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FND BOX CUT /
ON DROP INLET
BENCHMARK BOX CUT ROCK ROAD)
ELEV=21.87'
FND FND NAIL & DISK
LS # 4971
L' NORTHWEST CORNER OF THE
:�
NE 1/4 OF SECTION23
m FND 3X4" CM
LS # 4987
1.6' SOUTH
30.0'
LEGEND & ABBREVIATIONS LSD#34907G,
1.6' SOUTH
A ARC LENGTH
20,25
A/C AIR CONDITIONER
1932
BM BENCHMARK
C CALCULATED FROM FIELD MEASUREMENTS 20,4
C/L
CM
CONC
DEG OR
ELEV
FFE
FND
ID
CENTERLINE
CONCRETE MONUMENT
CONCRETE
DEGREE
ELEVATION
FINISHED FLOOR ELEVATION
FOUND
IDENTIFICATION NUMBER
lc,,94
CD
z a
w
fps
IP
IRON PIPE
20,50
IR
IRON ROD
IRC
IRON ROD & CAP
20.17
LB
LICENSED BUSINESS
2 0,3 3
LS
LICENSED SURVEYOR
M
MEASURED DATA
MON
MONUMENT
18,56
N&C
NAIL AND CAP
PROPOSED
PIPE
NAVD
NORTH AMERICAN VERTICAL DATUM
NGVD
NATIONAL GEODETIC VERTICAL DATUM
NO OR #
NUMBER
NTS
NOT TO SCALE
OHP
OVERHEAD UTILITIES
20,45
ORB
OFFICIAL RECORDS BOOK
U
P
PLAT DATA
20.50
PG(S)
PAGE(S)
PLS
PROFESSIONAL LAND SURVEYOR
POB
POINT OF BEGINNING
20,18
POC
POINT OF COMMENCEMENT
PRM
PERMANENT REFERENCE MONUMENT
19
9
PSM
PROFESSIONAL SURVEYOR AND MAPPER
R
RADIUS
RLS
REGISTERED LAND SURVEYOR
FND 5/8" I
C
R/W
RIGHT-OF-WAY
LB # 8098
®
WATER
BENCHMARK
METER
ELEV 19.
W
&
AND
17,47
®
AT
20,16
DELTA
UTILITY POLE
20,35
20,62
17.38
.,F
Permitti:)g L- 'aatrlcnt'
St. Lucie County, FL
d
03
/ 17,73
19.21
M.317 2
1�25
SITE PLAN
LOCATED IN SECTION 23. TOWNSHIP 35 SOUTH. RANGE 40 EAST
CITY OF FORT PIERCE, SAINT LUCIE COUNTY, FLORIDA
\ CIL NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT CANAL NO. 48
BASE BEARING
N 89°4635" E
649.30V 648.98 D
LOT4
MODEL LAND COMPANY
NE % SECTION 23
LESS AND EXCEPT PARCEL
OCCUPIED - WELL AND SEPTIC OUT OF RANGE
18,91 18,43
j 18,36
N 86°04'f2"
4' HOG
\ EXISTING ENS.
18.26
650.50'M
UNDER GROUND,
GAS LINE
17,65
17.77
FND 4X4" CM
LB # 4108 ,
www
17,52
SERVICE POLE PROPOSED
WIRE P rarvt, -
WITH NAIL DRAINMELD
wsz°sa FT 18, 3 8 17.38
BENCHMARK
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ELEV-21.53' � "' 1Z,62
°i
a19,25 e mA e �Q� x 19.64 x 18,41 x 18,82 /YI 17 161 118625�
O I 19,14 �a-J 18,85�' 186
PROPOSED 6, 61 \ , 61
j z p 17.10 L_-. � GREEN AREA \
p o x19,6 0 4v-r N h 24.12 LOT 4 18.64 EXISTING
ti I MODEL LAND COMPANY POND
N
100.3' 8.3' PROPOSED 16 �! J- NE ��¢ SECTION 23 ,54
16,65
W 2 STORY 5 2 3,
(5Q`9,5x PROPOSED CBS i PROPOSED 1b,24
a I F/ N 'SRESIDENC y N COVERED EXISTING 23'65
ili z Q ENTRYD FMINIMUM ,� co PORCH HOUSE PAD 1835 16,61 19,34 f
O Q re 100. ' FEE - 22.2'� e' x 4as.9'
o i 107
q
L�
19,28
FND 3X4" CM
LS # 4907
1.6' SOUTH
aN
�z
ozW�
WZ
o ti Y - 12.5•O 119.
x19,20 '1s.o' It BREEZE EXISTING
0 SWAY I 8,5 6 DOCK
O(03 22" ss.oN aneo' �\ 23,3�x 19,32 19,47 (16.5
6 52 / ID o r
PROPOSED 18 �+ PROPOSED �4,6 / 1 0
m Q O GRAVEL DRIVE o °:. o ......o CONCRETE \ x ' _� _ X 19,45
w PROPOSED 19�13 19.29 19,37 %8
W p PROPOSED WATER LINE, \16.58
QCONCRETE ARPORO S D 1918 6.54"'Z 16,51
--X- 16.64
0 Z
;�; 18,76
LL
11 O
17, 5
W
ILU1882
/
/
N N6 EXIST R�
19,4 x DIRT _ a3®
j 18,77
19,12
1 ,1 19,29
< 54 0 19.52
�4 : — 19.46
z
I
— — —
19, 9 19,46
20 5
f x 19 19 6, 5
T
r� 18,82 18.69 O (� 1 .72
j18.93 UMP c 1.0'EXWELLN 75.0• 18'80 18.75
oUSE 9 18.75
1 ,74 x
a 0 a
(Oct. tls
18.77 18,46
S 89058'26" W
18,81 49.f6'
11 _S_89°58'26" W _
EXISTING 678.35' �_�
DIRT DRIVE_
33 18,93
BACK REQ•
MIN. SETS
FRONT--�-�
SIDES
CNR SIDE � _-
REAR
�NG.
