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f'0,¢r TEA_ IN SECTION 36, TOWNSr'llp 35 SOUTRRANGE 40 EAST
SM TY N'TLU"1ECO1.JN ,FUDRIDA
FDOH in St. Lucie County
\/ \ \ I � \ Environmental Health
/ A Site Plan Approved for Construction
Supersedes All Previous Site Plans for
EIISMG OSTIDS #-56 -bf - 11011114 & Well #5c� - 31017)0
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NOT TO SCALE
PARCEL # yyb�-1-0�00-7
ROY HERNIANDFZ
\ / LOTS 5&6 1 75'OFFSET 0.3 STREET ,DRESS
OCCUPIED AS ONE TO M11WL
yo ORB 449 PA GE 1�71 I
(UNAI \ SSIGANED) S. INDIAN RIVER DRIVE
MEAN HIGH WATER LINE FORT PIERCE, FLORIDA 34982
% LOCATED DECEMBER 12,2019,10:30AM
0 22.6
29-07' 9 ELEVATION (-0.35'), NAVD OF 1988
A5 LEGAL DESCRIPTION
1.99 CONVERT TO NGVD OF 1929 (+1.49)
30.82 4, 1.3
Q6
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27.� THAT PART OF THE NORTH 91.86 FEET OF THE SOUTH
I ARX4 1690.07 FEET OF GOVERNMENT LOT 2, SECTION 36, TOWNSHIP
PROPOSED x 253
35 SOUTH, RANGE 40 EAST, ST.LUCIE COUNTY, FLORIDA,
1 STORY CBS
LYING EAST OF THE FLORIDA EAST COAST RAILROAD,
GARAGE FND 51W M
�A MINIMUM NO ID) TOGETHER WITH RIPARIAN RIGHTS. ALSO KNOW AS LOT 4, PER
FIFE 24.7 BENCHMARK ORB 449 PAGE 1771, 1772, PUBLIC RECORDS ST. LUCIE
ELEVA'HON = \ FND 5/8 IRC
FND 112' In NAVD OF I lk 543 COUNTY, FLORIDA.
zpsm#
27.71 �3 zpsm#
(NO ID) y 2?9-55��v T M YENCI��CIXA�) v + 11-1, 72.71'
31.3 29.9 fAj '8 S 89058'49" W S 89058'49" W 0
29,3x to P -t I
x 2%6 5D.9
LEGEND & ABBREVIATIONS. Fe rR
"D.43
ARC LENGTH It PROPOSED 0,
A PROPOS
PROPbSED, SEMC AREA
FPAVERDR11 3&W 4. GENERAL NOTES
A/C AIR CONDITIONER r S BS GREEN AREA,
03
1 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS
7'P 27.0'
BENCHMARK 261
BM
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LLJ
V01- RESIDENTIAL.
C CALCULATED FROM FIELD MEASUREMENTS 260 (0
x iftj e P 7t �p 23.3 1.6 1-
PROi;&ED Cq
C/L CENTERLINE 32 1 (P 23.4 MEAN HIGH WATER LINE
64.0 10.01 GGVERED�� 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS
CM CONCRETE MONUMENT x 29. x 2�z FORM LOCATED DECEM13ER 12,2019,10:30AM
r1i - +925Y - NOT CERBEIED BY THE SIGNING FLORIDA LICENSED SURVEYOR &
Ro. PARCEL �,�ATION NAV-D,0F1QM
YA"M UNE x G.STEFA& IS CONVERT TO NGVD OF 1929 (+1.49) MAPPER.
LOT DEG OR DEGREE -:�r- 1�� \ " , 0. 1 . I . I \
PROPCGE�
ce ORB 449 GE 771 AVER DRWE
ELEV P� DR7_ PA I REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE
ELEVATION SEr 5/8- IRC
, SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED
F��I:JT IR PROPOSED 10.2' x 26.1 FND 3/8' IRC LB#7903
FFE FINISHED FLOOR ELEVATION ID) 1 �9'OX23�.85 IS # 2371 23.20 84.19 SURVEYOR & MAPPER.
