HomeMy WebLinkAboutForm Board survey(60' R/W)
15' D.M.E.
18.18
LOT 23
LOT 22
(OCCUPIED)
FFE = 24.40
S 89°48'31" W 123.73'(P&M)
PINE BURKE LANE 20' D.U.E.TRACT "B" UNPLATTED LANDSLAKE
RADIAL
50'S 89°48'31" W 123.73'(P&M)RADIALS 00°08'13" E 172.72'(P)S 89°48'31" W 134.02'(P)50'N 44°48'31" E 60.00'(P&
M)
(R
P
)
F
N
D
P
K
N
O
I
D
C
1
LOT 24
(VACANT)
TR
MESS 89°48'31" W 119.91'(M)FND 5/8" IR
NO ID
FND 5/8" IR
NO ID
ON OFF SET
FND 5/8" R&C
"NEXGEN LB 8111"
FND 5/8" R&C
"NEXGEN LB 8111"
FND 5/8" R&C
"NEXGEN LB 8111"S 00°07'13" E 172.45'(M)0.27' S, 0.05' E
I
N
C
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N
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K
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B
M
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1
8
.
6
9
B
M
E
L
1
8
.
5
1
18.19
18.17
18..10
18.19
PAVER DRIVEEP
E
P
EP18.2
18.4 19.8
18.9
18.7
18.89
CONC T/P
18.0
19.619.0
S
SATELLITE DISH
SW
A
L
E
17.4
17.4
17.3
MES
PAVER DRIVE
12" X 18" CMPINV 17.02INV 16.9616.3
16.2
16.616.7
16.3
TOETOETOETOEEDGE OF WATER
17.9 15.8
TOB TOB18.5
18.
3
18.
7
TOBTOBTOB ON PROPERTY LINE ±TOB1
8
.
3
19.
0
18.1
18.3
18.4
1
0
'
U
.
E
.BEARING BASISNO SEPTIC INTERFERENCE WITHIN 75'20.602
0
.
1
0
26
.
1
7
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30
.
2
5
'
11.
5
8
'
29
.
5
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'
19.
0
'
13.
5
0
'30.33'6.
0
'53.17'33.67'5.0'37.42'10.42'7.0'F
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5.17'12.
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'10.42'19.93'25.94'38.72'39.40'54.39'46.49'1 OF 1
20-2165
STATE OF FLORIDA (PSM)#6285
PROFESSIONAL SURVEYOR AND MAPPER
ROBERT F. KEMERSON Web Site: www.velconfl.comPORT ST. LUCIE, FLORIDA 34986590 NW PEACOCK BLVD, SUITE 8VELCON ENGINEERINGPHONE (772) 879-0477CERTIFICATE OF AUTHORIZATION NO. LB 8206& SURVEYING, LLCBOUNDARY & TOPOGRAPHIC SURVEYPREPARED FOR RJM CUSTOM HOMES, INC.LEGAL DESCRIPTION: LOT 23, TIMBERLAKE ESTATES,
ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED
IN PLAT BOOK 24, PAGE(S) 8, OF THE PUBLIC RECORDS OF
STG. LUCIE COUNTY, FLORIDA.
= DELTA OF CURVE
= RADIUS OF CURVE
= LENGTH OF CURVE
R
L
EP = EDGE OF PAVEMENT
LB = LICENSE BUSINESS
Δ
BM = BENCH MARK
(M)
(P)
= MEASURED DISTANCE
= PLAT DISTANCE
TOB = TOP OF BANK
FND = FOUND
CONC = CONCRETE
TOE = TOE OF SLOPE
C/O = CUT OUT
ABBREVIATIONS LEGEND
18.7 = SPOT ELEVATION
EL = ELEVATION
ID = IDENTIFICATION
PK = PARKER KALON NAIL
IR = IRON ROD
FFE = FINISH FLOOR ELEVATION
C/ST = CONCRETE STOOP
CMP = CORRUGATED METAL PIPE
D.U.E.= DRAINAGE AND UTILITY EASEMENT
EOW = EDGE OF WATER
U.E.= UTILITY EASEMENT
PSM = PROFESSIONAL SURVEYOR AND MAPPER
RP = RADIUS POINT
T/P = TRANSFORMER PAD
= FLOW ARROW
ADDRESS: 1530 PINEBURKE LANE
FORT PIERCE, FL.
