HomeMy WebLinkAboutSurveyWALL
O.G'N.
41, ....,,,,.,.,.,.. 6vw
I.R.R CONTROL
VALVE
LOT 15
VACANT
m '4
r
u
to
to
u
m
in
•
COMCAST
BOX
FIBER OPTIC I'?
GABLE
CATCH
BASIN
SIN
n.
PK+TAB
C4971) NO
EL.-4.17j
CATCH
BASIN
EL.-3.82'
G.0'
lvtin.
PROP. '
GONG. N
A/C PA05
EL.-G.7
517E PLAN NOTE5,
1- COUNTY WATER + SEWER AVAILABLE FOR THIS
PARCEL.
2, A DRIVEWAY MAXIMUM SLOPE 15 NOT TO EXCEED A
1OZ GRADE
3, FIRST FLOOR ELEVATION ESTABLISHED WITHOUT A
HEALTH DEPARTMENT PERMIT.
41 PROPOSED DRAINAGE PLAN DESIGNED TO MEET
FLORIDA BUILDING CODE. RE51DENTIAL
REQUIREMENT5.CR401.3)
5. ALL SLOPES AROUND THE PROPOSED STRUCTURE
ARE NOT TO EXCEED THE MAXIMUM ALLOWABLE SLOPE
GRADE OF 411
G, WHEN A CULVERT 15 REQUIRED THE INVERTS ARE TO
BE SETBY 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 DF 17.
LONGITUDINAL SLOPE OR OTHERWISE ACCEPTED.
81 PLOT PLANS ARE NOT TO BE USED
FOR CONSTRUCTION LAYOUT PURPOSES
WITHOUT APPROVED BUILDING PERMITS.
0
37.G'
LOT 19
G1
GARAGE
EL.-G.3'
58q"20'13"
1
OAN. W 1G0.00'CB13) 3�
dine vv� s 1
5' WALL MAINTENANCE E5MT. -
�. .w.. I.R.R CONTROL
VALVE
47.8'
I>
29'X9' POOL
�I
I' A
0'
r 4G.0'
PORCH
r oti EL.-G.7'
b I PROP.
a CONC.
1 DRIVE'•.
h•
4G.0'
PROPOSED
1 STORY
G155. (j
#159
EL.=7.0'
I �0O
G.7'
ENTRY 4
v v
TELE.
BOX G' PLASTIC
VERTICAL PIPE
C BELIEVED TO BE G/L
N� #
SET T.B.M ON PK+TAB I OCEAN ESTATES DRIVE
C4971) C 30' PRIVATE R/W�
EL =4.5 ' k�0 20' PAVEMENT
(ns
on
THIS SURVEY MAP AND REPORT OR COPIES THEREOF ARE
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER,
a
L-4
4
WIL[,IAM E. HAYH aATrm
PTt0rWaaIONAL O
LAND uitVMyOR & 2 "p]CR
'"LOIiIDA REGIOTItATION NO 441e
1G.4'
I% CONC.
POOL
EQUIPMENT
PAD
EL.-G.7"
i�
o'
r
O �l
O
�t
LOT 18
39.5'
10' UTILITY E5MT.
Or-
'���
N1 4' CONC.
WALK
PK+TAB
C4971) A�
2'
1
LEGEND
OF SURVEY
ABRRFV16TTONc
WALL
z
A
A/C
DELTA ANGLE
AIR CONDITIONER
H.W.
L,
HEAD WALL
LENGTH
AVE,
AVENUE
7Qf
LIGHT POLE
AVG.
H.B.
AVERAGE
BEARING BASE
M.
M.H.
MEASURED
MANHOLE
B.M.
BASELINE
BENCH MARK
M,H,W,L.
MEAN HIGH WATER LINE
-M s .,...
- _ /
(p•
BLK.
BLOCK
MOM,
N&D
MONUMENT
NAIL & DISK
1
N.
NORTH
-
B.S.L.
C.
BUILDINGRSETHACK LINE
CURVE No.
NUMBER
^
C.B.
CHORD HEARING
N.IC,
NOT INCLUDED
U
C.B.S.
CONCRETE BLOCK
O.H.W.
OVERHEAD WIRES
STRUCTURE
PG.
PAGE
40.0'
O
D.
CHORD DISTANCE
CENTERLINE
P.K.
P.
PARKER KALON NAIL
PLAT.
10' BUILDING SETBACK
C.L.F.
CHAIN INK FENCE
P.0
POINT OF CURVATURE
6
C.D.
CHORD DISTANCE
P.C.P.
PERMANENT CONTROL POINT
f1
C.M.
C,M,P.
CONCRETE MONUMENT
CORRUGATED
P.I.
P.L.
POINT OF INTERSECTION
PROPERTY
�)
(`(i)
CONC,
C.R.
