HomeMy WebLinkAboutFORM BOARDS TIE IN SURVEYTRACT PA-1
PRIVATE NATURE PRESERVATION AREA a
FND 5/8.0 18 & C , FND 4 X 4 CM
W/ M.R.A. F-048 S38.26'16"E 71.66 NO ID C`
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LEGAL DESCRIPTION
LOT D, HARBOUR RIDGE PLAT NO. 4, ACCORDING TO
THE PLAT THEREOF ON FILE IN THE OFFICE OF THE
CLERK OF THE CIRCUIT COURT IN AND FOR ST. LUCIE
COUATY, FLORIDA, RECORDED ;N PLAT B30K 214,
PAGES 19, 19A THROUGH 19D.
m FNU
PS•L ^4049 & C
CArv� NSPAD 155.12'
_ ,E.E M" N44'01 10 W GRAPHIC SCALE
-- CONCRETE CURB
FND 5/8'0 IB & C I �WV
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W/ P.C.P. 1552
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109s5 (GXF) Na4•o1•io'w I inch = 30 ft.
Date of field survey:
-- 0611512017
AC ACRE CHO CHORD EDP EDGE OF PAVEMENT I & E INGRESS & EGRESS EASEMENT N & TT NAIL & TIN TAB P PLAT PRO PRORATED T TANGENT
A/C AIR CONDITIONER GONG CONCRETE EOW EDGE OF WATER INV INVERT N & W NAIL & WASHER PB PLATBOOK R RADIUS TCE TEMPORARY CONSTRUCTION EASEMENT
ALUM ALUMINUM CBS CONC. BLOCK STRUCTURE EM ELECTRIC METER IB IRON BAR NAVD NORTH AMERICAN VERTICAL DATUMN PCC POINT OF COMPOUND CURVATURE RAD RADIAL TOO TOP OF BANK
ANC ANCHOR CM CONCRETE MONUMENT ES ELECTRIC SERVICE IP IRON PIPE NGVD NATIONAL GEODETIC VERTICAL DATUM PC POINT OF CURVATURE RRS RAILROAD SPIKE TOE TOE OF SLOPE
APPROX APPROXIMATE CNR COULD NOT READ ELEV ELEVATION IB & C IRON BAR .& CAP NO ID NO IDENTIFICATION PI POINT OF INTERSECTION RNG RANGE TWP TOWNSHIP GRAPHIC SCALE
AVE AVENUE CPP CONCRETE POWER POLE �tJCL ENCLOSURE IP & C IRON PIPE & CAP NTS NOT TO SCALE POB POINT OF BEGINNING RLS REGISTERED LAND SURVEYOR TRANS TRANSFORMER
BST BELLSOUTH TELEPHONE BOX CDR CORNER X 17.00 EXISTING ELEVATION L ARC LENGTH NAD NORTH AMERICAN DATUM FOG POINT OF COMMENCEMENT RCP REINFORCED CONCRETE PIPE TYP TYPICAL
BLK BLOCK COV COVERED FT FEET LE LANDSCAPE EASEMENT ORB OFFICIAL RECORD BOOK POE POINT OF ENCROACHMENT R/W RIGHT OF WAY UDE UTILITY & DRAINAGE EASEMENT 20 0 10 20
BLVD BOULEVARD CMP CORRUGATED METAL PIPE FIELD MEASUREMENT LB LICENSED BUSINESS NUMBER O/S OFFSET PRC POINT OF REVERSE CURVATURE SS SANITARY SEWER UE UTILITY EASEMENT
BLDG BUILDING CVG CONCRETE VALLEY GUTTER FNC FENCE LP LIGHT POLE OHW OVERHEAD WIRE PT POI' ' TANGENCY SECT SECTION U/G UNDERGROUND
BM BENCHMARK D DEED FIFE FINISHED FLOOR ELEVATION M & W MAG NAIL & WASHER PG PACE _. PP POW 'OLE SET I.B. SET 5/8 IRON BAR & CAP #4049 VF VINYL FENCE
CAN CABLE TELEVISION BOX D/F DRAINFlELD FH FIRE HYDRANT MAG MAG NAIL PK PARKER-KALON NAIL PUE PRIVAfE UTILITY EASEMENT SET MAG SET MAG NAIL & WASHER W49 WF WOOD FENCE
C CALCULATED DE DRAINAGE EASEMENT FPL FLORIDA POWER & LIGHT ME MAINTENANCE EASEMENT PK & TT PARKER-KALON NAIL & TIN TAB PLS PROFESSIONAL LAND SURVEYOR S/T SEPTIC TANK WM WATER METER
CB CATCH BASIN DRAINAGE FLOW FND FOUND MH MANHOLE PK at W PARKER-KALON NAIL & WASHER a PROPERTY UNE S/W SIDEWALK WV WATER VALVE ( IN FEET )
A CENTRAL ANGLE ESMT EASEMENT GOVT GOVERNMENT MHWL MEAN HIGH WATER LINE PVMT PAVEMENT PROP PROPOSED S/F SQUARE FEET WPP WOOD POWER POLE
CIF CHAINDNK FENCE EOC EDGE OF CONCRETE HSE HOUSE MF METAL FENCE PRM PERMANENT REFERENCE MONUMENT 9 17.00 PROPOSED ELEVATION S/D SUBDIVISION 0 DIAMETER 1 inch = 20 ft.
