HomeMy WebLinkAboutBOUNDARY SURVEY\ \
\ 80
\ \// PARCEL No, 4201-113-00 1-020/9 \
FOUND IR&C / OCCUPIED
ILLEGIBLE FULL OF TIRES_./// \
SET 5/8" IR&C
( ) STAMPED WITNESS
(N66'2500"W - 0.05') � N00'. 1'30"W D \
RAILROAD LOADING, PADS N00 i'21-W(C) LB 4286 (4' OFFSET) \ \
CH INL ,
--`--- --------r"�----� ----- --- ----- - --- --1-
JFP696_
DRY DETENTION I ---r-- ---- ---- - --- - ---- ----
p> I - ---- ------ -- -- --- ----- ---------------!------I-]2 9.-91:40)-------------------------------------------------------------
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\ \
----------------1
I IJ
I I 132.85 i I O W N 1 •�x�,
CONIC IDRIVEWAt \ L, y U I b \ \ ,�
SALT I I. EL A26.8 1 , CI \ re \
STORAGE I.. ASPHALT J
3 BUILDING I of ICONIC, 1 oli PAVING '. 3 CONIC,
INV. 25.3 AIR �INDER
< a
N
'- 7:Oi 132.65' I NI E� 0 0.3 \ A• CON RETE _/� gSTTXO ACE SNKfk � \ / \
1 i INV - 75.0 r' t AD VIR, V WOODi HE
EXISTING SAlUR4TOR _ 25.3' COVERED CONCRETE P UMP
�-• T II aLOADING DOCK h TANK \ ♦� \ 4, AR.
-- - --- - 226. D' - --- 3 570RnCE CONCRETE
I. 34.98' 136.2' E7 ..-31.6. TH TANK
0 r' I I 30,000 GAL
gEA N Z r7 N o N
n T---1 177.68' CONTAINMENT A - „ i 3 \ \`�.. O
\ \ \ gyp,
GRAPHIC SCALE
RO 180
( IN FEET )
1 inch = 80 ft.
_-_._ . CDCONC gA I INV. 2 . 5 `\\\ \`, \ PARCEL I \\\ \\\OJ rDo 00
J 1g \
1L__22_6.0__ 34.98' DRIVEWAY
I I TOE OF SLOPE.
I CONTAINMENT ONC.
PARCEL No. 4201-113-0001-010 6 AREA I 1 ASPHALT s RR
OCCUPIED / I --- -- --------- - TANKS PAVING
i!-_-. ` TANKS A6. ASPHALT
1\ I �O A .PAVING
ELEV - 25.75' INV V LL TOP OF BANK -- �' OD',
1. I LE jc5.75` \ - ` \ \
F r I N IN OEKKCE ?31�,
ELEV2735 NGVD 29 (2 �����0
a WOOD POWER POLE u w •�`
. .0
CRETENTION AREA y o,
.Q z COVERED CONCRETE METAL HAG
U a I X I 100.30' FFBE' 27N5• . 66� V �R \ \ \ \
00 00 s 1 1 1 WEIR STRUCTURE Lock S00'00'54"W(D) \ \ \
a) 0) o , I i 1 STORY 1n RIVEWAY , I \ - y •i
TOM - , ^ ALUMINUM BUILDING d ,, I F4 \
CIDEp v I NOR1N BOTTOM - 25.87 C \ \
O). W I 22.9 I 24' RCP CONCRETE ° F.F.E.-28.25 °' SDD'D1 D3"W(C) \
Y NOTCH - 25.87 SLAB ,� - 1D0.30' \
�-SOUTH INV. - 2280
r 937.46'(C/D) \ \'
\ \ \ w
-- ASPHALT I \ \\ NORTHEAST CORNER OF SECTION 1
CONCRETE SLAB MECHANICAL \PAVIPJG TOWNSHIP 37 SOUTH, RANGE 38 EAST
IR CONIC 4.5' (T BOLLARDS ROOM .v ASPHALT
ASPHALT i \ \
4L9a'y 6'x4.5' SYP ri N O)
13;55; a23.6s' �z=- PAVING \ I \\ \\ 00 \ FOUND 4"X4" CM, UNNUMBERED
.02' OPEN- ... 9.9T o 90.01' mnc I \ �Ii
211. 147.09' 19.43' In 11 i s I \
Iq143!
