HomeMy WebLinkAboutSURVEYCOVERED �'ROP L
PORCH l RETAINING
WALL
PROPOSED PROPOSED
RESIDENCE , FFE-8.83'
PORCH
WALL GRADING DETAIL
FLOODWAY
MEAN HIGI
WATER UN
ELEV =1.07'
(PERFDEP POINT
APPROXIMATE
FLOODWAY
& ZONE "AE-7"
DIVIDING LINE
k 12.30
S36'17'57"E / x -18.40
7.64' _�
FLOODWAY x -23.50 k
�gL 5 e�6 S188 4847"E x-23.2o k 1
+ 5188 9 5,3E
7 EDGE OF 1 .1 x -16.60 x -19.60
'2 WATER x -11.20
e � kx-21.10
PROJECT BENCHMARK m S46*35'52,"W , O� 24•30
SET IR C LB7056 28.85
ELEVA N=5.904'-,,a, ^ I S05'16'17"E x-6.10 ,�. .,T�� x-23.40
CERTIFIED TO: �• 12.01�\
RICHARD & LORRAINE LEWIS X SO4-32'3,7"E x _4.30 4 50 �) pG x -22.50
�� p + 5.00 \3 x -3.80 7
`p;sue SO
DESCRIPTION: BOCK 27 cn s o x -22 .5
N O O �\ x-21.50
(PER PLAT) S x -20.70
BEGIN AT THE NORTHEAST CORNER OF LOT 1, BLOCK 2, HIDDEN RIVER FFE= 9.15 `T.;� SA? ��\�VTGETATION
ESTATES, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT �- LINE
BOOK 18, PAGES 14 AND 14A THROUGH 148, PUBLIC RECORDS OF ST. Bry FLOODWAY1----X'IS
E C x -14.80
LUCIE COUNTY, FLORIDA, THENCE RUN NORTH 012'52" WEST 100 FEET 4' HAINLINK FENCE = tpz �' F ���\ - x-14.20
MORE OR LESS TO THE MEAN HIGH WATER LINE AS IT NOW EXISTS OF 16.6 ' ENCROACHMENT
THE NORTH FORK OF THE ST. LUCIE RIVER, RUN WEST ALONG SAID MEAN PPROXIII1111����ATE W `, VEGETA71ON x -4.90
HIGH WATER LINE FOR A DISTANCE OF 200 FEET MORE OR LESS TO A LOODWWA 11 2g0,2 LINE
THENCEPOINT ORTH SOUTHO01252WEASTST OF THE A DISTANCEHWEST OF 2300FEETROF MORE OID LOT R LESS LOP TELEPHONE POLE &D IIDING LINE ONE P. AE-S1021,4 E S�Z��0, x-.1 0
1.0' ENCROACHMENT \ A,
TO THE NORTHWEST CORNER OF LOT 1, THENCE NORTH 89'47'8" EAST L-PHONE POLE TUN ATTED 10 '46' , MEANT HIGH
T ENCROACHMEN N
ALONG THE NORTH LINE OF SAID LOT 1, FOR A DISTANCE OF 170.55 FEET a AC AGE 5 d' P. + 1 ,5 WATER LINE
• JURISDICTI EDGE OF
TO A POINT OF BEGINNING, LYING AND BEING IN SECTION 27, TOWNSHIP �� u n k ro WETLAND LI E4 z may. WATER ELEv =1.oT (NGVD)
gyp, i: ♦. _. ��O - i I _ `Li .U? RPROPNOSEC ING fW IN4 42 C U G" AGE SS FASLMENI (PERFpEP_3SISLTJio=.4�4)_
EASEMENT FOR INGRESS AND EGRESS OVER AND ACROSS TRACT "A" AS _ "A L 9 ORB 284. PG. 710
--,�� ,p -H ONE L 40 =-t % APPROXIMATE
DESCRIBED IN THE PLAT OF HIDDEN RIVER ESTATES AS RECORDED IN Z �? FLOODWAY
OFFICIAL RECORDS BOOK 18, AT PAGE 14, PUBLIC RECORDS OF ST. LUCIE m l0 11' �( w &ZONE "AE-7"
COUNTY, FLORIDA. P�
�I��\ 1.7' A- of 4.2ED 0 44.8 } N8970750'E to DIVIDING LINE
AND
O o PORCH - I 9
6 O1 PROP05 1 5• -1---PONT OF BEGINNING UNPLATTED
THE NORTH 40 FEET OF LOT 1, BLOCK 2, HIDDEN RIVER ESTATES, PROPOSED o RESIDENCE I 6' U.E: I NE CORNER OF LOT 1 ACREAGE
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 18, AT FEE =10.00 3.5' 3s' NORTH I O ZPROPas Y (PER PtA )
PAGE 14, 14A AND 14B, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, ARAGE FFE=8.83' \ /Z z3 OT I ADRIVEwA
FLORIDA. X M .7' C 1 2.2 { TRACT "A"
FLpO�'% X �- PftCH 10' U.E. g 6 Z\\
SURVEY NOTES 2oN�LOT C N89 0755' E I' 9
1. This survey is not valid without a signature and original embossed BLOCK 384 I ; LOT 'I '/p lw a PROJECT BENCHMARK LOT 1
seal of a Florida Professional Land Surveyor. (PER AT) BLOCK 2 / SET ATIPK&DISK .06'LB7BLOCK 1
2. Description from warrant deed. 1 k ELEVATION =5.06' (PER PLAT)
p y FFE= .23' OJ 1 (PER PLAT) 5.