NOTES:
1. PROPERTY ADDRESS: 12774 NW MARINER COURT NOT VALID WITHOUT THE SIGNA ►URE AND THE 1. Survey of description as furnished by Client.
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED 2• Lands shown hereon were not abstracted for easements and/or
2. CERTIFIED T0: rights —of —way of record.
SURVEYOR AND MAPPER. J. All bearings are referenced to the centerline of NW Mariner Court,
—BURIN CUSTOM HOMES LLC platted as N44'01'10"W, all others being relative thereto.
' STEPHEN J. BROWN INC 4• Elevations shown hereon are relative to North American Vertical
Datum of 1988, and are based on benchmark F016 .
5. There are no above ground encroachments, unless otherwise shown.
6. The National Flood Insurance Program designation as indicated on
the F.E.M.A. Map No. 12111CO406J . dated 0211612012 .
_ locates the parcel in Zone )(, base flood elevation NIA feet; subject
subject to any scaling and interpolation factors associated with mapping of this
accuracy. This data is an inter retation by the surveyor and is provided
as a courtesy. The flood zones) should be verified by a determination agency.
7. Underground foundations & utilities not located unless shown.
8. The expected use of the survey and map is for residential.
STEPHEN J. BROWN E IONAL SURVEYOR AND MAPPER 9. All measurements are in accordance with the United States standard, in feet.
REGI Ot�NO4C49, STATE OF FLORIDA 10. 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.
1&)► - 035Z
REVISIONS
BY
SITE PLAN
S.J.B.
12/14/2017
FORM BOARDS TIE—IN
04/13/2018
R.F.C.
FORM BOARDS TIE—IN
07/10/2018
R.F.C.
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DATE
06 15 2017
SCALE
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JOB NO.
1033-30-17
SHEET
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TRACT PA-1
PRIVATE NATURE PRESERVATION AREA
FND 5/8"0 IB & C FND 4 X 4 CM
W/ M.R.A. F-048 S38'26'16"E 71.66' NO ID S33'46'07"E
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LOCATION MAP
LEGAL DESCRIPTION
LOT D, HARBOUR RIDGE PLAT NO. 4, ACCORDING TO
THE PLAT THEREOF ON FILE IN THE OFFICE OF THE
CLERK OF THE CIRCUIT COURT IN AND FOR ST. LUCIE
COUNTY, FLORIDA, RECORDED IN PLAT BOOK 24,
PAGES 19, 19A THROUGH 19D.
i FNO P/ "0 IB & C
W/ 4049
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LANDSCAPED ISLAND yj D P C P W 552
7-0V (F)
AC
ACRE
CHO
CHORD
EDP
EDGE OF PAVEMENT
I & E
INGRESS & EGRESS EASEMENT
N & TT
NAIL & TIN TAB
A/C
AIR CONDITIONER
CONIC
CONCRETE
EOW
EDGE OF WATER
INV
INVERT
N & W
NAIL & WASHER
ALUM
ALUMINUM
CBS
GONG. BLOCK STRUCTURE
EM
ELECTRIC METER
IB
IRON BAR
NAVD
NORTH AMERICAN VERTICAL DATUMN
ANC
ANCHOR
CM
CONCRETE TON MEN
MONUMENT
ES
ELECTRIC SERVICE
IP
IRON PIPE
NGVD
NATIONAL GEODETIC VERTICAL DATUM
APPRO%
APPROXIMATE
CNR
COULD NOT READ
ELEV
ELEVATION
IB & C
IRON BAR &CAP
NO ID
NO IDENTIFICATION
AVE
AVENUE
CPR
CONCRETE POWER POLE
ENCL
ENCLOSURE
& C
IRON PIPE &CAP
NTS
NOT TO SCALE
BST
BELLSOUTH TELEPHONE BOX
CDR
CORNER
k 17.00
EXISTING ELEVATI
LON
ARC LENGTH
NAD
NORTH AMERICAN DATUM
BLK
BLOCK
GOV
COVERED
FT
FEET
LE
LANDSCAPE EASEMENT
ORB
OFFICIAL RECORD BOOK
BLVD
BOULEVARD
CMP
CORRUGATED METAL PIPE
FIELD MEASUREMENT
LB
LICENSED BUSINESS NUMBER
O/S
OFFSET
BLDG
BUILDING
CVG
CONCRETE VALLEY GUTTER
FNC
FENCE
LP
LIGHT POLE
OHW
OVERHEAD WIRE
BM
BENCHMARK
