HomeMy WebLinkAboutSurvey- MAP OF SURVEY
BOUNDARY & TOPOGRAPHIC SURVEY
OF
LOT 10, BLOCK 109, LAKEWOOD PARK, UNIT NO. 9, according to the plat thereof as recorded in Plat Book 11,
Pages 27, 27A-27D, of the Public Records of St. Lucie County, Florida. (Contains 0.27 acres)
I
I
LOT 18
BLOCK 109
RESIDENCE
WL� FF EL.=24.90
\ SEPTIC OUT OF RANGE
\ SRC 1/2'
\ LB 8006
LOT 17
BLOCK 109
2215 RESIDENCE
FF EL. 24.18
2195 SEPTIC OUT OF. RANGE 22.18
V1 / X 22.72 x 22.77 21.82
x 22.21 21.82 \
\
\
X 22.20
s..A£ S./ Sw.a'
\
GH W-
0' SUC AuT
\
21.90
\
x
17� 10
9�
�oo
B+r110CI� 109
'TG\
.(VACANT)
30.53�1
0
/
o
I
��
LOT 8
LOT 9Ig
BLOCK 109
BLOCK 109
1
RESIDENCE
Q!i Et
VACANT
NO WELLS
r
X22A6Car
-
22.00
I:
1000 SO FT
LLI
UNOBSTRUCTED
°o
A EA AVAILABLE
CD
O
.,..,,. /10 0 5.
Swµ£- Swµ�SPA,IE-
15' B.S.L
PROPOSED
30 CONC
PAD
1/
/A
je 1-8 \ \X 22.22
PROPOSE g
RESIDENC 9
MODEL1612-
�FF E ,-26'00
PROPIDSED COVERED
ENTRY/W WALK
S 8956'20' E au v
FlP 3/4' BEAPoNG BA95 b
AT SW BLOCK CORNER 829.40'(P) 82879'(M) SIRC 1/2' IX 22.33
LOT 1, BLOCK 109 LB 8006
�� ' BS'f 19.66 N 69.56'20" w
IT- NOT
INVERT 15'CMP TO SCALE TO SWAL'E-- SCALE SWALE--'
EL=19.:5 INVERT SNGD
EL=19.19 SITE BM-2
2 PENNY LANE'
BUILDING SETBACKS:
FRONT 25'
REAR 15'
SIDE 75'
CONTROLLING BENCHMARK
NGS PID D14002
PUBLISHED ELEVATION 21.33 NAVD 1988
20.83
20.91
21.34
GRAPHIC SCALE
PROPOSED
16, CONC
DRIVEWAY
i
LOT 16
BLOCK 109
RESIDENCE
FF EL=25.47
jEPTIC OUT OF RANGE
2C 1/2'
s 2301
= X 20.70-
73
y 20.75
34D OF WOOD
ENCE ON LINE
9 9.5'S.
X 21.14
I;
X 21.96 X 21.65 LOT 11
BLOCK 109
RESIDENCE
FF 0-23r6�
Lult, IL`��4lil rd:L, 1
a I°
Vim'
�
M
>-21.80'
CD
21.84
0
X
C7 X 21.93
PUBLIC R/W) 19.6't ASPHALT R
HAZARDS ACROSS STREET OUT OF RANGE
30 0 15 30
( IN FEET )
1 inch = 30 ft.
CERTIFIED TO:
WJH
JO E S, HABTR & ROLITLE INSURANCE COMPANY
JONES, HABER 8 ROLLINGS
REGIONS BANK AT
GSS SURVEYING 8 MAPPING, LLC.�61
CERTIFICATE OF AUTHORIZATION NUMBER LB 8006 a
4 UDOE OF
FLORMA
241Urv°y°1
' SeD 16.2019 411111pOA
TERRY H. DRUM PROFESSIONAL SURVEYOR AND MAPPER NO.5597
OR
HENRYA.KILBURN, PROFESSIONAL SURVEYOR AND MAPPER NO.6661
NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OR DIGITAL SIGNATURE
AND DIGITAL SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER
SURVEYORS NOTES
6.5'2 TO
SEPTIC
20.89 T 5/8'
0.42'S, 0.24'E.
