HomeMy WebLinkAboutSURVEYSFAROEL # 132G-130-0000-000-4
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PARCEL # 132r-123-0000-oon-E
PARCEL 1325-231-0OW-00o-i
L
LENGTH
LrQMT Paz
11
M.N.
W-ASURED
MANHOL.E
KKW.L MEAN HIGH VATER LINE
MON.
NLD
MONUMENT
MAIL & Disx I
LEGAL DESCRIPTION-
I
SURVEY NOTES -
N.
NM
NOI
NUMBER
1. LANDS SHOWN HEREON WEIE NOT ABSTRACTED
NLICI
aRv.
NOT INCLUDED
OVERHEAD WIRES
PARCEL It
FOR RIGHTS —OF —WAY AND/OR EASEMENTS OF
M
PPAZ
RECORD.
PK
P.
PARKER KALOR NAIL
PLAT
THE EAST 1/2 OF THE NORTHEAST 1/4 OF SECTION 2G.
2. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW
P.C.
POW OF CURVATURE
TOWNSHIP 34. RANGE 39 EAST. LYING AND BEING IN ST. LUCIE
NAMED INDIVIDUALS
PZP
P1
PERMANENT CORTM POINT
POINT OF INTERSECTION
COUNTY. FLORIDA. LE55 AND EXCEPT CANAL Nn.-A PIGII-5 OF
3. LEGAL DESCRIPTION SUPPLIED BY CLIENT.
Pi.
Pit
PREINERTY LINE
POWER METER
WAY ON CAST LINE.
4. SO. FT. OF HOUSE (IF SHOWN) SUPPLIED BY
PnR
POW OF BEGU#n?Z
CLIENT.
P=
PRC
POW OF COMMENCEMENT
PMNT W REVERSE CURVE
PARCEL 21
5. NO STRUCTURES OR UTILITIES THAT ARE
PP-K
CUj
RAA
POM*XT REFERENCE MONUMENT
POM POLE
RADIAL OR RADIUS
BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTHEAST
BENEATH TH, - SURFACE HAVE BEEN LOCATED.
6. ALL SET CAPS LABELED PSM WEH 4.416 ARE
THISSURVEYMAP AND REPORT OR COPIES THEREOF ARE
NOT
R/W
RIGHT OF WAY
1/4 OF THE NORTHEAST 1/4 OF SECTION 2G, TOWNSHIP 34
SUPPORTED WTH AN 180 LONG #5 REBAR
1
VALID WITHOUT THE SIGNATURE AND ORIGINAL RASED
S.
SEE.
sum
SECTION
SOUTH, RANGE 39 EAST. THENCE RUN SOUTH 4G FEETI
ALL FOUND CAPS ARE A 5/8- ROD WITH A CAP
S 0 AP
SEAL OF A FLORIDA LICENSED SURVEYOR AND 77MAPFF-R,
SQ,FT.
SA
SQUARE FEET
STATE ROAD
THENCE RUN WESTERLY CAPPROXIMATELY 1.300.7 FEET-) TO A
AS LABELED ON SURVEY.
ST.
ST.
STREET
STATIM
POINT OF THE WEST LINE OF THE: EAST 1/2 OF SAID
7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED
STRUC.
STRUCTURE
SECTION 2G, TOWNSHIP 34 SOUTH. RANGE 39 EAST. WHICH
UNLESS OTHERWISE NOTED.
SUL
T.B.M.
SUBDIVISION
TEMI-ORARY BENCH MARK
POINT 15 43,05 FEET SOUTHOF THE CENTER OF SAID
8. BEARING BASE ON EAST LINE OF PARCEL.
TEI F-
Ta.EPHENE
SECTION 26 CBEING THE SOUTHWEST 1/4) Or THE
9. ORIGINAL SIC BM: BM DOT 713 EL=19.69 NAVID 88
TnS.
TOM
TOP OF BAW
TOPOORAPI-11041.
NORTHEAST 1/4 OF SAID SECTION 2G. TOWNSHIP 34 5OUTH.
10. ELEVA11CNS (IF SHOWN) HEREON ARE BASED
T&
TwSp.
TRACT
TOWNSHIP
RANGE 39 EAST THENCE RUN NORTH 43.05 FEET TO THE
ON N.A.V.D. ;1988), UNLESS OTHERWISE NOTED.
LUL
UNREADARS
CENTER OF SAID 5ECTION 2G; THENCE RUN EAST TO THE
11. ONLY THE AREA INSIDE THE BOX WAS
U &,D
W.
UTILITY t DRAVWX
WEST
SOUTHWEST CORNER OF THE SOUTHEAST 1/4 Of THE
UPDATED TO SHOW THE PROPOSED
I//
CM
WATER METER
NORTHEAST 1/4 OF SECTION 2G. TOWNSHIP 34 SOUTH.
MANUFACTURED HOME LOCATION.
