HomeMy WebLinkAboutSurvey0
9
0 •0
LEGEND & ABBREVIATIONS
A
ARC LENGTH
A/C
AIR CONDITIONER
BM
BENCHMARK
C
CALCULATED FROM FIELD MEASUREMENTS
C/L
CENTERLINE
CM
CONCRETE MONUMENT
CONIC
CONCRETE
DEG OR
DEGREE
ELEV
ELEVATION WELL OUT
FFE
FINISHED FLOOR ELEVATION OF RANGE
FND
FOUND 18.56
ID
IDENTIFICATION NUMBER
IP
IRON PIPE
IR
IRON ROD
IRC
IRON ROD & CAP
LB
LICENSED BUSINESS
LS
LICENSED SURVEYOR
M
MEASURED DATA
MON
MONUMENT
N&C
NAIL AND CAP
NAVD
NORTH AMERICAN VERTICAL DATUM
NGVD
NATIONAL GEODETIC VERTICAL DATUM
NO OR #
NUMBER
NTS
NOT TO SCALE
OHP
OVERHEAD UTILITIES
ORB
OFFICIAL RECORDS BOOK
P
PLAT DATA
PG(S)
PAGE(S)
PLS
PROFESSIONAL LAND SURVEYOR
POB
POINT OF BEGINNING
POC
POINT OF COMMENCEMENT
PRM
PERMANENT REFERENCE MONUMENT
PSM
PROFESSIONAL SURVEYOR AND MAPPER
R
RADIUS
RLS
REGISTERED LAND SURVEYOR
R/W
RIGHT-OF-WAY
®
WATER METER
&
AND
@
AT
A
DELTA
0
UTILITY POLE
SITE PLAN
LOCATED IN ST. LUCIE COUNTY, FLORIDA
25' drainage & utility easement
—
OHP — OHP --- OHP — OHP — _
N 86057'16" W OHP — OHP — OHP — OHP — OHP ON — OHP —
OT
- —= 0-Hp _ OHP — OHP — yP OHP
150.2300' 1
13,16 150.26' N 86057X1 "
25' drainage & utility easement — x — �3'
16,26----—-__
FND S/8"IRC
LS #2391 x
I
x
X
I
16,93
I
x
I
x
WOOD AND �/x
WIRE FENCE
x
I
LOT4
PINBHOLLOW UNIT TW
OCCUPIED
FFE =19.7
19.
O
Z I< cn
Z �w I o
D =
r- Im
WI'FSI?OV24LW
X �6,-48 —
LOTS
IPINE HOLLOW UNIT TWO
VACANT
/ x 16,00 i
GREEN AREA 35.2'
—29-- 14.3' COVERED 17.0'
PROPOSED I N PORCH
� 1s.o� ^'
DRAINFIELD �18.7507' o
-
+-560 SO FT
�18 PROPOSED
X
16,12 1 x48 55,79 25' drainage & utility easement
- —- OHP — OH—
OHP —
x 13.4 x 13,35
16.44
14
1 ,66
I
I
PROPOSED WELL
& WATER LINE
rn
—x—-x W -4 x 18,52 I
FND 5/8"IRC
LS #2391
16.59
LB # 4286
FND NAIL & DISK
LB # 4286
BENCHMARK
ELEV.=16°34'
of 1 STORY CBS
I SEPTIC I o RESIDENCE
AREA FFE=19.85'
�_18.'0 7.0' 8.0' S, 2 14.6
11.3' 11.3' a , as
`x 16,17
-- � 0000 CONCRETE
29.0' N �-4 DRIVE
14.3' 1 54
34.9' ? 108 4 a
COVERED 12.5' 45.1'
ENTRY 13.5'
I
x 15.77 21
I
0
I
x 16.34 o
° I
' I
25' drainage & utility easement
6,56
FND 5/8"IRC
LS #2391
30' drainage & utility
easement
LOT2
PINEHOLLOW UNIT TWO
VACANT
TOP OF BANK
FND NAIL & DISK
LS #2391
BENCHMARK
ELEV. =16.17
A150.1531'—
R970.0000'
D8052'09.17" 12.0', 15,59
CIL PINE NEEDLE DRIVE CONCRETE LS#4971L&DISK
60' RM 20' ASPHALT g 15,26 15,16 15.63 OD 6 31 _
o '30
R1000.0000_ —
AD8035' 51.26" — — 1 A 1 8817'
— — R 1000. 0000' — —
-- x 1-6,A�}�4----- --
A '150. 0560'
15.73
5.84 FND NAIL & DISK
LB # 4286
C? y
O A1A �Z
M n
9, � b b P
NTS
ORANGE AVENUE
O
Plco RD x O
EDWARDS RD.
SITE �°�
O%KvF 712 WHITE CITY ROAD
o�
A,A
PRIMA MSTA BLVD.
LOCATION MAP
NOT TO SCALE
STREET ADDRESS
10603 PINE NEEDLE DRIVE, FORT PIERCE, FLORIDA 34945
LEGAL DESCRIPTION
LOT 3, PINE HOLLOW UNIT TWO, ACCORDING TO THE MAP OR
PLAT THEREOF AS RECORDED IN PLAT BOOK 38, PAGE 10,
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
CONTAINING 1.16 ACRES +/-
GENERAL NOTES
1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS
RESIDENTIAL.
