HomeMy WebLinkAboutFormBoardEXISTING
0 WELL
LOT
t ,Z),, bo
S,L 1000
Dot iO
A TO,
SITE PLAN NOTES -
Is COUNTY WATER + SEWER NOT AVAILABLE FOR THI5
PARCEL.
2- A DRIVEWAY MAXIMUM SLOPE 15 NOT TO EXCEED A
107. GRADE
3- FIRST FLOOR ELEVATION ESTABLISHED WITHOUT A
HEALTH DEPARTMENT PERMIT.
4- PROPOSED DRAINAGE PLAN DESIGNED TO MEET
FLORIDA BUILDING CODE. RESIDENTIAL
REQUIREMENT5.CR401.3)
5. ALL SLOPES AROUND THE PROP05ED STRUCTURE
ARE NOT TO EXCEED THE MAXIMUM ALLOWABLE SLOPE
GRADE OF 4,1
G, 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 5TORMWATER RUNOFF 15 NOT TO IMPACT THE
ADJACENT PROPERTIES AND MUST MEET A MINIMUM OF
1Z LONGITUDINAL SLOPE OR OTHERWISE ACCEPTED.
8l PLOT PLANS ARE NOT TO BE USED
FOR GON5TRUGTION LAYOUT PURPOSES
WITHOUT APPROVED BUILDING PERMITS.
OCCUPIED
F.F.EL.=21.2
I
LEGEND
A
OF SURVEY ABBREVIATIONS
HEAD WALL
DELTA ANGLE
H.W.
A/C
AIR CONDITIONER
L.
LENGTH
AVE.
AVENUE
7Q(
LIGHT POLE
AVG.
AVERAGE
M.
MEASURED
BH.
HEARING BASE
M.H.
MANHOLE
i
BASELINE
M,H,W.L.
MEAN HIGH WATER LINE
H.M.
BENCH MARK
MON.
MONUMENT
ELK.
BLOCK
N&D
NAIL 6 DISK
BLVD.
BOULEVARD
N.
NORTH
H.S.L.
BUILDING SETBACK LINE
No,
NUMBER
C.
CURVE
N.IC,
NOT INCLUDED
C.B,
CHORD BEARING
O.H.W.
OVERHEAD WIRES
C.B.S.
CONCRETE BLOCK
PG.
PAGE
D
STRUCTURE
CHORD DISTANCE
P.K.
PARKER KALON NAIL
CENTERLINE
P.
PLATP.C.
C.L.F.
CHAIN LINK FENCE
POINT OF CURVATURE
C.D.
CHORD DISTANCE
P.C.P.
PERMANENT CONTROL POINT
C.M.
CONCRETE MONUMENT
P
POINT OINTERSECTION
C.M.P.
CORRUGATED METAL PIPE
P,I
L,
PROPERTY LINE
C
CONCRETE
P M,
POWER METER
CAaR..
COUNTY ROAD
P.D.B.
POINT OF BEGINNING
CT,
COURT
P.M.C.
POINT OF COMMENCEMENT
C/S
CONCRETE SLAB
PRC
POINT OF REVERSE CURVE
CUR.
CORNER
P.R.M.
PERMANENT REFERENCE MONUMENT
D.
DEED
PROP.
PROPOSED
D.B.
DEED BOOK
CU.)
POWER POLE
DEP
DEPARTMENT OF
RAD.
RADIAL OR RADIUS
ENVIRONMWAL PROTECTION
R/W
RIGHT OF WAY
DIST.
DISTANCE
S.
SOUTH
DNR
DEPARTMENT OF
SEC.
SECTION
NATURAL RESOURCES
SOFT,
SQUARE FEET
DR.
DRIVE
S.R.
STATE ROAD
E.
EAST
ST.
STREET
ESMT.
EASEMENT
STAB
STATION
ELEC.
ELECTRICAL
STRUC,
STRUCTURE
EL.
ELEVATION
SUB.
SUBDIVISION
E.O.W.
EDGE OF WATER
T,B.M,
TEMPORARY BENCH MARK
FND
F.F.
FINISHED FLOOR
TELE.
TELEPHONE
FND.
FOUND
T.O.H.