(/, C'
Ll
VV
VATER VALVE
COMBINED LOTS
RANGE 39 5A6T, BEING THE POINT OF BECINNING. LE55 AND
EXCEPT ROAD RIGHT OF WAY FOR SEMINOLE ROAD. SAID
CH:1RTIrrMD TO:
/�y
Z
WILLIAM E. HIRTFURST DAT
LAND LYING AND BEING IN ST. LUCIE COUNTY, FLORIDA.
Kings Proper-,les. LLC
PROFESSIONAL SURVEYOR & MAPPER
Farm Credit of Florida. AGA. as Agent Nominee
FLORIDA REGISTRATION NO 4416
CONTAINING '745.25 ACRES MORE OR LE55
Fee + Fee. PLLC, dba Treasure. Coast Title + Escrow
Chlrago Title Insurance Company
1TaIL 'A' II
N.T.S.
INVERT INVERT
EL.1 q,
2.G24.20-
DETAIL 'f3
N.T.5.
INVERT INVERT
EL.-IO.9' EL. -ill'
±3273.5'
120,
cmf.
DETAIL
'G'
N.T.5.
FIR
s
PROF.
1 STORY
MAN-FACPURED
O
hoiL
Ff.fL.-25.0'
78.0p,
HAYHURST LAND SURVEYING INC
CERTIFICATE OF AUTHORIZATION NUMBER CL.B. 73G4)
SiJRVEYINGs Sc MAPPING COMPANY
445 9TH ST. S.W. Unit-7
VERO BEACH, FL. 32962
PHONE: (772) 569-6680
FAX: (772) 770-3446
hajhurstls@live.com
7
L5uT CAP
GAP
BEE DETAIL
GO'C.M.P. '13'
RiV, EL,12-50'
NORME45T COPN-R
OF SECTION 2E.
TOW454F 34.
RANGE 39 EA51
PARCEL # 1325-211-0000-01.0-q I.
.qW-FFT 1 OF P
ISURVEY nl?-E-.:
BOUNDARY/TOPO.
DATE:
REVISIONS:
By.
FLOOD ZONE: X
PANEL NO.: NOT PRINTED
7/23/18
ADDED CMPS
BDR
® INDICATES EXISTING ELEVATION
SCANNED
By
SI Lucie Count
ECKEDBY. W. E. H.
7/31/18
CORRECTED CMPS
BDR
AWN BY.
L.E.H.
—
3/19/19
LOC;, BUILDING/DRIVE
BDR
LD BOOK No. 366
4/08/19
LOC. DRAINFIELD
BDR
GE No.
40
-4/1—8/19
REV. PER EMAIL 4/16/19
LEH
LA DATE:
12 20/17
—
4/29/19
ADDED PARKING LOT PER REQUESI
LEH
ALE: 1 1$ =1 00,
5/13/19
ADDED STAIRS PER REQUEST
LEH
17—474
a e
„° �^
PARCEL #I 13P6-130-0000-000-4 i PARCELS 1326-123-0000 u`O✓-e: i L�ti i�'+ti �ti`I' �'`>7` hh�*d`'
MATCH LINE _i°n i MATCH LINE " 19 i �h�ry
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ry ,� _ I 10' . ' SET GAP
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DETAIL 'G' N.T.S. h
E. NV.EL.-1320' •¢ 0 h p 0• w�0 30'tDITCH ON BLOCK
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> 0 _. ._._._._ _._. - _._. Tp$�._ _._ - 0T CONE. WALL -. L. WEL PI1MY 1 }
._._ _._._._._._._._. _. ._._ Ijd
1 0' .� h q. 14" C.MP.
4 4 9. 0• 16' GONG. PIPE 0' a ti
i h0' - INV.EL.=13.81' h6. �, 5. NVrL=1332, ANCYIOR h0 h1.
h q 0' N. NV.EL.-13.32' �- C.H.W. > 19 p a
h00 - .FRAME PUMP 1q ANCHOR -E9
HOUSE ON
q I h• CONC. of i op Ihh6 I hhy hs w h�
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F OW WELL a ` q A SOO'16'55'W 2.683.83' cB.B.� tHc
_---'--- , h1SET- - -
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h a ha. _ h h0 ha 0• h.. h0• ha °9 ry9 } h h-. 1
_ ._._._._. _. ._._ _._. _....................:._._._ _ _._._._ _._._._._. _._._._ _._._._ _._._._ _ h �_. GUARD RAIL /�.,, _
- -'-'- -- - - - -'- -' - - _h °% SEE DETAIL-
p °
SEE DF_ �, A,_ ryo% g �! W. eiv.EL.�1z.91 - 1h' �F.P.P.W.M.D. CANAL NO. 4 20' c.NP. ry1% PARCEL # 1326-111-000E-000-2 !� 24 G.M.P ._._.-. ._._._._._._._._._._._._. .-._._._._.-. M1. _._ _._._._ _.-._._._._._ _._._._.- _ ._._._._._ 0 O! o
�-'A' t 26242 O - W. INV. EL-10.64' h 308' G.MP. �- rr108' O.M.P. W. TOP EL=13.80' `I' F.P.F.W.M.D. CANAL NO..4 �°�' h GO' CA.P.
