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\ 5G1'33'55'W 273.75' CM.) N30'01'54'W 30.00' CM.) / G°2i+h
559'31'19'W 283.81' CD.) N32'30'30'W 30.00' CO.) / H.W`
,.. _ H.V.
PARCEL 1
�� BEGINNING AT A POINT SOUTH 5931'19' WEST. A D15TANGE OF G37.G7 FEET
90 FROM WHERE THE SOUTHWEST RIGHT OF WAY LINE OF INDIAN RIVER DRIVE
INTER5ECT5 THE SOUTHEAST PROPERTY LINE OF LOT 19, FEE PROPERTY,
ACCORDING TO THE MAP OR PLAT THEREOF. A5 RECORDED IN PLAT BOOK 4.
PAGECS) 44, PUBLIC, RECORDS OF ST. LUCIE COUNTY. FLORIDA AND
EXTENDING THENCE,
1. SOUTH 59'31'19' WEST, A 015TANGE OF 253.81 FEET TO A MONUMENT
BEING THE NORTHEAST RIGHT OF WAY LINE OF THE FLORIDA EAST COAST
RAILROAD, THENCE,
2. NORTH 25'38'32' WEST ALONG SAID RAILROAD RIGHT OF WAY. A
D15TANCE OF 211.90 FEET TO THE SOUTHEAST LINE OF LOT 15. OF SAID
SUBDIVISION. THENCE,
3. NORTH G5'20'19` EAST. A D15TANCE OF 282.85 FEET ALONG SAID
5OUTHEA5T LINE OF LOT 15. TO A POINT. THENCE,
4. SOUTH_25'38'32' EAST. A DISTANCE OF 153.13 FEET TO THE POINT AND
'PLACE OF BEGINNING.
PARCEL 2
BEGINNING AT A POINT WHERE THE SOUTHEASTERLY RIGHT OF WAY LINE OF
INDIAN RIVER DRIVE INTERSEGT5 THE SOUTHEAST PROPERTY LINE OF LOT 19.
FEE PROPERTY. ACCORDING TO THE MAP OR PLAT THEREOF. AS RECORDED
IN PLAT BOOK 4. PAGEC5D 44 PUBLIC RECORDS OF ST. LUCIE COUNTY.
FLORIDA. AND EXTENDING THENCE,
1. NORTH 32'30'30' WEST. A DISTANCE OF 30.00 FEET TO A POINT.
THENCE,
Z. NORTH 59'3l'19' EAST, A D15TANCE OF 75 FEET +/-, TO THE WATERS
OF THE INDIAN RIVER. THENCE,
3 MEANDERING IN A SOUTHEASTERLY DIRECTION ALONG SAID WATERS: A
015TANCE OF 30 FEET +/- . TO, THE POINT OF INTERSECTION WITH THE
SOUTH LINE OF LOT 19. THENCE,
4. SOUTH 59'31'19' WE5T. A DISTANCE OF 75 FEET +/-. TO THE POINT AND
PLACE OF BEGINNING.
PARCEL 3
AN UNDIVIDED 1/3 INTEREST IN THE FOLLOWING.
• ND DF SURVEY AB VIATION -
DELTA AN5t L. LENGTH THE NORTH 15 FEET LYING EAST OF THE FLORIDA EAST `COAST RAILROAD
AIR CONDITIONER LIGHT POLE RIGHT OF WAY OF THE FOLLOWING DESCRIBED PROPERTY,
AVENUE M. MEASURED
G. AVERAGE MR MANHOLE
BEARING BASE M WL MEAN HIGH WATER LINE LOTS 1 AND 2. MILL f:R'5 SUBDIVISION. ACCORDING TO THE MAP OR PLAT
BENCH MARK - MCN MONUMENT
BLOCK NCD NAIL a DISK THEREOF. AS RECORDED IN PLAT BOOK G. PAGEC5) 48. PUBLIC RECORDS OF
D. CURVE BOULEVARD rN•o NUMBER 5T. LUCIE COUNTY, FLORIDA.
CHORD BEARING NUC MOT INCLUDED
S. CONCRETE BOCK O.NW. OVERHEAD WIRES
STRUCTURE M. PAGE -
CHORD DISTANCE P.K. PARKER KALON NAIL
CENTERLINE
F, CHAIN LINK FENCE P. PLAT
CONCRETE MONUMENT P.0 POINT PERMANENT CURVATURE SURVEY NOTE$:
C. CONCRETE P.I. OINTOCONTROL POINT 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR .RIGHTS -OF -WAY
CLEAN OUT P.I. POINT OF INiERSECTII]N
COUNTY ROAD PL. PROPERTY LINE AND/OR EASEMENTS OF RECORD.
COURT P.M POWER METER.
CONCRETE SLAB P.M. POINT OF BEGINNING 2. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW
CORNER P,o.0 POINT OF COMMEMCEMENT NAMED INDIVIDUALS
DEED PRC POINT OF REVERSE CURVE
DEED BOOK -' PAX PERMANENT REFERENCE MONUMENT 3. LEGAL. DESCRIPTION SUPPLIED BY CLIENT.
DEPARTMENT OF COn POWER POLE
OPIDMOENTAL PROTECTION RA➢ RADIAL DR aAmus 4. SO. FT. OF HOUSE (IF SHOWN) SUPPLIED BY CLIENT. -
T. DISTANCE R/V RIGHT OF WAY 5. NO STRUCTURES OR UTILITIES THAT ARE BENEATH THE SURFACE HAVE
DEPARTMENT OF S. SOUTH
NATURAL RESOURCES SEC. SECTION BEEN LOCATED.
DRIVE S.Fr. SQUARE FEET. 6. ALL SET CAPS .LABELED PSM -WEH 4416 ARE SUPPORTED WITH AN 18"-LONG #5
RR STATE ROAD EASE EAST
ST. STREET REBAR
C. ELECTRICAL ST& STATION
ELEVATION STRUM STRUCTURE ALL FOUND CAPS AREA 5/8" ROD WITH A CAP AS LABELED ON SURVEY.
