HomeMy WebLinkAboutSurvey - 10-2-20I I
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IX
XI
IX
XI I I I (0.4E N, 381 6 E)
i- -n-
OT 2
ACANT X
N89-59'54"E(D)
N89°49'12"E
1335.62'
1 1336.11'(D)
ROPOSED
xI I I EXISTING 12,
X
DRIVEWAY I
I
x CULVERT 96'te l
I II
I I oI
X
I iz�I i I I
Ii
XI Iw of I X
886.5' - - -
X
XI I I I X
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I,d N N
�ti I �1h `tiff
PROJECT BENCHMARK
SET IR&C (LB7056)
X I I x ELEVATIOND198 22.72 X 22.13
(NA
I
I I I 6)
IoN
Lci
XI °_ Lr' I L T `3 X
z0 Ix
Z i 20. 3 ACRES
-__.--____ ,.. } , .R--�--'- ,..�•+-gym-'. - .. X -.
l I X
I
XI. I I X
Ix I
30'
DRAINAGE, UTILITY,
EGRESS & INGRESS
EASEMENT x ( 30'
X DRAINAGE, UTILITY,
i EGRESS & INGRESS
EASEMENT
I I I
X I I FENCE TIE
0
X
FND I.R. (NO ID) I I X (0.7' N, 37.8' E) �- -
I ------ -- S89°59'54"W�D)
S89049'12'W
1327.87'
XI I 1328.56'(D)
LOT 5
^tiy� t
VA ANT
�F2Z ry�5.�n. �A
+++
I CERTIFIEC) T0:
RYAN &. KIM$ERLI JAY
I
DESCRIP- ION
FROM THE NORTH Y4 CORNER OF SECTION 29, TOWNSHIP 3 3 SOUTH, RANGE 38 EAST, ST. LUCIE
COUNTY, FLORIDA,iRUN SOUTH 00°22'25" EAST, 1547.71 FEET, ALONG THE 1% SECTION LINE, TO THE
POINT OF BEGINNIC G. FROM THE POINT OF BEGINNING CONTINUE SOUTH 00°22'25" EAST, 655.00
FEET; THENCE SO,TH 89°59'54 WEST, '1328.56 FEET; THENCE NORTH 01'02'01 WEST;- 655.09 FEET;
THENCE NORTH 8.„.5954" EAST, 1336:11 FEET TO THE POINT OF BEGINNING.
CONTAINING 20.03ii ACRES, MORE OR LESS.
d
�45.8'
P.
EXISTING
7ME At47, r
2
_BUILDING G co Of
FE = 25.3' N w 00 ` N
PROPOSED \ x P WAT�RE��
20' X 2A \ SERVICEGO
CONIC SLAB _
N N40
P.O.C.
NORTH 1/4 CORNER
OF SECTION 29
TOWNSHIP 36 SOUTH, /
RANGE 38 EAST; ST
LUCIE COUNTY, FLORIDA
�_� X�.
N
o '0
O CD
0
P.C.B.
FENCE TIE
(0.7' IE)
GRAPHIC SCALE
b0 60 120
( IN FEET )
I inch = 60 ft.
EXISTING /
12' X 12' / \
PUMP HOUSE
PROPOSED \
h� CARPORT
` T 1
PROPOSEDy�. PROPOSEp S+.pA0
SEPTIC SYSTEM RESIDENCE �"> �ti tS` •�. ;� ;�.'pp �p O `.v'3.'pp s
s15 So FT (SEE DETAIL) +titi ` �0 I ��. C9dF\F pF�S�p`: y'FO I
/r 40,000 + SO FT 1 PROPOSED ��.: ��. �Q. �` �D,c ,S�,,p�C, � O
6 / AVAILABLE AREA ` FFE=TBD + > A� •� O .\. ��'
tiff a (FFE=26.23' PER N >
+rye w9 LAST PERMIT) w Q \ 'u. tp /
p. NO J CNN
90 c� In
\ O 0 �
h A'` � �^, 23 a3 I o O Cp
`L•l,, `L�� :,`L$� ,.n,a0O: �0; N� 22.48 O \
PROPOSED /
COVERED ENTRY
-'�`�� RESIDENCE
z Q DETAIL
�ryti
5
9,q
+
LEGEND
A = CURVE CENTRAL ANGLE:
R = CURVE RADIUS
L, =CURVE LENGTH
MIN. S BACK REQ. �°6 = ELEVATION (TYPICAL)
FRONT IR = 5/8 IRON ROD.