TOP OF BANK
FND IR 589°40'00T 59.50' 1/2' IP
i7
FPL
FIRE HYDRANT
FLORIDA POWER
TOPO.
TR.
TOPOGRAPHICAL
TRACT
0.4'N
I.P.
6 LIGHT
IRON PIPE
TWSP.
TOWNSHIP
I.R.
IRON ROD
U 6 D
UTILITY 6 DRAINAGE
INV.
INVERT
U.R.
UNREADABLE
IRR,
IRRIGATION
W.
WEST
GOV'T
GOVERNMENT
®
WATER METER
GR,
GRADE
WV
WATER VALVE
GND.
GROUND
COMBINED LOTS
FND IR`
0.2'5
BELL5OUTH�,
BOX
9.2_
-SET TBM
ON PK
EL =19.57'
N89040'00"W
59.50'
MATANZA S AVE.
C 70' R/W ) 18' PAVEMENT
0
n
N
L17
c-1
CC!
0
0
FND 1/2' IF
0.7'N. 0.9'W
EXISTING
® WELL
LOT 2
OCCUPIED
F.F.EL.=20.G'
EXI5TING
STRUCTURE
F
�__o
2' SEPTIC
TANK LID5
4.
11%02'
I -Cif' 1
_j
70
HORZ. HORIZONTAL
H.P. HIGH POINT
LEGAL DESCRIPTION, ALL OF LOT 3, BLOCK C
HARMONY HEIGHT5
ACCORDING TO THE PLAT THEREOF A5 RECORDED
IN PLAT BOOK 8. PAGE 38 OF THE PUBLIC
RECORDS OF 5T. LUCIE CO.. FLORIDA.
CONTAINING 0.21 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 THE SURFACE HAVE BEEN LOCATED.
6. ALL SET CAPS LABELED PSM WEH 4416 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.
7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED
UNLESS OTHERWISE NOTED.
8. BEARING BASE ON THE EAST LINE OF LOT 3.
9. ORIGINAL IRC BM: SHELL EL.=19.12' NAVD 88
10. ELEVATIONS (IF SHOWN) HEREON ARE BASED
ON N.A.V.D. (1988), UNLESS OTHERWISE NOTED.
CERTIFIED T®:
JEFF GEORGE JR.
W
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LSJLU
U;
.2/-073�v
THIS SURVEY MAP AND REPORT OR COPIES THEREOF ARE SURVEY TYPE: FLOOD ZONE: X
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED, BOUNDARY/SITE: DATE: REVISIONS: BY. EFFECTIVE DATE: 2/16/12
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, PNL NO.: 12111CO160J
K.MA En ineerin & Surve In LLC CHECKED BY: W.E.H. 1/20/21 ADD WATER METER SMD® INDICATES EXISTING ELEVATION
v �0 INDICATES PROPOSED ELEVATION
Surveying, DRAWN BY: SMD 4/12/21 REMOVED PROP WELL PER CLIENT LEH 1150-1 INDICATES AS -BUILT ELEVATION
ELEVATIONS ARE FOR CAL.C,
Consulting Engineers & Surveyors FIELD BOOK: 389 8/27/21 REV. PER CO. LETT. SMD THERESES AREONOYWELLS OR SEPTICS
PAGE NO. WITHIN 100' OF PROPERTY UNLESS
2345 14th Ave. Suite 3 Vero Beach, Fl. 32960 2rf4 1 1/19/22 FORM BOARD LOCATION JEK SHOWN,
FIELD DAIS: 12/10�201 — - PROPOSED SPROPOSED ONTOUR WALE LINE
✓ t °I %2 �" Phone: (772) 569-6680 Fax: (772) 770-3446 E-Mail: survey@kmafl.com -w-►INDICATES LOT DRAINAGE
WILLIAM[ E. HA T:IRST r DAB �SCAM- 1 M=20� LIVILIVII INDICATES
NDI ATESsq f{INFIELD
PROrE88IONA1, L"D NUMMXOR as U"PIOR Certificate of Authorization Number: L.B.8351 LOT AREA 9.062 sn,ft
rLORMA REG18TRA'TION NO "is ENGINEERINGSURVEYING � 'N0. 21-2231 ®=SEPTIC TANK
2C-338)