HomeMy WebLinkAboutBoundary Survey 12-16-20l•G2-
PERMIT #
/
LEGEND
OF SURVEY ABBREVIATIONS
/
A
DELTA ANGLE KW,
HEAD WALL
/ <
A/C
AIR CONDITIONER
LENGTH
AVG,
AVE7L.
AVAGE M
LIGHT.
MEASURED E
3 /
' �-
\
B•H,
>�
HEARING BASE KK
BASELINE
MANHOLE
V 10 /
R�gP�t 21
\
AWL
K MN&D
MEANHIGHWATER LINE
V1Py
P�
/
ILK.
BLVD.
H.S I
BLOCK
BOULEVARDUDINGS N.
BUILDING SETBACK
MAIL 4 DISK
NORTH
M�PN
O
/
\
C,
LINE �,
CURVE
NUMBER
V
C.B.
N.IC,
CHORD HEARING
NOT INCLUDED
C,B,S.
O,H•W,
CSTRUCTURE ONCRETE BLOCK
OVERHEAD WIRES
PAGE
\
D.
PPG
.K,
CHORD DISTANCE P.
PARKER KALON NAIL
PLAT
C.
CENTERLINE
LINK FENCE P,Q
C.P,
POINT OF VATURE
PERMANENT (CONTROL POINT
\
C.D.CHAIN
,
CHORD DISTANCE
POINTSECTION
\\
C.M.
C.M.P.
CONCRETE MONUMENT P:�
CORRUGATED METAL PIPE
LINE
^�
C,R.0
P
COUNTY ROAD M. ROAD
POWER METER
BEGINNING
CT,
P.O.0
COURT PRC
POINT OF COMMENCEMENT
POINT OF REVERSE CURVE
CDR
CONCRETE SLAT
D
PAA
QED R PROP,
T REFERENCE MONUMENT
PROPOSED
Cc�
\
DEP
DEPARTMENT OF RD.B. DEEDDODK RAD,
RADIAL DR RADIUS
Pyti�vp
/"
TAL PROTECTIONS.
ROADWAY
�\p� p�Optii`I
•
P �V O
\
DIST.
DNR
DISTANCE SEC,
DEPARTMENT OF SQ.FT,
TH
SECTION
SQUARE FEET
/
y���y by ti / ' / FND.I.R.
\
DR,
NATURAL RESOURCES S.R.
DRIVE
STATE ROAD
OST.
"�''pp
p Z'kV p/ /
\
E.
EAST STA,
STREET
STATION
/ toF ti' \ ELEC, ELEL4n 1. CTRICAL ENT STRUC, STRUCTURE
\ 'I� F� / EL, ELEVATION SUB SUBDIVISION
T.B.M, TEMPORARY BENCH MARK
� ' \ j F.F. V FINISHED FLOOR TELE, TELEPHONE
l� / ® \ a FNA FOUND TOPO TOPOGRAPHTJID. TOP OF ICAL
FPL
FIF RLIRIDMiIYPOVETR L LIGHTDRANTR, TRACT
I.P.
IJIRON PIPE UV& D UTILITY (& DRAINAGE
lip. ROD
INVERT U.R, UNREADABLE
g \ \ ' �� , I(IO GOVERNMENT
C WEST
/gyp• / \ CA GOVERNMENT WV WATER METER
GR, GRADE WV WATER VALVE
�j GND, GROUND '—s COMBINED LOTS
/ CS 1 JP . �o /V `'��tP `� l� ZONE Hz. HIGH POINT
PORCH
EL.-5.7'
\ ZONE AE_> \
\ EL=4.0 Y LOT 33 \
VACANT
\ APPROXIMATE
\ FLOOD LINE
PER FEMA
\ s LOT 34 \
(� PROP05ED
1 STORY \
\ \ J 1912� \ \
\ � F.F.EI_. 0.1 \ /
\\ T 35
OCOGUPIEDocq
41 /
/
\ \ \ PAVER / \ v�1 F GUU
DRIVE / � 1 /
N48'01'06'E 34.90'
\ \ \
\
L-2
\/
\
NG4'32'01'E 17.GO'
\ j
L-3
\
N45'38'31'E 14.19'
\
\
L=37.95'
\ FN
R=313.00'N.R.
\
A=G'56'48'
\ j
CB=549'0G'55'W
CD=37.93'
\ /
G-2
\ /
L=52.05'
\ /
R=G07.00'
\ /
A=4'54'48"
G8=N49'30'19'E
CD=52.04'
/
THIS SURVEY MAP AND REPORT OR COPIES THEREOF AREA
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER,
WILLIAM E. HAY RST awT>D -
rROrmaalONwL r Aria a R & U"Fina
MORtaw RMGIATRATIO I -TO 4410 i
ALL OF LOT 34
RIVERPOINTE AT THE 5AND5 — PHA5E
ACCORDING TO THE PLAT THEREOF AS RECORDED
IN PLAT BOOK 43, PAGE 1G OF THE PUBLIG
RECORDS OF 5T. LUCIE GO.. FLORIDA. SAID LANDS
LYING IN 5T. LUCIE CO., FLORIDA.