(N I WELL / I
1�-
FND FOUND i. -77C 'CXWCRETE S 89o58'49'W
32,8 61 lk--' x 31.3 DR
ID IDENTIFICATION NUMBER x 29A -7 11L 1 0.36 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE
30.69 153' EXISTING ff 23.8 1 /Z i EASTERLY RIGHT OF WAY OF FLORIDA EAST COAST RAILROAD, C*
15.7' 21.0' 1 STIORY 9 BETWEEN EXISTING MONUMENTS AS SHOWN, HAVING AN ASSUMED z
IP IRON PIPE 6,SIM
.9 SAIErAL 23raEF3 x 22.9 L.9
IR IRON ROD FENCE 3 .3 GARA7 75'OFFSEr
I PARCEL # 2436-3244X)044M8 (PV� BEARING OF N20*20'56"W. 0
IRC IRON ROD & CAP TO AffIWL
20m3p 2&q' RICHARD CROWS
- I -
LB 4531 S. INDIAN RIVER DRIVE 00., LICENSED BUSINESS 0 to C) <
S 2 LOT 3 ZIP
'to '0 5 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY
LS t ORB 449 PAGE 1
LICENSED SURVEYORo IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, LL
2grORY
M MEASURED DATA -0.29 COMMUNITY PANEL NO. 12111 C 0193 J, EFFECTIVE DATE 1.7 FRAAM P
RESIDENCE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE
MON MONUMENT
Cl=
DETERMINED BY AN ELEVATION CERTIFICATE.
MHWL MEAN HIGH WATER LINE FOUND 5/6' IRC 'Va. LU
\ 0
NAVID NORTH AMERICAN VERTICAL DATUM PSM # 4049
o RENCID&AM 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL
NGVD NATIONAL GEODETIC VERTICAL DATUM FOUND 1/2' IR YOf�ND W M 11"ATION = 24S3' �0' DATUM (NAND) OF 1988.
(NO ID) 240.15' NAVD OF 19M 86.87,
NO OR # NUMBER I -� (NO 1D)
t5 S 89*5949'W + o
x 24.9 8 89'5949'W
NIS NOT TO SCALE 50 24.53 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED
74.2' -0.32 STATES STANDARDS, IN FEET AND DECIMALS THEREOF.
OHIP OVERHEAD UTILITIES 92.0' 2.0 0
ORB OFFICIAL RECORDS BOOK A-
8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE
P PLAT DATA % PARCEL # 2436-324-00�2 MEAN WGH WATER LINE BEEN LOCATED AND SHOWN HEREON.
C�>
PG(S) PAGE(S) 34.9 14.0' LOCATED OCTOBER 02,2014,1-.30PM
(P 01 ELEVATION (0.35), NAVD OF 1988
9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT
EXISTING 0 CONVERT TO NGVb OF 1929 (+IA9) PLS PROFESSIONAL LAND SURVEYOR BEEN LOCATED ON THIS SURVEY.
ISTORY ,fig 00
POB POINT OF BEGINNING CBS
7- 0L
POC POINT OF COMMENCEMENT RESIDENCE
4 10 THE (ZHP\/f7Yr)P HAS NO VKIn1AfIV7nr1f7 OF "KIr)C-0r10nIIKIr)
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FIFE = 30.66! DRAWN BY; CA
b FCUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF PRM PERMANENT REFERENCE MONUMENT NFOUDW 37.3' c6 OTHERS.
PSM PROFESSIONAL SURVEYOR AND MAPPER 34.7
(NO ID) CHECKED BY, CA
I \
R RADIUS BENCIPAARK
70
59.3'
34-W 11, LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS DATE1 DECEMBER 13, 201
NAVD OF 1988
RLS REGISTERED LAND SURVEYOR FILE Copy 1245 90.16 OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD,
R/W RIGHT-OF-WAY
8 89*58`49'W FOUND 5/8ER. S 89*58'49'W OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY HORIZONTAL SCALE:
\FOUND5/8"IRC
WM WATER METER NOID ACTDEEDS. 1'=30'
PSM # 4049
AND
1Z THE LAST DATE OF FIELD WORK WAS DECEMBER 12, 2019.
AT
COPY NOT VALID WITHOUT THE SIGNATURE
DELTA AND ORIGINAL RAISED SEAL OF A
tp\ FLORIDA UCENSED-SURVEYOR &
UTILITY POLE (P MAPPER.
PARCEL # 2436-324-0005-OW5
U IF
MIR SETBACKREO, 7�p
DREAM VENTURE HOLDINGS
PINE TREE GLOBAL POSITIONING SYSTEM (GIPS) NOTES
S INDIAN RIVER DRIVE
FRONT VACANT A 1 REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING A TWO (2)
w SIDES I0 DUAL, FREQUENCY TOPCON HYPER GA 11 SYSTEM.
SEAL;Q
CNR SIDES 0
2. TYPICALLY, ABASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL
2
PEAR t,1AA. I \7 STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, S-ew Z�g !RC=W
v IMPROVEMENTS AND CONTROL ON THE PROJECT.
ZNG. CHARLES ARNOLD
TECH 251.17' 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING PROFESSIONAL SURVEYOR & MAPPER
S 89*58'49" W FOUND 1/2" IR CARLSON SURVEY 2018. FLORIDA LICENSE PO. 4971
(NO ID)
4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS 1%1dVffE
MINIMUM TECHNICAL STANDARDS.
SHEET 1 OF
PROJECT NO. 19-545