NOTES:
SUBJECT TO ANY APPLICABLE EASEMENTS,
RIGHTS-OF-WAY, OR OTHER RESTRICTIONS OF RECORD.
A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE
BY THIS OFFICE.
ELEVATIONS ARE IN FEET AND RELATED TO ST LUCIE
COUNTY BENCHMARK NAME C-25-6, HAVING A PUBLISHED
ELEVATION OF = 5.7250 METERS, ADJUSTED TO 18.783
(FEET) NAVD 1988.
BEARINGS SHOWN HEREON ARE BASED UPON A PLATTED
MERIDIAN, ALONG THE CENTERLINE OF PINE BURK LANE,
HAVING A BEARING OF N 44°48'31" E. ALL OTHER
BEARINGS ARE RELATIVE THERETO.
PROPERTY LIES IN F.I.R.M. ZONE "X", IN A NON PRINTED
PANEL, AS PER MAP NUMBER 12111C0160J, DATED 2/16/12.
FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOOD
INSURANCE RATE MAPS.
IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR
DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN
THE SIGNING PARTY, IS PROHIBITED WITHOUT WRITTEN
CONSENT OF THE SIGNING PARTY.
THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE
NOT SHOWN ON THIS SURVEY, THAT MAY BE FOUND IN
THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND
MAPPER.
LEGAL DESCRIPTION FROM WARRANTY DEED RECORDED IN
OFFICIAL RECORDS BOOK 4222, PAGE 1315, ST. LUCIE
COUNTY PUBLIC RECORDS.
COORDINATES WERE ESABLISHED BY GLOBAL
NAVIGATION SATELLITE SYSTEM (GNSS) USING REAL
TIME KINEMATICS (RTK) USING FLORIDA DEPARTMENT OF
TRANSPORTATION - FLORIDA PERMANENT REFERENCE
NETWORK (FDOT-FPRN), WITH REDUNDANCY OF
MEASUREMENTS PERFORMED. HORIZONTAL ACCURACY IS
0.03 FOOT PLUS OR MINUS.
THE EXPECTED USE OF THE SURVEY AND MAP IS
RESIDENTIAL.
ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD
WITH THE UNITED STATES STANDARD USING FEET.
ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE
FORMAT OF DEGREES, MINUTES AND SECONDS.
LOT CONTAINS 24,898 SQUARE FEET.
PUBLIC WATER AVAILABLE.
BOUNDARY & TOPOGRAPHIC SURVEY FIELD DATE: 08-26-20.
FORMBOARD SURVEY FIELD DATE: 07-20-21.
CERTIFIED TO: GREGORY AND TRACY SHAPARD;
RJM CUSTOM HOMES, INC.; PRIME TITLE
SERVICES; FIRST FEDERAL BANK.
CURVE CHART
C1
R= 50.00' (P&M)
Δ= 77°00'00" (P&M)
L= 67.20' (P&M)
R/W = RIGHT OF WAY
R&C = ROD & CAP
C1 = CURVE INFORMATION
D.M.E.= DRAINAGE MAINTENANCE EASEMENT
INV = INVERT
MES = MITERED END SECTION
TR = TELEPHONE RISER
COV/P = COVERED PATIO
CS = CONCRETE SLAB
ST = SEPTIC TANK
PROP = PROPOSED
WS = WATER SERVICE
MIN = MINIMUM
N:\Projects\2020\20-2165 RJM Homes - Pineburke\20-2165 BNDY FB.dwg, 7/21/2021 9:45:48 AM, AutoCAD PDF (General Documentation).pc3