V. EWE OF WATER SUB. SUBDIVISION 7. ALL LOT DIMENSIONS- ARE PLAT AND: MEASURED UNLESS OTHERWISE NOTED.
FIRST FLOOR T.B.M. TEMPORARY BENCH NARK
FOUND TELE TELEPHONE 8. BEARING BASE ON THE WEST LINE OF PARCEL 1
FIRE HYDRANT T.O.B. TOP OF BANK 9, ORIGINAL IRC BM: EDEN EL.=7.05' NAVD 88
L. FLORIDA PAVER 6 LIGHT TOPE TOPOGRAPHICAL
IRON PIPE TR. TRACT 10. ELEVATIONS (IF.. SHOWN) HEREON ARE BASED ON N.A.V.D. (1988), UNLESS.
IRON ROD TWSP. TOWNSHIP
MVERT U.R. UNREADABLE OTHERWISE NOTED.
FOUND NAIL U S D UTILITY 6 DRAINAGE
T GOVERNMENT W. VEST
GRADE ® WATER METER CERTIFIED TO:
GROUN➢. VV WATER VALVE
Z. HORIZONTAL -r COMBINED LOTS
HEAD WALL BOB GARNETT
L-•2
\
L-6
\ N23'34'51'W
211.50'
CM.)
NG1'38'55'E 89.57' CM.) THIS SURVEY MAP AND REPORT ❑R COPIES THEREOF ARE
5
SURVEY TYPE:
BOUNDARY TOPO.
DATE:
REVISIONS:
BY:
FLOOD ZONE: X
EFFECTIVE DATE:,06/22/17
\l \ N25'33'32'W
211.90'
CD.)
N59'31'19'E 75.00't CDJ NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
HAYHURST LAND SURVEYING INC.
PANEL NO.: 12111CO292
K
2/7/l9
ADDED SITE
BDR
� INDICATES
EXISTING ELEVATION
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER',
L-3 L-%
CERTIFICATE OF AUTFtORIZATION NUMBER CL.B. 73G4�
so INDICATES
PROPOSED ELEVATION
2/12/19
CHANGED C,B.S TO FRAME
BDR
\ NG7'33'44'E 273.50' CM.) 542'22'45'E 30.91' CM.J siJFtVEYING Se MAPPING COMPANY CHECKED BY: kr E H
50 INDICATES
AS -BUILT ELEVATION
NG5'2D'19'E
282.85'
CD.)
5OUTHEA5TERLY 30.00't CD-)
DRAWN BY: -
L.E.H.
2/28/19
REVISED SITE
BDR
L-4
L-8
445 9TH ST. S.W. Unit-7
FIELD BOOK: No. .:.
_.
\ 523'17'30'E 183.81' CM.) 5G1'38'55'W 9G.18' CM.) VERO BEACH, FL. 32962 1171+
525'38'32'E 183,13' CD.) 559'31'19'W 75.00't CDJ O&V4
' PAGE No. 40
1' 7� 1 PHONE: ( 772) 579- 446 FIELD DATE:FAX: (772) 770-3446 11 09 18 '
\ WILLIAM E. HAY RST DA . SCALE: ,
PROFESSIONAL' SURVEY & MAPPER hayhurstls@live.com 1 =50'
\ FLORIDA REGISTRATION NO 4418 doe No.
118-481 ,
L
Iqo I O1(ol
f
/Recavo
RUG 0 6 MIS
., � .. LUE'e CaeNJitM
AID
j
Cod2
i�p�21 r' - / / \•P o•�,�rno'f° ` /. / / INDIAN RIVER
SG" PLASINV TIC
PIALUMMUM
PE
FUSE BOX
MN.WL 11/12/15
4
ICY- -y /
�,\C13 / L��S.. '�I 5 WOOI"1
\ �YB
a^'Kra K g vji\ 1__'+L'{•3 t??' `+\� `•1 yCCh rCiv ! -� /.. / ,.'' „.`.
"'Ae / 0 � C? / / O G / / - \ I EGAI DE5CFFTION=
e-
\ 000 cooOAlo'X\ f J/ PARCEL 1
\ G / \ \
! - / / ✓ i / // da D1 \ / 13EGNMING AT A POINT SOUTH 5931'19" WEST. A DISTANCE OF' D FEET
FROM WHERE THE SOUTHWEST RIGHT OF WAY LINE OF INDIAN RIVER VER RNE
NTER5EGT5 THE SOUTHEAST PROPERTY \ LINE OF LOT 19. FEE PROPERTY. C) \ / PAG C5)ACCORDING
44. PUBLIC REGORDSOF ST. LUCE COUNTY, LFLORIDA A AND BOOK 4.
EXTENDING THENCE,
-
\/�CnCr\�E�� �J \\ / 1. SOUTH 593119 WEST, A DISTANCE OF 283.81 FEET TO'A MONUMENT
�pSF �/ BEING THE NORTHEAST RIGHT OF WAY LINE OF THE FLORIDA EAST COAST
jES // \cO � RAILROAD: THENCE,
r / O CD�{ 2. NORTH 25'38'32' WEST ALONG SAID RAILROAD RIGHT OF WAY. A
0;31�� THE SOUTHEAST LINE OF LOT 1
O Lly�/�� SUBDIVISION.
