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A PORTION OF GOVERNMENT LOT 2. 5ECTION 3G. TOWNSHIP 35 SOUTH. RANGE 40 EAST. ST. LUGIE COUNTY. FLORIDA. MORE PARTICULARLY DESCRIBED AS FOLLOWS`
��A��� GINNING AT THE INTERSECTION OF THE EAST RIGHT-OF-WAY LINE OF THE FLORIDA EAST COAST RAILWAY COMPANY AND THE NORTH LINE OF ALKO SUBDIVISION. ACCORDING '7. P4R C/&P4f2 Hs
HE PLAT THEREOF. AS RECORDED IN PLAT BOOK 8. PAGE 39. OF THE PUBLIC RECORDS of ST. LUGIE COUNTY. FLORIDAI RUN THENCE NORTHWESTERLY ALONG SAID dT ,201-7 mlulwl4k 13udd,"I Goat
LEGEND OF SU Y �IGHT-OF-WAY LINE�75 FEET TO THE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED THENCE EASTERLY PARALLEL TO THE SOUTH LINE OF SECTION. 3G. TOWNSHIP 35
ABBREVIATIONS` ��� O�iliTf v RANGE 40 EAST, 340 FEET MORE OR LESS ALONG THE NORTH LINE OF LAND CONVEYED BY HERBERT T. EBNER AND ALICE W. EBNER, HIS WIFE TO DON L. RINEHART
A/C AIR CONDITIONER11� IRENE B. RINEHART IN DEED BOOK 15G. PAGE 189. TO THE WEST BANK OF THE INDIAN RIVERI THENCE NORTHWESTERLY ALONG THE WEST BANK OF INDIAN RIVER. 10B FEET `
A DELTA ANGLE MORE OR LESS, THENCE WESTERLY PARALLEL TO THE SOUTH LINE 340 FEET, MORE OR LESS. TO THE EAST RIGHT-OF-WAY LINE OF THE FLORIDA EAST COAST RAILWAY
AVE, AVENUE COMPANY, THENCE SOUTHEASTERLY ALONG SAID RIGHT-OF-WAY LINE 10B FEET TO THE POINT OF BEGINNINGI EXCLUDING THE RIGHT-OF-WAY. OF INDIAN RIVER DRIVE.
AVG. AVERAGE
B.H. BEARING BASE
B.M. BENCH MARK G ,6
BLK. BLOCK CONTAINING �0/.90 ACRFS LM,ORE OR LESS �y ► l' I ��/Zo N Ro,�,} d n, AAr-A s l ff 0 0.>=� j7,o�4�� 5 '�-O S°�Gi�R`' a w 0 PDt /
BLVD, CURVE ARD I S,dir0p Pool 0 % .Slf�1AJ�L SS S'�liGl 3 s*,cPlhA� A,4IL iN dsi;p "Fri jw1, �I �KICI , lc Do OL W0Q �LI -a ih! S+Ak�PR/va S(4 (i9t4
,u�+ � P G /u �p q k,AAsj Z4 %4r%+ All 41U it' $, � or.+J .eo ✓c
C.H. C. CHORD BEARING �� tGI( �D LU19 ,N lSOdAlS /1U71u�2^FR6 ANGl10R� UJ'1�1, Sufitll�4N,SF4 dow )I.�• �c:h c!<(�Zcvc'�i�" F�`'v�lj`�EAJ �(74 - Pt�MP_/)U g/!o% FREE
C.D. CHORD DISTANCE LbtJL L M7 b y l+7v �pj�' y ^7'p 1'IOECI % P/- L ' -
C:B.S. CONCRETE BLOCK / f�^ w s I �� 7 t 1 7 %Nr C•diV CpEIC v -` UJ 70p `S I' QQZOu NCI DO L ��/ .l�Z r C �C..
STRUCTURE 7 ,S•A� �% A�S I aDrG�' ARouN pli x 3000 I�S� / �/ /Q�
CENTERLINE �1n t K ( 000- 'N '% � , O r- A 1/'N RM/ CGI L) i,C Li4iVGvlly �.E LCpyF jy, /'� - _ rf�,C-/7'�s+N� r'✓ I b
C.L.F. CHAIN LINK FENCE 1 Lr 2 �0�' ir`F ,kh 4— � XC_ DC,ZC1- � py
C,M. CONCRETE MONUMENT \ 5C}D0, }a � Sl �C 0
I F �j y/`% R, > /^ s F / Irp) �t/�(7�Q 5000 /
C.M.P. CORRUGATED METAL PIPE \ '+/A.�/� iU M D� : 0 "`� --- l
PAVEMENT !A!✓� F! I I ,Sr►y tl f►A'
CONC. CONCRETE GVOCOE WESTERLY 340.00'+/— CDJ O.G'S.0C' /�002� pFND.e 2.3'N. C.R. COUNTY ROAD FND•MON FND.GAP
CT. COURT 21•00' EAST 1N. N89'52'35,W 2.59"+/- CMS L
D. DEED ' PAVEMENT X-MARK CUNREADABLE)
D.B. DEED BOOK — - _. _....... _ ' -- «.. ... ......m__.. _._ ......._. . _�_.. _ _ .
DIST. DISTANCE qg mo. OI 304.29'ChU G'WOOD I G'WOOD N89'52'35'W 7G.20'+/ CM) I
E. EAST i6) p i WOOD FENCE i FENCE i :Fr
.,EASE. EASEMENT � n RAMP �N I 1QerPtT F' I •',
ELEC. ELECTRICAL 20.2 ' O.9'N• im 1.2'S. �,•" A; Z
EL. ELEVATION A .''+ A lij ALUMINUM 5' ALUMINUM i0! `Ir1QUSFai W N _
F.F. FIRST FLOOR �. 9.5' SHED S? 20.2' SHED i� p FENCE , /@ ',t 1 , 1 ': ® O BELL
FND. FOUND ON Ia fiAY^P c, 7- <, .� • n, G SOUTH OAK
F.P.L FLDRIDA POWER 6 LIGHT �G WOOD ON DIRT % t7 ! � gd}l�•°• GONG. •, , % N MARKER
CND. GROUND 20.2' �. WOOD C-ON� p w NO r� is 2
4,, 0 DRIVEW Y:,.,:. y N
H.P. HIGH POINT 4-C.L.F. �.
20Y 20.2' Rep P
W. HEAD WALL p Il' bf �� s
-is ALualar+ .'�: Q �V'L fR Ao �$ yL, �e'`� r? W� FIRE HYDRANT 5HW `< �, N ••�
I.P. IRON PIPE ON i :ti , tp�l� (>i! ", r ,� 0 / Y'
I.R. IRON ROD < Ih�� WOOD %0 OO
INV. INVERT I CONG. { r «`.E, ,�12'GMP \ S(P
L LENGTH, $ ® I it • 1 STORY o'� 'O GONG. O
�L�HI. LIMITED BUSINEss ,%25• ABANDONED I _ = 01 - � � HEADWAL
LIGHT POLE WELL I "{: VERED GBS eG O
M. MEASURED
M.H. MANHOLE I f ! 3 VERS u� #4751 I. {t� '' -- — 3 -.— �
M.H.W.L MEAN HIGH WATER LINE i _ �L V oc)b- J f` OOO- r r �
MON. MONUMENT r' ea�yo i .. PAVER5 WA1' ANC { �p � (' s `v� ApZ �
N. NORTH r, Q'� I 4 SIB? 5'R CONG. AI 00", WELL ® ,� GOOC34� % 60004 f tn'p
N.A.V D. NO TH VERTICALDRICANATUM— ifO i S. ✓•'s A/G I I� O� EQUIPMENT WELL �G yc�
N.R. NOT RADIAL O0(}- G'WOOD I j"� C PAD P
MCPAINE ONCOONC. GVOOD 4 th70 �•
O.H.W. OVERHEAD WIRES ( FENCE. I j4 GAS TANK FENCE 3 1q
O.R.B. OFFICIAL RECORDS BOOK ,� 2010G / 1.9'5. tiv ON CONC. o.9'N.