E. NV.EL.=12:93' is . 0. CDRAINAGE DITCH) - -�i -s./ - O - Z - € ' ,�- B
-..-..-.._._... ;h6' -..-.. �Tt1E EAST,LINE•OF SECTION 2.6-�..-ryy. EL.,;q.a's� _ Nv.EL=9.2_-..-.._...-E. TOP EL_32:90'-..-._-..-..-..-..-.. ha•, ..-..- ..-..-..-..-. CDRAINAGE DITCH) E_��7.-_ INV. ELs11.50't'3273.5'
_..-..-..__..-..- -.. .7-..-..-.. ..-..-..--..-...-...-..-. ..-..-..--..-..-..-..-..-..-. _ - -
� �._._ �*�1. - - - .. .. BASEIJNE--� _ - - - .. - .. - .. - .. - . - .. -.,, ..
.. .. .. ., �.. �O ..
ary �'Y% GUARD RAtl.� b 24 G71P. ... _... _. ...-� _,_ .......... .«..k.; ...
qg -w NV. EL.=720T h' PAVEMENT WW, EL=13.%' h0 a`� 36' C.M.P. p �••-}��17 \/1{/ /A� Yc-�-'- A
ry0 _ hqh Ory NV. EL =12.78' hOh hag NV. EL=9.81' GUARD RAIL `'+a I I G 1 1 t' y /-"'t 1 GUARD RAID IN . E G.M.P. B °O Ory
((y,�� KINGS I i°°
C R/W VARIES ) PAVEMENT VARIE5 tiwy
wc0- -awh - -- -o
h cy ha NORTHEAST CORNER
-' -� OF SECTION P.G.
PARCEL # 1325-222-0001-000-0 TOWNSHIP 34,
RANGE39 EAST
I
LEGEND
OF SURVEY
ABBREVIATIONS
i
PARCEL 4P 1325-233-0000-000•-7
i PARCEL .# 2325-233-000E-000-4
i PARCEL. Sk 1325-23I-0000-0CC-1 ( -
A
/C
AIR TCQm DER
L
LENGTH
Q(rLl Plc
AVE
AVENUE
N
MEASURED I
AVG
AVERAGE
Mai
M/MS.E
B.&
BEARING BASE
MxVL
MEAN MGM WATER LYE
&M.
BLI4
BENCH MARK
BLOCK
IOU
NO
IQMIBENr
NAIL 4 DISK
LEGAL DESCRIPTION
SURVEY NOTES
BL`U
BOULEVARD
M.
NORTM
1. LANDS SHOWN HE WEE
NOT ABSTRACTED
ca
CHORD WARM
"a
N.ic.
NUMBER
NOT OCLUDED
PARCEL 11
FOR RIGHTS -OF -WAY AND/OR EASEMENTS OF .
C.Bs.
CONCRETE BLOCK(
OxW.
OVERHEAD VOTES
RECORD. -
OLINE
x
PARKER K&ON NAM
THE EAST 1/2 OF THE NORTHEAST 1/4 OF SECTION 2G.
2. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW
•
CRAM LINK FENCE
P:L
TOWN5HIP 34. RANGE 39 EAST, LYING AND BEING IN ST. LUCIE
NAMED INDIVIDUALS
C.K
CCEIMc
CONCRETE CO MONUMENT
P'C
POPLAT
INT IE CLRVATIIRE
PERMANENT CONTROL POINT
COUNTY. FLORIDA. LE55 AND EXCEPT CANAL No. 4 RIGHTS OF
3. LEGAL DESCRIPTION SUPPLIED BY CLIENT.
AUTT
P.L
POWT OF INTERSEBri CT
FT OF HOUSE IF SHOWN) SUPPLIED BY
Ji 11( PARCEL' #k. 3325-211-0000-0LHI-9 I -
i I I
SHEET 1 OF 2
GI. COUNTY ROAD Pi PROPERTY LYE WAY ON EAST LINE. ( -
CT. OOu:r Pit POWER METER CLIENT.
POINT OF GINNING
(Cori CORNERSLAB PnnBd POINT OF COC°Bv+CE EN PARCEL 2M 5. NO STRUCTURES OR UTILITIES THAT ARE
& TEED PRC POMP OF REVERSE CURVE - BENEATH THE SURFACE HAVE BEEN LOCATED. THIS SURVEY MAP AND REPORT OR COPIES THEREOF ARE
D.B. D® BOOK PRlL PERMANENT RETERENCE MONUMENT
DEP DEPARTMENT B `O P°"ER PILE BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTHEAST 6. ALL SET CAPS LABELED PSM WEH 4416 ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
RA& RADIAL OR RABn1S �• 71
ExvDIo4ElTrM- Pi➢IECROI R/V RIGHT OF WAY 1/4 OF THE NORTHEAST 1/4 Of SECTION 26. TOWNSHIP 34. SUPPORTED WITH AN 18' LONG #5 REBAR HAYHURST LAND SURVEYING INC.