D
DEED
FFE
FINISHED FLOOR ELEVATION
M & W
MAG NAIL & WASHER
PG
PAGE
CAN
CABLE TELEVISION BOX
D/F
DRAINFIELD
FH
FIRE HYDRANT
MAG
MAG NAIL
PK
PARKER—KALON NAIL
C
CALCULATED
DE
DRAINAGE EASEMENT
FPL
FLORIDA POWER & LIGHT
ME
MAINTENANCE EASEMENT
PK & TT
PARKER—KALON NAIL & TIN TAB
CB
CATCH BASIN
DRAINAGE FLOW
FND
FOUND
MH
MANHOLE
PK & W
PARKER—KALON NAIL & WASHER
A
CENTRAL ANGLE
ESMT
EASEMENT
GOVT
GOVERNMENT
MHWL
MEAN HIGH WATER LINE
PVMT
PAVEMENT
CLF
CHAINLINK FENCE
EOC
EDGE OF CONCRETE
HSE
HOUSE
MF
METAL FENCE
PRM
PERMANENT REFERENCE MONUMENT
1. PROPERTY ADDRESS: 12774 NW MARINER COURT
2. CERTIFIED TO:
—RUBIN CUSTOM HOMES, LLC
P
PLAT
PB
PLATBOOK
PCC
POINT OF COMPOUND CURVATURE
PC
POINT OF CURVATURE
PI
POINT OF INTERSECTON
POB
POINT OF BEGINNING
POC
POINT OF COMMENCEMENT
POE
POINT OF ENCROACHMENT
PRC
POINT OF REVERSE CURVATURE
'T
POI ' TANGENCY
PP
POI_ POLE
PUE
PRIVATE UTILITY EASEMENT
PLS
PROFESSIONAL LAND SURVEYOR
R
PROPERTY LINE
PROP
PROPOSED
• 17.00
PROPOSED ELEVATION
NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
STEPHEN _J_.BROWN, INC
STEPHEN J. BROWN, PROFrSANAL SURVEYOR AND MAPPER
REGISTRATIC 4649, STATE OF FLORIDA
GRAPHIC SCALE
30 60
( IN FEET )
1 inch = 30 ft.
120
Date of field survey.
0611512017
PRO PRORATED T TANGENT
R RADIUS TICE TEMPORARY CONSTRUCTION EASEMENT
RAD RADIAL TOB TOP OF BANK
RRS RAILROAD SPIKE TOE TOE OF SLOPE
RNG RANGE TTOWNSHIP GRAPHIC SCALE
RLS REGISTERED LAND SURVEYOR TRANSA TRANSFORMER
RCP REINFORCED CONCRETE PIPE TYP TYPICAL
R/W RIGHT OF WAY UDE UTILITY & DRAINAGE EASEMENT 20 0 10 20
SS SANITARY SEWER UE UTILITY EASEMENT
SECT SECTION U/G UNDERGROUND
SET I.B. SET 5/8 IRON BAR & CAP #4049 VF VINYL FENCE
SET MAG SET MAG NAIL & WASHER #4049 WF WOOD FENCE
S/T SEPTIC TANK WM WATER METER
S/W SIDEWALK WV WATER VALVE ( IN FEET )
S/F SQUARE FEET WPP WOOD POWER POLE
S/D SUBDIVISION ♦ DIAMETER 1 inch = 20 ft.
NOTES:
1. Survey of description as furnished by Client.
2. Lands shown hereon were not abstracted for easements and/or
rights —of —way of record.
3. All bearings are referenced to the centerline of NW Mariner Court,
platted as N44'01'10"W, all others being relative thereto.
4. Elevations shown hereon are relative to North American Vertical
Datum of 1988, and are based on benchmark F016 .
5. There are no above ground encroachments, unless otherwise shown.
6. The National Flood Insurance Program designation as indicated on
the F.E.M.A. Map No. 12111CO406J , dated 0211612012 .
locates the parcel in Zone X , base flood elevation NIA feet; subject
subject to any scaling and interpolation factors associated with mapping of this
accuracy. This data is an interpretation by the surveyor and is provided
as a courtesy. The flood zone(s) should be verified by a determination agency.
7. Underground foundations & utilities not located unless shown.
8. The expected use of the survey and map is for residential.
9. All measurements are in accordance with the United States standard, in feet.
10. 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.
REVISIONS
BY
SITE PLAN
12/14/2017
S.J.B.
FORM BOARDS TIE-IN
04/13/2018
R.F.C.
FORM BOARDS TIE-IN
07/10/2018
R.F.C.
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R.F.C.
CHECKED
S.J.B.
DATE
06 15 2017
SCALE
1" = 30'
JOB NO.
1033-30-17
SHEET
ONE
OF ONE SHEETS