HomeMy WebLinkAboutREVISION Boundary SurveyFND 5/8IRC
LS #2391
♦-- --O=-OHP - -
BOUNDARY & TOPOGRAPHIC SURVEY
LOCATED IN SECTION 34, TOWNSHIP 34 SOUTH, RANGE 39 EAST
TRACT 1
F
MONTE CARLO COUNTRY CLUB DRAINAGE& UTILITYEASEMENT l 1&5
15.0
UNIT TWO 6.0 a. 9`
PLAT BOOK 23, PAGE 26A
10'PUBLICDRAINAGE& UTIL=EASEMENT 15.9 1
iP - nHP - OHR- OHP =OkIF - - HP - -_ OHP 0HP -OHP - �H� nHP - AHP �- M - - -Old- OHP .--Oki lki� . OHP OkIF - Jli� OHP_-- P - - OHP - B#iP =BHP= 0 - 40.0'
N 89032'36" W 3403.79' FNDS/8IRC N 89032'36" W 186.00' FwD5/8IRC N 89032'36" W 186.00' 45/ N 89032'36" W 176.00' FND c
LB#7903 I LB#7903 IRC ASI FAT 5/8IRC
LB # 7903 0
BENCHMARK
ELEV. =16.05' � 1
o O h
x 17,40 EXISTING OI
DRAINFIELD
f/ \ =
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COVERED
PORCH
T' 16,10 M o
17.06 GONCO. WATER O IL
PUMP 16. 4 TRACT 1 U) = N
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NM EYISHNG TRACT 2 SHELL/ OCCUPIED Z
O WELL 016.00 ,� DRIVE 16.9
EXISTING z ti
O G7 015.65 i� coNc m O 1 STORY CBS
TRACT 4 N C) TRACT 3 RESIDENCE OA/C N DRIVE
IRRIGATION 16,14 15,93 16,68x I
VACANT Ice) WELL FFE = 18.7' CO / /
0 LO O N VACANT , N 16.33 = a 16, I2
COVERED SHELL
U) PORCH !!!"""��� N DRIVE
16,23 AS
I� TANK ' Cfl 16.49 / = I INV
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TREE SU EY
21-530 GONZALEZ TRACTS 41 & 42 JOHNSTON RD
Point# Northing(Y) Easting X) Elev(Z) Description
300 1143810.89 843918. 20 14.27 PALM CLUSTER 301R/W PER SALESMAP OFPINEACRES
301 1143788.46 843948. 3 14.12 PALM DOUBLE I FNDS/8IRC OFFICIAL RECORD BOOK 3979,PAGE 165
' LB # 7903
302 1143917.86 843948.79 15.51 OAK 28 50 DRIP o
303 1143886.58 843962.77 15.05 OAK 20" 30' DRIP
304 1143874.37 843971.18 15.20 OAK TWIN 18" 25' DRIP
306 1143835.52 843986.31 14.96 OAK 12" 20' DRIP
307 1143813.25 843996.0 14.88 OAK 12" 13' DRIP
308 1143791.24 843989.75 14.84 OAK 14" 25' DRIP
309 1143777.44 844000.37 15.23 OAK 12 IN 25 DRIP
310 1143784.19 844006.)0 16.44 PALM DOUBLE
311 1143780.38 844033.�0 15.56 OAK 16" 30' DRIP
312 1143746.87 844019.54 15.78 OAK 26" 35' DRIP
313 1143797.37 844026. 9 15.69 OAK 12" 30' DRIP
314 1143813.29 844016. 0 15.51 OAK 14" 35' DRIP 1
'S
315 1143813.87 844011. 1 15.40 OAK 12" 30' DRIP o
316 1143857.53 844029.67 15.84 OAK 16" 30' DRIP N LO
m O
317 1143871.56 844052.15 15.94 OAK 28" 50' DRIP o N
318 1143925.34 844225.33 15.62 OAK 20" 30' DRIP co
319 1143896.16 844227 35 15.25 OAK 12" 15' DRIP
320 1143890.32 844225 66 15.71 OAK 9" 12' DRIP
321 1143892.58 844206 84 15.77 OAK 11" 18' DRIP
322 1143887.53 844190 91 16.04 OAK 11" 20' DRIP
323 1143928.33 844197 77 15.51 OAK TWIN 14" 18' DRIP
324 1143929.68 844185 44 15.70 OAK 11" 18' DRIP
325 1143939.19 844167 32 15.78 OAK 11" 20' DRIP
326 1143947.34 844164 33 15.91 OAK 15" 25' DRIP
327 1143932.21 844150 72 15.73 OAK 23" 40' DRIP
328 1143918.89 844136 42 15.82 OAK 14" 30' DRIP
329 1143930.89 844099 12 15.77 OAK 18" 35' DRIP ISD2391Rc
330 1143914.45 844095 24 15.99 OAK 10" 20' DRIP
331 1143907.80 844095 85 15.72 OAK 16" 35' DRIP