.33' 1065 m20.20 COVERED OVERHEADPIPE BRIDGE -n TANK m N0�6 hI .. PARCEL 2 I 1 CONCRETE SLAB b I Tb a FARM (\ - A RAMP I I _CONTAINMENT AREA. a 1a 1 STORY o! n MAIN ELECTRIC ROOM �° I \ I ,� �%'
ELEV - 29.24 I'm h PLANT n 0i ELEV= - 1 INV
S y N W 29.27 100.02' ALUMINUM I I - 22.77 / / I C, \
NOVO 1929 - , a BUILDING �- NGVD 1929 �, \ DI7CH� 1
I nT n BUILDING g' CONCRETE It11V
1 1 NDER ROOF \ I \
a 54.8T i o o WITH TANKS ELF 23.75' ( /
N TH/WEST/EAST w I
j \ , INV ELEV=21.79' ✓
vj uj ASPHALT I ., I 50.19' SIDES OPEN I ` - JI_
7.05' ,38.82' " 4.67' a 20.5' PAVING I Pi I rn F.F.F.-29.8J I - 48" CMP
ry N 76.84 I 10.00' RIGHT-OF-WAY C.M
nl a TRUC! GALE I i' ` �' C.M.P. INV £LEV-22.1V \
IIo1 I$ I!P I$ 1 I: to to ,o IP \----- Y.. TOP of PIPE r--PER O.R.B. 2979, PAGE 2244 INV \
! ELEV= 24.61'---------------.-----_--.--------- \48• CMP
I i w- 6.CH INL K FE CE I --------,---------
NE?j
... _ DITCH RI T- 2.
-WAY N 1904.20 _ DITCH-�\ .�
- --- -- ---- ------500'00'45"W(D) ----__ --- ---- ---- ------------- -- -- _ _ \
I
CONC BOLLARDS - - - - - 20.35 - - - - - - - - -
INV -- OLD RIGHT-OF-WAY LINE -----.--- ------ .... -1_
--------- �- I \ \ \
- - - - -
8'x4,5'. (7YP) CANAL 21.41 GATE .CANAL y47H,N 95N �g CANALJ -
1
_ _ - - CANAL I I
FOUND IR----------------
UNNUMBERED 60' c.M.P. n ----- ---
(N36'1TOS"E - 0.24') _ --------------
_ _ _ I I S00'09'38"E(D) \ \ \
S00'04'22-W(C) \
20' ASPHALT PAVING - INV ELEV-20.72' O? INV ELEV-20.58. 5.98 D \ \
42' CMP 42' CMP 8.32 (Ci)
'( RANGE LINE ROAD (COUNTY ROAD 609) SOUTH INV E.LEV-20.01' \
RANGE LINE ROAD P.K. NAIL 'RLs 233991' SEE DETAIL fio• cMP
- - - - - ELEV. 29.63 NOVO 29 ROB (VARIABLE WIDTH R/W) - - - - - NORTH END NOT LOCATED \
INV ELEV-20.36' \
S AMPED RLS 2391
( 69'03'16"W - 0.33')
e Go. FL
St. Luc Unit �-►--
ate ea
rov
LEGEND NOTES DESCRIPTION
B❑ = Bell South Service Box CANNED PARCEL 1
IR&C =Iron Rod with Pla§tic Cap ' By 1) Reproductions of this map are not valid without the signature and original raised seal of a Florida Licensed Surveyor and Beginning 1400.17 feet IP&C = Iron Pipe and Cap POB Point of Beginning Mapper. g g et South from the Northeast corner and alongthe. East line of
Section 1, Township 37 South, Range 38 East; St. Lucie County, Florida; Thence run
IP =Iron Pipe BLDG.= Building .St�uGf���U�LY 2) Additions or deletions to survey maps. or reports, by other than the signing party or parties is prohibited, without consent
IR =Iron Rod CONIC. = Concrete
of the signing party or parties. South 00'00'54" West a distance of 507.81 feet; Thence run North 89'58'30" West, a
CM = Concrete Monument TOB = Top of Bank ' --------------- -----------`--`------------ -- 3) Description shown hereon provided by the client and/or their agent. distance of 696.98 feet; thence run North 00'01 30" West, a distance of 1210.91 feet;
l to the Southerly right-of-way of Florida East Coast Railroad; `thence run North
CBS, = Concrete Block Structure
I Hti I 4) Underground utilities, foundations and improvements were not located as part of this survey.
PRM = Permanent Reference Monument
5) Overall parcel contains 24.577 Acres, more or less. 44.46'36' East along the said Southerly right-of-way a distance of 660.00 feet; thence
run South 00'00'54" West, a distance of 937.46 feet; thence run South 44'46'00' West
CHU Over Head Utility ELEV = Elevation i FOUND 3"xs" CM 9g, s�'sF 6) The last date of field work was April 27 2010. (P) = As shown on recorded plat. INV = Invert UNNUMBERED I �. �o P '
I a�ce�C'9 I 7).The East line of Section 1 is assumed to bear South. 00'01'03° West and all other bearings shown hereon are relative - - a distance of 330.01 feet;. thence run South 89'59'06 East, a distance of 464.67 feet
(D) = Deed ', (SSO'04'22'W - 0:33') E( to the Point of Beginning on the East line of Section 1, Township 37 South; Range 38
A = Included Angle thereto.