2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS
NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR &
MAPPER.
3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE
SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED
SURVEYOR & MAPPER.
4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE
EAST LINE OF LOT 3, HAVING A BEARING OF S00'19'47"E, AS
RECORDED IN PLAT BOOK 38, PAGE 10, PUBLIC RECORDS, SAINT
LUCIE COUNTY, FLORIDA.
5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY
IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP,
COMMUNITY PANEL NO. 12111 C 0170 J, EFFECTIVE DATE
FEBRUARY 16, 2012.
6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL
DATUM (NAVD) OF 1988.
7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED
STATES STANDARDS, IN FEET AND DECIMALS THEREOF.
8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE
BEEN LOCATED AND SHOWN HEREON.
9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT
BEEN LOCATED ON THIS SURVEY.
10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND
FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF
OTHERS.
11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS
OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD,
OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY
ACT DEEDS.
12. THE LAST DATE OF FIELD WORK WAS MAY 25, 2020.
SCANNED
NAIL & DISK <Df `� n�L
LS#2391
GLOBAL POSITIONING SYSTEM (GPS) NOTES
1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING
CARLSON BRX-6, 372 CHANNEL GNSS ATHENA, WITH ATLAS L-BAND
RECEIVER.
� 100570240 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED
CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING
MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT.
3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED
USING CARLSON SURVEY 2018.
4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS
SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA
ADMINISTRATIVE CODE (F.A.C.) 5J-17-051.
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DRAWN BY, CA
CHECKED BY, CA
DATE, JANUARY 02, 2021
HDRIZONTAL SCALE,
1'=20'
NOT VALID WIT HE SIGNATURE
AND ORKIFIJA� f+t%} RIDA
LICE;,'�,5b .....o•• R.
F
CHARLES ARNOLD
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA UC SE NO. 4 1
d
PRI D DATE
SHEET I OF 1
PROJECT NO. 20-548
WI'FSI?OV24LW
X �6,-48 —
LOTS
IPINE HOLLOW UNIT TWO
VACANT
/ x 16,00 i
GREEN AREA 35.2'
—29-- 14.3' COVERED 17.0'
PROPOSED I N PORCH
� 1s.o� ^'
DRAINFIELD �18.7507' o
-
+-560 SO FT
�18 PROPOSED
X
16,12 1 x48 55,79 25' drainage & utility easement
- —- OHP — OH—
OHP —
x 13.4 x 13,35
16.44
14
1 ,66
I
I
PROPOSED WELL
& WATER LINE
rn
—x—-x W -4 x 18,52 I
FND 5/8"IRC
LS #2391
16.59
LB # 4286
FND NAIL & DISK
LB # 4286
BENCHMARK
ELEV.=16°34'
of 1 STORY CBS
I SEPTIC I o RESIDENCE
AREA FFE=19.85'
�_18.'0 7.0' 8.0' S, 2 14.6
11.3' 11.3' a , as
`x 16,17
-- � 0000 CONCRETE
29.0' N �-4 DRIVE
14.3' 1 54
34.9' ? 108 4 a
COVERED 12.5' 45.1'
ENTRY 13.5'
I
x 15.77 21
I
0
I
x 16.34 o
° I
' I
25' drainage & utility easement
6,56
FND 5/8"IRC
LS #2391
30' drainage & utility
easement
LOT2
PINEHOLLOW UNIT TWO
VACANT
TOP OF BANK
FND NAIL & DISK
LS #2391
BENCHMARK
ELEV. =16.17
A150.1531'—
R970.0000'
D8052'09.17" 12.0', 15,59
CIL PINE NEEDLE DRIVE CONCRETE LS#4971L&DISK
60' RM 20' ASPHALT g 15,26 15,16 15.63 OD 6 31 _
o '30
R1000.0000_ —
AD8035' 51.26" — — 1 A 1 8817'
— — R 1000. 0000' — —
-- x 1-6,A�}�4----- --
A '150. 0560'
15.73
5.84 FND NAIL & DISK
LB # 4286
C? y
O A1A �Z
M n
9, � b b P
NTS
ORANGE AVENUE
O
Plco RD x O
EDWARDS RD.
SITE �°�
O%KvF 712 WHITE CITY ROAD
o�
A,A
PRIMA MSTA BLVD.
LOCATION MAP
NOT TO SCALE
STREET ADDRESS
10603 PINE NEEDLE DRIVE, FORT PIERCE, FLORIDA 34945
LEGAL DESCRIPTION
LOT 3, PINE HOLLOW UNIT TWO, ACCORDING TO THE MAP OR
PLAT THEREOF AS RECORDED IN PLAT BOOK 38, PAGE 10,
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
CONTAINING 1.16 ACRES +/-
GENERAL NOTES
1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS
RESIDENTIAL.
2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS
NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR &
MAPPER.
3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE
SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED
SURVEYOR & MAPPER.