TECH.--
ti UNDER GROUND
Q 0 GAS LINE
w
18,56 1T96
18,67 p FND 3X4" CM I 17,89
5' CHAIN 18,6 7 LS # 4907
LINK FENCE 2.7' SOUTH 18,09
8,57x 18, 18,30
4' HOG 18,34 ° FND 4x4" CMS
WIRE PEN
LB # 4108 v
CIL HOEFFNER LANE 60' R/W SOUTH LINE LOT 4 -
-- —-- -- -- -- — 18,78�
18,02 �
SITE
LOCATION MAP
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NOT TO SCALE
STREET ADDRESS
2260 S. ROCK ROAD, FORT PIERCE, FL 34945
LEGAL DESCRIPTION
LOT 4 OF THE NORTHEAST )/4 OF MODEL LAND COMPANY'S SUBDIVISION w z
OF SECTION 215, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ACCORDING TO >
THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 10 OF THE
A 1
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SUBJECT TO PIPELINE
EASEMENT IN I AVOR OF FLORIDA GAS TRANSMISSION COMPANY A
rn
RECORDED IN OR BOOK 876, PAGE 2210 OF THE PUBLIC RECORDS OF
O_
ST. LUCIE COUNTY, FLORIDA. a
LESS AND EXCEPT THAT PARCEL MORE PARTICULARLY DESCRIBED AS
W
FOLLOWS: a
a
BEGIN AT A 3X4 CONCRETE MONUMENT (STAMPED "R.W. HERR, PLS ¢ r
4907") 49.00 FEET SOUTH OF AND 30.00 FEET EAST OF THE " m
NORTHWEST CORNER OF THE NORTHEAST Y4 OF SECTION 23, TOWNSHIP o+ w
35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA; RUN N, a
N89°49'22"E (AN ASSUMED BEARING) ALONG THE SOUTH RIGHT OF WAY C A
LINE OF THE NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT CANAL I"
NO. 48, A DIS IANCE OF 648.98 FEET, TO THE EAST LINE OF AFORESAID
LOT 4; THENCL S00.08'45"E ALONG THE EAST LINE OF LOT 4 A
DISTANCE OF 254.20 FEET; THENCE RUN N86"04'15"W, A DISTANCE OF C �f3
650.54 FEET, fO THE EAST RIGHT OF WAY LINE OF ROCK ROAD; a°
THENCE RUN NOO°10'15"W ALONG THE SAID EAST RIGHT OF WAY LINE, A V O o�
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DISTANCE OF 207.61 FEET TO THE POINT OF BEGINNING. W~w
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GENERAL NOTES Woo
1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. °3`'a
0 1§-
It � ;ga
2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT '�Oaf
CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER. V 9 Nw`,
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Vp�
3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE O W w o>>
AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. ¢ , I� '>j :w�
y zoo°
4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE NORTH LINE VZ of ��oa
OF LOT 4, MODEL LAND COMPANY, HAVING A BEARING OF N89`46'35"E, 01. 0 z LLZ�=
ACCORDING TO FHE PLAT THEREOF, AS RECORDED IN PLAT BOOK 2, PAGE V a (amg°a
10, PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA, (ASSUMED DATUM). 0 m L
K
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5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE W W o Sao
"X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL V Z " Z'wLL
N Z m
NO. 12111 C 0170 J AND 12111 C 0167 J EFFECTIVE DATE FEBRUARY 16, J Z O rwwp
2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION W 0 FmE�
CERTIFICATE. w 0 �z�'
V Ooz�a
6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM O °E3w
(NAVD) OF 1988. I� 0=)0
N W
�
J
7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES �2o
OO
STANDARDS, IN FEET AND DECIMALS THEREOF. V 6QO°
8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN
LOCATED AND SHOWN HEREON.
DRAWN BY, CA
9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN CHECKED BYi CA
LOCATED ON THIS SURVEY.
10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND DATE:FEBRUARY 17, 2019
FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. HORIZONTAL SCALE,
11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR
RIGHTS —OF —WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S
DEED RESTRICTIONS, OR MURPHY ACT DEEDS. NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL RAISED SEAL OF A
12. THE LAST DATE OF FIELD WORK WAS FEBRUARY 04, 2019. FLORIDAA2 LICENSED SURVEYOR&
GLOBAL POSITIONING SYSTEM (GPS) NOTES
1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING A TWO (2)
DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. SEAL
2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL
STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS,
IMPROVEMENTS AND CONTROL ON THE PROJECT. CHARLES ARNOLD
PROFESSIONAL SURVEYOR & MAPPER
3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING FLORIDA LICENSE NO.4971
CARLSON SURVEY 2008.
4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS INTED DATE
MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) SHEET OF 1
5J-17-051.
PROJECT . %1,-9-506