(C) = Calculates by Field Measurement I sooroo•sa•w(D) 1 36 sooro9'3e'E(D) ' East, St. Lucie Count g R Radius Length y, Florida, and containing 17.5 acres more or less.
9 I soororo3' c soo•or2z' c , -8) Said described property Is located within an area having a Flood Zone Designation "X" areas determined to be outside
R/W = Right of Way L = Arc Length . I 1400.17'(C/D) 6.3z(c) FOUND 4"X4" CM i 500 year flood lain, b the Federal Emergency Management Agency F.E,M.A. , on Flood Insurance Rate Ma No. 12111CO275 Together with:
r-
I 5.98'(D) , y P Y 9 Y 9 9 Y (. ) p
LS = Land Surveyor UNNUMBERED 9
F.F.E. = Finished Floor Elevation'. (` 6 31 I F, with a date of identification. of August '19, 1991, for Community Number 120285, in St. Lucie County, Florida..
LB = License Business ----------- --------------- -------------------_ 9) Wetlands may exist on subject parcel, but were not delineated by any agencies and were not shown, on this survey. PARCEL 2
- N.G.V.D, = National Geodetic Vertical Datum DETAIL (NOT To SCALE „ y
P.L.S. = Professional Land Surveyor F.D.O.T. = Florida Department of Transportation 10) Elevations shown hereon are based on Benchmark Chip with an elevation of 25.223, based on the N.G.V. Datum of Beginning at the Northeast corner of Section 1, Township 37 South, Range 38 East, St.
RRegistered Land Surveyor CMP =Corrugated Metal Pipe
1929. Lucie County, Florida; thence run South 00.00' 54" West, along the East line of said.
-9- = Wood Poe 11) Lands shown hereon were not abstracted by this office for rights -of -way, easements of record, ownership, Section 1, a distance of 1400.17 feet " thence, run North 89 f 06 West, a distance of
RCP Reinforced Concrete Pipe abandonment's, deed restrictions, or Murphy Act Deeds. This information should be obtained through appropriate title 464.67 feet; thence run North 44'46'00 East, a distance of 330.01 feet; thence run
`L = Anchor and Guy. Wire f = Plus or Minus verification. ,
TYP. = Typical North 00'00 54' East, a distance of 937.46 feet to the Southerly right-of-way of the
= Drainage Manhole 12) Section lines and monumentation shown hereon and used to determine property boundaries are based on previous Florida East Coast Railroad; thence run North "
P.B. =Plat Book surveys 4446 t l East, along the said Southerly
PG. = Page OO _ Sanitary Manhole resolution nofhthe�sectiontalnlformation: Some monumentatlon may have been since original delineation or right-of-way, a distance of 329.97 feet, to the East line of Section 36, Township 36
O.R.B. = Official Records Book 7 Fire Hydrant WY This survey. South, Range 38 East, St. Lucie County, Florida; thence run South 00'09'38" East,
property is currently be used as a manufacturing plant: along the said East line of Section 36, a distance of 5.98 feet, to the Point of
No. = Number D4 Water Valve Beginning; All lying and being in Section 36, Township 36 South, Range 38 East and
= Center Line Street Light Section 1, Township 37 South, Range 38 East, St. Lucie County, Florida and containing
7.50 acres, more or less.
LESS & EXCEPT:
The East 10.00 feet, as recorded in Official Records Book 2979, Page 2244, Public
Records of St. Lucie County, Florida.
FILE REF FIELD BK./PG.
06-505.Sformboard2.dwg 0816 / 48 ,,.� C U L P E P P E R & T E R P E N I N G, I N C
CONSULTING ENGINEERS I LAND SURVEYORS
,el/�i 2980 SOLT111 25th S'rRFtT`,'I' • PORT PIERCE, FLORIDA 34981
e- z , 2 _z Z_�_ _ __ 9.2 -'?- ZOO Pf ION$ 772-464-3537 FAX 772-464-9497 • w .cc-cng.com
MICHAEL T. KOLODZIEJCZYK, P.S.M. FLORIDA CERTIFICATE NO. 3864 SIGNATURE DATE SIAIL 011 rioNJI)AC;IC11) I .A11iON N",u 4296
-REVISIONS -
BY
DATE
UPDATED SURVEY
GLM
4-27-10
DDED FORMBOARDS
RD
3-24-09
DDED FORMBOARDS
GLM
2-26-09
BY
DATE
DESIGNED
CALCS.
DRAWN
R.D.
09 12 08
DETAILED
CHECKED
J.A.F.
09 12 08
APPROVED
BOUNDARY SURVEY
PREPARED FOR
VM CONSTRUCTION, INC.
DATE: 09 12 2008
HORIZ. SCALE:1"=80'
VERT. SCALE: N/A
JOB No.06-505S
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