X 21.11
12'
swAL n 15'CNP INVERT
SN!•D CI INVERT EL-19.60
IE BM-1 EL=19.64
2
21.24
20.99
2
1. LEGAL DESCRIPTION PROVIDED BY CLIENT. ADJOINERS SHOWN HAVE NOT BEEN SURVEYED.
2. THE EXPECTED USE OF THIS PARCEL IS RESIDENTIAL. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS BOUNDARY
SURVEY IS 1 FOOT IN 7,500 FEET.
3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAY AND/OR EASEMENTS OF RECORD.
4. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD VERIFIED BYA LICENSED
CONTRACTOR FOR CORRECT POSITION AND SEPARATION. UNDERGROUND UTILITIES OR FOOTERS HAVE NOT BEEN LOCATED.
5. THE NORTH RIGHT OF WAY LINE OF PENNY LANE IS ASSUMED TO BEAR S 89-56'20' E AND ALL OTHER BEARINGS ARE
RELATIVE THERETO.
6. ALL RIGHTS -OF -WAY SHOWN HEREON ARE OPEN TO TRAVEL UNLESS OTHERWISE NOTED.
6. ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MAP NUMBER 120111C0070J, HAVING AN EFFECTIVE DATE OF
FEBRUARY 16, 2012. THIS PROPERTY APPEARS TO LIE WITHIN ZONE X. OUTSIDE SPECIAL FLOOD HAZARD AREA
S. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND ARE REFERENCED TO U.S. SURVEY FEET.
SURVEYING AND IS NOT INTENDED TO IMPLY OR DETERMINE OWNERSHIP. THIS SURVEY DOES NOT INTEND TO DELINEATE
LOCAL AREAS OF CONCERN OR ANY OTHER JURISDICTIONAL DETERMINATION.
11. EXISTING ELEVATIONS SHOWN ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAND 88).
PERMITTING PROCESS THROUGH THE LOCAL GOVERNING
DRESS: 7002 PENNY LANE, FT. PIERCE
LEGEND
PO# 022LVVP009
-ELEVATION
FlP= FOUND IRON PIPE'NO IDENTIFICATION'
BI
=WATEµ METER
�E
=ELECTRIC
C-CALCULATED
I( I( I( X
=CHNNUNKFENCE
SITE BENCH MARK
SIRC-SET1R'IRONRODYATHCAP'LB8006'
�
FND=FOUND
.= POINTOF COMMENCEMENT
CONC=CONCRETE
=FIRE HYDRANT
XXXX
= PROPOSED ELEVATIONS
6#--zCp RVENUM2ER
gyp_
=Wppp FENCE
.= POINT OF BEGINNING
CHORD BEARING ICH=CHORD
FNBD- FOUND NNLAND DISK
SN80=SET NPJLAND DISK
=WATER VALVE
®
=RECLAIMED WATER
AIC=NR CONDITIONER
I.D.=IDENTIFICATION
-me
®
=TOPOFBMK
=PERMANENTCONTROL POINT
FF EL= FINISHED FLOOR ELEVATION
=EASTINGWELL
CM= CONCRETE MONUMENT
C DINT OF CURVATURE
TFB -TOP OF FORMBOARD
Q
0
= ELECTRIC TRANSFORMER
-me-
=TOEOFSLOPE
OINTOFTANGENCY
SF=SOUAREFOOT
=SANITARY MANHOLE
JW RIGHT OF WAY
(P)= PLAT (D)= DEED (M)=MEASURE
A
=CABLE PEDESTAL
I]
= TELEPHONE JUNCTION BOX
®-IRONROD
-amr-
=OVERHEADWIRES
F OUND IRON ROD 'NO IDENTIFICATIOM
OL=CENTERLINE EDP- EDGE OF PAVEMENT
®
®-IRONPIPE
-FOUND IRON ROD YdTN CAP
CMP= CORREGATED METAL PIPE
=CATCH BASIN
'l�'
=UGHTPOLE
-B.S.L-
=BUILDING SETBACK LINE
UPDATES and/or REMSONS BY
DATE
JOB /: 19-0183
'f'� J✓A a,
GSS Surveying and Mapping, LLC
ADDED UNOBSTRUCTED
LD
OB-12-19
DRAWN
AREA FOR °RNNFIEL°
BY. LID
(�{
SD
FADDED IN S'M FLOOR
LD
09-18-19
CHECKED BY: THD
(G'
ti '�
{ `
4620 Lipscomb Steet NEB Suite 2
RAID BOOK: FILE
Palm Bay, FL 32905
PAGE:
:• J.
