HomeMy WebLinkAboutSURVEY SETBACK REQUIREMENTS14.15-243-0020-000-ci
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FRAME
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LEGEND
A
13F SURVEY
ABBREVIATIONS
LENGTH
DELTA ANGLE
L.
.I41.(5-'2q•�^y,.'�^C�(��,(�,.••C�00-,-
A/C
AVE.
AIR CO
AVENUE DITIDNER
µT
MEA UREDE
.)
"
AVG
AVERAGE
M.H.
MANHOLE
-
H.H.
BEARING BASE
MH.V.L.
MEAN HIGH WATER LINE
H.M.
BENCH MARK
MDN
'MONUMENT
DLK.
BLOCK -
MILD
NAIL L DISK
BLVD.
BOULEVARD
N. `
NORTH
C.
CURVE
ft
, NUMBER
C%R
CHORD HEARING
N.M
NOT INCLUDED
C.LS:
CONCRETE BLOCK
OH.V.
OVERHEAD WIRES
FIND LR. NORTH LINE OP THE SOUTHEAST Y4 OF THE SOUTHWEST
a
STRUCTURE
Cl/DR➢ DISTANCE
PG..
PAGE
N Y4 OF THE SOUTHEAST Y4 OF THE NORTHWEST
!
CENTERLINE
p,K.
PARKER XALON NAIL
l+�rtP... O 5 S.,
C.LF.
CHAIN LINK FENCE
P.
P.6
PLAT
' POINT OF CURVATURE
q r
4' G LF
C.D.
CHORD DISTANCE
P:CP.
PERMANENT CONTROL POINT
CONCRETE MONUMENT - PI• POINT OF INTERSECTION
28.2' 10 1' 0.8'5, .C.M.P. CORRUGATED METAL PIPE P.L. PROPERTY LINE
O q 0.0'W. SONG. CONCRETE P.N. POWER METER
w C.R. COUNTY ROAD I y POLE r� PA$ 'POINT OF U
BARN a CT. COACT PA.C. POINT OF CONFIE CDMMENCECEHENT
C/S CONCRETE SLAB
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PORC
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4` PLANK r
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'WIRE FENCE rN,. 0 I I ti - I�6. FENCE 3
OA �_I.O'E..
`i FND. LR.
Fo.
0. 5. ! I 150.00' I I
! s LE55 THE SOUTH 40 FEET
50 0' � � Y I \ l O I � � L/ 50.0' 50 0, I 151 qG' �1, . 3
SOUTH LINE OF THE NORTHWEST YI — d2 C 80' R/W i 24.5- PAVEMENT
CDR. CORNER PRC POINT DF REVERSE CURVE
B. DEED P.R.K PERMANENT REFERENCE MONUMENT
D.B. DEED HOOK PROP.. PROPOSED
'�Q; POWER POLE
BET, DEPARTMENT OF
ENVDBNfITIAL PROTECTION RAM RADIAL OR RADIUS
DIST. ➢ISTANCE S. RIGHT OF WAY
INYt DEPARTMENT OF S. m SOUTH
�' SECTION
NATURAL RESOURCES SQUARE FEET
DR. DRIVE S.W
E. EAST S.R. STATE Ron
ST. STREET
EASE EASEMENT
ELECTRICAL STR STATION
ELEC. S STRUCTURE
EL. ELEVATION
E.6V. EDGE OF WATER - SUB. SSUBDIVISION
T•H.M. TEMPORARY BENCH MARK
FF. FINISHE➢ FLOUR
. FND. FOIIN➢ TELE. TELEPHONE
T.09. TOP OF HANK
'a FIRE HYDRANT
FP.L. FLORIDA, POWER L LIGHT - TOM TOPDGRAPHICAL
TR. TRACT
- IP. IRON PIPE -
I.R. IRON ROD TWSP. TOWNSHIP
INV' INVERT U L D UTILITY L DRAINAGE
PH FOUND NAIL UIL, UNREADABLE.
GOV'T GOVERNMENT V. VEST
OR. GRADE cm WATER METER
GLAD. GROUND WV WATER VALVE
HDRIL HORIZONTAL COMBINED LEFTS
H.P. HIGH P0111T
H.V. HEAD WALL
LEGAL DESCRIPTION,
THE WEST 50 FEET OF THE SOUTHEAST Y4 OF
THE 5OUTHWE5T 3/4 OF THE SOUTHEAST Y4 OF THE
NORTHWEST 3/4. LE55, THE SOUTH 40 FEETI AND
THE EAST 50 FEET OF THE WEST 100 FEET OF
THE 5OUTHEA5T Y4 OF THE 50UTHWE5T Y4 OF
THE SOUTHEAST Y4 OF THE NORTHWEST Y4. LE55
THE SOUTH 40 FEETI AND.
THE EAST 50 FEET OF THE WEST 150 FEET OF
THE SOUTHEAST Y4 OF THE SOUTHWEST Y4 OF
THE 5OUTHEA5T Y4 OF THE NORTHWEST Y4. LE55
THE SOUTH 40 FEET,,
ALL SITUATE, LYING AND BEING IN SECTION 18.
TOWNSHIP 34 SOUTH. RANGE 40 EAST. ST. LUCIE
COUNTY, FLORIDA.
CONTAINING 1.01 ACRES MORE OR LE55
SURVEY NOTES: -
1. LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR RIGHTS —OF —WAY AND/OR EASEMENTS OF .
RECORD.
J
2. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW
�Y
NAMED INDIVIDUALS
3. LEGAL DESCRIPTION SUPPLIED BY CLIENT.
0z
4. SQ. FT. OF HOUSE (IF SHOWN) SUPPLIED BY
CLIENT.
5. NO STRUCTURES OR UTILITIES THAT ARE
BENEATH THE SURFACE HAVE BEEN LOCATED. ..
IL
8. ALL SET CAPS LABELED PSM WEH 4416 ARE
SUPPORTED WITH AN 18" LONG #5 REBAR
Q r+
ALL FOUND CAPS ARE A 5/8" ROD WITH A CAP
AS LABELED ON SURVEY.
ALL FOUND REBAR ARE A 5/8" ROD UNLESS
OTHERWISE NOTED.
7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED
W LC9
UNLESS OTHERWISE NOTED.
m
8. ORIGINAL IRC BM: DOT A-3 EL.=18.41' NAVD
9. ELEVATIONS (IF SHOWN) HEREON ARE BASED
i-
ON N.A.V.D. (1988), UNLESS OTHERWISE NOTED.
10. THE EXPECTED USE OF THE SURVEY AND MAP
IS RESIDENTIAL.
11. ALL MEASUREMENTS ARE IN ACCORDANCE WITH
'THE UNITED STATES STANDARD, IN FEET.
12. 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.
13. DATE OF FIELD WORK 10/9/17
o.o•
CERTIFIED TO: '
DAVID f DEBRA CROWE
RECEIVED
MAR '01 2018
5(. Lucie County, Permitting.