/ 9
/ DISTANCE OF 211.90 FEET TO SOU EAS 8 OF SAID
��y / f\\��Cx ��3�� THENCE,
FND. DAP s,`
s\ r ✓ / BROWN) 'F ` OO /// // C'6 �0�"' r \ 3. NORTH G5'20'19" EAST. A D15TANCE OF 282.55 FEET ALONG 54ID
\ o.T'W., 0.9s.A or,,, D ///J/ \ / / ��cC\\fit t'`0C30 / SOUTHEAST LINE OF LOT 18. TO A POINT. THENCE,
` p ` i� " //�q� / / �• `- �.0 G' ice} S / \
``) 11000 / \ 4. PLACEUOF BEGINNING, EAST. A DISTANCE OF 183.13 FEET TO THE: POINT AND
::m TNG
O PARCEL 2
°y� 11�A'/� BEGINNING AT A POINT WHERE THE SOUTHEASTERLY RIGHT OF WAY LINE OF
5 INDIAN RIVER DRIVE INTERSECTS THE SOUTHEAST PROPERTY LINE OF LOT 19,
FEE PROPERTY. ACCORDING TO THE MAP OR PLAT THEREOF. AS RECORDED
4'WOOD/W RE IN PLAT BOOK 4. PAGEC5D 44. PUBLIC REGORD5 OF ST. LUCIE COUNTY.
a PEN°E osr C.ccJ FLORIDA. AND EXTENDING THENCE,
` /' / ,.• // 20GP� 9N Q 0� - / 1. NORTH 32'30'30' WEST. A DISTANCE OF 30.00 FEET TO A POINT.
C \ THENCE,
/ x
+ -
, y?r / 2. NORTH 59'31'19' EAST. A DlSTANGE OF 75 FEET / TO THE WATERS
W
FIND. GAP // ���! " \ ' �'� OF THE INDIAN RIVER. THENCE,
On�FZO;�PLATTED PROPERTY LINE QQ,R� iq3 \. 0.2'N.. i//J/,= /'• / l\Q v. gra"1'�°^�
MONUMENTED PROPERTY LINE V0 0.2,W/ / L,y-� /�.r\ /,. av �6. �✓ A� C t
11 3. MEANDERING N A SOUTHEASTERLY DIRECTION ALONG SAID WATERS: A
RAILROAD ? p A`4 Dwc SET BACK LINE '" \'?xfi , �O DISTANCE OF 30 FEET +/- TO THE POINT OF :INTERSECTION WITH .THE
TRACKS \ s a ,1�`�L.� / en0� pa' 700 010 / SOUTH LINE OF LOT 19. THENCE,
c
4.
OP \ 5% /// ~ BEGINNING. PLACE SOUTH
WEST. A DISTANCE OF 75 FEET +/-• TO THE POINT AND
v',��
FORMBOARD / // \ PARCEL 3
v �o \\ LOCATION l /
F.F.EL.=3G,2' / // - t { C AN UNDIVIDED 1/3 INTEREST N' THE FOLLOWING
/ to AA��a / \vk kr0 0`
So \\jB / // ' C 43g� \ QC� t ` C / THE NORTH 15 FEET LYING EAST OF THE FLORIDA EAST COAST RAILROAD
9s�, " `� \ / °. / / / r c�Nq - taY 0@l� 23 �0 y RIGHT OF WAY OF THE FOLLOWING DESCRIBED PROPERTY
10 \ '`l'J 5,✓/ / / ..-"'�~.r' C n' �N LEGEND OF SURVEY ABEREVIATM4S
9'�` <t^ ' / - Q / // /� / „, " i ✓ / WELL - > l ✓' °cc / A DELTA uazE L LET}' LOTS 1AND 2. MILLER'S SUBDIVISION. ACCORDING TO THE MAP OR PLAT
� 4Y / //�. t ! \ =•D' I / A/C AIR CONDITIONER z: LIGHT PRE
AVE./CAIR CO N LIGHT MEASURED THEREOF, AS RECORDED IN PLAT BOOK G. PAGECSD 48. PUBLIC RECORDS OF
,Y \\ }� conc. !// i�oP�r \ j �g0 / / ae DEaRwG RASE NVVLMEAM HAVERAGE MA IGH WATER � ST. LUGIE COUNTY. FLORIDA.
EQUIPMENT / 3 S.IgS �ih - B.R BENCH MARK MDM MONUMENT
BLK BLOCK PA/ / - / �g,C� '4<O i'/ 0� / avn. wu.Evum naD NAIL I nu9c SURVEY NOTES:.
RIGHTS -OF -WAY
\ a CURVCHORBEARING Na. NOT INCLUDED 1 LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR
CONCRETE BLOCK oxv. OVERHEAD v>RE AND/OR EASEMENTS OF RECORD.
�D �E Pe. PAGE 2. THIS SURVEY IS CERTIFIED ONLY O THE BELOW
t cENTERLME'`, (`� / \3' �,\ r�r��A' ,.�'` ` g. Co., . �,T� P.K PARKER KALu, MAIL NAMED INDIVIDUALS
OF TRACKS \' J" �,r+ VS` tCt f1iF Y� / CIF. CC2 LBW FENCE P. PLAT -
APProved \ A\e Qo OPV�P - y / MEN, CT
= \ti\ BOO � CONCREE P.C.P. POINT OF PERMANENT CONTROLAPOINT
3 LEGAL DESCRIPTION SUPPLIED BY CLIENT.
Cd CLEAN GRE
P1 POINT ff amERRSE ION 4. 5Q. FT. OF HOUSE (IF SHOWN) -SUPPLIED BY CLIENT.
y" ELE. / l �� & OF
CA cwN r ROAD P'- PROPERTY LIE 5. NO STRUCTURES OR UTILITIES THAT ARE BENEATH THE SURFACE HAVE
•\ i FND. Box 'A�'• \. Ci `.�J e\' CT. COURT P.M. POWER METER
O.M.�St C�i� aS CONCRETE SLAB
P.O.a P�+r rF asn++tNG BEEN LOCATED.
•J FAR CORNER POINT w
�C) a DEED PAMQ. PERMANENT REFERENCE
MONUMENT.
