HomeMy WebLinkAboutTOPO .pdfBOUNDARY SURVEY
LEGAL DESCRIPTION:
(Supplied by Client)
LOT 46 IN BLOCK 50, INDIAN RIVER
ESTATES UNIT 7, ACCORDING TO THE PLAT
THEREOF AS RECORDED IN PLAT BOOK
10, PAGE 75, OF THE PUBLIC RECORDS OF
ST, LUCIE COUNTY, FLORIDA,
ABBREVIATIONS:
SET = SET 5 8" IRON REBAR WITH
YELLOW CAP MARKED "PSM5543
FD = FOUND 5/8 IRON REBAR
[PC,
RIGHT OF WAY
MEASURED
PLATTED
= CALCULATED
= RADIUS OF CURVE
L = LENGTH OF CURVE
D= DELTA OF CURVE
FIFE = FINISHED FLOOR ELEVATION
OH -OH -OH- = OVERHEAD WIRES
X-X-X- = CHAINLINK FENCE
[� = PLASTIC FENCE
0-0-0- = WOOD FENCE
CONC. = CONCRETE
C.P.= CONCRETE PAD
COV.= COVERED
��tk v�'k6
12,59' 11,5'
A - A (NOT TO SCALE) k\o5
0
Ln
Y 00
U N
O
i
m ..
"' W
CV L-
CD
J
SURVEYORS NOTES:
CD,
1, UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HEREON,
2, ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS OTHERWISE SHOWN,
CD r 3, NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS
OTHERWISE SHOWN,
4, THIS SITE LIES WITHIN FLOOD INSURANCE RATE MAP ZONE X MAP#
12111CO281 J DATED: 2-16-12,
5. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR
N AND IS PROVIDED AS A COURTESY, THE FLOOD ZONE SHOULD BE VERIFIED
BY A DETERMINATION AGENCY,+
6, BEARINGS SHOWN HEREON ARE BASED ON THE CENTER LINE OF
BIRCH DRIVE AS BEING N00'00'00"E ACCORDING TO THE PLAT
DESCRIBED HEREON.
7, P,U.D.E. DENOTES PUBLIC UTILITIES AND DRAINAGE EASEMENT,
U.E. DENOTES UTILITY EASEMENT,
8, THE ACCURACY OF THIS SURVEY IS PREMISED ON THE EXPECTED USE OF
THE SURVEY, THE EXPECTED USE / PURPOSE OF THIS SURVEY IS HOME
CONSTRUCTION, ACCURACY=1 FOOT IN 7,500 FEET OR BETTER,
9, ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY ANYONE OTHER THAN
CITY DATER THE SIGNING SURVEYOR IS PROHIBITED WITHOUT WRITTEN CONSENT,
DRAINAGE PLAN
DRAINAGE PROPOSED k�o1 = EXISTING ELEVATION
AND EXISTING
ALL ELEVATIONS SHOWN HEREON ARE BASED ON
NORTH AMERICAN VERTICAL DATUM OF 1988(N.A,V.D.'88) ao \
LOT 45 BLOCK 50
FIFE = 19.18
SET 11 W*00'00" E 125.00'
0
0
r-
° SET
M \1 M
x \b• —rtI\r o �� o
k42.98 x\o9 `� \oti \oa `� x\�� 25.28'
\oti x\y� kn
kn Q 56.74'
k 1 STORY CONC, BLOCK CONC.
-2111' F,F,E, = 19,03 DRIVEWAY
a
� ,
CD 00' to 5.30
_r
\O� 3.27 4.64'
AX
33.03' 9.99' " x\��
3.90
W
hk O " 0
CD
\� k k \0eyk
O
CD
Z � w
k\1 O
k\�
^ CORNER \0
k
METER 1 %
kti I CATCH
m B BASIN
O
O
O
\ham
REVISION - 2/19/21 - FINAL TOPO
REVISION - 5/27/20 - FORM BOARD TIE IN
00"00'00"E
51,97'
125.00'
80' R/W - 20' ASPHALT ROAD
HOWARD STREET
Certified to
5313 BIRCH DRIVE
SCALE:1 "=30'
Atlantic Land Designs
of the Treasure Coast, LB7468
754 NE Jensen Beach Blvd, Jensen Beach, FL 34957
Mailing Address:
P.O. Box 1421 Jensen Beach, FL 34958
ALD5543@gmail.com (772) 398-4290
DATE: 8-2 — 1 9
DRAWN: SW\JC
2019-0638
DATE:
REVISIONS
12 22 19
PLOT PLAN
2/26/20
adjust FFE to health department
LAST FIELD DATE:2/12/21
4101§
FD NAIL
DISK
12
r
IIA
Ili
/ I
FD IRON
ROD
SITE BENCHMARK Y PAINTED
IN ROAD ELEVATION = 16,40
s Homes of Northwest Florida, Inc,
II hereby certify lhot the survey sho*n hereon is true and correct
and is based on ocluol measurements token in the field.
C��TILI Cq\
::::t SM 5543
Digitally signed by James A. Cesiro Jr.
James A. Cesiro Jr. th, C, mez A. its AL.,o=Atl-ficg,, Land -U nso
the TC, Inc., ou,email=ALD5543@g maiLcom, -US
Date: 2021,02,1909: 16: 10-05'00' �` STA'I E OF'
NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC F
SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL RFD �� I—