HomeMy WebLinkAboutBOUNDARY SURVEYFND. 4"x 4" CM
STAMPED PRM
FOUND 1-1/2" IP
(UNNUMBERED)
0
<5
aM
zm
LOT 98
PLAT OF WHITE CITY
P.B. 1, PG. 23
I
r-- 40.0'
I+
FND. 4"x 4" CM I
STAMPED PRM 7245 RE -SET 5/8" IR&C II I
+ N00'09'05"W ti ' STAMPED LB 4286 IT I
b 622.10 I _"___3_8.7�
_ _
` CONC. �O 'o PREVENTOR & I
PAD (TYP.) „ ` V " 99.9Y Y'u. BACKFLOW WV
- 120_75' - '`6 51.1' 100.1 14.94' _ 185.52' WATER METER c
WATER I
l \ * BUILDING 1 VALVE
BENCHMARK \ a ONE STORY 0.67' WADE STEM I
/ TOP 1/2" IR&C \ e o STEEL BUILDING e a 2 o wcEN7ER
r / STAMPED LB 4286 TRAV FIN. FLR. EL = 17.67
'a CONCRETE FOOTER
o YI
i ELEV = 15.86 (NGVD) 1 � TOP OF STEM o
`� 1 K ,�. WALL ELEV-18.39' m I
I� 1 '�^ i EXISTING 1 STORY 6.D.3 + 10D.1'
I i DRY RETENTION i e CBS BUILDING � a "14•s2' 100.00' 185.13' N `0 I,
AREA F.F.E. = 17.70' CONC. WALK Nr9 M I
* ELECTION
I i SERVICE BOX ON
PAD
I � VL
\ / ,b° ry
/ VJ
* CONCRETE PARKING
III Nib/SEWER VALVE CATCH BASIN AND DRIVE SEWER VALVES_/�
I ` ,� / & CLEAN -OUT 12.3' 32.10' o a TOP 16.40' h CLEAN -OUT
IN CONC. PAD LIFT CONC. ,�' 3 SV KiV. - 11.36, ® IN CONC. PAD I I
STATION m u AC PADS * z O S * I b
U 011 SIGN +'�� I
50.6' 10 II II - 449.5'
� I I
\ A I
10 00 I NO, 0 0
1 1 �
' 1 1 0.6' ;II 3 SEWER ` INV. ELEV. = 12.76' ^ry
-01 CONC. 11 I -1 VALVES I�
PAD .eM1' ip 11 (2) TRANSFORMERS ° WALL WITH
/ i I _qCONC
I b'S $ CATCH BASIN ON CONC. PAD I I ® O (T I LIFT STATON 14b ,L.L MAILBOX
+, TOP - 18.46• j-� I LI CONTROLS * ry I 1
I D y� N. E. & W. INV. E j STATION SIGN & I I
/ z I M EXISTING 1 STORY 0 6. a,� - n.36' I I
mob' i .�.I CBS BUILDING ' GROUND
i +� y .,�, �'1� LIGHT �°'
1 F.F.E. = 17.75' o �. 7 6 ` B
IRRIGATION ° I b e I
I 1 VALVE &WELL U 1 yz_
1. I CATCH BASIN o ��
1 , N Z,, �.5 1 I i'OP - 18.49. �9 t,1. 17.6 1>� 1J �I(/• >>
1 $ CONC. I '`INV..75b `7.9AC PADS 3 U110' WIDE` '.o � COPlCop(u `+--orlu w0.6 3 1 eaFIG FP&L CO.e� ry WRBTYP I I EASEMENT + ry () a TYP , ,�cork. ____ _- �_�________`-__)_--LL b CONCRETE
1 i ` PUMP PAD -___F______________________________________ ° I I TOP
\ o; u I I '\• GN
111N, �b' ��� ii A`1, b9 IM .
1 0.6'•o
N COVERED PARKING 00 ( a I I +h^ INV. ELEV. = 12.60' *,�
1 N (O 6
II 111.9' ` .`b NO59.6' r _ \�' II I I +
\ 448.6'
\ DUMGstER N CONCRETE,\PARKING b9 I
\ DRY RETENTION AREA b. bs AND `DRIVE I i I I 193.00'
AREA \ L CONCRETE PARKING I BUILDING 2
` * bn * bb AND DRIVE ,.y ro0.67' WIDE STEM
.,wo DILAPIDATED '` h' WALL ON CENTER I
BARBED WIRE \ �, `� \ I I * I I p OF 2.7' WIDE m c
FENCE(TYP) CONCRETE FOOTER 40.
\ I I I TOP OF STEM
WALL ELEV-18.42'
3 \ \ IRRIGATION` a o- p bi CATCH BASIN I I
! \ \ VALVE �b ____.j. ,b. 011 TOP - 14.06'
192.63'
- - T- NTROLI STRUCTURE 89.95,
14 BE(�C�HMARFF. o_ „ N . C.M.. - 13.08' 0
!p TOP 1J/ IR&C `---------------- 31'WETRIIN�_139A'--------------- TOP OF BANK(TYP)-_---- a
' STAMPED LB 286 TRAY TOE OF BANK(TYP) `------------------ g_ - _ _
------------------------------------ ------------- ELEV = 15.62 AIGVD)-------------- TOE OF BANK TYP---`-------__ _ 4
---- -- ----�----------- :'� 0
�� ( I \ o --------------- DIF
OF BANK TYP w . F N----------- -
v
(--)---
--------------------------------------------
I
w 0 ga.
aS' TOP
---- "-
---------- ----- ---
� o
cdJ ` _
-
- - - -. - - I
di �
OF BANK(TYP)
.,
� � -_
-
c
-
- - - - - - -
TOP OF BANK(TYP)
I �
M.E.S. NO COLLAR
wv. - 12.96'
o
� � w
-- -----
� � � (rnjiMENT
-
q.9
-
----
I - L_� .
-
-------
_L_
-ANCHORs
` -
----
W
0
1
-
P
-
V.'
- - - - -
ENCROACHMENT
It w e
1
50.6'
;I
S00'1 0'00"E +N" yti
*
'I
//^
619 25
FOUND 1" IP DILAPIDATED 25' DRAINAGE &UTILITY EASEMENT
FOUND 1" IP `N
FOUND 3"x3"
CM //nnCL/
FOUND 3/8' IR
' ' BARBED WIRE
(0.08 W)
FENCE(TYP)
(PER PLAT OF TWELVE OAKS ESTATES )
0.10'W
( )
UNNUMBERED
T'(
W
(ND ID.)
I I
1
1
1
(UNNUMBERED) -
( LOT 14)
PROPERTY
LINE
WEST PROPERTY LINE
AS MONUMENTED
F TWELVE OAKS ESTATES
(PLAT BOOK 16, PAGE 26) ,
I
--I
1
0.15' 1
PROPERTY �
- LINE
( LOT 14) '
DETAIL
(NOT TO SCALE)
MICHAEL T. OWEN, PROFESSIONAL SURVEYOR & MAPPER FLORIDA CERTIFICATE NO. 5556
TWELVE OAKS ESTATES
(PLAT BOOK 16, PAGE 26)
( LOT 13)
SIGNATURE DATE
(UNNUMBERED)
( LOT 12)
(0.12'W)
U� �4�
--------------
WEST PROPERTY LINE
AS MONUMENTED
-OF TWELVE OAKS ESTATES
(PLAT BOOK 16, PAGE 26)
0.12' -1 PROPERTY LIN
I I
1 I
1 I
_ NORTH PROPERTY LINE
AS MONUMENTED
11 (SOT 12� TWELVE OAKS ESTATES 1
(PLAT BOOK 16, PAGE 26) It
� 7
` DETAIL
(NOT TO SCALE)
FILE REF. FIELD BK./PG.
2276MAP1:dwy .... 9848/41-64.
2276MAP1.dwg 0310/37-45
..............................................
....................... .... 555/84.......... GULPEPPER &
CT............................................. TERPENING,INC.
CERTIFICATION NO. 4286
CONSULTING ENGINEERS
LAND SURVEYORS
2980 SOUTH 25th STREET
FORT PIERCE, FLORIDA 34981
(561) 464-3537
UNPLATTED
ACREAGE
95.0'
�I
w
z l
J
0
2
�I
I
CERTIFIED TO:
PHIL DRAWDY
TREASURE COAST ABSTRACT AND TITLE INSURANCE COMPANY
-REVISIONS -
BY
DATE
ADDED BLDG 1 AND 2 STEM WALL TIE-IN
................................................:.......................................
AQN
3-23-07
UPDATE SURVEY
...............................................:............................................................
MDP
5-31-06
ADDED BUILDING TIES
TJ..
2-08-0
ADDED FORMBOARDS .....
.................... .............
B.M,T
11-12-0
. ......
