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BENCHMARK (BOX CUT ROCK ROAD)
ELEV.-21.871 LOCAT" IN SECTION , TOWNSHIP 11130 IT® , A 4 TT p M U)
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CITY FORT PIERCE, S�4 I N T m I ��' TY,FLORIDA9, x a � P � z w U o
FND FND NAIL & DISK
LS # 4971 - - aRArr6E AvfRUE LPL ui
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NORTHWEST CORNER OF THE - SITE Z ® a
T� - NE 114 OF SECTION23 "� Lit a
I C/L NORTH S7 . LUCIE RIVER WATER CONTROL DISTRICT CANAL NO. � � � � 'Za 2 ® ( fl
FND 3X4' CM FND 4X4' CM
I o LS # 4987 BASE BEARING LB # 4108 "
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1.6' SOUTH N 8904635" E 9 �� co
J a co_ _.. __. _. _-. ____-.EEC 712 WFMTEa ROAD
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IVI 649.3®"64$.9$'D `� ui I r
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o' 4a 130' 120' w LOT4 NI LOCATION MA �
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Z NOT 70 SCALE
�.� MODEL LAND COMPANY
NE % SECTION 23 o � STREET ADDRESS
3O
CAl LESS AND EXCEPT PARCEL ca
N; o t OCCUPIED o i 2260 S. ROCK ROAD, FORT PIERCE, FL 34945
v WELL AND SEPTIC OUT OF RANG � 6 �
l� LEGAL DESCRIPTION
C LOT 4 OF THE NORTHEAST Y4 OF MODEL_ LAND COMPANY'S SUBDIVISION w z
o OF SECTION 23, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ACCORDING TO
0 THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 10 OF THE a
UNDER GROUND, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SUBca w
SUBJECT TO PIPELINE
FND 3X4' CM I GAS FINE EASEMENT IN FAVOR OF FLORIDA GAS TRANSMISSION COMPANY13
ti
LEGEND & ABBREVIATIONS LS # 4907 2 '03 17 73 ` RECORDED IN OR BOOK 876, PAGE 2210 OF THE PUBLIC RECORDS OF
- - 1.6' SOUTH
21
p ARC LENGTH ST. LUCIE COUNTY, FLORIDA. a
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A jG AIR CONDITIONER Z0,25 18.91 18,43 � LESS AND EXCEPT THAT PARCEL MORE PARTICULARLY DESCRIBED AS A
19.92 19,18 36 18.26 17.65
BM BENCHMARK c� FOLLOWS: �'
M.3 - - - nI86*04'T2" 17.77 \ 17.52 Q
C CALCULATED FROM FIELD MEASUREMENTS 20,4 17t.25
2 650.540
650.50 M
4` Hc�c 5` CHAIN BEGIN AT A 3X4 CONCRETE MONUMENT (STAMPED "R.W. HERR, PLS
C/L CENTERLINE I 1 EXISTING WIRE PEN LINK CENCIHAIN
4907") 49.00 FEET SOUTH OF AND 30.00 FEET EAST OF THE
CM CONCRETE MONUMENT SERVICE, POLE PROPOSED 19.28 NORTHWEST CORNER OF THE NORTHEAST Y4 OF SECTION 23, TOWNSHIP a� w
z a { wlTx NAIL O." �f° 18,38 17.3g FND 3x4^ cM 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA; RUN
CONC CONCRETE BENCHMARK LS # 4907 `
� m � � N89'49'22"E (AN _ASSUMED BEARING) ALONG THE SOUTH RIGHT -0F WAY � �'
P4 y ELEv-21.53' N 18�62 1.6 SOUTH LINE OF THE NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT CANAL r
DEC OR DEGREE a Z o, iF--20, °' 61 18.35`�
ELEV ELEVATION m z a 19.25 I t I X 1 .64 X 18,41 X 18.82 ,V7 1 62 Z NO. 48, A DISTANCE OF 648.98 FEET, TO THE EAST LINE OF AFORESAID
FEE FINISHED FLOOR ELEVATION x '� 9 % LOT 4; THENCE S00'OS'45"E ALONG THE EAST LINE OF LOT 4 A °U
' 19,14 I � PRoPos® 18'85 X 16.61 [�1�6 DISTANCE OF 254.20 FEET; THENCE RUN N86'04'15"W, A DISTANCE OF waa
FND FOUND Ci Q r L-'"" MMOV 7REA /
i ID IDENTIFICATION NUMBER 1 4 z U 1 0 K
t cy 6 FEBT, TO THE EAST RIGHT OF WAY LINE OF ROCK ROAD;
��L�3"_1��6- EXZSTI�C'.._' l �IU v V t'+ >„, I1�wm
20.50 "'"" (J ® THENCE RUN N00'10 15 W ALONG THE SAID EAST RIGHT OF WAY LINE A �W/ a=-,
40.T POND ' m r m
_ __�p -_ -- _ o X o a 24.12 �g ODEL LAIVD. C�^s11/e'PANY � � � ®� � DISTANCE OF 207.61 FEET TO THE POINT OF BEGINNING. �°w
i IR IRON ROD - W w - lz 16,54 16.65
W N 100.3' F3' PROPOSED 6. N 23.8 NE 1/4 SEA"�`T ION 23 1 .24 U= t3 t
dam
IRC IRON ROD & CAP 20.17 w 2 STORY PROP( ED EOFE L NOTES o�
�X Q U)i q 1200
9. J ' P OPOSED CBS --- �i z a>
LICENSED BUSINESS ¢OVERED .; a o 19.34 c� 1. THE EXPECTEDTHIS SURVEY AND/OR MAP IS RESIDENTIAL. aF
LB 20.33 a o �RESIDENc EXISTING --- 19.95 16,61 e.l '� � �
LICENSED SURVEYOR V1 Z ENTRY - °j MINIMUM ,a HOUSE PAD rL9
LS m '*' -- �89. -- Z 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT°�
O l00.' FFE - 22.2' I U mNmn
M MEASURED DATA p 10. ss { 8 56 ExDocxNG J CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER. i owz
18.56 ~ 19, y r. BREEZE \
MON MONUMENT l ZLL
PROPOSED 3 N co m X19.220 � , '8O � 2Z0, WAY 23.3 I p w 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE °® W o W. z
N&C NAIL AND CAP PIPE O z2.o� _ 4,6 X 19.32 I! A7 16,52 ' f ® m AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. ° ix wok
NAVD NORTH AMERICAN VERTICAL DATUM A m Q PROPOSED 18 - „ ,t PROPOSED X 19,45 1 ry o o
�� .
GRAVEL DRIVE a , y o .c CONCRETE a Z o 0
ROPOSED 19.13 X 19.29 1�,37 16,58 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE NORTH LINE � B W
NGVD NATIONAL GEODETIC VERTICAL DATUM O 16,58 ' \ o a�$g
NO OR # NUMBER w PROPOSED w TER LINE \ ' OF LOT 4, MODEL LAND COMPANY, HAVING A BEARING OF N89'46'35"E, Z LL
w O ROPos n 16, 5 4 16.51 a w m '
a CONCRETE Po % \ . 19 18 - 16 64 "� ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 2, PAGE _ Im"
NTS NOT TO SCALE \ 6 5 18.76 ( ) LL 10, PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA, ASSUMED DATUM). Fort
OHP OVERHEAD UTILITIES 20.45 O U_ I / X 19.19LIU
>L �1 °�
ORB OFFICIAL RECORDS BOOK 18.69 1 ,72 a o��`�
o `� 5. FLOOD NOTE_ BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE �, O °o-o
P PLAT DATA �l 18.82 "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL
F- � ¢ y
20.50 17, 5 X 18.93 +-OExISTING 18,80 18,7 J NO. 12111 C 0170 J AND 12111 C 0167 J EFFECTIVE DATE FEBRUARY 16, { 0, W Z. o
PG(S) PAGE(S) PUMP
16 WELL 7so^ 18.75 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION � jM,LPw
PI_S PROFESSIONAL LAND SURVEYOR W / 18.80 CERTIFICATE / v �� oe5a
20.18 18.74 X o ( o>=N
POB POINT OF BEGINNING W 18.82 a »
POC POINT OF COMMENCEMENT w X / 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM 0 w z
_ 2 `D (NAVD) OF 1988. ® Z p W
PRM PERMANENT REFERENCE MONUMENT 199 EXI`'T
DIgT \ UNDER GROUND Ir o o m $
PSM PROFESSIONAL SURVEYOR AND MAPPER 1�} X ~ 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES
Q GAS LINE
R RADIUS 18.77ttf � STANDARDS, IN FEET AND DECIMALS THEREOF.
RLS REGISTERED LAND SURVEYOR FND 5/8' I C�
17:06 8. ALL 'ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN
18
R/W RIGHT-OF-WAY LB # 8098 19.12 - 18,56
BENCHMARK ,67 FND 3x4' cM 7.89 LOCATED AND SHOWN HEREON. DRAWN BY CA
® WATER METER ELEv - 19. 6' 18. 7 18A6 18.67 LS # 4907
& AND 1 .1 19.29 0 #' CHAIN 2.7' SOUTH 18'09 9• UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN CHECKED BY: CA
17.47 14 Nx FENCE 8.57 18.30 LOCATED ON THIS SURVEY.
@ AT 20.16 9.70 X 18, DATE:FEBRUARY 17, 2019
S 89 58 26 W LT
p DELTA 4 19.52 18.81 4' HOG 18.34 FND 4x4' cM� 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND
A DELTA
POLE MI�.SETBACKt���� 20.35 ° 19,46 19.11 WIRE PEN LB # 4108 � FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS.
4 S 89058'26' W - - - -_ - - -- - HORIZONTAL 0 CALE:
i- _
- -- --
LISTING s78.33` C,IL //OEFFN�R LANE 60, RIW SOUTH LINE LOT 4 ''�--- 11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR
m DIRT DRIVE_ _ ____ _ _ _ - - - - - - - - - _ 18.78� RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S
SIDES - -
___- - DEED RESTRICTIONS, OR MURPHY ACT DEEDS. NOT vnuovwTRourTHE SIGNATURE
ct� H sl0ns . 20.62 I 18,02
AND ORIGINAL RAISED SEAL OF A
.d��� � 18 , 9 � FLORIDA LICENSED SURVEYOR &
REAR 17,38 19, 9 19,46 19,33 12. THE LAST DATE OF FIELD WORK WAS FEBRUARY 04, 2019. MAPPER_
NO, � 20��5 � GLOBAL POSITIONING SYSTEM GPS NO ES
,E.
1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING A TW �(2) ~SEA4 _
DUAL FREQUENCY TOPCON HYPER GA II SYSTEM.
iu
2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED C(*TRbL 3
STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, cCWt
IMPROVEMENTS AND CONTROL QN THE PROJECT.
CHARLES ARNOLD
PROFESSIONAL SURVEYOR &MAPPER
3. CPS SURVEY MEASUREME-NTS WERE PROCESSED AND ADJUSTED USING FLORIDA LICENSE NO.4971
CARLSON SURVEY 2008.
4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS PRINTED DATE
MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) SHEET 1 OF 1
5J-17-051.
PROJECT N0. 19-506