DIST. DISTANCE SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER,
TNR DEPARTMENT OF SE TcsE I SOUTH. RANGE 39 EAST. THENCE RUN SOUTH 46 FEET; ALL FOUND CAPS ARE A 5/8" ROD WITH A CAP
NATURAL RESOURCES CERTIFICATE OF AUTHORIZATION NUMBER CL.B. 7364)
DR DRIVE s�' STATESQUAREROAD THENCE RUN WESTERLY (APPROXIMATELY 1.300.7 FEET) TO A AS LABELED ON SURVEY.
E. EAST SAT. STREET POINT OF THE WEST LINE OF THE EAST 1/2 OF SAID 7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED SZJRVEYINC� 8c MAPPING COMPANY
1EE ELEEASC°rERr"Trx STA, STATMN SECTION 2G, TOWNSHIP 34 SOUTH. RANGE 39 EAST. WHICH UNLESS OTHERWISE NOTED.
EL ELEVATION - SUR STRUCTURE B. BEARING BASE ON EAST LINE OF PARCEL.
Env EDGE IF WATER Su& SUBDMSIIM POINT I5. 43.05 FEET SOUTH OF THE CENTER OF SAID
FP. FIRST FLOOR Tax TELEPHONE rEtictM MARK 9. ORIGINAL SLC BM: BM DOT 713 EL=79.68' NAVD 88 445' 9TH ST. S.W. Unit-7.
rETF. TELEPHONE SECTION. 26 (BEING THE SOUTHWEST 1/4} OF THE
'o WHYDRANT TA& TOP OF BAIL NORTHEAST 1/4 OF SAID SECTION 26. TOWNSHIP 34 SOUTH, 10. ELEVATIONS (IFSHOWN)HEREON ARE BASED VERO BEACH FL. 32962
FPI_ FLORIDA POWER 4. LIGR TIL TOPGGRAPFDCAL - _ -
IP. TICK Pn'E TTRACT� .RANGE 39 EAST THENCE RUN NORTH 43.05 FEET TO THE ON N.A.V.D.. (1988), UNLESS OTHERWISE NOTED. '
IR DeOO R0O UR UNREADABLE CENTER OF SAID SECTION 26N THENCE RUN EAST TO THE 11. ONLY THE AREA INSIDE THE BOX WAS
FFM' TINVERTO" Nam, - U 4 D UTILITY 41waINASE UPDATED TO SHOW THE EXISTING IMPROVEMENTS • - PHONE: (772) 569.-6680
SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF THE J j����✓%
Caves CRAM GOVERNMENT C VESTAND THE AS -BUILT IMPROVEMENTS. .2J//� � ! �
GS CRAM ® WATER METER NORTHEAST 1/4 OF SECTION 26. TOWNSHIP 34 SOUTH. /l� FAX: (772) 770-3446
GNR MORL NIBT�rAL W WCn�uEuaLOOTTS RANGE 39 EAST. BEING THE POINT OF BEGNNING. LE55 AND CERTIFIED TO: WILD IAM E. HAY RST D-� ATE
N.V. HEAD WALL ®INmcATEs Ex1srINO ELEVATION EXCEPT ROAD RIGHT OF WAY FOR SEMINOLE ROAD. SAID ha hurstIS®I1Ve.COn7
INDICATES PROPOSED ELEVATION Kings Properties. LLG PROFESSIONAL SURVEY & MAPPER y
1% INDICATES AS -BUILT ELEVATION LAND LYING AND BEING IN ST. LUCIE COUNTY. FLORIDA. - g P - FLORIDA REGISTRATION NO 4416
ELEVATIONS ARE FOR CALC.. Farm Credit of Florida. ACA. as Agent Nominee
- PURPOSES ONLY. 5 MORE OR LE55 Fee + Fee. PLLG, dba Treasure Coast Title + Escrow ,�_ a,,.;.� A ��
CONTAINING 78:25 ACRE IVED
Chicago Title Insurance Company
. - ^a,.l...�+fi�azxa�mm� _ �cae�S-o�, _ >:-C i*:s' S.i'&'.x....az�&3:a^l,.ss: `�S'����w�Kir • � - ..za;:^�a..
:��: _. NOV 2 6 MOMS- --- .
�1,�►, f1 PerSt. Lilq Department
St. Lilcie County
SURVEY TYPE:
C�
BOUNDARY 1T OPO.
DATE:
REVISIONS:
BY:
FLOOD ZONE: X
EFFECTIVE DATE: 02/06/2012
PANEL NO.: 12111CO160 J (NOT PRINTED)
7/23/18
ADDED CMPS
BDR
8/19/19
FORM BOARD SURVEY
TB
CHECKED BY: W.E.H.7/31/18
CORRECTED CMPS
BDR.
11/19/19
AS -BOLT SURVEY
TB
DRAWN BY. L. E.H.