PRO POINTDF REVERSE CURVE 6. ALL SET CAPS LABELED PSM WEH 4416.ARE SUPPORTED WITH AN 18' LONG #5
CPED /. <0P: OA,O / � DEED
DAR ar w REBAR -
RQ� RAVER POLE
\ yEt o m3�� WELL / (j RAa RADIAL OR RAntus ALL FOUND CAPS ARE A 5/8" ROD WITH A CAP AS LABELED ON SURVEY.
`' r JPCP / nIST. DI�sr�T� PRfITECTDD, R/V RIGHT WAY 7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED UNLESS OTHERWISE NOTED.
\ �° \% \Cod / / DNR DEPARTMENT OF SEC SECTION S. BEARING BASE OF N23'34'51'W ALONG THE WEST LINE OF PARCEL Y THAT
O� � WIVE REmu ces SD.FT. SQUARE FEET BORDERS THE RAILROAD RIGHT OF WAY.
\\ f p�0y \`0 `0 \ ERASE EASEMENT S a STn�AD
EAST S.R. STATE 9. ORIGINAL S.LC. BM: EDEN EL.=7.05' NAVD 88
O Z\ ) \ / / ELEC. ELECTRICAL STRUC STRUCTURE 10. ELEVATIONS (IF SHOWN) HEREON ARE BASED 'ON N.A.
(1988), UNLESS
Y EL ELEVATION SUL SUBDIVISION
o1jQ\�9 - - E.Qv. EDGE OF WATER T.H.R TEMPORARYHENCN MARK - OTHERWISE NOTED.
FF. FOUND FLOOR TELE. TELEPHONE 11.THE GPS RECEIVER TYPE: SP80 GNSS RECEIVER USES. Z-BLADE PROCESSING
b" FIRE HYDRANT TIM TOP OF SANK TECHNOLOGY. SPECTRA PRECISION 240-CHANNEL 6G ASIC THAT FULLY USES
\ / FF�L FL➢MDA POWER L LIGHT T➢Pd TOPOGRAPHICAL -
f TR TRACT ALL SIX GNSS SYSTEMS: GPS, GLONASS,-BEIDOU, GALILEO, QZSS A14D SBAS.
O'C / NV. NVE T� UAI UNREADABBLE THIS TECHNOLOGY MAINTAINS A PLUS OR MINUS VERTICAL ERROR OF NO MORE
F/N FOUND NAIL U L D UTILITY L DRAINAGE THEN 0.07 FEET AND A HORIZONTAL ERROR OF NO MORE 0.16 FEET.
/
GO / / 'T GOVERNMENT W.GRADE CO WESTWATEMETER 12. SURVEY PRO GNSS SOFTWARE EXCEEDS THE MINIMUM ADJUSTED
L-5
\V \ 5G1*38'55'W 273.78' CM.) N30'01'54'W 30.00' CM-D / H.CND. GROUND vv WATER VALVE REQUIREMENTS FOR THIS SURVEY.. ` / HORZ. HORIZONTAL -•+ COMBINED LOTS
V. LEAD WALL
559'31'19'W 283.51' CO.) N32'3030'W 30.00' (D.)
L 'Z L-G SURVEY TYPE: ROOD ZONE: X
EFF
\ NG1'38'55'E 89.5T CM.� THIS SURVEY MAP AND REPORT OR COPIES THEREOF ARE DATE: REVISIONS: BY.
PANEL
NE DATE: 06/22 17
\ N2334 51 W. 211"80 CM.D 5 BOUNDARY T�JPO. PANEL NO:: 12111CO292 K
'38'32'W 211.90' CO.) N59'31'19'E 75.00't CD.D NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED MYHURST LAND SURVEYING INC. 2/7/19 .ADDED SITE BDR ® INDICATES EXISTING ELEVATION
N25 SEAL OF, FLORIDA LICENSED SURVEYOR AND MAPPER,
GERTIFICATE OF AUTHORIZATION NUMBER CL.B: 73G4� o INDICATES PROPOSED ELEVATION
CHECKED BY: 50 INDICATES AS -BUILT ELEVATION
L_7
\ NG7 30 44 E 273.50 CM.) 542 22 45 E :30 9 1' CM.) SURVEYING ac MAPPING COMPANY W.E.H. 2/12/19 CHANGED C.B.S TO FRAME BDR
\ 85' CO.)5OUTHEA5TERLY,30.00't CO.)7 DRAWN BY., L.E.H. 2/28/19;REVISED SITE BDR cERzxz i D TO:
NG52o 19 E 282 445 9TH ST. S.W. Unit- FIELD 1300K No. BOB GARNETT
L-4 , L`8 374 3/11/19 Cty. Survey Letter WEH
VERO BEACH, FL. 32962
523'17'30'E 183-81' CM.) 5G1'38'55'W' 9G.18' CM-) PAGE No.
525'38'32'E 153.13' CD"D 559'31'19'W 75.00't (D.) PHONE:` (772) 569-6680 40 5/6/19 FORMBOARD LOCATION LEH
'.\ � ��9� P FIELD DATE: - p
/x/� FAX: (772)I 770-3446 ' CJ
`.. hayhurstls@live.com
WILLIAM E. HAYHI�ZS DAT SCALE. 1 >N50 >�
e \ PROFESSIONAL SURVEYOR &MAPPER doe No. 1 8-481
ON NO 4418
FLORIDA REGISTRATI
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% M 6ROWN� F yet 0�f pCAPC> / / / 5/ / / / ' Y�°
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d^/KOS A• e /'"`" \ . "^.\�"G+� /
awooD/wrsE \ / / / �fi^�_`f�%�o&
FENCE a5'N 'r \ / / pG� of�1'7✓' P� / /"` / \C+ ,\ 1 4,,.," /
1. f /
1 r o 0, °
F
RALROAD��'
TRAGK5 i `�. Ns i
<01 s, O
VA
Ste\``..
R
SPLATTED PROPERTY LINE e P�C�1 3� F CU.R.)
