HomeMy WebLinkAboutFinal Survey 9.1.20 Patpe\ OIL
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ALLEMIM
FUSE BOX
\ / / / / / / �/ \ C�a99.51' . ``\'\ �G� 1,•� MH.WL 11/12/SB
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'p0 9 �� pA'ri)O�'a 0 ' / � i � / V j / i - ' / / / \ LEGAL DE5CRIFTIONM
/ Ge\ \0' k Oo / �� i � / / / \ PARCEL 1
� o eA� � i / / BEGINNING AT A POINT SOUTH 5931'19' WEST. A DISTANCE OF G37.G7 FEET
g . /f� FROM WHERE THE SOUTHWEST RIGHT OF WAY LINE OF INDIAN RIVER DRIVE
LOT lqs FEE PROPERTY,
� /ei � ' / \ Irv/ \ / 90 ACCORDING TO THE INTERSECTS THE SOUTHEAST
OR FLATTPTHEREOF, AS ERTY LINE F RECORDED IN PLAT BOOK 4.
01, � � / PAGECS) 44, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND
QER ov000 i - / EXTENDING THENCE,
\ \/\ ��� (D Lhlay �\ / \ 1. SOUTH 5931'19' WEST, A DISTANCE OF 283.81 FEET TO A MONUMENT
BEING THE NORTHEAST RIGHT OF WAY LINE OF THE FLORIDA EAST COAST
` y� / a� / I lq`N� GE5 1�*P) lIV / / / \ao /�`�C� RAILROAD. THENCE,
�0� 1Oe\2 022�000/ i ��jj� 3�L�/�.�� // 2v NORTH DISTANCE OF 35 90 FEET F320 WEST ALONG SAID
THE SOUTHEAST RAILRO LINERIGHT
LOOT AY OF SAID
FND. GAP \ O o 5�j� p\\a� � y SU5DIVI510N, THENCE,
/ ROWNJ P PO 02' ofol . / \� �' .�
\ \/ o.TW.. 0.945. k '�O g�� � � / i - / °Mae 50 O \ 3. NORTH G5020'19' EAST, A DISTANCE OF 282.85 FEET ALONG SAID
\ \ / • e\ \O' kPjO °GG / � . \ /p000r / eQr e\ \0 ik'046 0 \ SOUTHEAST LINE OF LOT 18. TO A PONT. THENCE,
G a G 00 /` \ \ EXISTING • / ' / Pat / � � QG. Z / � . � ' �/ �O�j'0 �POP� / \ 4. SOUTH 250380320 EAST. A DISTANCE OF 153.13 FEET TO THE POINT AND
, / / PLACE OF BEGINNING.
P/
\ i QE�o RyoN 1,�A � / / . \ / /teiE\\Rh PARCEL 2
\ a wooDiwRE - i E�� � s��pg 0/ / Apo kaj0 O,g\ / BEGINNING AT A POINT WHERE THE SOUTHEASTERLY RIGHT OF WAY LINE OF
FENCE 0,5N / . \ / �\ pV�Oih Q�� / Ga\� e\ \0` y,00 INDIAN RIVER DRIVE INTERSECTS THE SOUTHEAST PROPERTY LINE OF LOT 19v
\ �� Pyt y �p atr O0 / FEE PROPERTY. ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED
` 3 / • \ � � EPhoMcREt. . / e 3,0 IN PLAT BOOK 4. PAGECS) 44. PUBLIC RECORDS OF ST. LUCIE COUNTY.