3/19/1.9
LOC...BUILDING/DRIVE
BDR
-
FIELD BOOK No. -z
066
4/08/19
LOC. DRAINFIELD
BDR
PAGE No. 4.0
4/18/19
REV. PER EMAIL 4/16/19
LEH
FIELD DATE: 1 2 2O / 1.7
4/29/19
ADDED PARKING LOT PER REQUES
LEH
SCALE: 1 PM _ 1 OOa
5/13/19
ADDED STAIRS PER REQUEST'
LEH
JOB No. 17-74
4
6/07/Y9
REVISED STAIRS PER REQUEST
LEH
RECE
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SET 7h - _ - - ,ti, ,,9-ti -589 29"39"E 1.295.92 cm.) -.- THE SOUTH LNE OF WRE FENCE THE SOUTHWEST CORNER OF THE RECORD.
'- . -. _ - 9 THE NORTHEAST 1/4 OF SECTION 2G. I 2.G'W. SET SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 2G.: 2. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW
14' C.M.PB'I I a 0k ,Sro DRAINAGE SWALE Oti �s9. .- •-_--.-,.--.-_-,-. _._ - - - - - - _ ,`-_--
SHIP 34 SOUTH.. RANGE 39 EAST GAP TOWNSHIP 34 501TH. RANGE 39 EAST NAMED INDIVIDUALS
NV. EL=1o.9s"�>'+G' I sq ..--.--1-._.-.-.-.-.-.-.-._._.-._. a o - - -'T'- .-._._.-.-.- �DRanncE swALE .-. .-.-.-.--•-__._. ay 3. LEGAL DESCRIPTION SUPPLIED BY. CLIENT.
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o �.-.5.-...--.-.-._._.-.-.-._._.-. _ _ _ _ _ _ _ _
ZSWALE -� -� BENEATH THE SURFACE HAVE BEEN LOCATED.
r.o.a. _-._.-.-._-._.-._.-.-.-.-.-._._.-.-._.-.-._.-._ roes 6. ALL SET CAPS LABELED PSM WEH 4416 ARE
N89022 11 W 1295:92' cM.� T. @s.- - ,SET
p i za' cM.P. e ti0. CAP
mry ° hh SUPPORTED WITH AN 18" LONG #5 REBAR
o WE5TERLY 1,300.7'±CD.� +' BARB , % ��' ALL FOUND CAPS ARE A 5/8" ROD NTH A CAP
u NV. EI_=12.33'
WIRE FENCE AS LABELED ON SURVEY.
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4.5'W.. UNLESS OTHERWISE NOTED.
8. BEARING BASE ON EAST LINE OF PARCEL.
1 - 9. ORIGINAL SLC BM: BM DOT 713 EL=19.68' NAVO 88 :
10. ELEVATIONS (IF SHOWN) HEREON ARE BASED
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ON N.A.V.D. (1988), UNLESS OTHERWISE NOTED.
O I 0 0 ERFE I CTIID TO:
azW PAPAYA GROVE 5/D I Kings Properties. LLG
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PLAI BOOK
40, P,&GE -2-3
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Farm Credit of Florida. AGA..as Agent Nominee
Fee +. Fee. PLLC. dba Treasure Goast Title + Escrow
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SHEET 2 OF 2.
THIS SURVEY MAP AND REPORT ❑R COPIES THEIR OF ARE
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER,
WILLIAM E. HA RST Dkt
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA REGISTRATION NO 4416
HAYHURST LAND SURVEYING INC.
CERTIFICATE OF AUTHORIZATION NUMBER CL.B. 73G4)
ST-TRVEYING 8e MAPPING COMPANI'
445 9TH ST. S.W. Unit-7
VERO BEACH, FL.' 32962
PHONE: (772) 569-6680
FAX: (772) 770-3446
hayhurstls®live.com
r=B;0�6ZTOFF.
DATE:
REVISIONS:
BY:
FLOOD ZONE: X
EFFECTIVE DATE: 02/06/2012Y
PANEL NO.: 12111CO160 J (NOT PRINTED) -
4/08/19
LOC. DRAINFIELD
BDR
6/07/19
REVISED STAIRS PER REQUEST
LEH
CHECKED BY:. 1AI E•H• -
7/23/1.8
ADDED CMPS
BDR.
8/1.9/19
FORM BOARD SURVEY '.
TB...
DRAWN BY: L.E.H.'
7/31/18
CORRECTED CMPS
BDR
.11/19/19
AS-BULT SURVEY'.
TB
FIELD BOOK No. 3
66 ,,
3/19/19
LOC.:BUILDING/DRIVE
BDR
-
PACE No. 40. -
4/08/19
LOC. DRAINFIELD'
BDR
� INDICATES EXISTING ELEVATION
5O INDICATES PROPOSED ELEVATION
50 INDICATES AS -BUILT ELEVATION
ELEVATIONS ARE FOR CALL
PURPOSES ❑NLY.
