HomeMy WebLinkAboutFormBoard SurveyFOUND RAIL ROAD SPIKE IN
ASPHALT CUT-OUT. @ RAW
10 MILE CREEK
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LEGEND & ABBREVIATIONS
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ARC LENGTH
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A/C
AIR CONDITIONER
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BENCHMARK
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CONCRETE BLOCK STRUCTURE
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CENTERLINE
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CONCRETE MONUMENT
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CONIC
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FINISHED FLOOR ELEVATION
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IDENTIFICATION NUMBER
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IRON ROD & CAP
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LICENSED BUSINESS
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MEASURED DATA
33.00'
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MON MONUMENT
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NTS NOT TO SCALE
OHP OVERHEAD UTILITIES
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ORB OFFICIAL RECORDS BOOK
p PLAT DATA
PG(S) PAGE(S)
POB POINT OF BEGINNING
POC POINT OF COMMENCEMENT
PRM PERMANENT REFERENCE MONUMENT
PSM PROFESSIONAL SURVEYOR AND MAPPER
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FOUND 4X4" CONCRETE MONUMENT WITH NAIL AND WASHER IN
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TOWNSHIP 36 S, RANGE 39 E.
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PARCEL #
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2333-322-0002-000-2
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NA VD OF 1999
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4X4 CM IN CUT OUT
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PARCEL #
2333-323-0020.000-8
314.14'
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ORANGE AVENUE.
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LOCATIOPIMAP
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LEGAL DESCRIPTION
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COMMENCING. AT A POINT 2193.4 FEET NORTH OF THE SOUTH LINE
TWIN CREEKS
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OF.. SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE.
PLATBOOK 23 PAGE 42
COUNTY, FLORIDA; LYING ON THE EAST RIGHT OF WAY OF
MCCARTY ROAD, SAID LINE BEING 33 FEET EAST OF THE SECTION
LINE, THE BEARING FOR THR EAST RIGHT OF WAY FOR MCCARTY
x 18.54
ROAD IS ASSUMED NORTH FOR THE PURPOSE OF THIS
DESCRIPTION; FROM THE AFORDESCRIBED POINT, RUN N89'10'30"E,
275.00 FEET TO THE POINT OF BEGINNING; FROM THE POINT OF
FOUND S/8"/RC /
BEGINNING CONTINUE. N89-10'30"E, 937.54 FEET, THENCE NORTH
UNREADABLE .0s3 _
553.88 FEET, THENCE N10-03'29"E, 40.52 FEET, THENCE
N30'12'35"E, 47.93 FEET TO THE SOUTH LINE OF THE PLAT OF
TWIN CREEK, AS RECORDED IN PLAT BOOK 23, PAGES 42 AND
624.19
W FOUND S/8" /RC
42A, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; THENCE
s 83°19'33"
PSM/13435
FOLLOWING SAID PLAT LIMIT, RUN S83'19'33"W, 622.94 FEET,
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THENCE SOUTH, 301.2 FEET, THENCE WEST, 314.14 FEET TO A
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POINT ON A CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF
1113.00 FEET AND THROUGH WHICH A RADIAL LINE BEARS,
FOUND 4X4 CM
N7'34'05"W, THENCE RUN WESTERLY 147.01. FEET ALONG THE ARC
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OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 7'34'05", THENCE
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WEST 125.00 FEET, THENCE NORTH 25.00 FEET, THENCE WEST,
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25.00 FEET TO THE A ORMENTIONED EAST MCCARTY ROAD RIGHT
OF WAY, THENCE SOUTH, 99.36 FEET TO A POINT ON A CURVE
CONCAVE SOUTHERLY, HAVING A RADIUS OF 25,00 FEET, THROUGH
WHICH A RADIAL LINE BEARS EAST, THENCE RUN NORTHEASTERLY
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39.27 FEET ALONG THE ARC OF SAID CURVE, THROUGH A
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CENTRAL ANGLE OF 90'00'00", THENCE EAST 125.00 FEET TO A
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POINT OF CURVATURE OF A CURVE CONCAVE, NORTHERLY AND
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HAVING A RADIUS OF 1173.00 FEET, THENCE RUN EASTERLY 125.21
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'06'58",
THENCE SOUTH, 222.72 FEET TO THE POINT OF
BEGINNING. ALL OF THE ABOVE SITUATE IN ST. LUCIE COUNTY,
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FLORIDA.
' 73 _ �ya� R POOL FORMSOARDS
ELEVATIONS AS SHOWN
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POOL UNDER
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SPRING COVERED
ENTRY
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LAKE
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941.40'
UNPLA TIED
OPEN PASTURE
5M PIONEER PROPERTIES
VACANT
F UNPLATTED GENERAL NOTES
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SMPIONEER PROPERTIES
VACANT
U) VACANT 1 THE BEARINGS SHOWN HEREON ARE BASED UPON THE
S 7.9, FLORIDA STATE PLANE COORDINATE SYSTEM, (EAST ZONE), NORTH
ax AMERICAN DATUM OF 1983, NATIONAL GEODETIC SURVEY
CD
ADJUSTMENT OF 1990. (NAD 83/90). BASE BEARING, EAST RIGHT
m OF WAY MCCARTY ROAD, HAVING A BEARING OF N00049'40"E PER
I PLAT BOOK 41, PAGE 30(A), PUBLIC RECORDS ST. LUCIE COUNTY,
FLORIDA.
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2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE
I BEEN LOCATED AND SHOWN HEREON.
3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND
FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS.
4. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT
BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN.
5. 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.
6. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY
IS IN ZONE "AE-19" ACCORDING TO THE FLOOD INSURANCE RATE
MAP, COMMUNITY PANEL NO. 12111'C 0164 J, EFFECTIVE DATE
_ FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE
-_-- X�-= DETERMINED BY AN ELEVATION CERTIFICATE.
FOUND 5/8" IR
NO ID
7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE
SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR & MAPPER.
GLOBAL POSITIONING SYSTEM (C -)NOTES
8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY
1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED
A TWO (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
2. TYPICALLY, A BASE RECIEVER IS SET UP ON AN 9. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND
ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER FIELD MEASURED DATA.
LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL
ON THE PROJECT. 10. THE LAST DATE OF FIELD WORK WAS NOVEMBER 25, 2014.
3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND 11. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON
ADJUSTED USING CARLSON SURVEY 2008. NORTH AMERICAN VERTICAL DATUM OF 1988, REFERENCED TO ST.
LUCIE COUNTY BENCHMARK "DALE".
4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY
EXCEEDS MINIMUM TECHNICAL STANDARDS.
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DRAWN BY: CA
CHECKED BY, CA
DATE, NOVEMBER 27, 2014
HORZ, SCALE: 1`60'
NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR &
MAPPER.
iARLES ARNOLD
fESSIONAL SURVEYOR & MAPPER
RIDA LICENSE NO. 4971
bl PRiN D leT --
DATE
SHEET 1 OF 1
PROJECT NO. 14-124