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NW CORNER SECTION 17_. k :�D,7R') .xOPOGRAPHIf-.3�\ AtA v nQ�o 1
CERTIFIED CORNER RECORD #102514 m O 2, �G f
a �45M W i_. ;.,���.�>.r ; l 9 . LUCIE COUNTY, , L OR _
N 89 41 _ - -- - - - - ---
- - - - - - 1/4 SECTION 17-35-39
2008.73' 669.58' BASE BEARING N. LINE OF THE N 89°41°45" E FND 5/8" IRC r
"GCY"
FND 5/8„ IRC o! ORMGE AVBM
# Q
LB 4108
„
GCY I EXISTING , OI (I ( p
IN) LB # 4108 WELL 75:0 N �, I
o I z SI TE EMD fa vy
i11� J v T
SET NAIL IN PP
Ld
BENCHMARK ( z I wRlh CITY Ro h 2 4
'sari _ - kk Q $ or na
. _ _ �h _- -- \ ELEV - 22.22' �
' Z O
o I + ti9Ik
DANIEL WAUT
o + - ERS _3 �� -- -
Q
x 2 2317-'211 0020 000 i I i > OAll
i �l2 5.0� ACRES GROSS '�(-EXISTING N D1 r
SEPTIC AREA $ lsJ Z
3 4.�76 ACRES NET � ,-o_, � >I I z E §
DWAIN WALTER tip' 1101 ` STREET ADDRESS
2317 212-0020-000 6
»
1233 S. BROCKSMITH ROAD, FORT PIERCE, FL 34945
3 b
4 M
OCCUPIED 2Q FND 4X C I i 2' C
3 �t- 3 NO ID
WELL &--SEPTIC OUT OF RANGE
BENCHMARK 21� Zti�)(
W
�$g i ELEV = 20.82� - 2°Pf 21� GENERAL NOTEIa
r 1a�,2 a
is
`. __.
F?2,rjQ' -DRIVEWAY _ ji
43 �o' 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH
LINE OF WEST )' OF SECTION 17, TOWNSHIP 35 S, RANGE 39 E, OF
S 90 � 711 W 11 ! QI I I THE PUBLIC RECORDS OF T. LUCIE COUNTY, FLORIDA, HAVING A
-,
21.3 x x 21.8 I - 2�2 FARM fE E .� ' I 0 k ( i BEARING OF S 89'41`45" W, AS SHOWN, ASSUMED DATUM.
x 20.9
x i
I 2. ALL ABOVE GROUND FIXED HAVE BEEN `
FND 5/$ IRC GCY / g I AXED IMPROVEMENTS, iF ANY, E I
LB # 4108 i 20.1 III Q I LOCATED AND SHOWN HEREON.
BENCHMARK 21,3 W ` N 'q. I �, 1- 3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND
ELEV = 20.52 x s J x 00,2 - r) - S FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS.
o ; 5.0` s HECTOR LUNA , I L
x -- z I i
PROPasED 2317-214-0004-000-4 o m '' o V 4. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT
WELL x22.5 x Allow x VACANT Q 0 ( �) Q� Q �I $ BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN.
22.8 0 0I z I 5. LANDS SHOWN HEREONI
21,1 WERE NOT ABSTRACTED BY THIS
PROPOSED 1 STORY T• ' PROPOSEq� N -'4 I OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, a
2.0 22,3 CBS RESIDENCE SEPTIC AREA $ G,j � 0 f !
x 40, 30.00' (\ MINIMUM FFE = > 5.3' SET LARGE NAIL
x 20.6 N N v ABANDONMENTS DEED'RESfi121CTlONS OR MURPNY ACT DEEDS.
U PROPOSED > o ELEV. BOTTOfJ WIRE = 41.3' 223.96' -I a w
rn = -
w ass ELEV. - TTON �, ( 6, FLOO NOTE , eY , R THIS ROPEI�TY IS� ,
zr PooL DEcx �o. $ h?f - - ----- ., I B P TIN . NLY,_Hj I?
