALON NAIL D. CHORD DISTANCE
CENTERLINE 1 P.C. POINT OF CURVATURE PLAT
C.L.F. CHLINK FENCE P,C�P. PERMANENT CONTROL POINT
C.D. CHORD DISTANCE � C.M. CONCRETE MONUMENT P.I. POINT OF INTERSECTION
C.LP. CORRUGATED METAL PIPE P.L. PROPERTY LINE
VACANT P.M. POWER METER
C RRC C�ITYTROAD P.O.B. POINT OF BEGINNING
/ CT. COURT ROC. POINT OF COMMENCEMENT
PRC POINT OF REVERSE CURVE
COR. CORNNEERTE SLAB P.R.M. PERMANENT REFERENCE MONUMENT
D. DEED PROP. PROPOSED
D.E. DEED / \ POWERPOLE
DEP DEPARTMENT OF �, RADIAL OR RADIUS
\ ENVIRDMENTAL PROTECTION R/W RIGHT OF WAY
DIST, DISTANCE S. SOUTH
DNR DEPARTMENT 13F SEC. SECTION
\ NATURAL RESOURCES SOFT. SQUARE FEET
DR. DRIVE S.R. STATE ROAD
E. EAST ST. STREET
ESMT. EASEMENT STA. STATION
ELEC. ELECTRICAL STRUC. STRUCTURE
L; ,f
EL. ELEVATION SUB. SUBDIVISION
;AP VACANT F.F. FINISHED FLOOR WATER T.B.M. TEMPORARY BENCH MARK
LOOR TELE. TELEPHONE
'V FOGRAPHICAL
9, FN FIREIREOUNTOPE. TOPHYDRANT T.O.H. TOP OF HANK
\ F.P.L. FLORIDA POWER L LIGHT TR. TRACT
I.P. IRON PIPE TWSP, TOWNSHIP
I.R. IRON ROD U 6 D UTILITY L DRAINAGE
I. INVERT IRR IRRIGATION U. ' � TADABLE
\ \ GRGOVERNMENT WV WATER METER
� GR.. GRADE WV WATER VALVE
GND. GROUND COMBINED LOTS
HORZ. HORIZONTAL
A� H.P. HIGH POINT
0 VACANT
N \
O x
00
S \ / LEGAL DE5CRIPTION, ALL OF LOT 30
19 v> \ RIVERPOINTE AT THE SANDS -
�0� PHA 5E II
ACCOATBOOK DIOTHE PLAT THEREOF 43A RECORDED
. PAGE 1G OF THEPUBLIC
N P
O. RECORDS OF 5T. LUCIE CO.. FLORIDA.
CONTAINING 0.22 ACRE5 MORE OR LE55
•J \
SURVEY NOTES:
J 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED
p�� \ FOR RIGHTS —OF —WAY AND/OR EASEMENTS OF
,V �P\0 0\ �� RECORD.
2. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW
4 �O 04!'� F NAMED INDIVIDUALS.
3. LEGAL DESCRIPTION SUPPLIED BY CLIENT.
04. SQ. FT. OF HOUSE (IF SHOWN) SUPPLIED BY
CLIENT.
5. NO STRUCTURES OR UTILITIES THAT ARE
a.
BENEATH THE SURFACE HAVE BEEN LOCATED.
6. ALL SET CAPS LABELED PSM L.B. 8351 ARE
\ / SUPPORTED
FFO ND CAPS A 5/ 8 18" LONG 5 RODREBR.
ALLWITH A CAP AS LABELED ON SURVEY.
c�
`/ / ALL FOUND REBAR ARE A 5 8" h� � �� °i' / / ROD UNLESS
OTHERWISE NOTED.
7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED
UNLESS OTHERWISE NOTED.
8. BEARING BASE ON THE NORTH LINE OF LOT 30
(�� ��� 9. ORIGINAL IRC BM: D-307 EL.=3.34' NAVD 88.
POINT 10. ELEVATIONS (IF SHOWN) HEREON ARE BASED
OF / \ ON N.A.V.D. (1988), UNLESS OTHERWISE NOTED.
d �,
CURVATURE
coCERTIFIED TO:
� S UND� \ / • • P KATH E NASSELIN
GROUND \� f `� SO •��-PV
ELEC. \�V' -(
BOX '1 I� �p pP� i.. O T 18
WATER 0. Y \ _ I pO QL OCCUPIED
GO METME ER TELE. V �� P�14� F.F.EL.=5.9'
BOX
trh GOBOXST / ON X MARK
EL -4.73'
Y 1.� OCCUPIED \
F.F.EL.=6.1'
OCCUPIED
F.F.EL.=5.G'
�• T
KMA Engineering & Surveying' LLC
pp��
" Consulting Engineers cX Surveyors
SURVEY TYPE:
BOUNDARY/SITE
DATE:
REVISIONS:
BY:
FLOOD ZONE: X, AE-4.0'
EFFECTIVE DATE: 02/19/2020
PNL NO.: 12111CO181 K
CKED BY:
W.E.H.
DRAWN BY: SMD
11/8/21
FORM BOARD SURVEY
SMD
® INDICATES EXISTING ELEVATION
50 INDICATES ELEVATION
I O INDICATES AS -BUILT ELEVATION
ELEVATIONS ARE FOR CALC.PURPOSES ONLY.
FIELD BOOK: 394
234514th Ave. Suite 3 Vero Beach, Fl. 32960
Phone: (772) 569-6680 Fax: (772) 770-3446 E-Mail: surveygkmati-com
PAGE NO. 40
nELD DATE: 05/03/21
scALE: 1 "=20'
F.N(31i RI URVEYI N Certificate of Authorization Number: L.B.8351
'10B N0i 21-2348