MONUMENTED PROPERTY LINE O� 0 2 Nr./ / /-�
\�fiIALDING 5ET BACK LINE L \ / / (.1 i / 1�}a Vy� tx� OO
\ &j T 0Cj yp op�\�<( F\ 4r0CD O /
y�0� vCa yy 'Oo�
\,;ck; Z f�P3�ti '� yys �` 6 �oo�``f ., j / i yy."" r " a� r j Gp3 /
ri 12 ��. yy 0. r/ \16
Or-, ,. 3 P�•R s. AA`' / / !" <�M'AA� ya /. '� �O' ,,to
11 {0 \ /
DUSTING aC r oA, Rk 0
t. �e y� \ CaC
\1
OWELL
\ ` s. `e �q Gg1 �A� �QO p V1 JOf (O�
e0 ZC?p
J
rev c�CO3 /
CENTERLNE �1 yy' %ri �. yy� n-". / r' EV,DC� \1/ZO' �00 �ODA�Ap�,G� Orb
OF TRACKS 1 , rrd` i
\ '\ i'/ SET LE
Box / rt rBOO
CAP �Er
CAPPED
WELL r`' Ga' -0o
� x
L-5
\ U/ 5G1'38'55'W 273.75' CM.) N30'01'54'W 30.00' CM.)
\ 559'31'19'W 253.81' CD.) N32'30'30'W 30.00' CD.)
L-2
\
N23'34'51'W
211.80'
CM.)
\
1425'38'32'W
211.90,
CD.)
\
NG7'3()'44'E
273.80'
CM.)
O'19'E
282.55'
CD.)
\
\
-4 L
-4
\
\
523'17'30'E
525'38'32'E
183.81'
133.13'
CM.)
CD.)
L-G
NGl'38'55'E 59.57' CM.)
N59'31'19'E 75.00'f CD.)
L-7
542'22'45'E 30.91' CM.)
5OUTHEA5TERLY 30.00't CDJ
L-8
5G1'38'55'W 9G.18' CM.)
559'31'19'W 75.00't CD.)
�>v
A
DELTA ANGLE
L
LENGTH
A/C
AIR CONDITIONER
{I
LIGHT POLE
AVE.
AVENUE
N.
MEASURED
AVG.
AVERAGE
M.H.
MANHOLE
H.H.
BEARING BASE
M.KWl
MEAN HIGH WATER LINE
R.M.
BENCH MARK
NON.
MONUMENT
BILK.
ROCK
HIM
MAIL L DISK
BLVD.
BOULEVARD
N.
NORTH
GB.
BI
CH Ra REARING
mE
N CLUDED
C.D.S.
CONCRETE BLOCK
O.H.W.
OVERHEAD WIRES
C.0.
STRUCTURE
CHORDENTS DISTANCE
PG
PAGE
CENTERLINE
P.K.
PARKER MUCH MAIL
CCHAIN
C.
L➢d( FENO:
P.
PLAT
C.M.M.
COCRETE MOMBIENT
PC
POINT OF CURVATURE
CONG
CONCRETE
P.CF.
PERMANENT CONTROL POINT
CLEAN OUT
P.L
POL4T OF INTERSECTION
m
CT.
COUNTY ROAD
P.L.PROPEM
LINE
tt'
COURT
P.M.
POWER METER
C/S
CONCRETE SLAB
P.O.B
POINT (P BEGINNING
P.O.C.
PONT OF COMMENCEMENT
L
DEEDCER
DEED
PRC
POINT OF REVERSE CURVE
D.0.
DEED B®T
P.R.M.ENN
PERMANENT REFERENCE MONUMENT
M
T�
POWER PRE
EMVDtD*MDEP K OCTION RAD
RADIAL OR RADIUS
GIST.
-STANCE
RN
RIGHT OF WAY
DNR
➢EPART,ENT OF
S.
SEC.
SOUR
SECTOR
NATURAL RESRRCES
SOFT.
SQUARE FEET
DR
DRIVE
SR
STATE ROAD
E.
EASE.
EAST
EASEMENT
ST.
STREET
ELEG
ELECTRICAL
STA.
STATION
EL
ELEVATION
STRVO
STRUCTURE
EJ1W.
EDGE OF WATER
SUB.
SUBDIVISION
F.F.
FIRST FLOOR
T.IUK
TEMPOART BENCH MARK
FND.
FOUND
TELL
TELEPHOE
*Cr
FIRE HY
Ta.B.
TIP OF BANK
RWDNPOWER L LIOR
TDPO
TOIKWAPHDCAL
I.P.
DRUM PIPE
TR.
TRACT
Lit
IRON R®
iWSP.
TOWNSHIP
NV.
INVERT
U.R.
UNREADABLE
F/N
FOUND NAM_
U L ➢
UTILITY L DRAINAGE
GLV?
GOVERNMENT
W.
WEST
OR.
GRADE
®
WATER METER
GNIA
GROUND
WV
WATER VALVE
HORZ
HORIZONTAL
-.
CONDONED LOTS
H.W. HEAD WALL.
„Ct,CF
dot P 1
PARCEL 1
BEGINNING AT A POINT SOUTH 5931'19' WEST. A D15TANCE OF G37.G7 FEET
FROM WHERE THE SOUTHWEST RIGHT OF WAY LINE OF INDIAN RIVER DRIVE
INTERSECTS THE 5OUTHEA5T PROPERTY LINE OF LOT 19. FEE PROPERTY.
ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 4.