FIELD DATE: 04-08-19
321-914-3978
MAY 'UP' ,UKVEY
BOUNDARY & TOPOGRAPHIC SURVEY
OF
LOT 10, BLOCK 109, LAKEWOOD PARK, UNIT NO. 9, according to the plot thereof as recorded in Plat Book 11,
Pages 27, 27A-27D, of the Public Records of St. Lucie County, Florida. (Contains 0.27 acres)
FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTDS # 56-Sr. /9° r L Well #S`3,OVJ5'
Date: 6 / 7
LOT 17
ReVleWef: BLOCK 109 LOT 16
22 t5 RESIDENCE BLOCK 109
LOT 1 FF EL=24.18 RESIDENCE
BLOCK 41.95 SEPTIC OUT OF RANGE 22.18 I FF EL=25.47
/
RESIDENCE X SEPTIC OUT OF RANGE
FF EL=24.90 X 22.72 X 22.77 21 B2
\ SEPTIC OUT OF RANGE IC LEI 22.21 21•B2 -®
\ SIRC 1/2'
\ LB 8006
\ 'X MT�
\
\
\J,f, X22.00
LOT 8
LOT 9
BLOCK 109
BLOCK 109
RESIDENCE
VACANT
21.90
O
O
O
l S 89'56'20"
E 90.00, - 7
'�
RLS 2133001
x2D.7O-
20.77
LLE-$WVf-SM
5".V£-AL4£-$.T�µ1-51, St1
-OHW
10' PUBUC UTILITY
ASEM
, en0\� �ORNNAGE EASDdENT
20.75
INN
11
W1J" '�vyy 10.0'
\\ 15' B.S.L �J %
D OF WOOD
21.4�C9. 'S LINE
PROPOSED
X 21.14
30 C
30531
d/
R
21.80'I
fw
i
�
FF EL.-23.24 NO WELLS x 22.16 I14 T�
�- \
22.00 n
LOT 10
w BLOCK 109
(VACANT)
22.00 1050 0, c I
00 STY b
Z LLJJ30.0'n
nPROPOSED PLA
-AMG.
INDUSTRY
IP W B S BEARING
0' E
AT SW BLOCK CORNER BEARING BASIS
LOT 1, BLOCK 109 829.40 (P) 828.79'(M) SIRC I/2'
1ZZ=:ZZZ:r NOT
NOT
INVERT 15'CMP TO SCALE to
EL=19.25 IN'£RT
EL.=19.19
BUILDING SETBACKS:
FRONT 25'
REAR 15'
SIDE 7.5'
CONTROLLING BENCHMARK
NGS PID D14002
PUBLISHED ELEVATION 21.33 NAVD 1988
CERTIFIED TO:
I WJH
FIDELITY NATIONAL TITLE INSURANCE COMPANY
JONES, HABER B ROLLINGS
REGIONS BANK
GSS SURVEYING & MAPPING, LLC.
