HomeMy WebLinkAboutSURVEYSMINIMUM BUILDING
SETBACKS
MAR 24 2005
F [uc;;e County Public Works
PERMIT INFORMATION:
CERTIFIED TO:
BUILDERS FIRST SOURCE
DESCRIPTION
COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION 11; THENCE N89132'37"W FOR
25.00 FEET TO THE WESTERLY RIGHT OF WAY OF KINGS HIGHWAY (S.R. 713); THENCE ALONG
SAID WESTERLY RIGHT OF WAY N00013'53"W FOR 679.62 FEET TO THE POINT OF BEGINNING;
THENCE LEAVING SAID RIGHT OF WAY N90000'00"W FOR 1172.39 1=EET; THENCE S00009'27"E
FOR 63'.97 FEET; THENCE S8903.2'37" A -FOR-19S.16 FEET; THENCE-N00°09"7"W FOR 1278.00
FEET; THENCE N89044'38"E FOR 1366,71 FEET TO THE SAID WESTERLY RIGF: r OF WAY OF
KINGS HIGHWAY (S.R. 713); THENCE ALONG SAID WESTERLY RIGHT OF WAY S00013'53"E FOR
644.59 FEET TO THE POINT OF BEGINNING.
CONTAINS 22.9962 ACRES, MORE OR LESS
SURVEY NOTES
1. This survey is not valid withcut a signature and original embossed Seal of a Floridc
Professional Land Surveyor.
2. Description proviUed by client cnd/or their agent.
:3. The last date of field work was March 22, 2005.(Book 05.120/65)
4. Underground improvements and foundations were not located cs part of this survey.
5. All boundary information shown is plot and calculated unless otherwise shown.
6. All elevations are based on the National Geodetic Vertical Datum (NGVVD) of 1929.
7. Land shown hereon were not abstracted for easements, setbacks; reservations and
right—of—ways appearing in the Public Records.
RIC-iARD C. LAVENTURE, FLORIDA P.L.S. #5209 DATE
C
•
SPECIFIC PURPOSE SURVEY
PREPARED FOR
BUILDERS FIRST SOURCE -
•
-REVISIONS -
BY
DATE
FORMBOARD SURVEY
FORMBOARD SURVEY
JPb
JPH
2/10/05
3/23/05
BY
DATE
MELD
TCF
1/31/05
CALCS.
MH
1/06/05
DRAWN
JPH
1/31/05
C-IECKED
RCL
2/01/05
FILE REF.
FIELD BK/PG
04.0461
NOTES
z
�Cf)
zJ G')
5
O.B.
)UTHEAST CORNER
- SECTION 11
•
GRAPHIC SCALE
( IN FEET) ^.-----'—'----
I inch =
20' it.
LEGEND
=
CENTRAL ANGLE
R =
CURVE RADIUS
L =
CURVE LENGTH
(C) =
CALCULATED
(P) =
PLAT
FND =
FOUND
DST =
OPEN SPACE TRACT
FFE. =
FINISH FLOOR ELEVATION
FP&L =
FLORIDA POWER AND LIGHT
CHU =
OVERHEAD UTILITIES
N&O =
NAIL AND DISK
P.L.S.=
PROFESSIONAL LAND SURVEYOR
LB =
LICENSED BUSINESS
P.B. =
PLAT BOOK
PC -
POINT OF CURVATURE
R/W —
RIGHT—OF—WAY
D.E. =
DRAINAGE EASEMENT
P,U.E. =
PRIVATE UTILITY EASEMENT
`S =
SEWER MANHOLE
A =
IRRIGATION VALVE
® =
CATCH BASIN
0 =
FNC #5 IR & CAP 1,B#6711
0 =
CABLE BOX
0 =
LAMP POST
® =
WATER METER
Q =
BELLSOUTH SERVICETOWER
rQ, =
WOOD POWER POLE
(—' =
GU" WIRE
CONC =
CONCRETE
L.M.E.=
LAKE MANAGEMENT EASEMENT
U&DE =
UTILITY & DRAINAGE EASEMENT
=
F,P.&L.TRANSFORMER
?% =
GROUND ELEVATION
=
CLEAN OUT
D4 =
WATER VALVE
=
FIRE HYDRANT
ELEV. =
ELEVATION
IR&C =
#5 IRON ROD & CAP
IR =
IRON ROD
SCANNE",
BY
St. Lucie County
vsUl- 07/7
LAVENTURE & ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPING
CIVIL ENGINEERING COORDINATION
1840 SE PORT ST. LUCIE BLVD.
PORT ST, LUCIE, FLORIDA 34952
LB 7056 (772) 398-6430 Phone (772) 398-6426 Fox
DATE; 1-31-05
SCALE: 1'-100'
JOB —No. 04.0481
SHEET �, OF 1
FDATE:04-20-0,5
1=100'
N/A
-003
SHEET 1 OF 1