332 1143898.18 844070 36 15.99 OAK 22" 45' DRIP
333 1143858.27 844070.69 16.11 OAK 18" 40' DRIP
334 1143829.98 844060.78 15.75 OAK TWIN 24" 50' DRIP
335 1143932.79 843990.46 15.38 OAK 12" 30' DRIP
336 1143895.68 844019.17 16.70 PALM
337 1143909.67 84405 .04 16.28 PALM
338 1143798.68 84406 .16 16.69 PALM
1
339 1143765.66 84405 .29 15.47 OAK 11" 20' DRIP
340 1143731.73 84407 .53 15.66 OAK 12" 30' DRIP
341 1143715.87 84402 .58 16.07 OAK 18" 25' DRIP
A
A/C
BM
C
C /L
CM
CONIC
DEG OR
ELEV
FFE
FN D
ID
IP
ARC LENGT
AIR CONDITIONER
BENCHMARK
CALCULATED
FROM FIELD MEASUREMENTS
CENTERLINE
CONCRETE MONUMENT
CONCRETE
DEGREE
ELEVATION
FINISHED FLOOR
ELEVATION
FOUND
IDENTIFICATI
N NUMBER
IRON PIPE
11.64
186.00' S 89 30 24 E
30,R/W PER SALES MAP OFPINE ACRES
OFFICIAL RECORD BOOK 3979, PAGE165
xl
�16,13
MEDIAN
15,83 PPSM
15,5
UV
1518 154 15'
191 1 9� 1� 8 FAD 5/8IRC
LB#7903
16 11gg 5' BENCHMARK
FND 5/8IRC I 15 8 ELEV = i5.73'
LB#7903 lig S 89°30'24" E $ 185.00' S 89030'24" E
FARMROAD 176.a0'
1-16�154 I 1587(
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34 337 1 ,S
16,3 3
1s,
16.7 02 0
157
12,53 � 151
14.39 339
15 2 15i
ppSS 518 333
\ 15.2 s 16.1
EDGE OF WA TER \ t�
TRACT 40
VACANT
LAKE
TRACT 45
OCCUPIED
LEGEND & ABBREVIATIONS
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0 16,86,
0
1519 FND 5/8IRC
LB # 7903
40.0'
325 FARMROAD
15,8 , 324
13,63 x PROPOSED DRIVE
1q0
15V P
12.65 12.65 14 9 315 04 TRACT
42
30o TRACT 41 15,4
14.3 VACANT
SET C 15S 338
LB # 7903 3 15 7 16.7
12,58 V
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PSM#4971
BENCHMARK
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15 6 16.83 17,15 16,79
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LO LESSAND EXCEPT
OFFICIAL RECORDS
BOOK 265, PAGE1360
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FFE = 18.3 METER 44k3°29-E9M96
96' 3°' - 601
Proposed Gravel Driveway
#2/0 AWG COPPER, 1
.� 3" RIGID CONDUI
24" BURIAL
161 �6 0 (
157
11.27 FND5/8IRC BASL03024"
'BEARING FND5/8
S 89030'24" E 11.52 PSM#49n 176.00' S E INOID>
548.00' -x-- x-x -x -x
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11,86 � 3 -Y- 1<
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12. 5
IR
IRON ROD
IRC
IRON ROD & CAP
LB
LICENSED BUSINESS
LS
LICENSED SURVEYOR
M
MEASURED DATA
MON
MONUMENT
NAVD
NORTH AMERICAN VERTICAL DATUM
NO OR #
NUMBER
NTS
NOT TO SCALE
OHP
OVERHEAD UTILITIES
ORB
OFFICIAL RECORDS BOOK
P
PLAT DATA
PG(S)
PAGE(S)
11,6 15;19-X-x-X-X X-x 15,9 186.00'
11.76 5' WIREFENCE
TRACT 44
OCCUPIED
PLS
PROFESSIONAL LAND SURVEYOR
POB
POINT OF BEGINNING
POC
POINT OF COMMENCEMENT
PRM
PERMANENT REFERENCE MONUMENT
PSM
PROFESSIONAL SURVEYOR AND MAPPER
R
RADIUS ZeM38
RLS
REGISTERED LAND SURVEYOR
R/W
RIGHT-OF-WAY
®
WATER METER
&
AND
@
AT
DELTA
UTILITY P9LE
TRACT 43
OCCUPIED
aplp
15.55
1
pIND NAIL & DISK
16,72'SM#4971
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FND R/R SPME
0' 40' 80, 120' INCUTOUT
LOCATION MAP
A,A
SITE
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RD
ORANGE AVENUE
O
2
EDWARDS
RD.