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FIELD DATE: '�.2 2017
4 18 19
/ /
REV. PER EMAIL 4 16 19
/ /
LEH
SCALE: PT r
1 =60 -
4/29/19
ADDED PARKING LOT PER'REQUES
LEH
Joe No. 1 7-474
5/13/19
ADDED STAIRS PER REQUEST
LEH
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.HYl/ 1\ INV. EL.=10.08 I'
KINGS f 7 G S G Y I"4
NORTHEAST CORNER
R/W V � Nr vAR
OF SECTION 26.
PARCEk-1% 1325-222-0001-000-0 �. I TOWNSHIP 34.
RANGE 39 EAST
I Id71 CE SURVEY
ABBREV16IMNS
I
PARCEL 40 1225-23s-0000-O40-7 I:, PARML m :.s25-z3s_c0n1-0oG-4. I PARCEL :x s3a5-231-0000-000-1
A
A/C
DELTA ANGLE
AIR COMMONER
L
M
LENGTH
LIGHT
TRED E
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AVEME
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AVG.
B.H.
AVERAGE
BEARING BASE
Kit NNBi1.E
KRVL IEANN HIGH WATER LINE
BA
BENCH MARK
ION.
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LEGAL DESCRIPTION,
I
RVEY NOTES:
BLR•
BLVD.
DLOCN
BOULEVARD
NO
N.
NAIL % DISK
NORTH
1. LANDS SHOWN HEREON WERE NOT ABSTRACTED ..
C.B.C.
�n BEARING
N.
NUMBER
HOT INCLUDED
PARCEL 1.
FOR RIGHTS -OF -WAY AND/OR EASEMENTS OF
MS.
CONCRETE BLGCN
aKV.
OVERHEAD WIRES
-
RECORD. - •'-
STRUCTURE T"�
Px
P RaLON NAIL
THE EAST 1/2 OF THE NORTHEAST 1/4 OF 5EC110M 2G.
_
2. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW
QLF
CENERLINE
CHAIN LINK FENCE
P.I.
PLAT
Tr
- TOWNSHIP 34. RANGE 39 EAST. LYING AND BEING IN ST. LUCIE
NAMED INDIVIDUALS
xN
CONCRETE NW PFAT
P.C.P.
Pof CURVATURE
PERHAENT CONTROL POINT
cn11NTY FI n21ne. LESS AND EXCEPT LANAI_ No. 4 RIGHTS OF
3. LEGAL DESCRIPTION SUPPLIED BY CLIENT:
G0. CLEM MR :L P PAil u .1. 1..
COUNTY : PL. PROPERTY LIE WAY ON EAST LINE.
C.R.
CT COUNT PA POWER NETER CLIENT.
C //S - CONCRETE SLAB P= POINT OF iNG
Pnc POINT+T IF CONHENCE
� PARCEL 2H 5. NO STRUCTURES OR UTILITIES THAT ARE "
C DM PRC POINT OF REVERSE CURVE BENEATH THE SURFACE HAVE BEEN LOCATED:' THIS SURVEY MAP AND REPORT OR COPIES THEFEOF ARE
B.B. DEED BOOK f� POWER
REFERENCE NPAR£NT �!
OF BEGINNING AT THE SOUTHWEST ClORNER OF THE SOUTHEAST 6. ALL SET CAPS LABELED PSM WEH 4416 ARE NOT ,VALID WITHOUT THE SIGNATURE AND ❑RIGIN6L RAISED .I�AYHURST .LAND SURVEYING' INC.
„ DEP DEPARTMENT AL PROTECTION RAU RADIAL OR RADIUS
' DIST. DISTANCE R/V RIGHT OF WAY 1/4 OF THE NORTHEAST 1/4 OF SECTION 2G. TOWNSHIP 34 SUPPORTED WITH AN 18". LONG S. REBAR SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. -
DR rDEPARTMENT IF S. SECSI> TIZIN SOUTH. RANGE 39 EAST. THENCE RUN SOUTIi 46 FEETH ALL FOUND CAPS ARE A 5/8" ROD WITH A- CAP _ GERTIFIGATE OF AUTHORIZATION .NUMBER CL.B. 73G4)
NATURAL RESOURCES SOFT. SQUARE FEET `THENCE RUN WESTERLY CAPPROXIMATELY: 1,300.7 FEET) TO A AS .LABELED ON SURVEY.
D. DRIVE S.R. STATE ROAD 7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED SUFtVEYI1`SG 8a MAPIPING COMPANY
c EAST ST. STREET POINT OF THE WEST LINE OF THE EAST 1/2 OF SAID
'CASEEASENENT STA. STATION - UNLESS OTHERWISE NOTED.
0 EG- ELECTRICAL STRUO• STRUCTME SECTION 2G, TOWNSHIP 34 SOUTH. RANGE 39 EAST. WHICH g• BEARING BASE ON EAST LINE- OF PARCEL. 4: ! _ ,H
'EL ELEVATION SUB.,' SUBn1V1SIcN tc5 9TH ST. S.W.
