HomeMy WebLinkAboutBoundary Survey 4-28-17BOUNDARY &TOPOGRAPHIC SURVEY
LYING IN ST. LUCIE COUNTY, FLORIDA
N 89*40'17"
W
N 89°41'45" W
_ - _ _ _ _
0 - - -
2008.73'
-
- - - -
- - - - - - - - - -
669.58' N 89°41'45" E
43.50'
"GCY"
FND
IRC 5/8"
BASE BEARING
#
41 08
N. LINE OF THE N.E. 1/4 SECTION 17-35-39
I I
B
BENCHMARK
I I
ELEV
= 23.05'
LEGAL DESCRIPTION
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BEING A PARCEL OF LAND LYING IN SECTION 17, TOWNSHIP 35 SOUTH, RANGE 39
I
I
EAST, ST. LUCIE COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS
I IOD
FOLLOWS:
I I "
N
BEING THE NORTHEAST Y4 OF THE NORTHEAST Y4 OF THE NORTHWEST Y4 OF SAID
SECTION 17. LESS THE NORTH 331.18 FEET THEREOF AND SUBJECT TO THE EAST
+.E
43.50 FEET FOR CANAL NO. 53 OF THE NORTH ST. LUCIE RIVER WATER CONTROL
DISTRICT.
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TOGETHER WITH A 20 FOOT ACCESS EASEMENT MORE FULLY DESCRIBED AS FOLLOWS:
I 100
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ON
W
A 20 FOOT ACCESS EASEMENT LYING IN SECTION 17, TOWNSHIP 35 SOUTH, RANGEICA
4�
39 EAST, ST. LUCIE COUNTY, FLORIDA. THE CENTERLINE BEING MORE PARTICULARLY
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DESCRIBED AS FOLLOWS:
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"
COMMENCING AT THE NORTHEAST CORNER OF SECTION 17, TOWNSHIP 35 SOUTH,
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RANGE 39 EAST; THENCE FROM SAID "POINT OF COMMENCEMENT" GO N89'40'17"W A
0' 40' 80, 120'
DISTANCE OF 2678.64FEET ALONG THE NORTH LINE OF SECTION 17 TO THE NORTH
14.87
QUARTER CORNER OF SAID SECTION 17; THENCE S00°21'32"E A DISTANCE DF 239.44
INVERT -
1
FEET TO THE "POINT OF BEGINNING"; THENCE S89'54'07"E A DISTANCE OF 33.50
FEET
FEET; THENCE S00°21'32"E A DISTANCE OF 91.86 FEET TO THE "POINT OF
I 33.50' 1 1 '103
1
TERMINATION".
C/L 20' INGRESS AND I
EGRESS EASEMENT
2
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�2 2
22�
DWAIN WALTER
2317-212-0020-000-6
OCCUPIED
WELL & SEPTIC OUT OF RANGE
e
l�v FND 5/8" IRC "GCY"
LB # 4108
BENCHMARK
ELEV = 19.72'
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0
FND 5/8" IRC "GCY"
LB # 4108
... ... ... ...
21,3
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VICTORIA COWLES
2317-211-0001-000-4 $
OCCUPIED
WELL & SEPTIC OUT OF RANGE %
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+ 2p3
358.5'
x 20.2
N 89042'20" E $
TOP OF BANK
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oar $
2
IEXISTIN
PON $
ez `p
\ 125�
+ 2O�
\ 2a3 + 20
32.00'
PROPOSE
FRAMER IDENCE
MINIMUM FFE - 24.5'
$ coo
+ 203 \ I
NICE x-x-x- 669 04
GLOBAL POSITIONING SYSTEM (GPS) NOTES
1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO
(2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM.
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 2008.
4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS
MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE ;ODE
(F.A.C.) 5J-17-051.
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PRIMA VISTA BLVD.
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LOCATION MAP
STREET ADDRESS
TBD S. BROCKSMITH ROAD, FORT PIERCE, FL 34945
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15.01 2 1 $ GENERAL NOTES
INVERTj1jj'j 22 2 -
1 2 2 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH
I 1 LINE OF WEST Yz OF ECTION 17, TOWNSHIP 35 S, RANGE 39 E, OF
FND 5/8" IRC "GGY1 I 2' $ THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, HAVING A
LB # 4108 �1 ( I BEARING OF S 89°41'45" W, AS SHOWN, ASSUMED DATUM.