CERTIFICATE_ OF AUTHORIZATION NUMBER LB 6006
20.83
20.91
1/
p 21.96 \x 22.22
/PROPOSED\
RESIDENCE
MgDEL 1612-B
PROPOSED COVERED
_ENTRY/W WALK
I X 22.33 d , Tn
19.66 N 89'56'20" W
SWAL♦- SWAL♦-- SWALE-
PROPOSED
16' CONC
DRIVEWAY
X 22.53
�pp m
?Q N
�Io a
rz
21.80' Z,
25' B.S.L
20.89
_PENNY LANE' (posted)
ST. LUCIE AVENUE plat
21.34 (55' PUBLIC R/W) 19.6't ASPHALT ROAD
HAZARDS ACROSS STREET OUT OF RANGE
GRAPHIC SCALE
30 0 15 30
( IN FEET )
1 inch = 30 ft.
N"HDate:
H. pR II1j
.nae NI
L5569T 2019.04.1
6TATEDF a =5 14:04:13
RONDA a
1111
r
TERRY H. DRUM PROFESSIONAL SURVEYOR AND MAPPER NO.5597
OR
HENRYA-KILBURN, PROFESSIONAL SURVEYOR AND MAPPER NO.6661
NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OR DIGITAL SIGNATURE
AND DIGITAL SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
SURVEYORS NOTES
X 21.96 X 21.65 LOT 11
BLOCK 109
RESIDENCE
FF EL=23.60
0
�t
M
34 O
X O X 21.93
N
RR 5/8'
0.42'S, 0.241E
X 21.11 -
laz'�A
IS'CMP
INVERT
20.79 -
21.24
20.99
3.5:1: TO_�_
SEPTIC
INVERT
EL.=19.60
1. LEGAL DESCRIPTION PROVIDED BY CLIENT. ADJOINERS SHOWN HAVE NOT BEEN SURVEYED.
2. THE EXPECTED USE OF THIS PARCEL IS RESIDENTIAL. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS BOUNDARY
SURVEY IS 1 FOOT IN 7,500 FEET.
3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAY AND/OR EASEMENTS OF RECORD.
4. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD VERIFIED BY LICENSED
CONTRACTOR FOR CORRECT POSITION AND SEPARATION. UNDERGROUND UTILITIES OR FOOTERS HAVE NOT BEEN LOCATED.
5. THE NORTH RIGHT OF WAY LINE OF PENNY LANE IS ASSUMED TO BEAR S 89'56'20' E AND ALL OTHER BEARINGS ARE
RELATIVE THERETO.
6. ALL RIGHTS -OF -WAY SHOWN HEREON ARE OPEN TO TRAVEL UNLESS OTHERWISE NOTED.
6. ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MAP NUMBER 120111COW0J, HAVING AN EFFECTIVE DATE OF
FEBRUARY 16, 2012. THIS PROPERTY APPEARS TO LIE WITHIN ZONEX, OUTSIDE SPECIAL FLOOD HAZARD AREA
8. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND ARE REFERENCED TO U.S. SURVEY FEET.
9. THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF SURVEY WAS BASED UPON THE
PROFESSIONAL OPINION OF THE REGISTERED SURVEYOR PURSUANT TO NORMAL PRINCIPALS AND PRACTICES OF LAND
SURVEYING AND IS NOT INTENDED TO IMPLY OR DETERMINE OWNERSHIP. THIS SURVEY DOES NOT INTEND TO DELINEATE
LOCAL AREAS OF CONCERN OR ANY OTHER JURISDICTIONAL DETERN
10. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT
VALID FOR ANY OTHER PURPOSE OTHER THAN INTENDED BY THE SIUN INU SUHVLYUH.
11. EXISTING ELEVATIONS SHOWN ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 198E (NAVD 88)
12 THE PROPOSED ELEVATIONS AND/OR DRAINAGE FLOW ARROWS IF SHOWN HEREON WERE PROVIDED BY THE CLIENT.
GSS SURVEYING & MAPPING, LLC TAKES NO RESPONSIBILITY FOR THEIR CORRECTNESS. THE PROPOSED ELEVATIONS ARE
SHOWN ONLY FOR THE CONVENIENCE OF THE CLIENT IN THE PERMITTING PROCESS THROUGH THE LOCAL GOVERNING
MUNICIPALITIES.