OKEE 712 WHITE CITY ROAD a
A, A
113,
PRIMA VISTA BLVD.
LEGAL DESCRIPTION
TRACT 41
A TRACT IN THE SOUTH 1/2 OF THE NORTHEAST 1/4 OF SECTION 34, TOWNSHIP 34 SOUTH, RANGE 39
EAST, a/k/a TRACT 41, AS SHOWN ON AN UNRECORDED SALES MAP OF SUNSHINE STATE LAND
COMPANY'S "PINE ACRES", MORE PARTICULARLY DESCRIBED BELOW:
THE NORTH 259.5 FEET OF THE SOUTH 863.5 FEET OF THE WEST 186 FEET OF THE EAST 402 FEET OF THE
WEST 3/4 OF THE NORTH 1/2 OF SAID SECTION 34, RESERVING, HOWEVER, THE NORTH 30 FEET THEREOF
FOR STREET PURPOSES BEING AND LYING IN ST. LUCIE COUNTY, FLORIDA.
TRACT 42
A TRACT IN THE SOUTH 1/2 OF THE NORTHEAST 1/4 OF SECTION 34, TOWNSHIP 34 SOUTH, RANGE 39
EAST, a/k/a TRACT 42, AS SHOWN ON AN UNRECORDED SALES MAP OF SUNSHINE STATE LAND
COMPANY'S "PINE ACRES", AND MORE PARTICULARLY DESCRIBED AS THE NORTH 259.3 FEET OF THE
SOUTH 863.5 FEET OF THE WEST 186 FEET OF THE EAST 216 FEET OF THE WEST 3/4 OF THE NORTH 1/2 OF
SAID SECTION 34; RESERVING, HOWEVER, THE NORTH 30 FEET THEREOF FOR STREET PURPOSES; AND LESS
AND EXCEPTING THE EAST 10 FEET FOR ROAD RIGHT OF WAY, AS SHOWN IN OFFICIAL RECORDS BOOK 265
PAGE 1360 BEING AND LYING IN ST. LUCIE COUNTY, FLORIDA.
STREET ADDRESS
UNASSIGNED JOHNSTON ROAD, FORT PIERCE, FL. 34951
GENERAL NOTES
1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL.
2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT CERTIFIED BY THE SIGNING
FLORIDA LICENSED SURVEYOR & MAPPER.
3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL
OF A FLORIDA LICENSED SURVEYOR & MAPPER.
4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE SOUTH LINE OF TRACTS 40-42 PINE
ACRES, HAVING A BEARING OF S89030'24"E, ACCORDING TO THE PLAT OF PINE ACRES, (UNRECORDED)
SAINT LUCIE COUNTY, FLORIDA. (ASSUMED DATUM)
5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE
FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0070 J, EFFECTIVE DATE FEBRUARY 16,
2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE.
6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988.
7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARDS, IN FEET AND
DECIMALS THEREOF.
8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON.
9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY.
10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY
LAND SURVEYED OR LAND OF OTHERS.
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.'
12. THE LAST DATE OF FIELD WORK WAS SEPTEMBER 22, 2020.
13. UNITY OF TITLE TO COMBINE TRACTS 41, AND 42.
GLOBAL POSITIONING SYSTEM (GPS) NOTES
1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING CARLSON BRX-6, 372 CHANNEL
GNSS ATHENA, WITH ATLAS L-BAND RECEIVER.
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.
3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY
2018.
4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM
STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051.
5. THE COORDINATES SHOWN HEREON ARE RELATIVE TO THE STATE PLANE COORDINATE
SYSTEM OF THE NORTH AMERICAN DATUI,4 OF 1983 (2007 ADJUSTMENT).
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DRAWN BYI CA
CHECKED BY, CA
DATE: MARCH 22, 2G
H❑RIZ❑NTAL SCALEI
1'=40'
NOT VALID WITHOUT THE SIGNATL
AND ORIGINAL SEAL OF A FLORID
LICENSED SURVEYOR & MAPPER.
CHARLES ARNO
PROFESSIONAL SURVEYOR & MAR
FLORIDA LICENSE NO.4971
PRINTED DATE
SHEET 1 OF
PROJECT N0. 21-5: