HomeMy WebLinkAboutC Approved Surveyv
NORTH � (C)(R/W MAP)
R=17188.75
GRAPHIC SCALE FOUND /8" IRON) ROD & CAP L-363>17�
2CiL3 D t 0 2QO STAMPED "'LB#4942" Dry =01 *1 38
(I7,3' EAST OF CALCULATED
RIGHT-OF-WAY LINE)
IN FEET FOUND NAIL & TIN TAB
1 Inch 200ft. (0.4° NORTH, 0.1' EAST
OF CALCULATED P.O.C.) ..�
SURVEY TRAVERSE LINEFOU
ra
4*x4" CONCRETE
BENCti M NO. STATE ROAD RIGHT-OF-WAY
FOUND 4"x4" CONCRETE� � � MONUMENT (0.2 EAST OF
M.O NOMENrT STAIN "`APT. OF . -' CALCULATED RIGHT-OF-WAY)
NATURAL RESOURCES �
MONUMENT 94-77-A 36"
ELEV. 5.07' PUWSHE€1
r&2W MEASURED
7;944,9 �,. -- 'Oe
E 75,3713,430
�TRAVERSE LINE
G TIE -LINE DETAIL " It S0 7*16 58h E
(NOT TO SCALE) 256,a4'(C)
NOTE- DEPARTMENT OF
NATURAL RESOURCES
MONUMENT 94-77-Ao7
WAS NOT RECOVERED
. AND ASSUMED TO BED O,
z m ` Li? DESTROYED ��� � '0 VA �00tim
-'
to 0 H wy ( �01'
V \j Gli m G7.0 PLO '' \ ? ✓ ,_,......_..
zz `� aT TMEAN Hl ELVTIC0.76
i 4 tit! nET N.G.V.D, 1929 AS
r1l {,C) i�$OVIDED -Y FLORIDA
DEPARTMENT OF
ENVIRONMENTAL_
PL2O ECTTONr WES SITE AND
` :ONLFIRME D IN A TELEPHONE
CALL TO DOUG THOMPSON
(I" DEP).
SEE SAIL "W
FOUND 4"xe CONCRETE STATE �� � �' N 1082956.6 03 �.�.
ROAD RIGHT-OF-WAY E 752269.8559
MONUMENT ON CALCULATED
RIGHT -OF --WAY & 0.7 FEET 1c5� cps TRAVERSE UNE
FOUND 4: x4* NORTH OF CALCULATED R/W/ v � S 1' 3 (0DO E
CONCRETEP>O.T.
MONUMENTSSTAMPED NOTE. CALCULATED AT I
" (C (R/W MAP CEN TNOF FO.T. IS e
R= 75
L=363.17 3631R/W MONUMENTS
" ! ....=
Dii "12'38" SET PK NAIL. &
o` DISC STAMPED
Iv ': S07`16'58"E "L a. 59"
-� 1 -~ �`` 256.84 (C)(I�)
�9. 1 (#�) �,. , aA6 ,• „� z TIE --LINE NJ ,VIP,
I OD
CD
vy-
AID
�) NOTE. DEPARTMENT OF
j.
;0 c�� I NATURAL RESOURCES
.O�Alro"' • G MMONUMETNT 94-�77-A07
' �� I�� C- � � , �C3 { IWASS NOT
O BED AND
w o ' "DI�STIT€3YE0"
C '� FOUND ex4" CONCRETE :STATE {
.�" ROAD RIGHT-OF-WAY
(A ` � MONUMENT ON CALCULATED {
ION! � Rr IT-c -�vA ' a 0.7 FEET
in
Si SOUTH OF CALCULATED R/W/ �
765' P,0-t
PARCEL 3 - SUBMERGED LANDS
(SOUTHEAST CORNIER OF SECTION 27,
TOWNSHIP 36 SOUTH, RANGE 41 EAST)
(NOTE.: SECTIONS CORNER IS SHOM
AS PERPETUXTE7 ON 714E STATE ROAD R/W MAP)
L
c 14.1'(
MEAN HIGH
WATER LINE
��5O,0O �
SET 5 8"" IRON
>� ROD & T AP STAMPED
DETAILB LBFH WITNESS CORNER
(NOT TO SCALE) (5D.00' OFFSET EAST)
o �
Opp
VIVII %Yk
0 0.7'
_j
DETAIL "D"
(NOT TO SCALE)
SEE DETAIL *e
(SHEET 3 OF 11)
'2
FOUNT? 5/8" IRON ROD & CAP {
STAMPED) PSM 4049
C: (0.2' WEST OF CALCULATED
R/W UNrE)
I FOONO �/�'IRON Roo
SET 5/8" IRON Roo & CAP /may g' f/�9A ��++q'' Ar! D[y
", " f � 6 I 4L 4AP .9 I AMPELJ
STAMPED L8959 1O PIPELINE EASEMENT` 1 . "PSM4049"
(50' OFFSET EAST) PER O.R.B. 1734, PAGE 616, 1 . 2(ON CALCULATED
-4 R/W LINE)
R=11459,20
" FOL3NO 5/I3" IRS R� & CAP .,,I
r ' STAMPED "LL37056" » " /
D�=2't�9 25 F'C}UNI3 � x4 CONCRETE
L=431.37'(C) FOUND 4"x4" CONCRETE MONUMENT STAMPED
MONUMENT (NO IDENTIFICATION) "PRM#3858" (0.2' EAST
R=11459.20 (ON CALCULATED R/W) OF CALCULATED R/W) ,.. '� ✓ i �
Da 2 l "15"(R/W MAP) (0.7' NORTH OF CORNIER)
L=430,83'
FOUND 4"x4" CONCRETE
(PARCEL 1 A) MONUMENT ON R/W P.O.L
0.20 ACRES ," g DETAIL 'd � ����-� c
N20 41 36 W
623,51 � (C)
623.22 (R/W MAP)ot
��
1�� `s
105 All
to
�. �p-> WAS NOT RECOVERED , I✓)
G ,O D�\A)pi`� AND-DEA OY MED TO BE �- �" � •� �• NO
zro
» 00 i
NOTE> DEPARTMENT OF
NATURAL RESOURCES
{ � MONUMENT 94-77-AO8 >�
ELEVATION 0.00 � fiG,t� -� ,. .• 'j f
CONTOUR LINE
FIELD LOCATED ON .-�r:.- ���
MARCH 12-14, 2002, � �
LAI
-C "��✓ '" N 1084394.1924 k0b VEGETATION LINE AS LOCATED ON
751700.0965
.•
• 0 � s ✓- ", -� f s 1 �� `. ""�-"" � SEASONAL HIGH WATER LIME ELEVATION 6.68'
,,ram
(SEE TOPOGRAPHIC SHEET FOR INFORMATION)
COASTAL CONSTRUCTION CONTROL LIME AS RECORDED IN PLAT
800K 26, PAGE 26--261, PU8UC RECORDS OF ST. LUCIE
COUNTY, FLORIDA. RECORDED 9-15-88.
\Ar.
%��',:.°� ✓ �' �� {3� NCO �00� �,, ,•.�'
16,
. ARCONTROL
FIL(1972 C81 5WEKI GCONSTRUCTION SURVEY, . -20L,
DATED 6- 30--81 (PLAT BOOK 16, PACES 32, 32A-32G1
CX900
ELEVATION O.OQ' CONTOUR LINE
FIELD LOCATED ON NOVEMBER
8, 2003.
BOTTOM OF DUNE WAS NOT
EVIDENT ON THE LAST FIELD
SURVEY OF NOVEMBER 8, 2003
MEAN HIGH WATER LINE LOCATED AT
ELEVATION 1.98 N.G.V.D. 1929 AS PROVIDER
BY THE FLORIDA DEPARTMENT OF
ENVIRONMENTAL PROTECTION WEB SITE AND
CONFIRMED IN A TELEPHONE GALL. WTH
DOUG THOMPSON (F.D.E.P.) FIELD LOCATED
NOVEMBER 8, 2003.