UTIit-7..
OF T.BA 70.PORARY BENCH NARK POINT IS 43.05 FEET SOUTH "OF THE CENTER OF SAID
MY. EDGE CBEING THE SOUTHWEST 1/4) OF THE 9. ORIGINAL SLC BM: BM DOT 713 EL=19.68' NAVD SS
FF. FIRST FLOOR TELE TELEPHONE SEGTIOK 26
FWD. FOUND T.M TIP IF BANK _ 10. ELEVATIONS: IF SHOWN. HEREON ARE BASED : VERO BEACH, FL. '.32962
17 FIRE HYDRANT TOPM TOPOGRAPHICAL - NORTHEAST 1/4 OF. SAID SECTION 2G. TOWNSHIP 34 SOUTH. � )
FPL FLONIDA MJV? 6' LIGHT
I.P. IBM PIPE TOWNSHIPTTRANGE 39 EAST THENCE RUN NORTH 43.05 FEET TO THE AN ONN.ALY T (1 ARE UNLESS OTHERWISE NOTED
I.R. IRONBLE CENTER OF SAID SECTION 26N THENCE RUN EAST TO THE 11. ONLY THE AREA INSIDE THE BOX WAS PHONE':-(772) 569-6680.
INV. INVERT UP.' ��' F THE UPDATED TO SHOW THE EXISTING IMPROVEMENTS
FIN FOUND NAIL U a D UTILITY a DRAINAGE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 O
V. WEST AND THE FORM BOARD LOCATION. ' ii1 FAX:_ (772) 770-346
GLV T GRVEgiElNT ..
E�7: GRADE CM WATER METER NORTHEAST 1/4 OF SECTION 26, TOWNSHIP 34 SOUTH....
GM GROUND -WVWATER VALVE .. CERTIFIED TO: WILLIAM E. HA T A�T'
� HORIZONTAL COBIIED LOTS RANGE 39 EAST. BEING THE POINT SE INOL BEGINNING. AND hayhurstls@live.com
NV. HEAD WALL EXCEPT ROAD RIGHT OF WAY FOR SEMINOLE ROAD. SAID PROFESSIONAL SURVEYO &MAPPER _
U TY, FLORIDA. farm Properties. LLG
LAND .LYING AND OEING IN 5T. ILUGIE GO N FLORIDA REGISTRATION N0 4416
C�`ii"S) TNTITCATFS EXISTING .ELEVATION Farm Credit of Florida ALA. as Agent Nominee
I!!I fARC?:L :k 13ia-211-OOCO-b;.4.-9 I
SHEET 1 OF 2
SURVEY TYPE:
BOUNDARY TOPO.
DATE:
REVISIONS:
BY: .
FLOOD ZONE: X
EFFECTIVE DATE: 1CO160 2012 (N
PANEL N0.:2111C0160 J(NOT PRINTED)
7/23/18
ADDED CMPS
BDR
8/19/19
FORM BOARD SURVEY
TB
CHECKED BY: W.E.H.
7/31/18
CORRECTED. CMPS
BDR
-
DRAWN BY: L.B.H.
3/19/19
LOC. BUILDING/DRIVE
BDR.
FIELDBOOK No. 366
4 j 08/19
LOG. DRAINFIELD
BDR
PAGE No.. 40
4/18/19
REV. PER EMAIL 4/16/19
LEH
FIELD DATE' 1 2 20 1 7 `-
4/29/19
ADDED PARKING LOT PER REQUES1
LEH
F
SCALE: "=1 00,
5/13/19
ADDED STAIRS PER REQUEST
.LEH
JOB No. 17-474
6/07/19
REVISED STAIRS PER REQUEST
LEH
PARCEL # 132G-123-0000-000-2
PROPOSED 50' EA5FMENT -1
PARCEL # 132G-130-0000-000-4
�I h
I
4' BARB
111 WIRE FENCE
DETAIL .,C.
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—+
C@ODED LOTS
NV,
WAD WALL
W �!
� JIB
CENTER OF SECTION 26 BROKEN
THE THE SOUTHWEST CORNER OF 0.7' BLOCK { _
THE NORTHEAST 1/4 OF SECTION 26.
WALL
TOWNSHIP 34 SOUTH, RANGE 39 EAST + 0 0h SURVEY NOTES: "
EAST CD.) a �` P.O B 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED
D.
G{y!ye (e THE SOUTH LINE
a BARB CPARCEL ZD FOR RIGHTS -OF -WAY AND/OR EASEMENTS OF
S 8 -I 2 -I'39 E 1,295.92 cm.) _ � ... , THE NORTHEAST 1/4 OF 50EGTON 26: i6w GE 9 SET sourHEAsi i a o� me noRmeasr�v< of secnoN 26. 2E THIS SURVEY IS CERTIFIED ONLY TO THE BELOW
14 GMP a 6N._.. +q(O. DRAINAGE SWALE 2 — — -.
0 9 _ _ — — _ — — —��.-
NV. EL. 10.45' '-E' +CD y I q a — +°" +� -- , — — . — — — _ _ _ _ _ . _ — �. — — — P 34 SOUTH. RANGE 39 EAST GQP TOWNSHIP 34 SOUTH. RANGE 39.EA5T
+• _ _ _._ _ _ _ _ _ _ _ _ _ NAMED INDIVIDUALS
"T'- - _. � -? .-.-.�----- -•- ----- -"-' O O - T '—" -- a N 3. LEGAL DESCRIPTION SUPPLIED BY CLIENT..