$
BENCHMARK 25 22p I I 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN r
ELEV = 20.97' I I LOCATED AND SHOWN HEREON. w
669.31' ( 3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND
FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. Q
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O I i 4. JNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT
I I I I O 1 I $ BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN.
5. LADS SHOWN HEREONBY
CA I I I OFFICE NOR R GHTS-OF-WAY,WERE EASEMENTSNOTBACTED OFRRECORD, OWNIERSHIP, N-0
+ I� N 1
ABANDONMENTS DEED RESTRICTIONS OR MURPHY ACT DEEDS.
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\ OI I� I m 6. -LOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS LL Zone
=1 I! 1 a, I 3 (o IN ZCNE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, � ow0eo
'o 22 21 2 COMMUNITY PANEL NO. 12111C 0165 J EFFECTIVE DATE WCIW
PROPOSED I + N w,<<
WELL 100.0' I I 132 FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE �Ngo
�9 '� $ DETERMINED BY AN ELEVATION CERTIFICATE. Z N ew
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7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE z >>N�
203 1234.E 11 I 1 Z z I Q I I SIGNPTURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED F- F- > N���
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+20� 2 3nLti Q w I i SURVEYOR &MAPPER_ Q Q ro-
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2' Z i 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY o oz3z
+ I ( I U = I OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED J Q xz ww3M6
20� 1 WITHCUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. W Z F €TwiE8
/ Q cc = wl �o
�j z I G I I 9. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND Q Q > B=Zo
w 1 w1 i FIELD MEASURED DATA. tl. } no zzn<
1- U ¢Zn¢
235.1' � $ z Z�!o
17.
N PROPOSED 1 I I � o I U I � 10. -HE LAST DATE OF FIELD WORKFDOH in SWAS t. Lucie County 0 090�
o SEPTIC AREA I I I z z I I I Environmental Health W w z a m
III I $ Site Plan Approved for Construction V Z80
t,, I CD I Supersedes All Previous Site Plans for J z O»
1CA
w I OSTDS#56sF /7>s;,i3 &Well #S 667 i.. owad
Date; .? /7 rn ¢ a o N
Reviewer:
°3 III
LEGEND & ABBREVIATIONS ��1
�I DRAWN BYI CA
1 1 $t
A ARC LENGTH NO OR NUMBER 11��
tin 1 I I # �J�rv,\� CHECKED BYI CA
$ A/C AIR CONDITIONER NTS NOT TO SCALE ,f
BM OR � BENCHMARK OHP OVERHEAD UTILITIES V DATE, APRIL 26, 2017
S 89042'57" W FND 4X4" CM $ C CALCULATED FROM FIELD MEASUREMENTS ORB OFFICIAL RECORDS BOOK
NO ID ( CBS CONCRETE BLOCK STRUCTURE P PLAT DATA HORIZONTAL SCALE,
1 I 1 C/L CENTERLINE PG(S) PAGE(S) 1'=40'
DDEED
OB POINT OF BEGINNING
M DECREIE MONUMENT PFSURVEYOR
L I DEG OR ' DEGREE POC POINT OF COMMENCEMENT NOT VALID WITHOUT THE SIGNATURE
ELEV ELEVATION PRM PERMANENT REFERENCE MONUMENT AND ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR &
FDOT FLORIDA DEPARTMENT OF TRANSPORTATION PSM PROFESSIONAL SURVEYOR AND MAPPER MAPPER.
z Q 1 FFE FINISH FLOOR ELEVATION R RADIUS
HECTOR LUNA I MI 1 I FND FOUND RLS REGISTERED LAND SURVEYOR
2317-214-0004-000-4 LL- 30 1 $ GPS GLOBAL POSITIONING SYSTEM R/W RIGHT-OF-WAY
VACANT I 01 W I 0� I I ID IDENTIFICATION NUMBER QM WATER METER SEAL
IP IRON PIPE & AND
OI I 1 i IR IRON ROD a AT %
$ IRC IRON ROD & CAP 0 DELTA ZA Iii
LB LICENSED BUSINESS UTILITY POLE CHARLES ARNOLD
I I I
US LICENSED SURVEYOR MANHOLE
PROFESSIONAL SURVEYOR & MAPPER
11
®
M MEASURED DATA FH OR FIRE HYDRANT FLORIDA LICENSE N0. 4971
NAVD NORTH AMERICAN VERTICAL DATUM, BIKE LANE
21' NGVD NATIONAL GEODETIC VERTICAL DATUM TURN LANE PRINTED DATE
SHEET 1 OF 1
PROJECT NO. 17-527