-- -. PROPOSED - ACCORD NG THE FLOOD INSURANCE DATE MAP,
Li i POOL Wx"Ea3.4%
$ - _-<- v---_ -Ii> _ °'� INI�I X.
,
.a -
--- --
PROPOSED 1 STORY �- 21,7-x- co g � 21, 2 2� COMMUNITY PANEL N0. 12jj1 C 0155 J, EFFECTIVE DAiE
WALTER MILLER �# o o METAL BUILDING x FOR ^ 20.4 4 z a3 i FEBRUARY 16, 2012. THE
MINIMUM FFE = 23.40' covEREDXAGT DESIGNATION CAN ONLY BE
2317-213-0010-000-6
OCCUPIED `A 1 DETERMINED BY AN ELEVATION CERTIFICATE.
253.53'------ --- $ e PORCH _ 21,9
WELL &SEPTIC OUT OF RANGE x 4°,' N •sT' 28. ' 232.26 p I I f 22.5 THIS MAP ARE NOT VALID WITHOUT THE
clif 7. REPRODUCTIONS OF
40.A0 30.Do cARPoIeT o 12.6 a �trf I o SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
X - X - x - x - 305.03 3&W q PROPOSED �I SURVEYOR & MAPPER.
2b.9 � x
x I I � � WATER LINE I�� co
2JI8 22.4
jrzo)
22.675,0' a 1 _� 8. ADDITIONS, OR DELET10NS' TO SURVEY MAPS OR REPORTS BY
21.9 PROPOSED A 20,.0 0' � Ili 22.7 ( { OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED
x �
77YES
SETBACK 1s.D WELL 20,4 I WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
x 2a6 555.3 I
x A f I I j 9. INFORMATION SHOWN HEREON IS BASED ON DEED AND FIELD
x 20.8 I- I SET 3/8 IRg 21, , MEASURED DATA.~ ELEV. = 2 00 (p i { I 21.79
x m _ _ co �'� I { ( Z '3 22.1 x 21 6 10. THE LAST DATE OF FIELD WORK WAS FEBRUARY 23, 2018.
o i6
�.
2,3
� xw. 20.9 \
5 i - - - T - - - - - 21 �\ - - - % ' 20,6 - - - - 1. 1,4 ` 22 21,97I 11. ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED
EXISTING DRIVEWAY --x-
209 _ - - - _ _ _ - _ _ _ - - DRIVEWAY �1 _ STATES STANDARD AND ACE IN FEET AND DECIMALS THEREOF.
- x - X x - x - x ARM FE CE 20,7 21.1 - - 20'.7 2 6 FARM FENCE 20,9 -'7 2L7 ,9
21.0 x-x-x-X X-x-x-x-X-x-x-x-x-x-x-x x X X x- x-x-x-x-4t �E t x X-x-_x-x-x-x-x-x-x �E x-x 4. 2.1 1 12. THE INTENDED USE Q Y A P
---------------- --- -� �-_..-._._� -.� � . .5 �THESURVE AND MA IS RESIDENTIAL
22
DITCH DITCH 13. ELEVATIONS SHOWN
1.9/ MREON ARE 1N U.S. 'FEET AND DECIMALS 1
x - x - x -- - -` - - - x -- , - x 1,8 / 1 THEREOF AND BASED UPON NORTH AMERICAN VERTICAL DATUM OF "^
22 O I �
22.9 aw--lW-ar-°"-1P-°p uP-°p--7P-°"-W-°"-°o-IW �W-IIP °r-a�-°w-°P--sP--°I� °w-°P 22. �`2,6 �( 1988, REFERENCE BENCHMARK' BEING ST. LUCIE COUNTY "HERR"
FND 5 $„ IRC 22.7 N 89043 34 E 625.27 FND 4X4 CM 4 'Sv' �2,6 Y WITH AN ELEVATION OF 23:38'.