PAGEC5) 44. PUBLIC RECORDS OF ST. LUCIE COUNTY. FLORIDA AND
EXTENDING THENCE,
1. SOUTH 59'31'19' WEST. A D15TANCE OF 283.81 FEET TO A MONUMENT
BEING THE NORTHEAST RIGHT OF WAY LINE OF THE FLORVA EAST COAST
RAILROAD. THENCE,
2. NORTH 25'3B'32' WEST ALONG SAID RAILROAD RIGHT OF WAY. A
DISTANCE OF 211.90 FEET TO THE SOUTHEAST LINE OF LOT 18. OF SAID
SUBDIVISION. THENCE,
3. NORTH G5'20'19' EA5T, A DISTANCE OF 252.55 FEET ALONG SAID
SOUTHEAST LINE OF LOT 18. TO A POINT. THENCE,
A. SOUTH 25'3832' EAST. A DISTANCE OF 183.13 FEET TO THE POINT AND
PLACE OF BEGINNING.
PARCEL 2
BEGINNING AT A POINT WHERE THE SOUTHEASTERLY RIGHT OF WAY LINE OF
INDIAN RIVER DRIVE INTERSECTS THE 5OUTMEA5T PROPERTY UNE OF LOT 19.
FEE PROPERTY. ACCORDING TO THE MAP OR PLAT THEREOF. AS RECORDED
IN PLAT BOOK 4. PAGEC5D 44. PUBLIC RECORDS OF ST. LUCIE COUNTY.
FLORIDA. AND EXTENDING THENCE,
1. NORTH 32'30'30' WEST. A D15TANCE OF 30.00 FEET TO A POINT.
THENCE,
2. NORTH 59'31'19' EAST. A DISTANCE OF 75 FEET +/-. TO THE WATERS
OF THE INDIAN RIVER. THENCE,
3. MEANDERING IN A SOUTHEASTERLY DIRECTION ALONG SAID WATER5. A
DISTANCE OF 30 FEET +/- . TO THE POINT OF INTERSECTION WITH THE
SOUTH LINE OF LOT 19. THENCE,
4. SOUTH 59'31'19' WEST. A DISTANCE OF 75 FEET +/-• TO THE POINT AND
PLACE OF BEGINNING.
PARCEL 3
AN UNDIVIDED 1/3 INTEREST IN THE FOLLOWING -
THE NORTH 15 FEET LYING EAST OF THE FLORIDA EAST COAST RAILROAD
RIGHT OF WAY OF THE FOLLOWING DESCRIBED PROPERTY -
LOTS 1 AND 2. MILLER'S SUBDIVISION. ACCORDING TO THE MAP OR PLAT
THEREOF. AS RECORDED IN PLAT BOOK G. PAGEC5) 48. PUBLIC RECORDS OF
ST. LUCIE COUNTY. FLORIDA.
SURVEY NOTES:
1. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY
AND/OR EASEMENTS OF RECORD.
2. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW
NAMED INDIVIDUALS
3. LEGAL DESCRIPTION SUPPUED BY CUENT.
4. SO. FT. OF HOUSE (IF SHOWN) SUPPLIED BY CLIENT.
5. NO STRUCTURES OR UTILITIES THAT ARE BENEATH THE SURFACE HAVE
BEEN LOCATED.
6. ALL SET CAPS LABELED PSM WEH 4416 ARE SUPPORTED WITH AN 18' LONG #5
REBAR
ALL FOUND CAPS ARE A 5/8' ROD WITH A CAP AS LABELED ON SURVEY.
7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED UNLESS OTHERWISE NOTED.
8. BEARING BASE OF N2334'51'W ALONG THE WEST LINE OF PARCEL 1 THAT
BORDERS THE RAILROAD RIGHT OF WAY.
9. ORIGINAL S.LC. BM: EDEN EL=7.05' NAVD 88
10. ELEVATIONS (IF SHOWN) HEREON ARE BASED ON N.A.V.D. (1988), UNLESS
OTHERWISE NOTED.
11.THE GPS RECEIVER TYPE: SP80 GNSS RECEIVER USES Z-BLADE PROCESSING
TECHNOLOGY. SPECTRA PRECISION 240-CHANNEL 613 ASIC THAT FULLY USES
ALL SIX GNSS SYSTEMS: GPS, GLONASS, BEIDOU, GALILEO, QZSS AND SEAS.
THIS TECHNOLOGY MAINTAINS A PLUS OR MINUS VERTICAL ERROR OF NO MORE
THEN 0.07 FEET AND A HORIZONTAL ERROR OF NO MORE 0.16 FEET.
12. SURVEY PRO GNSS SOFTWARE EXCEEDS THE MINIMUM ADJUSTED
REQUIREMENTS FOR THIS SURVEY.
SURVEY TYPE FLOOD ZONE: X
THIS SURVEY MAP AND REPORT OR COPIES THEREOF' ARE 5 o DATE: REVISIONS: BY: EFFECTIVE DATE: 06/22/17
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED MYIIURST LAND SURVEYING INC. UOUNDAR �OPO. PANEL NO.: 12111CO292 K
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAF PER, 2/7/19 ADDED SITE BDR ® INDICATES EXISTING ELEVATION
CERTIFICATE OF AUTHORIZATION NUMBER CL.B. 73G4) 50 INDICATES PROPOSED ELEVATION
SURVEYING Sc MAPPING COMPANY CHECKED BY: W.E.H. 2/12/19 CHANGED C.B.S TO FRAME BDR 50 INDICATES AS -BUILT ELEVATION
L. E. C H • 2/28/1 9 REVISED SITE BDR CERTIFIED TO:
445 9TH ST. S.W. Unit-7 DRAWN BY: H. iOANNED
FIELD BOOK No. BOB GARNETT
VERO BEACH, FL. 32962 37�r 3/11/19 Cty. Survey Letter WEH C,3Y
PHONE: (772) 569-6680 PAGE No. 40 5/6/19 FORMBOARD LOCATION LEH St. LUGIe COk
C N� s I � _Z10 FAX: (772) 770-3446 FIELD DATE: 1 1 09 18 8/19/20 AS -BUILT SURVEY ED
WILLIAM E. HAYHVRST DATE hayhurstls@live.com SCALE: 112 50'
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA REGISTRATION NO 4416 JOB No 18-481
Fi
F
/
1 00 000
'
/ lb 0001?l / s
-
ALUMNIFM
FusE eox � ;
Ml1.Wl. 11/12/1e
y / ✓ oll /
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AO gyp\N�iT9 / � i)E[e[ r000 3 /�i�' \�\eGo� wooX
k
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AP
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�� FIND. GAP VC) 00 5��� �vOv\�i y�
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w WE
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EPgd 4V` G
G��. \ FWD. GAP //�lC`'X,P/
,TPLATTED PROPERTY LINE Q p, 1A• "`� ff---M /
MONUMENTED PROPERTY LINE yC O Z.W i
OLDING SET HACK LINE �, L �`o\ \91
.\ �� 2�O.�D�j h0 _ igr1w//. e O I' .^'Y k �[�Q 0�.;n° /
6� Mf crC> �" is /
Opt c�
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�e \ . g o. �C�1 GPvo4 \ / �v \ 1 00 /Y
Ex+5T8dG
WELL
?�� 3� % p /
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OF TRACKS `� .J'" \ / p� �(A 0Oo'.�- � �-�� � (D' /
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L-5 /
5G1'38'55'W 273.78' CM.) N30'01'54'W 30.00' CM-)
559'31'19'W 253.51' CD.) N32'30'30'W 30.00' CD.)
