HomeMy WebLinkAbout5816 Buchanan Dr - SurveyN
W
E
S
GRAPHIC SCALE
( IN FEET )
I .inch - 20 ft
NOTE: CITY WATER AVAILABLE
CERTIFIED TO:
CHO HOMES
PROJECT BENCHMARK
SET NAIL/TIN TAB (NO
EL-100.00 (ASSUMED)
DESCRIPTION:
LOTS 22 AND 23, BLOCK 9, INDIAN RIVER ESTATES UNIT 2, AS RECORDED IN PLAT
BOOK 10, PAGE 46 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SAID LAND CONTAINS 0.91 ACRES, MORE OR LESS.
SURVEY NOTES
1. THIS SURVEY IS NOT VALID WITHOUT A SIGNATURE AND ORIGINAL EMBOSSED SEAL OF A
FLORIDA PROFESSIONAL LAND SURVEYOR-
2. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR AGENT.
3. THE LAST DATE OF FIELD WORK WAS JANUARY 3, 2020.
4. UNDERGROUNDS IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART OF THIS
SURVEY.
5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT-OF-WAY LINE OF
BUCHANAN DRIVE, BEARING NOO'03'27"W, AS MONUMENTED. ALL BEARINGS ARE RELATIVE
THERETO.
6. ALL BOUNDARY INFORMATION SHOWN IS CALCULATED PER PLAT, UNLESS OTHERWISE
SHOWN.
7. PROPERTY LIES IN FLOOD ZONE "X", PER MAP 12111CO189 K. DATED 2-19-20.
B. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING
PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR
PARTIES.
9. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS. SETBACKS,
RESERVATIONS AND RIGHT-OF-WAYS APPEARING IN THE PUBLIC RECORDS.
10. ALL ELEVATIONS SHOWN ARE BASED ON AN ASSUMED DATUM.
HAN
n
LEGEND
A CENTRAL ANGLE
R = CURVE RADIUS -
L = CURVE LENGTH
(C) CALCULATED
TAN (P) PLAT
') (R) = RADIAL
FNO = FOUND
POC - POINT OF COMMENCEMENT
POB = POINT OF BEGINNING
CM = CONCRETE MONUMENT
FFE - FINISH FLOOR ELEVATION
FPL - FLORIDA POWER AND UCHT
OHU - OVERHEAD UTILITIES
PKD PK NAIL AND DISK
PA.S. = PROFESSIONAL LAND SURVEYOR
LB - UCENSED BUSINESS
P.B. PLAT BOOK
PG. = PAGE
R/W RIGHT-OF-WAY
EL ELEVATION
INV = INVERT
HDCP = HANDICAP
ALUM - ALUMINUM
CBS - CONCRETE BLOCK STRUCTURE
SF - SQUARE FEET
W - CURB INLET
® a CONTROL STRUCTURE
O = SET IRC LB 7056
Q - METAL LIGHT POLE
OQ = ATIT PEDESTAL
WOOD POWER POLE
= CONCRETE POWER POLE
C- - GUY "RE
CONC = CONCRETE
V.E. - UTIUTY EASEMENT
AS FIRE HYDRANT
D4 - WATER VALVE
M = SANITARY VALVE
pp = GAS VALVE
TOB = TOP OF BANK
ORB = OFFICIAL RECORD BOOK
PG - PAGE
CM P CORRUGATED METAL PIPE
AC. ACRES
= CATCH BASIN
O ^ PROPOSED SEPTIC TANK
® EXISTING WELL
IR q5 IRON ROD
IRC = b5 IRON ROD AND CAP
= 6' VINYL FENCE
WOOD FENCE
® = MITERED END STRUCTURE
® = DRAINAGE MANHOLE
0 - ELECTRIC SERVICE BOX
= EXISTING ELEVATIONS
—FND"PKD--___
L-
142' t�•, �. (ILLEGIBLE) =PROPOSED DRAINAGE DIRECTION
BOUNDARY SURVEY R E V I S I O N S BY DATE BY DATE
.0 LAVf ADD PROPOSED FFE
" LAVEN TURE 8c ASSOCIATES, INC. DATE '-6-20
• �O WyYN rylG v IS". ... .... .. JOE M 3/O6/20 FIELD JPH I(3/20
ADD DRIVEWAY M TEML REVISE FLOOD MAP INFO NOTE ) JOE M 16 20 CALLS qCL 1 2 20 SCALE: 1 =ZOO
':]
3 ( "' / 0. PROFESSIONAL SURVEYING AND MAPPING
BY. RICHARD C. LA TURN:B, ?m ` PREPARED FOR ADD PROPOSED DRAINAGE PLaN -
x.
y'Jv DA E .. .. ,,, ,,. JOE M 7/31 /20 DRAWN MWTI I/6/20 W E
FLORIDA PROFESSION L ! URVEYDR 5209 .... .... ... .. _. „ . CHECKED RCL i 6 20 2552 PETERS ROAD, SUITE D JOB N. 19.IB50-
G�IO HOMES "
P s a' aA¢°F .._ _.. FILE REF FIELD BK/PG FORT PIERCE, FLORIDA 34945
1220b1 GPS LB 7056 (772) 398-6430 PHONE (772) 396-6126 FAX SHEET 1 OF 1