ADDRESS: 7002 PENNY LANE, FT. PIERCE
LEGEND
PO# 022LVVP009
EL ELEVATION
FIP= FOUND IRON PIPE'NO IDENTIFICATION'
III
=WATERMETER
�E
=ELECTRIC
C=CALCULATED
-al X X--1(
=CHMNUNKFENCE
SM=SITEBENCHMARK
SIRC= SET 1R' IRON ROD WITH CAPRB 8006'
/.,
v
FND UND
C#=CU VE
Cd=CURVE NUMBER
P.O.C.=POINT OF COMMENCEMENT
CONC=CONCRETE
=FIRE HYDRANT
%X.X%
=PROPOSED ELEVATIONS
&=AND
�-D--D-
=WOOD FENCE
P.O.B.= POINT OF BEGINNING
FN&D= FOUND NAIL AND DISK
�
W
-WATERVALVE
®
=RECLAIMED WATER
AIC=AIR CONDITIONER
I.D.=IDENTIFICATION
-roe-
=TOPOFBANK
CB= CHORD BEARING I CH=CHORD
SN&D=SET NAILAND DISK
®
GM= CONCRETE MONUMENT
PCP:. PERMANENT CONTROL POINT
FF EL.= FINISHED FLOOR ELEVATION
=EXISTING WELL
W
-Tae
=TOEOFSLOPE
PC=POINT OF CURVATURE
TFB=TOP OF FORMBOARD
B
=SANITARY MANHOLE
nwa
= ELECTRIC TRANSFORMER
PT =POINT OFTANGENCY
RAV=RIGHTOFWAY
SF=SQUARE FOOT
(P)=PLAT (D)=DEED (M)=MEASURE
o
CAN
=CABLE PEDESTAL
= TELEPHONE JUNCTION BOX
®-IRONROD
-axw
=OVERHEADWIRES
FIR= FOUND IRON ROD'NO IDENTIFICATION'
CIL=CENTERUNE EDP -EDGE OF PAVEMENT
®
=CATCH BASIN
=UGM POLE
®=IRONPIPE
-B.S.L-
-BUILDING SETBACK LINE
FIRC= FOUND IRON RODWITH CAP
CMP= CORREGATED METAL PIPE
UPDATES and/ar REVISIONS BY
DATE
JOB A 19-DIB3
pq`
GSS Surveying and Mapping, LLC
DRAWN BY; LD
CHECKED BY: THD
4620 Lipscomb Steet NE, Suite 2
FIELD BOOK: FILE
T3°F
`y
Palm Bay, FL 32905
PACE:
-
321-914-3978
FIELD DATE: 04 118_19
BOUNDARY & TOPOGRAPHIC SURVEY
OF
LOT 10, BLOCK 109,, LAKEWOOD PARK, UNIT NO. 9, according to the plat thereof as recorded in Plat Book 11,
FDdffifi%t'&&�ou I , of the Public Records of St. Lucie County, Florida. (Contains 0.27 acres)
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTDS #-1j5 Sr-1j1YM6 & Well #59-29 ys
Date:
Reviewer: LOT 17
BLOCK 109 LOT 16
22 t5 RESIDENCE BLOCK 101
LOT 18 FF EL=24.18 RESIDENCE
BLOCK 109 21.95 SEPTIC OUT OF RANGE 22.18 I FF EL. 25.47
/
RESIDENCE % 21.82 x 22.77 SEPTIC OUT OF RANGE
FF EL.=24.90 x22.72 21e2
\ SEPTIC OUT OF RANGE 5� 22.21 -®
\ SIRC 1/2-
LB 8006
\
\
\ems, x22.00
/
i
LOT 8 LOT 9
BLOCK 109 BLOCK 109
RESIDENCE VACANT
21.90
6
0
swwe--
1 15' B.S.L. Jam'
1 PROPOSED
1 \ 30 CONC ,,h RF /
PAD
FF EL=23.24 NO WELLS X 2216 I"1 rI
22.00
LOT 10
w
BLOCK 109
(VACANT)
o