/ i °P / GO FLORIDA. AND EXTENDING THENCE,
1. NORTH 32*30*300 WEST. A DISTANCE OF 30.00 FEET TO A POINT.
\ � 1 � � p� M 0 vc, / eta THENCE,ryp \ PLATTED PROPERTY UNE PR,Gti 3 FND. GAP /
` 1n P 1 CURD / a 2. NORTH 59'31'19" EAST. A DISTANCE OF 75 FEET +/-. TO THE WATERS
RALROAD N�° w MONUMENTED PROPERTY UNE �0 0.2'N., i �' / \ne R" 5� k'
' \ \a \d y t O ,2 OF THE INDIAN RIVER THENCE,
TRACKS spy �eULDNG SET BACK LIE \ o.z �� Gti� / Oa ple L\5 00
o \ / , • t\al1 \ \0` O 3. MEANDERING IN A SOUTHEASTERLY DIRECTION ALONG 5AID WATERS. A
�O `\ ( lip sA9 EceP i Q O / P toe O(D / DISTANCE OF 30 FEET +/- , TO THE POINT OF INTERSECTION WITH THE
O \ opX&ile�w n s5p slip , % `, � � �" S° / 2 Poi 00 a SOUTH UNE OF LOT 19. THENCE,
9 lea �� 2 23 3�3 ?) s, b . O j� ° \ / O� CD
/ \ \ 4. SOUTH 5931'19' WEST. A DISTANCE OF 75 FEET +/-, TO THE POINT AND
���\ o \ � \ �\ • boo° s eP ^ / PLACE OF BEGINNING.
<\e�Ok' / PARCEL 3
J � \ ,� °s owe 4�v s / Greg \0 00 AN UNDIVIDED 1/3 INTEREST N THE FOLLOWING
oo � Vs\ , STING at °e 00�W'�t9 THE NORTH 15 FEET LYING EAST OF THE FLORIDA EAST COAST RAILROAD
\� �s , /tic s �. yo ' /\/ WELL �Q3�0 / / LEGEND DF SURVEY ABBREVIATIONS RIGHT OF WAY OF THE FOLLOWNG DESCRIBED PROPERTY,
9 \ s aA _�v�q i sA. 0D eo o{s� / / A DELTA ANGLE L. LENGTH LOTS 1 AND 2, MILLER'5 SUBDIVISION, ACCORDING TO THE MAP OR PLAT
a � \ � GHT POLE
O �� �i; a yftRo �Oe�� � \ / gCto / / ave AvErn AIR �"EeITIONER MEASURED
THEREOF, AS RECORDED IN PLAT BOOK G. PAGECS) 48. PUBLIC RECORDS OF
T mil` / ito / o. peea�tp \ / as AVERAGE cBASE KH.WL MANHOLE HIGH WATER LINE
ST. LUCIE COUNTY. FLORIDA.
^q "( - o d ae k. / N RK BENCH NARK NON MONUMENT SURVEY NOTES:
o� eF' O 3 ` O g BLVD. BLOCK BOULEVARD No NORTH
NAB_ s DISK
ceNreRLra � 1 t � / �a�a<y \0` k pOO� / \)�0\�PGti ca CURINDVE BEARING NcG � L�� 1 . LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS-OF-WAY
OF TRACKS / / C� op\ Oq' / 5 P / eLGLT Oxv, OveRHEnn WOES AND/OR EASEMENTS OF RECORD.
p0 \� �� O ' cn ECHO DISTANCE P• PAGE 2. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW
PR PARKER KALON NAIL
\off \ 03 v "\\,\ 00 3 / �, CHAIN LEW FENCE P. PLAT NAMED INDIVIDUALS
' GAP aoz / a \ �a Ok 3 G J p ( � O� / CM CONCRETE MONUMENT P.C. POINT OF CURVATURE 3. LEGAL DESCRIPTION SUPPLIED BY CLIENT.
P.CP. PERMANENT CONTROL POINT
` \er ea \ k5 0• P\ \ coo LEAN MIT P,' POINT OF INTERSECTION 4. SQ. FT. OF HOUSE (IF SHOWN) SUPPLIED BY CLIENT.
p0 / CCA r COUNTY P°"n PM POWER METER 5. NO STRUCTURES OR U71UTIES THAT ARE BENEATH THE SURFACE HAVE
DAPPED / O oe\ 10� � C/S CONCRETE SLAB amna PP T OINT OF BEGINNING BEEN LOCATED.
\ WELL / Pa< 00 Nt \ / IL D� PRO POINT OF REVERSE CURVE 6. ALL SET CAPS LABELED PSM WEH 4416 ARE SUPPORTED WITH AN 18" LONG #5
03' POP /J Da En BOOK PRN PERMAENT REFERENCE MONUBMM REBAR
DEP DEPARTMENT OF �� POWER POLE
/ Gj • � �Ok 0 CD / DwmamEHTAL PRGIEaeN Riv WiDIA OF WAY AADIUS ALL FOUND CAPS ARE A 5/8" ROD WITH A CAP AS LABELED ON SURVEY.
04 N O� / DIST. DISTANCE S. SMITH
7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED UNLESS OTHERWISE NOTED.