3. The last date of field work. was August 2, 2006.(Book 06.168/44) IV I 1 VACANT / p ,O^J i /w LINE
4. Underground improvements and foundations were not located as 10' U.E. g 1 / Q N
part of this survey. (PER PLAT) $ ) r �O' O
5. Bearings shown hereon are based on the North line of Lot 1 - I 1 ✓j /x�
bearing North 89`47'08" East, as monumented. All bearings are s'I D.U.E.
relative thereto. L + PE PLAT)
6. Property lies in flood zone X & AE(7), per Flood Map 1211IC280 �_ FN12IR&C �yJ
F, dated 8/19/91. r s' u.E�� >
7. All boundary information shown is deed and. calculated unless I j (PER ZAT)' _
otherwise shown. S89'47'08"W o
8. Lands shown hereon were not abstracted for easements, setbacks, APPROXIMATE 165.07' op
reservations and right-of-ways appearing in the Public Records. 1 In r
"
9. All elevation are based on Port St. Lucie benchmark, No. 513, FLOOD ZONEZONE 'AENE X-7" I O :47'
& (V cw W
elevation =12.0T (NGVD 1929). DIVIDING LINE I I II I I!
10. Subject property cotoins 0.63 acres, more or less. I LOT 2 I Of -I
11, Water and sewer available to subject lot as proposed by Port St. I I BLOCK 2 Lo0
Lucie Utilities.
12. Subject property is vacant. (PER PLAT) IZ
FFE=8.70' TV U.E.
ZI
(PER PLAT) i W
Z
RICHARD C. LAVENTUR DATE
FLORIDA PROFESSIONAL LAND SURVEYOR # 5209
BOUNDARY SURVEY
PREPARED FOR
RICHARD & LORRAINE LEWIS
-
TASK
BY
DATE
FIELD
AB
....I .................
4/3/04
CALCS.
............
RCL
...........
4/1/04
I..........
DRAWN
.......................................
CAD
5/4/04
CHECKED
RCL
5/4/04
FILE REF.
FIELD BK./PG
04.0444.dwg
04-91 /78
i
50
FILE COPY
C)7oa--co�31 -Z,
S
GRAPHIC SCALE
50 100
( IN FEET )
1 inch = 50 ft.
200
MIN, SETBACK REQ.
FRONT
SIDES
CNR SIDES 59
REAR _3eq_-
ZNG. -
TECH.
LEGEND
A =
CURVE CENTRAL ANGLE
WOOD POWER POLE
R =CURVE
RADIUS
=
WATER VALVE
L =
CURVE LENGTH
=
FIRE HYDRANT
17.9' =
ELEVATION (TYPICAL)
U/G =
UNDERGROUND
IR&C =
5/8" IRON ROD&CAP
D.B. =
DEED BOOK
IR =
5/8" IRON ROD
ELEV=
ELEVATION
GM =
CONCRETE MONUMENT
INV =
INVERT
IP =
IRON PIPE
RCP =
REINFORCED CONCRETE PIPE
N&D =
NAIL AND DISK
CMP =
CORRUGATED METAL PIPE
P.L.S.=
PROFESSIONAL LAND SURVEYOR
a =
CONCRETE POWER POLE
P.s.M.=
PROFESSIONAL SURVEYOR & MAPPER
TOB =
TOP OF BANK
P.B. =
PLAT BOOK
FND. =
FOUND
R/W =
RIGHT-OF-WAY
IR&C =
5/8" IRON ROD & CAP
ORB =
OFFICIAL RECORD BOOK
± =
PLUS OR MINUS
PG. -
PAGE
LB =
LICENSED BUSINESS
No. -
NUMBER
RRS =
RAILROAD SPIKE
TYP. -
TYPICAL
P.O.C.=
POINT OF COMMENCEMENT
U.&D.E. =
UTILITY AND DRAINAGE EASEMENT
P.O.B.=
POINT OF BEGINNING
CHU =
OVERHEAD UTILITY
-x- =
8' CHAIN LINK FENCE
0 =
SET #5 IR&CAP LB#7056
WITH BARABED WIRE
O =
SET N&D 5209
PRM -
PERMANENT REFERENCE MONUMENT
* =
WOODEN LIGHT POLE
k ��"�
GROUND ELEVATION (EXISTING)
CM =
4"X4" CONCRETE MONUMENT
=
BENCHMARK
(1) =
SANITARY MANHOLE
NGVD =
NATIONAL GEODETIC VERTICAL DATUM
(1929)
FDEP =
FLORIDA DEPARTMENT OF ENVIRONMENTAL PROCTION
LAVENTURE & ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPING
CIVIL ENGINEERING COORDINATION
1840 SE PORT ST. LUCIE BLVD.
PORT ST. LUCIE, FLORIDA 34952
LD 7056 (772) 398-6430 Phone (772) 398-6426 Fox
SC $N�NED
St. llrip rnnnfil
DATE:
5-4-04
HORIZ.
VERT.
SCALE: 1 "=50'
SCALE:: N/A
JOB No. 03.0444
SHEET
1 OF i