4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE
EAST LINE OF LOT 3, HAVING A BEARING OF S00'19'47"E, AS
RECORDED IN PLAT BOOK 38, PAGE 10, PUBLIC RECORDS, SAINT
LUCIE COUNTY, FLORIDA.
5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY
IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP,
COMMUNITY PANEL NO. 12111 C 0170 J, EFFECTIVE DATE
FEBRUARY 16, 2012.
6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL
DATUM (NAVD) OF 1988.
7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED
STATES STANDARDS, IN FEET AND DECIMALS THEREOF.
8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE
BEEN LOCATED AND SHOWN HEREON.
9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT
BEEN LOCATED ON THIS SURVEY.
10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND
FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF
OTHERS.
11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS
OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD,
OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY
ACT DEEDS.
12. THE LAST DATE OF FIELD WORK WAS MAY 25, 2020.
SCANNED
NAIL & DISK <Df `� n�L
LS#2391
GLOBAL POSITIONING SYSTEM (GPS) NOTES
1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING
CARLSON BRX-6, 372 CHANNEL GNSS ATHENA, WITH ATLAS L-BAND
RECEIVER.
� 100570240 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED
CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING
MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT.
3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED
USING CARLSON SURVEY 2018.
4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS
SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA
ADMINISTRATIVE CODE (F.A.C.) 5J-17-051.
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DRAWN BY, CA
CHECKED BY, CA
DATE, JANUARY 02, 2021
HDRIZONTAL SCALE,
1'=20'
NOT VALID WIT HE SIGNATURE
AND ORKIFIJA� f+t%} RIDA
LICE;,'�,5b .....o•• R.
F
CHARLES ARNOLD
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA UC SE NO. 4 1
d
PRI D DATE
SHEET I OF 1
PROJECT NO. 20-548
LOCATION MAP
NOT TO SCALE
STREET ADDRESS
10603 PINE NEEDLE DRIVE, FORT PIERCE, FLORIDA 34945
LEGAL DESCRIPTION
LOT 3, PINE HOLLOW UNIT TWO, ACCORDING TO THE MAP OR
PLAT THEREOF AS RECORDED IN PLAT BOOK 38, PAGE 10,
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
CONTAINING 1.16 ACRES +/-
GENERAL NOTES
1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS
RESIDENTIAL.
2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS
NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR &
MAPPER.
3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE
SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED
SURVEYOR & MAPPER.
4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE
EAST LINE OF LOT 3, HAVING A BEARING OF S00'19'47"E, AS
RECORDED IN PLAT BOOK 38, PAGE 10, PUBLIC RECORDS, SAINT
LUCIE COUNTY, FLORIDA.
5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY
IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP,
COMMUNITY PANEL NO. 12111 C 0170 J, EFFECTIVE DATE
FEBRUARY 16, 2012.
6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL
DATUM (NAVD) OF 1988.
7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED
STATES STANDARDS, IN FEET AND DECIMALS THEREOF.
8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE
BEEN LOCATED AND SHOWN HEREON.
9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT
BEEN LOCATED ON THIS SURVEY.
10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND
FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF
OTHERS.
11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS
OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD,
OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY
ACT DEEDS.
12. THE LAST DATE OF FIELD WORK WAS MAY 25, 2020.
SCANNED
NAIL & DISK <Df `� n�L
LS#2391
GLOBAL POSITIONING SYSTEM (GPS) NOTES
1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING
CARLSON BRX-6, 372 CHANNEL GNSS ATHENA, WITH ATLAS L-BAND
RECEIVER.
� 100570240 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED
CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING
MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT.
3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED
USING CARLSON SURVEY 2018.
4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS
SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA
ADMINISTRATIVE CODE (F.A.C.) 5J-17-051.
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❑ O n O
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«00
DRAWN BY, CA
CHECKED BY, CA
DATE, JANUARY 02, 2021
HDRIZONTAL SCALE,
1'=20'
NOT VALID WIT HE SIGNATURE
AND ORKIFIJA� f+t%} RIDA
LICE;,'�,5b .....o•• R.
F
CHARLES ARNOLD
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA UC SE NO. 4 1
d
PRI D DATE
SHEET I OF 1
PROJECT NO. 20-548
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DRAWN BY, CA
CHECKED BY, CA
DATE, JANUARY 02, 2021
HDRIZONTAL SCALE,
1'=20'
NOT VALID WIT HE SIGNATURE
AND ORKIFIJA� f+t%} RIDA
LICE;,'�,5b .....o•• R.
F
CHARLES ARNOLD
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA UC SE NO. 4 1
d
PRI D DATE
SHEET I OF 1
PROJECT NO. 20-548
DRAWN BY, CA
CHECKED BY, CA
DATE, JANUARY 02, 2021
HDRIZONTAL SCALE,
1'=20'
NOT VALID WIT HE SIGNATURE
AND ORKIFIJA� f+t%} RIDA
LICE;,'�,5b .....o•• R.
F
CHARLES ARNOLD
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA UC SE NO. 4 1
d
PRI D DATE
SHEET I OF 1
PROJECT NO. 20-548