CONTAINING 0.24 ACRES MORE OR LE55
SURVEY NOTES:
1. LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR RIGHTS —OF —WAY AND/OR EASEMENTS OF
RECORD.
2. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW
NAMED INDIVIDUALS.
3. LEGAL DESCRIPTION SUPPLIED BY CLIENT.
4. SQ. FT. OF HOUSE (IF SHOWN) SUPPLIED BY
CLIENT.
5. NO STRUCTURES OR UTILITIES THAT ARE BENEATH
iHE' SURFACE HAVE BEEN LOCATED.
6. ALL SET CAPS LABELED PSM L.B. 8351 ARE
SUPPORTED WITH AN 18" LONG #5 REBAR.
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.
ALL FOUND "X" CUTS ARE IN THE ROAD CURB.
7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED
UNLESS OTHERWISE NOTED.
8. BEARING BASED ON THE WEST PROPERTY LINE
9. ORIGINAL NATIONAL GEODETIC SURVEY PID
AF6527 PUBLISHED ELEVATION BM:5.80' NAVD 88.
10. ELEVATIONS (IF SHOWN) HEREON ARE BASED ON
BN#2 N.A.V.D. (1988), UNLESS OTHERWISE NOTED.
CAELE EL-4.15 \
NOTE: NOTES 9 AND 10 ARE BASED ON A SURVEY
COMPLETED BY SS SURVENG AND MPPINGJOB NUMBER 21 G 0754 A D�DATED 06 A29 20�21 `C
cut ti� �/ \
�' / \ CERTIFIED TO:
14DANIEL AND STEPHANIE DELULIO
/ \ COMPLETE CONSTRUCTION AND DE51GN
/SN+D \
r
0..�J / \ \
Y� \ 51TE PLAN NOTES,
11 COUNTY WATER + SEWER AVAILABLE FOR THIS PARCEL.
2- A DRIVEWAY MAXIMUM SLOPE 15 NOT TO EXCEED A 107_ GRADE
��� 31 FIRST FLOOR ELEVATION ESTABLISHED WITHOUT A HEALTH DEPARTMENT PERMIT.
4, PROPOSED DRAINAGE PLAN DESIGNED TO MEET FLORIDA BUILDING CODE, RESIDENTIAL REQLAREMENT5.(R401.3)
5. ALL SLOPES AROUND THE PROPOSED STRUCTURE ARE NOT TO EXCEED THE MAXIMUM ALLOWABLE SLOPE GRADE OF 44
6, WHEN A CULVERT 15 REQUIRED THE INVERTS ARE TO BE SET BY PUBLIC WORKS DEPARTMENT AND WILL BE DETERMINED AT STAKE AND GRADE.
7+ ALL STORMWATER RUNOFF 15 NOT TO IMPACT THE ADJACENT PROPERTIES AND MUST MEET A MINIMUM OF 1Z LONGITUDINAL SLOPE OR OTHERWISE ACCEPTED.
81 PLOT PLANS ARE NOT TO 6E USED FOR GONSTRUGTION LAYOUT PU
RPOSES WITHOUT APPROVED BUILDING PERMITS.
SURVEY TYPE: FLOOD ZONE:
EFFECTIVE DATE: 12/4/12
u BOUNDARVSITE DATE: REVISIONS: BY: PNL NO.: 12061C
KMA Engineering & Surveying, LLC DRAWN BY- KED Y, 0 INDICATES EXISTING ELEVATION
W.E.H. 12-16-21 REVISE F.F. PER COUNTY ILJELK,Q INDICATES PROPOSED ELEVATION
W.E.H. M INDICATES AS -BUILT ELEVATION
ELEVATIONS ARE FOR CALC,
Consulting Engineer's & Surveyors FIELD BOOK: 394 THERESARE ONOYWELLS OR SEPTICS
234514th Ave. Suite 3 Vero Beach, Fl. 32960 PAGE No- 40 SHOWIN 100' OF PROPERTY UNLESS
KMAPhone: (772) 569-6680 Fay: (772) 770-3446 E-Mail: survey@kmafl.com FIELD DATE: 5 03 21
SCALE: 1 "=20'
UNGI EER1M3 & SURVEYING Certificate of Authorization Number: L.B.8351 Joe No: 21--2674
INDICATES LOT DRAINAGE
LIVING AREA 2,257sa,ft,
LOT AREA 10,216sa,ft,