0.7' BLOCK HEADWALL J 0 +�. T.OE —. _..— — _ _ _ _ _ _ +�'. P.ARGi.L -4t1JZ�0-13C)-GC)C1"OVC-� C1/ '.O.d. —. _._._.—. DRAINAGE SWALE ,5 _. _. _. '�'a`. +a. x
Z.-:�• .- -•-'- - - -'- -.- -'- -. .- -. -.- - -'-. -._ _ +�' N.n 4. SQ. FT. OF HOUSE (IF SHOWN) SUPPLIED BY
36• cn.P. > +o off' swa.E �� a o - ._ . _ _ . -. . _._...._- _T.O.a. 1 T.O.B.—. —. _.� J �ti PARCEL # 132�-411-0001-000-3
1ITIES THAT ARE
+o S — ...... ......—'— — — — — —'— — —'— — -- — -- — —'— — —'— — ...... ......................... _._. +� — —'— — ary + ,_ BENEATH THE SURFACE HA5. NO STRUCTURES OR LVE BEEN LOCATED.
_ _ —� .—.—.— SWALE T.O:BS
SET A
;1
�o . � — — —' —' — — — — — — — — — — — — — — — —' —' — — — — -- — — — — — _ . — 6. ALL SET CAPS LABELED PSM WEH 4416 ARE
+ N89 2211 W 1.295.92 01D ,,' +a1 T.O.jT +01 sETI 6ti �� SUPPORTED WTH AN 18" LONGI15 DEBAR
I 0 GAP ° + ALL FOUND CAPS AREA 5 8 ROD WITH A CAP
N �A roP = 2a c11.P. WESTERLY 1.300.7'±CD.) WREFAE�NGE ~� +1 AS LABELED ON SURVEY. / .
� NV. EL�12.33'
FND C.M. F4'
EB�ENCE 4.2.5. 7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED
45 W.. is.rs. UNLESS OTHERWISE NOTED.
12.3'S. B. BEARING BASE ON EAST LINE OF PARCEL. '
9. ORIGINAL SLC BM: BM DOT 713 EL=19.68' NAVD 88
In Q E 10. ELEVATIONS (IF SHOWN) HEREON ARE BASED
i ON N.A.V.D. (1988), UNLESS OTHERWISE NOTED.
O
J ^ O - - { CERTIFIED TO.- Z3Ly
0
PAPAYA GROVE S/L Kings Properties. LLG
Q \ - PLAT 800K 40. PACE 33 - i Farm Credit of Florida. AGA, as Agent Nominee.
U w I - Fee + Fee. PLUG. doe Treasure Coast Title + Escrow
Chicago Title Insurance Company
Q° I" LOT 1
0 0
� I
Z0
500'18'59'W 46.00` CM_)
w'37
Q
W SOUTH 4G.00' CD.D
L_2
589'22'11'E GO.00' CM.) ,
L-3
NOO'18'14'E 43.05' CM.) -
J NORTH 43.05 CDJ
PIZ
PARCEL * 13zG-421-0001-000-4 L-4
N89'29'39'E GO.00' CM.)
u L-5
LOT 2 NOO'18'14'E 43.18' CM.)
SHEET 2 OF 2
THIS SURVEY MAP AND REPORT OR COPIES THEREOF ARE i HDATE; REVISIONS: BY: EFFECTIVE DATE: 02/06/2012
NOT VALID WITHOUT THE SIGNATURE AND ❑RIGINAI. RAISED HAYHURST LAND SURVEYING INC. BOUNDARY TOPOPANEL NO.: 12111CO160 J (NOT PRINTED)
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, LOC. DRAINFIELD BDR INDICATES EXISTING ELEVATION
CERTIFICATE OF AUTHORIZATION NUMBER CL.B. 7364D
SURVEYING 8e 7ldAPFING CO]ViPANY CHECKED BY: W. EE.H.
DRAWN BY: L.E.H.
445 9TH ST. S.W. Unit-7
BOOK No. 366
VERO BEACH, FL. 32962' FIELD �
PAGE No. q 0
PHONE: (772) 569-6680 iV
O . FEUD DAIS:
WILLIAM E. URST i FAX: (772) 770-3446 12 20 17
PROFESSIONAL SURVEYOR & MAPPER D T, hay}. urst1S®Iive.COII1 SCALE: 1:,,=60'
FLORMA REGISTRATION NO 4418 JOB No. 17-474
s_