METAL PIPE
CONCRETE
COUNTY ROAD
P.M.
P.O.B.
LINE
POWER METER
POINT OF BEGINNING
CT.
COURT
PAIC,
POINT OF COMMENCEMENT
C/S
COR,
CONCRETE SLAB
PRC
POINT OF REVERSE CURVE
D.
CORNER
P.R.M.
PERMANENT REFERENCE MONUMEW
D.B.
DEP
DEED
DEED BOOK
PROP,
cU.)
PROPOSED
POWER POLE
DEPARTMENT OF
RAD,
RADIAL OR RADIUS
ENVIRONMENTAL PROTECTION R/W
RIGHT OF WAY
DIST.
DISTANCE
S.
SOUTH
DNR
DEPARTMENT OF
SEC.
SECTION
NATURAL RESOURCES
SQ.FT,
SQUARE FEET
DR.
DRIVE
S.R.
STATE ROAD
Q•
LOTj�
E.
ESMT.
EAST
EASEMENT
ST.
STA.
STREET
STATION
no
VACANT
ELEC,
EL.
ELECTRICAL
STRUC.
SUB.
STRUCTURE
SUBDIVISION
E.O.W.
ELEVATION
EDGE OF WATER
T.B.M.
TEMPORARY
V
` '
F.F.
FINISHED FLOOR
TELE,
BENCH MARK
TELEPHONE
C
FND.
FOUND
TAX.
TOP OF HANK
V
FIRE HYDRANT
TOPO.
TOPOGRAPHICAL
O
F.P.L.
FLORIDA POWER & LIGHT
TR.
TRACT
m
I.P.
IRON PIPE
TWSP.
TOWNSHIP
I.R.
INV.
IRON ROD
INVERT
U & D
U.R.
UTILITY & DRAINAGE
O
IRR.
IRRIGATION
W.
UNREADABLE
WEST
Z
GOV'T
GR,
GOVERNMENT
GRADE
CEO
WV
WATER METER
WATER
CND,
GROUND
VALVE
COMBINED LOTS
HORZ,
HORIZONTAL
H.P.
HIGH POINT
FGO BOX
CAST
BOX
TELE.
® &/BOX
I
I
10' BUILDING SETBACK
N8go20'l3"E 115"44'
PK+TAB
(4971)
.L.-4.92'
n
h�D
LOT 15
� p �r VACANT
gK
NDARY/SITE
KMAL Engineering & Surve-vin LLC Y: W.E.H.
gg J.P. L
Consulting Engineers &Surveyors : 396
2345 14th St, Suite 3 Vero Beach, Fl. 32960 20Phone: (7 ��2) 569-6680 Fax: (772) 770-3446 E-Mail: survey@a kmafl.com 07 A R/21
Certificate of Authorization Number: L.B.8351 1 "=10'21-2470
DATE: REVISIONS:
7/30/21 CLIENT REQUESTS
9/2/21 RAISE F.F.E. TO 7.0
LEGAL DE5CRIPTIONs ALL OF LOT 18+19, BLOCK 2
AVALON BEACH P.U.D.
ACCORDING TO THE PLAT THEREOF AS RECORDED
IN PLAT BOOK 55. PAGE 19 OF THE PUBLIC
RECORDS OF 5T. LUGIE GO., FLORIDA. SAID LANDS
LYING IN 5T. LUCIE GO., FLORIDA.
CONTAINING 0.12 ACRE5 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 L.B.8351 ARE
SUPPORTED WITH AN 18" LONG 05 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 SOUTH LINE OF LOT 18&19
9. ORIGINAL SL BM: K-633 EL.=17.74' NAVD 88
10. ELEVATIONS (IF SHOWN) HEREON ARE BASED
ON N.A.V.D. (1988), UNLESS OTHERWISE NOTED.
CERTIFIED TO:
VB CUSTOMS HOMES
C-1
L=47.42'
R=G2.00'
A=43°49'12"
CB=NG7025'37"E
CD=4G.27'
FLOOD ZONE:X
BY: EFFECTIVE DATE: 02/19/20
PNL NO.: 12111CO087 K
E.H INDICATES EXISTING ELEVATION
INDICATES PROPOSED ELEVATION
1501 INDICATES AS -BUILT ELEVATION
.E.H ELEVATIONS ARE FOR CALC,
PURPOSES ONLY,
THERE ARE NO WELLS OR SEPTICS
WITHIN 100' OF PROPERTY UNLESS
SHOWN,
I PROPOSED CONTOUR LINE
� INDICATESSLOTEDRAINAGE
®INDICATES DRAINFIELD
LIVING AREA 3000 soft,
LOT AREA 11140 E39 wa f
[1]5 =SEPTIC TANK