NOTE.
1) THE MEAN . TIDE RANGE FOR THIS
PARCEL IS 3,13.
2) THE MEAD LOW WATER ELEVATION
FOR THIS PARCEL 18 --1,15,
SOUTH 3705.83'
NOTE: THE LEGAL. DESCRIPTION I"OR THE SUBMERGED} LAND (PARCEL 3) CALL THIS POINT "TO
THE MEAN HIGH WATER MARK OF THE INDIAN RIVER FOR THE POINT OF BEGINNING." THIS
MAY HAVE BEEN THE HISTORICAL MEANT HIGH WATER MARK OF THE INDIAN RIVER AT THE TIME
THE LEGAL WAS CREATED, BUT IS NOT EVEN CLOSE AT PRESENT TIME. A LEGAL_
INTERPRETATION IS NEEDED TO DETERMINE THE EXTENTS OF THE SUBMERGED LANDS. THIS
SURVEY ONLY SHOWS THE SURVEYOR'S INTERPRETATION. NORMALLY, THE CALL TO THE MEAN
HIGH WATER LINE WOULD BE HELD OVER DISTANCE, BUT WE DO NOT THINK THIS WAS THE
INTENT TO SHIFT THE SUBMERGED LANDS NORTH, AS WOULD HAPPEN IF WE EXTENDED THE
LINE WEST TO THE EXISTING MEAN HIGH WATER LINE. THERE IS ALSO THE POSSIBILITY THAT
THE INTENT WAS TO HAVE A PARCEL 620 FEET WIDE FROM THE MEAN HIGH WATER LINE OUT
TO THE LIMITS OF THE SUBMERGED LANDS. A LEGAL. INTERPRETATION IS NEEDED.
BAR IS EQUALi ONE
INCH ON RDRAWING
I!
DIMENSIONS ACCORDINGLY
ADJUST ALL SCALED
THE SOUTH 4370.83' OF SECTION 27
THE SOUTH 5057.
` OF SECTION 27
THE SOUTH 323.7'
CONSULTING
Value By SURVEYORS & MAPPERS
3550 S.W. Corporate Parkway, Paim city, norida 34990
♦ 286-3883 Fox:
.6 286-3925
S
E
C
T I
O
N
2 7
TOWNSHIP
36
SOUTH
RANGE
41
EAST
OF SECTION 27
to
�
y
bo
as
'W ,
i { NORTH { {
I { 587,00' { {
I {
{ 9 I {
i � k
{ t
{
[ i {
{ { {
I { {
I
1
{
� � 1
� I
C i i
I { {
I I {
1 � i
f
{ { TIME NORTH 100' OF THE {
{ I SOUTH 370 a.83' AS I
{ { DESCRIBED IN OFFICIAL {
RECORD BOOK 1964,
{ PAGE 64 &. 65
8
I { I
R=11409.20'rESUSSELL
L-�125,20'
Da-O'37'43" WATER
FC3UNIL)"x4p CCN+rCIiLWTEOWN ON
MFJNri�INENT STAMPEi� "L81S79LD"URVEY
(€�0 NORM 0.4' WEST) N.G.V.D.)
FOUND 5/8" IRON ROD & CAP REFERENCE BOUNDARY SURVEY FOR
STAMPED "L S7IT " PELICAN POINTE ASSOCIATES,
'•-°` (1.3' SOUTH OF LINE) BY RICHARD W. BUSSELL, INC.
DWG, NO. 94-3- i76- 01-01,
FOUND 4%4" CONCRETE GATED 9-26-95, -
MONUMENT STAMPED "LB6790"
(0.6' NORTH OF LINE)
FOUND 5/8" IRON ROD & CAP
STAMPED "L97056"
(ON LINE)
Line Tabte
Line
Hearing
LENGTH
L.1
S23`36151`E
eo,30'
I�+f�a�E#g:
g9.2g
L3
ySr��y1�y,`'E
S22*3 '3! E
rp9p'
1 f i ,u v
L4
S2427" 51"E
kM24'.