UPDATE SURVEY
...............................................
ERM...4-04-03
.
ADDED FORMBOARDS
D.F.
5-17-99
FOUND BOAT SPIKE
(UNNUMBERED)
T CENTER OF SECTION 5
TOWNSHIP 36 S.
RANGE 40 E.
- 40.0'
1
9
r
DO b b0
rn
F.D.O.T. SURVEY
-BASELINE FOR MIDWAY RD.
PER R/W MAP SECTION 94530-2604
BENCHMARK
TOP 1/2" IR&C
STAMPED LB 4286 TRA'
ELEV = 15.33 (NGVD)
b-
OK
�Jr W I
w
In
a
6T
00
rn
a
=
F-
Z
v
I
(v
M
En
a
a
�
;r
N
O
W
W
LO
m
"IDS
RECEIVED
NORTH MAR 2 8 2007
Public Works
GRAPHIC SCALE St. Lucie County, FL
( IN FEET )
1 inch = 30 &
LEGEND
IR&C =
Iron Rod w/Plastic Cap
IP&C =
Iron Pipe and Cap
IP =
Iron Pipe
CM =
Concrete Monument
OHU =
Over Head Utility
(P) =
As shown on recorded plat.
(D) =
Deed
(C) =
Calculates by Field Measurement
R/W =
Right of Way
LS =
Land Surveyor
LB =
License Business
BLDG.=
Building
-0- =
Wood Pole
CONC.=
Concrete
TYP. =
Typical
P.B. =
Plat Book
PG. =
Page
O.R.B. =
Official Records Book
No. =
Number
q =
Center Line
N.G.V.D. =
National Geodetic Vertical Datum
ELEV =
Elevation
TOB =
Top of Bank
CBS =
Concrete Block Structure
',-/- =
Anchor and Guy Wire
P.L.S. =
Professional Land Surveyor
® =
Well
CMP =
Corrugated Metal Pipe
F.D.O.T. =
Florida Department of Transportation
INV. =
Invert
1 =
Elevation (Typical)
I.R. =
Iron Rod
f =
Plus or minus
✓ORGENSEN ROAD
(40' RIGHT-OF-WAY)
(ROCK ROAD)
♦`ry?
NOTES:
I
1) Reproductions of this map are not valid without the signature and
60.0'
original raised seal of a Florida Licensed Surveyor and Mapper.
2) Lands shown hereon were not abstracted by this office for
"
rights -of -way, easements of record, ownership, abandonment's, deed
I„
restrictions, or Murphy Act Deeds. This information should be obtained
�
through appropriate title verification.
r
3) Descriptions shown hereon provided by the client and/or their agent.
3
4) Underground foundations and improvements were not located as part
0
of this survey.
I F
5) Overall parcel contains 4.70 Acres, more or less.
6) The last date of field work was March 23, 2007.
7) The North line of the Southeast 1/4 of Section 5 Townshi 36
I tL ui
p
South, Range 40 East is assumed to bear N89'53'13"E and all other
0
bearings shown hereon are relative thereto.
8) Elevations shown hereon are based on the F.D.O.T. Benchmark "1-95
- IL
I
85 A 29 RM 2" with a published elevation of 50.157
feet, based on the
=
�
N.G.V. Datum of 1929.
0 0
DESCRIPTION
.
w
z L o
A parcel of land lying in Section 5, Township 36 South, Range 40
J Z -•
East, St. Lucie County, Florida. The East 1/2 of the
Northeast 1/4 of
ou I
the Northwest 1/4 of the Southeast 1/4 of Section
5, Township 36
o w ¢ I
South, Range 40 East, St. Lucie County, Florida less
Midway road
Z 1n of
right-of-way.
Said parcel contains 4.70 acres, more or less.
BUILDING PERMIT NO. 990307EAST
1/4 L89
SECON
PREVIOUSLY FOU DNLR NAIL &nDISK5#1859
REVISED 5-17-99
1. (NOW OBLITERATED)
ADDED FORMBOARDS
BY
DATE
..... FIELD......
o.T......
CALCS
RCL
i/19/99
.......
.....DR.AWN .....
BC
1 19 99
DETAILED
.
......................................
CHECKED
.......................
RCL ...........
1/19/99
APPROVED
BOUNDARY SURVEY
PREPARED FOR
PHIL DRAWDY
DATE:1-19-99
HORIZ. SCALE: 1"=30'
VERT. SCALE: N\A
JOB No. 2276
SHEET 1 OF