,>GCY" FARM FENCE' NO 1D %2�1,98 22.121' 3
LB # 41082L6 ,.E21,51
0 2d
CONRAD HARDIE LE a 1�.� & 6� IRE.VIAT
1373 S. BROCKSMITH ROAD _ _
A ARC LENGTH NO OR # NUMBER
OCCUPIED
E X _ 23.7
_/ Q A/C AIR CONDITIONER NTS NOT TO SCALE
WELL & SEPTIC OUT OF RANGE 40ExISTING \ BM ORO BENCHMARK OHP OVERHEAD UTILITIES
I i
SEPTIC AREA:] Q C CALCULATED FROM FIELD MEASUREMENTS ORB OFFICIAL RECORDS BOOK
LL-
L E COPY CBS CONCRETE BLOCK STRUCTURE P PLAT DATA
C/L CENTERLINE PG(S) PAGES)
�y �s �+ �+ CONRAD HARDIE _
7�OI POSITIONING SYSTEM (CPS) NOTES CM CONCRETE MONUMENT PLS PROFESSIONAL LAND SURVEYOR
1325 S. BROCKSMITH ROAD D DEED POB POINT OF BEGINNING
OCCUPIED 21,3 75.0r DEG OR- DEGREE POC POINT OF COMMENCEMENT
1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED I WELL & SEPTIC OUT OF RANGE Z ELEV ELEVATION PRM PERMANENT REFERENCE MONUMENT
USING A TWO (2) DUAL FREQUENCY TOPCON HYPER GA 11 Z EXISTING O FDOT FLORIDA DEPARTMENT OF TRANSPORTATION PSM PROFESSIONAL SURVEYOR AND MAPPER
SYSTEM. O W 0 Cd - FFE FINISH FLOOR ELEVATION R RADIUS
IV FND FOUND RLS REGISTERED LAND SURVEYOR
W GPS GLOBAL POSITIONING SYSTEM R RIGHT-OF-WAY 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN P ( \ /W _ W ;
ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER O
j / �? D ID IDENTIFICATION NUMBER 21 WATER METER
LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND = I IP IRON PIPE & AND
CONTROL ON THE PROJECT. LEGAL
, ��, �,:�.�.,.,, ;�,' ��$� Y \ i
�IR IRON ROD Q AT
THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE IRC IRON ROD & CAP d DELTA
3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND �_._ �� LB LICENSED BuslNEss � UTILITY POLE
ADJUSTED USING CARLSON SURVEY 2018. NORTHWEST QUARTER OF SECTION 17I, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST LUCIE COUNTY, -
I FLORIDA, LESS RIGHTS OF WAY FOR PUBLIC ROAD AND DRAINAGE' CANAL. Ls LICENSED SURVEYOR e MANHOLE
4. THE HORIZONTAL TARGET ACCURACY FOR THIS
M MEASURED DATA Pri OR FIRE HYDRANT
SURVEY EXCEEDS MINIMUM STANDARDS J-17-051. PRACTICE PER ! FND 04" NAVD NORTH AMERICAN VERTICAL DATUM BIKE LANE
5 FLORIDA ADMINISTRATIVE CODE (F.A.C.) JCM NGVD NATIONAL GEODETIC VERTICAL DATUM P TURN LANE
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--- --_1
DRAWN BY: CA�
I
CHECKEDI BYI
l
DATE: F6RUARY
24,
2018
HORIZONTAL SCALE:
NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL RAISED SEAL OF A
FLORIDA LIPENSED-SURVEYOR &
3
MAPPER
711
i
n
A
CHARLES ARNOLD
PROFESSIONAL SURVEYOR&MAPPI
FLORIDA LICE E N0.4 1
P N D ATE
SHEET OF 1
pROJECT NO. 18 513
L.