LS.
S22*37'3 'E
+174,52'
L6
SR2'15'e4'E
15a71'
L.7
S20-09.22•'E
15/y6.32'
L g!
S21'10'01'E
205.94.7
L,9
52+2'48'26l
19196'
L,10
S22.51'2 5'E
178.61`
L_11
Sc 1*04'53`E
16 :73'
L.12
S20*47'61'I<
1.48.0.9'
L,13
Sc2"41'4I5'E
1,11'
L14
S19'51'WE
110,75'
L IS
S21*21'08'Li
105.49'
L.16
S18'29130'E
181.931
L17.
Sl8*e6'16'E
16+2.96,
L.18
S19'44'02''E
14t.55'
1.1%
S19'49`25'E
21.4.70'
L28
S21*35'421E
` 17M4(r
L22
N 26*41'36 W
273,13'
L23
NI21'37'141W
1546.34'
L24
N89'561211E
359.791
L27
52ID*31'4_(_YE
1 s'17'
L28
S22.*33'4&°E
1544,41'
L29
S22*2-T- 43'E
123,79'
Lai
9'56 s 1.'E
507?4'
L.32
AI26'41'36'�i
623.51'
L34
Nr i'37'14'W
1506,82,
L35
I *41'36' r
r 11AI'
L.36
S89*561211
6'
L37m
Sg2jgjjM
13,07'
L3#3
NI2G`25'a74W
a, '
L..39
NI22'6'47'W
2.63'
Line Tctbte
Line Decks*V LENGTH
L.4LE
%;29'10'24`V
1 .74`
L41
N22035119,W
57'
L42
N e6'59'39'V
100.16'
L.43
N23'3W23'v
97,46'
L44
. AL24'45'53'W
i2 5.41'
- '1,'y `+mil
60
tL45
L46
�s1i�2 r"1ys�+
S2501#I'2 7'E
}3yi1y3
L47
SL-2-40137-
93 §6'
L49
- S22*49124'Et
S7.W
L.49
Sle14'031E
60631:
L50
S21'ZW311E
49.7W;
L.SI
S24*03157'E
97.43'
L,52
S21*4LY45'E
121.2
L53
S 33*18'17''E
46461.
L54
S14'4i'!3'E
144,51'
L.55
S39*2113r3}'E
81° 3.3I
L 56
S2P*4 S3'E
9195"
L.57
S#8#Q(Y2 e'E.
1A1,57'
L58
S33'03`3-VE
46.32'
L59
S19.44'01'E
ib-
L 60
Ni '14'1"
9043,
L63
N1803911171W
17,39,
L64
8'�V43`Vt
128.79'
L65
N24*33119141
I Ami
L66
I+ *4- 29'i;
140,65,
L67
N23147147'V
. 92. ,":
L.68
t'53145'W
20,66,
L.69
N89*561211E
14AMI
L 7€I
S25.21`09f'E
. 9Ui W
L .
S31*431061E
2L041
L.72
9' '21"E
5 07'i
L.73
N26.41136'W
300,23'
L741
S89'561211W
1021'
L
401031E
5�Uq `.
U 66,299`
y�7p'5
q
L.77
N22*01'29''1d
309.901
L.78
NN43'1310VV
653xi
E.79
S3r(IT06'E
6165'
9
Cure Table
CURVE
RADIUS
LENGTH
TANGENT
CI48RD
REARING
DELTA
Ci
17238.75'
11326,25'
763.62'
1585.75`
Nr 24*09'25' poi
5*04*22'
C2
11409,20'
138,07'
6%04'
138.07'
S 26*40'2W E
LD`4I'36'
C3
11509.2(r
353,77'
176,89'
353,75'
S 25.48'46' E
1`45`40'
C4
1 17.129.75'
17.41'
7 '
15115.90'
N 24*09'25' W
5*04'22'