\
L-2
N23'34'51"W
211.50'
CM.:)
N25'38'32'W
211.90'
CD.)
L-3
NG7'30'44'E
273.50'
CM.)
NG5'20'19'E
282.55'
CO.)
L-4
523'17'30"E
183.81'
CM.)
525'38'32'E
153.13'
CD.)
L-G
NG1'38'55'E 89.57' CM.)
N59'31'19'E 75.00't CO.)
L-7
542'22'45'E 30.91' CM.)
50UTHEA5TERLY 30.00't CD.)
L-8
5G1'3B'55"W 9G.18' CM.)
559'31'19'W 75.00't CO.)
/THIS SURVEY MAP AND REPORT OR COPIES THEREOF ARE
NOT VALID WITHOUT THE SIGNATURE AND ❑RIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
WILLIAM E. HAYHST DATE
PROFESSIONAL SURVEYOR & MAPPER
FLOREDA REGISTRATION NO 4416
HAYHURST LAND SURVEYING INC.
GERTIFICATE OF AUTHORIZATION NUMBER CL.6. 73G4)
SURVEYING 8e MAPPING COMPANY
445 9TH ST. S.W. Unit-7
VERO BEACH, FL. 32962
PHONE: (772) 569-6680
FAX: (772) 770-3446
hayhurstls@live.com
IcGEND
OF SURVEY ABBREVIATIONS
A
DELTA ANGLE
L.
LENGTH
A/C
AIR CONDITOINEH
LIGHT POLE
AVE.
AVENUE
M.
MEASURED
AV&
AVERAGE
M.H.
MANHOLE
B.B.
BEARING BASE
M.H.W.L.
MEAN HIGH WATER LINE
B.M.
BENCH MARK
MOH.
MONUMENT
BILK
BLOCK
NLD
NAIL L DISK
BLVD.
BOULEVARD
N.
NORTH
C.
CURVE
No
NUMBER
C.B.
CHORD BEARING
N16
NOT INCLUDED
CBS.
CONCRETE BLOCK
O.H.V.
OVERHEA➢ WIRES
STRUCTURE
PG
p
CD.
CHORD ➢ISTANCE
CENTERLINE
p,l
PARKER KALON MAIL
P.
PLAT
C.LF.
CHAIN LINK FENCE
P.C.
PDTNT OF CURVATURE
CN.
CONCRETE MONUMENT
P.C.P.
PERMANENT CONTROL POINT
CRUC
CONCRETE
p,l.
POINT OF INTERSECTION
CR
CLEAN OUT
PL
PROPERTY LINE
R C
COUNTY ROPD
P.M.POWER
METER
CT.
COURT
PILE
POINT OF BEGINNING
C
CONCRETE SLAB
PO,C.
POINT OF COMMENCEMENT
COIL
CORNER
PRC
POINT OF REVERSE CURVE
D.
A
DEED
PERMANENTPAX PERMANENT REFERENCE MONUMENT
D.B
DEED BOOK
Ca,
POWER PILE
DEP
DEPARTMENT OF
RAIL
RADIAL OR RADIUS
ENVIRONMENTAL POTM=N
R/W
RIGHT OF WAY
DIST,
DISTANCE
S
SOUTH
D,R
DEPARTMENT OF
SEC,
MIMN
NATURAL RESOURCES
SQ.FT.
SQUARE FEET
DR
DRIVE
S.R.
STATE ROAD
E.
EAST
ST.
STREET
EASE.
EASEMENT
STA
STATION
ELEC,
ELECTRICAL
STRUC.
STRUCTURE
EL.
ELEVATION
SUB.
SUB➢IVISION
E.O.V.
EDGE OF WATER
T.H.M.
TEMPORARY BENCH MARK
F.F.
FIRST FLOOR
TELE,
TELEPHONE
FND.
FOUND
T.O.B.
TOP OF HANK
a
F.P.L.
FIRE HYDRANT
FLORIDA POWER 4 UGHT
TOPO.
TOPOGRAPHICAL
I.P.
IRON PIPE
TR.
TRACT
I.R.
IRON ROD
TWSP.
TOWNSHIP
INVERT
U.R.
UNREADABLE
F/M
FOUND NAIL
U L D
UTILITY L DRAINAGE
GO
GOVERNMENT
W.
VEST
GR.
DR.
GRADE
®
WATER METER
CND.
GROUND
WV
WATER VALVE
HORIZONTAL
-�
COMBINED LOTS
H.V.
H.W.
HEAD WALL
SURVEY TYPE:
BOUNDARY
W.E.H.
L.E.H.