mso L
C>1122,10
S/TT
Z
30
MPROPOM
"1 -M
1/
X21.96 \X 22.22
/PROPOSED\
RESIDENCE
MgDEL 1612-B
PROPOSED COVERED
-ENTRY/W WALK
FBPAT W B S BEARING
20' E
h
AT SW BLOCK CORNER 829.4010828.79'(M) SIRC 1/2' -
LOT 1, BLOCK 109LB 81 2 x 22.33
95'3 19.66 N 8956'20" W
IT-Tb- NOT
INVERT I5-CMP TO SCALE TOKZ SWALE- SWALE-- SWALE-
FJ. 19.15 -INVERT n _ Swar)
EL=0.19' - - SITE 13M-2
BUILDING SETBACKS:
FRONT 25'
REAR 15'
SIDE 7.5'
CONTROLLING BENCHMARK
NGS PID D14002
PUBLISHED ELEVATION 21.33 NAVD 1988
CERTIFIED TO:
PROPOSED
16, CONC
DRIVEWAY
X 22.53
-4
� I!I
6 D.
�z
$ 21.80'21
25' 8.S.L
20.89
i
RRC 1/2-
RLS 2301
x 20.70-
20.73
r " 20.75
X 21.14 Im
i 011
21.96 x 21.65 LOT 11
BLOCK 109
RESIDENCE
FF EL=23.60
CD
B4 O
X CD X 21.93
to
FIR 5/8-
8.5'S TO
SEPTIC
SWALE� 15'CMP INVERT
SN&D " - INVENT FJ_ 19.60
ITE BM-1 EL.=19.64- ' --1. 1 ---- -- - ""
20.8� _PENNY LANE' (posted)
2o.s1 ST. LUCIE AVENUE plat
21.34 (55' PUBLIC R/W) 19.6'f ASPHALT ROAD
E
HAZARDS ACROSS STREET OUT OF RANGE
GRAPHIC SCALE
30 0 15 30
( IN FEET )
1 inch = 30 ft.
WJH
FIDELITYNATIONAL TITLE INSURANCE COMPANY
Date.
JONES, HABER 8 ROLLINGS
REGIONS BANK
A��nso
�� xumye'41jITT
(�
J L5558i 2019.04.1
GSS SURVEYING &MAPPING. L-C.
CERTIFICATE OF AUTHORIZATION NUMBER L88006
=q '_ 5 14:04:13
I=.ST/,TEOF
a
°s„� FLoeiw g•°�
�IVNAL ��
TERRY H. DRUM PROFESSIONAL SURVEYOR AND MAPPER NO.697
OR
HENRY A. KILBURN, PROFESSIONAL SURVEYOR AND MAPPER NO.6661
NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OR DIGITAL SIGNATURE
AND DIGITAL SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
1q"; MwCoN&Iary�a
20.79
21.24
20.99
1. LEGAL DESCRIPTION PROVIDED BY CLIENT. ADJOINERS SHOWN HAVE NOT BEEN SURVEYED.
2. THE EXPECTED USE OF THIS PARCEL IS RESIDENTIAL. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS BOUNDARY
SURVEY IS 1 FOOT IN 7.500 FEET.
3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAY AND/OR EASEMENTS OF RECORD.
4. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD VERIFIED BY A LICENSED
CONTRACTOR FOR CORRECT POSITION AND SEPARATION. UNDERGROUND UTILITIES OR FOOTERS HAVE NOT BEEN LOCATED.
6. THE NORTH RIGHT OF WAY LINE OF PENNY LANE IS ASSUMED TO BEAR S 89*561 E AND ALL OTHER BEARINGS ARE
RELATIVE THERETO.