PG. PAGE. r __ , �+ Se A+ 304.95' CM) b) BLOCKS 2
P. PLAT
PARKER-KALON (TYPE OF NAIL) _«.._..,... ,. . , .._;........... ... , ....r .. _ S89 52'35'E 71.55'+/- CMS
P.C. POINT - CURVATURE PO5 —�� FND.GAP 58952'35'E 408.G'+/- CMS' FND. FND.GAP
PTFTCP. PERMANENT CONTROL POINT 4'C•L•F• CU•R•� EASTERLY 340.0 +/- CDC MONUMENT C73573
�C1 Z ua.p �:L�SiA+� MOJC 3y6o VSP NORTH LINE OF LAND CONVEYED BY
—POINT-OF-�ITERSECTION �fCl 1.9'S. ���"
Pa POINT OF BEGINNIN ho'4 _p ?` 20.8'EAST 1-IA aJaad p r I (� HERBERT T. EBNER AND ALICE W. EBNER \ ( 7Q001 j
P.O.C. POINT OF COMMENCEMENT ,LO-4i—O� _ �. 7A ••a - � —/ X 14 P fO GO P Yh I 'p I PN DEED BOOK 15G. PAGE 189
P.R.M. PERMANENT REFERENCE!4•� RAGh F II a � 0 / , � _ , , • -- ''
�\ �l1RVFY N()TFS�
PROP.
P.T.
RAD.
R/W
S.
SEC.
SOFT.
S.R.
ST.
STA.
TELE.
T.O.B.
TOPO.
TR.
TWSP.
U&D
U.R.
W.
wV
�—i
MONUMENT t� i R�S
PROPOSED G 0 ( 2 {qp� LYpa Ste\ 6
POWER O
POINT OF TANGENCY
RADIAL OR RA➢IUS
RIGHT OF WAY
lI+ 0 Utz t? yO " '�Lr '
f Nd
Zyt RR,,Dp�,� ACh�
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c^ J
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SOUTH
l /�fIG�- •'i OCD k NL� r D
SECTION
SQUARE FEETSTATE
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STREET
STATION
n�' puMROAD f36I+Iti�� /CIGo!{� P'�IVLdOw(
W,79I� Nw k� �p
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ALKO SUBDIVISION
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TOWNSHIP �ti•d 3 :,ti Tk NS ✓ a
ALKO SUBDIVISION
UTILITY 6 DRAINAGE 'f p O / _ _
UNREADABLE +AI�V L1 }�1 � O PB.B-PG.39
WEST !� /" p NOrLLt it/`� 7t�+IClh'� 7- f \ 000- i \
WATER METER yn,C: C% / a 6 �UL�
WATER VALVE
WELL 1 771% e�.C�) �I-r AQ'ldbt➢V� J�pV I ��< \ (` 3Ci%1Oi f \
�I�JQ2 Z
COMBINED LOTS <^
THIS SURVEY MAP AND REPORT OR COPIES THEREOF ARE
NOT VALID WITH❑UT THE SIGNATURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
a
AUG 2018
ST. Lud eoun , rp
:VffiYOR 6c MAPYIDR
amRntzox xo 4416 an si xzca
305.31'
HAYHURST LANID SURVEYING INC.
CERTIFICATE OF AUTHORIZATION NUMBER CL.B. 73G4)
SURVEYING 8C MA.PPiNG COMPANY
448 9TH ST. S.W. Unit-7
VERO BEACI-T, FL. 32962
PHONE: (772) 569-6680
FAX: (772) 770-3446
hayhurstlsgive.com
N\
(' 000-
,,_ 30001� J N�
INDIANAPOLI5 STREET
SURVEY TYPE:
BOUNDARY DATE:
DRAWN BY: A.L.F. 07/17/
CHECKED BY. W.E.H.
FIELD BOOK: 341
1— 11.0 51
FIELD DATE` 04/25/15
SCALE: 1"=40'
JOB NO: 15-108
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 UTILITIES THAT ARE
BENEATH THE SURFACE HAVE BEEN LOCATED..
6. ALL SET CAPS LABELED PSM WEH 4416 ARE
SUPPORTED Will 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..
FLOOD ZONE. X
REVISIONS: INT. EFFECTIVE DATE- 12/4/12
PANEL No.l 1211100193 J
'DATED SURVEY LEH
CERTIFIED TO:
WILLIAM R. CURTI55