374
11 /09
1 "= 50'
18- 481
PARCEL 1
BEGINNING AT A POINT SOUTH 5931'19' WEST. A DISTANCE OF G37.G7 FEET
FROM WHERE THE SOUTHWEST RIGHT OF WAY LINE OF INDIAN RIVER DRIVE
INTERSECTS THE SOUTHEAST PROPERTY LINE OF LOT 19. FEE PROPERTY.
ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 4.
PAGEC5) 44, PUBLIC RECORDS OF 5T. LUCIE COUNTY. FLORIDA AND
EXTENDING THENCE;
1. SOUTH 59'31'19' WEST. A DISTANCE OF 283.81 FEET TO A MONUMENT
BEING THE NORTHEAST RIGHT OF WAY LINE OF THE FLORIDA EAST COAST
RAILROAD. THENGE,
2. NORTH 25'38'32' WEST ALONG SAID RAILROAD RIGHT OF WAY. A
DISTANCE OF 211.90 FEET TO THE SOUTHEAST LINE OF LOT 15, OF SAID
SUBDIVISION. THENCE;
3. NORTH G5'20'19' EAST. A DISTANCE OF 252.55 FEET ALONG SAID
SOUTHEAST LINE OF LOT 15. TO A POINT. THENCE;
4. SOUTH 25'38'32' EAST. A DI5TANGE OF 183.13 FEET TO THE POINT AND
PLACE OF BEGINNING.
PARCEL 2
BEGINNING AT A POINT WHERE THE 5OLjT'iEA5TER:7 RIGHT OF WAY LINE OF
INDIAN RIVER DRIVE INTER5ECT5 THE SOUTHEAST PROPERTY LINE OF LOT 19.
FEE PROPERTY. ACCORDING TO THE MAP OR PLAT THEREOF. AS RECORDED
IN PLAT BOOK 4. PAGEC5) 44. PUBLIC RECORDS OF ST. LUCIE COUNTY.
FLORIDA. AND EXTENDING THENCE;
1. NORTH 32*30*30' WEST. A DISTANCE OF 30.00 FEET TO A POINT.
THENCE,
2. NORTH 59.31'19' EAST. A DISTANCE OF 75 FEET +/-, TO THE WATERS
OF THE INDIAN RIVER. THENCE,
3. MEANDERING IN A SOUTHEASTERLY DIRECTION ALONG SAID WATERS. A
DISTANCE OF 30 FEET +/- , TO THE POINT OF INTERSECTION WITH THE
SOUTH LINE OF LOT 19. THENCE,
4. SOUTH 59'3119' WEST. A DI5TANCE OF 75 FEET +/-, TO THE POINT AND
PLACE OF BEGINNING.
PARCEL 3
AN UNDIVIDED 1/3 INTEREST IN THE FOLLOWING,
THE NORTH 15 FEET LYING EAST OF THE FLORIDA EAST COAST RAILROAD
RIGHT OF WAY OF THE FOLLOWING DESCRIBED PROPERTY,
LOTS 1 AND 2. MILLER'5 SUBDIVISION. ACCORDING TO THE MAP OR PLAT
THEREOF. AS RECORDED IN PLAT BOOK G. PAGEC5) 48. PUBLIC RECORDS OF
ST. LUCIE COUNTY, FLORIDA.
SURVEY NOTES:
1. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY
AND/OR EASEMENTS OF RECORD.
2. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW
NAMED INDIVIDUALS
3. LEGAL DESCRIPTION SUPPLIED BY CLIENT.
4. SQ. FT. OF HOUSE (IF SHOWN) SUPPLIED BY CLIENT.
5. NO STRUCTURES OR UTIUTIES THAT ARE BENEATH THE SURFACE HAVE
BEEN LOCATED.
6. ALL SET CAPS LABELED PSM WEH 4416 ARE SUPPORTED MATH AN 18' LONG #5
REBAR
ALL FOUND CAPS ARE A 5/8" ROD WITH A CAP AS LABELED ON SURVEY.
7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED UNLESS OTHERWISE NOTED.
B. BEARING BASE OF N23'34'51'W ALONG THE WEST LINE OF PARCEL 1 THAT
BORDERS THE RAILROAD RIGHT OF WAY.
9. ORIGINAL S.L.C. BM: EDEN EL.=7.05' NAVD 88
10. ELEVATIONS (IF SHOWN) HEREON ARE BASED ON N.A.V.D. (1988), UNLESS
OTHERWISE NOTED.
11.THE GPS RECEIVER TYPE: SP80 GNSS RECEIVER USES Z-BLADE PROCESSING
TECHNOLOGY. SPECTRA PRECISION 240-CHANNEL 6G ASIC THAT FULLY USES
ALL SIX GNSS SYSTEMS: GPS, GLONASS, BEIDOU, GALILEO, QZSS AND SEAS.
THIS TECHNOLOGY MAINTAINS A PLUS OR MINUS VERTICAL ERROR OF NO MORE
THEN 0.07 FEET AND A HORIZONTAL ERROR OF NO MORE 0.16 FEET.
12. SURVEY PRO GNSS SOFTWARE EXCEEDS THE MINIMUM ADJUSTED
REQUIREMENTS FOR THIS SURVEY.
PO.I DATE: I REVISIONS:
2/7/191
ADDED SITE
2/12/19
CHANGED C.B.S TO FRAME
2/28/19
REVISED SITE
3/11 /19
Cty. Survey Letter
5/6/19
FORMBOARD LOCATION
$
8/19/201
AS -BUILT SURVEY
FLOOD ZONE: X
BY:
EFFECTIVE DATE:
06/22/17
PANEL NO.: 12111CO292 K
BDR
® INDICATES
EXISTING ELEVATION
50 INDICATES PROPOSED ELEVATION
F501 INDICATES AS -BUILT ELEVATION
CERTIFIED TO:
BDR
BDR
BOB GARNETT
WEH
LEH
ED