SIDES CM = CONCRETE MONUMENT
CNR S DES IP = IRON PIPE
REAR' N&D = NAIL AND DISK
Z'WG P.L.S. = PROFESSIONAL LAND SURVEYOR
fi. P.S.M.= PROFESSIONAL SURVEYOR & MAPPER
P.B. PLAT BOOK
FENCE TIE R/W = RIGHT-OF-WAY
(4.6' N, G9' E) ORB = OFFICIAL RECORD BOOK
PG. = PAGE
--- NO. = NUMBER
TYP. = TYPICAL
U.E. = UTILITY EASEMENT
CHU = OVERHEAD UTILITY
Lam. = GUY WIRE
= CABLE BOX
LOT 4 = SANITARY VALVE
= BENCHMARK
VACANT d = WOOD POWER POLE
WATER VALVE
= FIRE HYDRANT
P.O.B.= POINT OF BEGINNING
.P.O.C.= POINT OF COMMENCEMENT
SURVEY NOTES
FFE FINISHED FLOOR ELEVATION -
� ELEV =ELEVATION.
0 INV = INVERT
1. This survey is not valid without a signature and original embossed seal of a Florida Professional Land Survey(r. RCP = REINFORCED CONCRETE PIPE
agent. �' - , CMP = CORRUGATED METAL PIPE
2. Description provided by client and/or their g t rn a _
3. The last date of field work was September 19, 2020. o o ® = BELLSOUTH PEDESTAL
4. Underground improvements and foundations were not located as part of this survey. U sy TOE = TOP of BANK
5. Bearings shown hereon are based on the North line lot 3 bearing North 89°49'12" East, as monumented, and c!1 bearings are 4) U rn 06 FND. = FOUND
relative thereto. = a - R&C =IRON ROD & CAP
6. Lands shown hereon were not abstracted for easements, setbacks, reservations and right-of-ways appearing in the Public -r a -8 > ± = PLUS OR MINUS
Records. N O d ^ LB = LICENSED BUSINESS
7. Property Is .existing pasture, .With Improvernents as shown. C •. C4 I N 0 = NORTH AMERICAN VERTICAL DATUM (1988)
8. Property contains 20.03 acres, more Or Ie9S. O =SETS IR &CAP LB7056
p y S Cr< y % D.E. = DRAINAGE EASEMENT
9. Ownership 0.f fences Is unknown. _ Q C C h 11 -X-= 4' BARBED WIRE. FENCE
Road Benchmark lying in Section 29, Township 36 SouU , Range 38 East With on LL R i - SQUARE FEET
T0. All elevation are based on Germany Canal y g P 9 ly a I t N s0 FT _
elevation = 23,998' North American Vertical Datum 1988 (N.A.V.D.). 0) �: HW- 4' Hoc WIRE FENCE
11. Property lies in flood zone "X per ma 12111CO250 J, dated 2/16/2012. 8 a U) WM-= WATER MAIN
P Y P P
12. Property IS Currently Vacant, with Improvements indicated. - fA Qj'• NSLRWCD= NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT
0 N SRD = STATE ROAD DEPARTMENT
Q Q a 0 = EXISTING WELL
240
DATE: 10/02/20
-
BOUNDARY & TOPOGRAPHIC SURVEY
- -
LAVENTURE & ASSOCIATES, INC.
HORIZ. SCALE. 1"=6D'
;; F •.,-
PREPARED FOR
MOVE PROPOSED WELL & SEPTIC .IR
. . . . .
PROPoseo
5/1;0/07
1. 7/9/07,
FIELD
CALLS.
RCL
RCL
11/30/06
12/1 /q5
CEIVED
SURVEYING AND MAPPING-
VERT. SCALE: N/AtoZ
JOB No. 20.0574-2
ZoADD
FFE _PROFESSIONAL
MODIFYPROPOSED RESIDENCE MODIFY VERTICAL,DF.TUM.:...__......
9/7,6/20
DRAWN.:.
..JOE...:
5/2/06.-
W- -,"--E 25 APR k J ZU11
' DATE
CHECKED
RCL
5/02/06
PETERS ROAD SUITED
RICHARD C. LAVENTURE _ _ - _
I �3 L
_:. _
..........
J FORT Pcnnittw9 Department
�fi PIERCE, FLORIDA 34945
FILE REF.
FIELD B4<. PC
FLORIDA PROFESSIONAL LAND �RVEYOR5205 -=
...._
. _
_
LB 7056 (772) 39�=5430 Phone (772) 398 b426 Fax rot, w°'county
SHEET ] OF ]
....... ...._ .. ....; 20.0574-2 os.tna/ase�4e o
zo-zeo/z m cps
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