BRIE DEPARTMENT OF SEC SECTION Gp� oe\ \OO _ .(�O / E DRIVE NATURAL RESOURCES �' SQUARE� 8. BEARING BORDERS THEASE OF RAILROAD RIGHT F WAY,
THE WEST UNE OF PARCEL t THAT
\` �0`2) 1' 88
/ / EG CAST STt STREET
EAM E�V� STA sSTRRUCt STATION 0.9. OELEVATIONS (IFRIGINAL S.L.C. S HOWN)"HE EONOARE BASED ON N.A.V.D. (1988), UNLESS
Env. EDGE OF WATER Sva SUBDIVISIOTEMPORARY OTHERWISE NOTED.
TWO,
FOUR FLOOR TEM TEMPORARY BENCH NARK
FND. FOUND TELE. TELEPHONE 77 .THE GPS RECEIVER TYPE: SP60 GNSS RECEIVER USES Z-BLADE PROCESSING
TW TOP OF HANK
` k '0" FIRE "Y�P� � U� TOPa TRACT TOPOGRAPHICAL TECHNOLOGY. SPECTRA PRECISION 240-CHANNEL 6G ASIC THAT FULLY USES
IR. IRON PIPROD Tit T P ALL SIX GNSS SYSTEMS: GPS, GLONASS, BEIDOU, GALILEO, QZSS AND SBAS.
\ / \ O� / INV, INVERT UM UNREADABLETHIS TECHNOLOGY MAINTAINS A PLUS OR MINUS VERTICAL ERROR OF NO MORE
/ / MV,T GOG� NT W ` n n� I"^� THEN 0.07 FEET AND A HORIZONTAL ERROR OF NO MORE 0.16 FEET.
\`V m GRADE ® WATER METER 12. SURVEY PRO GNSS SOFTWARE EXCEEDS THE MINIMUM ADJUSTED
, WEST
5G1'38'55'W 273.78' CM.) N30'Ol'54'W 30.00' CM.) GNa GROUND WV WATER VALVE REQUIREMENTS FOR THIS SURVEY.
\ 559'31'9'W 283.81' CD.) N32030030OW 30.00' CD.) / H.Vv HEAD WALL
cD,eIMED LOTS
H.V. HEAD WALL
\ SURVEY TYPE FLOOD ZONE: X
N23N25'3832 W 211.90' CDO N59'318'95E 500'fCCD.) NOT IVALID WITHOUT S SURVEY MAP ATHE ND R SIGNATURE EPORT OCANDEORI ORIGINAL RAISED 5S THEREOF ARE BOUNDARY TOPO . DATE: REVISIONS: BY: PANEL NO.: 121i1CO292/K7
HAYHURST LAND SURVEYING INC.
L -7 SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, - CERTIFICATE OF AUTHORIZATION NUMBER CL.B. 73G4) 2/7/19 ADDED SITE BDR ® INDICATES PROPOSED ELEVATINDICATES EXISTING 13 N
NG730044'E 273.80' CM.) 542'22'45'E 30.91' CM.) SURVEYING 8c MAPPING COMPANY CHECKED BY. 1AI E Ho 2/12/19 CHANGED C.B.S TO FRAME BDR � INDICATES AS-BUILT ELEVATION
E`\ \ NG5'20'19' 282.85' CD.) SOUTHEASTERLY 30.000t CDJ DRAWN BY: YY
L -4 L -8 445 9TH ST . S .W. Unit - 7 L. E . H . 2/28/19 REVISED SITE BDR CERTIFIED pro :
FIELD BOOK No. 505 GARNETT
\ 523'170300E 183.81' CM.) 5G1'38'55'W CIG.18' CM.) VERO BEACH , FL. 32962 374 3/11 /19 Cty. Survey Letter WEH
525038'320E 183.13' CD.) 559'31'19'W 75.000t CD.) PAGE No. 40
0 5/6/19 FORMBOARD LOCATION LEH
PHONE : ( 772 ) 569 - 6680
FAX: ( 772 ) 770 - 3446 FIELD DATE: 11 09 18 8/19/20 AS- BUILT SURVEY ED
�� \ PRoEsr rs oxMni SURVEYOR & MAPPER DATE hayhurstls ®live . com SCAM so" = 50'
FLORIDA REGISTRATION NO 4416 J°B "° 18 - 481