6. ALL RIGHTS -OF -WAY SHOWN HEREON ARE OPEN TO TRAVEL UNLESS OTHERWISE NOTED.
6. ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MAP NUMBER 120111C0070J, HAVING AN EFFECTIVE DATE OF
FEBRUARY 16, 2012. THIS PROPERTY APPEARS TO LIE WITH IN ZONE X, OUTSIDE SPECIAL FLOOD HAZARD AREA.
B. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND ARE REFERENCED TO U.S. SURVEY FEET.
9. THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF SURVEY WAS BASED UPON THE
PROFESSIONAL OPINION OF THE REGISTERED SURVEYOR PURSUANT TO NORMAL PRINCIPALS AND PRACTICES OF LAND
SURVEYING AND IS NOT INTENDED TO IMPLY OR DETERMINE OWNERSHIP. THIS SURVEY DOES NOT INTEND TO DELINEATE
OTHER JURISDICTIONAL DETERMINATION.
VALID FOR ANY OTHER PURPOSE OTHER THAN INTENDED BY THE SIGNING SURVEYOR.
11. EXISTING ELEVATIONS SHOWN ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
THE CONVENIENCE OF THE CLIENT IN THE
MAY
NOT
ADDRESS: 7002 PENNY LANE, Fr. PIERCE
LEGEND
PO# 022LWPOOS
EL. =ELEVATION
RIP FOUND IRON PIPE 'NO IDENRFICATIOW
13 -WATERMETER
�E
=ELECTRIC
C= LCDTED
--X-X I( I(
=CHAIN LINK FENCE
BM=SITE BENCHMARK
POINT
SIRC= SET IWIRON ROD WITH CAP'LB 8006'
CONC CONCRETE
=FIRE
HYDRANT
XX.XX
= PROPOSED ELEVATIONS
FND=FNUMBEROUN
-O--D-�
=WOOD FENCE
P.O.C.= OF COMMENCEMENT
P.O.B.= POINT OF BEGINNING
FNHO= FOUND NAIL AND DISK
W =WATER
VALVE
®
=RECLAIMED WATER
B=AND
A/C AIR CONDITIONER
I.D.=IDENTIFICATION
-Tae
=TOP OF BANK
CB= CHORD BEARING I CH=CHORD
SHIM SET NAIL AND DISK
®
CM = CONCRETE MONUMENT
PCP PERMANENT CONTROL POINT
FF EL: FINISHED FLOOR ELEVATION
=EXISTING
WELL
❑B
= ELECTRIC TRANSFORMER
To[
=TOE OF SLOPE
PC= POINT OF CURVATURE
PT= POINT OF TANGENCY
TFB=TOP OF FORMBOARD
SF=SQUARE FOOT
9 =
SANITARY MANHOLE
w's
RAN =RIGHT OF WAY
(P)=PLAT (D)= DEED (M)=MEASURE
CA% =CABLE PEDESTAL
= TELEPHONE JUNCTION BOX
® =1RONROO
-oxw
=OVERHEAD WIRES
FIR= FOUND IRON ROD 'NO IDENTIFICATION'
CA=CENTERUNE EDP- EDGE OF PAVEMENT
CB
97C
® =IRON PIPE
FIRC= FOUND IRON ROD WITH CAP
CMP= CORREGATED METAL PIPE
=CATCH
BASIN
=LIGHT POLE
-B.S.L.-
= BUILDING SETBACK LINE
UPDATES an0/ar REVISIONS
BY
DATE
JOB
q„i°' ;
GSS Surveying and Mapping, LLC
N BY. U3
DRAWN BC lD
4 '.
{� (� s c a
4620 Lipscomb Steet NE, Suite 2
CHECKED BY: THD
FIELD BOOK: FILE
''.
Palm Bay, FL 32905
PAGE:
321-914-3978
FIELD DATE 04-08-19