HomeMy WebLinkAboutFormBoard Surveyit '
N69'52'18°E 263.25' LIMITS OF PLAT
J VAT 4ES!
r` RM
m 15.00' OFF
- _ _ 7.0
6.8
---- .--- ----------------:------- -----------�
8.3 800 PF TRENCH REQUIRED a \
o PROPOSED 5 ROWS o
i OF 114 QUICK4 STANDARD c O
IN LTRATOR CHAMBERS \
0112 SF PER CHAMBER
1,20p SF UNOBSTRUCTED
AREA REQUIRED \
t1,400 SF PROMDED j PROPOSED 1.500
/ SEP11C TANK
/ \ PROPOSED
525 GAL
PUMP \
4.
1661
\ 10.5 61 \
48:85' \
\` �Q�j 19O
9.0 -10
® �. 49 f% ✓ _ VBOPgO �1 '&
Q �9 ia $ / SWALE qi 7 y
W
rti O
m O CO
flo
Z �
m Ct� z
.Z)
u
FPL
PAD
\� WATER %
HOLE /I
RISER
�w4
\� N
P.C.
0
\
ia1p8 '
77'
I
FARMS
9�O J
tip@ PO
loo
9.8 � ZONE X
9.6
LOT 11
RESIDENCE
/ aai�r
o bc�i
Y �^
5
St.i Co
Dctite j�tO�FOV
\
7.40 \
%NAIL szp \ `,
V.=7.09 .& \\ NORTH
GRAPHIC SCALE
Gy \QA
\ 20
0 10 20
9Jb4 0�`4, \ y \ ( IN FFET )
As
7.5fi
CAULFIELD & WHEELER, INC.
CIVIL ENGINEERING - LAND PLANNING
LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100
BOCA RATON, FLORIDA 33434
PHONE (560-392-1991 / FAX (56I)-750-I452
RIVERBEND
LOT 10
BOUNDARY SURVEY
5T LUCIE COUNTY, FLORIDA
\
IR&C — —
4286
\
\
AE-6
\
N LOCATION MA�
6 7
3 8 9 NOT TO SCALE
cr s NQ SECIM 25, TWOV 37 SM RMXi 19 LAST
"A
11
kv?
,12
4f3
o `Q/�jyy
9Am 1 14 �`Sp tr�
F *� RADCLWFE WAY 42 5 16
46 at 17
a7
ter, 40
j 39 OND
O38 4f' 37
i
36 37 Oq 28 19
qy�q 29 20
30
POND 26 yp 21
34 31
I zs 22
33 32
NW. TURNABOUT LUM 24
— — — — — — — — _ _ NW TURNABOUT LANE
I
TYPICAL LEGEND
O SET 5/8" IR/CAP LB 3591 D.E. — DRAINAGE EASEMENT I.P. — IRON PIPE
LA.E. — LIMITED ACCESS EASEMENT CONIC. — CONCRETE G.V. - GATE VALVE
L.M.E. — LAKE MAINTENANCE EASEMENT COV. — COVERED P.P. — POWER POLE
L.M.A.E. — LAKE MAINTENANCE ELEV. —ELEVATION BLDG. — BUILDING
ACCESS EASEMENT ESMT. — EASEMENT N.R. — NOT RADIAL
00.00 DENOTES PROPOSED ELEVATION U.E. — UTIUTY EASEMENT NO I.D.— NO IDENTIFICATION
W.M. — WATER METER
. 0-00 DIRECTION OF EXISTING
Y.O. —YARD DRAIN
Q.00 DENOTES EXISTING ELEVATION FIR. —FLOOR A/C - AIR CONDITIONER
P.L —POINT OF INTERSECTION FIN.. FINISHED C.B. — CATCH BASIN
TYP.— TYPICAL
P.C. —POINT OF CURVATURE PROP. PROPOSED H G.V. GATE VALVE
P.C.0 —POINT OF COMPOUND CURVATURE R — RADIUS *F.H. — FIRE HYDRANT
P.R.C. —POINT OF REVERSE CURVE — RADIUS POINT
P.T. — POINT OF TRANSITION R.P. ®— STORM MANHOLE
O.E. — OVERHANG EASEMENT L.P. — LIGHT POLE ®_ SANITARY MANHOLE
B.E. O.R.B. BUFFER EASEMENT C.O. — CLEANOMANHOLE
CENTERLINE
G.— — OFFICIAL RECORDS BOOK M.H. — MANHOLE TE —
PG. —PAGE SAW. —SANITARY g> WATER SERVICE
L — ARC LENGTH ALUM. — ALUMINUM
A — DELTA (CENTRAL ANGLE) P.C.P.-PERMANENT CONTROL POINT
■ P.R.M.—PERMANENT REFERENCE MONUMENT
wm-
1. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED
SURVEYOR'S SEAL
2. SURVEY MAP OR THE COPIES THEREOF ARE NOT VAUD WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PROFESSIONAL LAND SURVEYOR.
3. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS,OWNERSHIP,
OR OTHER INSTRUMENTS OF RECORD.
4. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM
(N.A.V.D.) OF 1988.
5. BEARINGS SHOWN HEREON ARE RELATIVE TO THE EAST LINE LOT 10, HAVING A
BEARING OF S00'03'18"E.
6. THE DESCRIP11ON SHOWN HEREON IS IN ACCORD WITH THE INSTRUMENT OF RECORD.
7. UNDERGROUND FOUNDATIONS WERE NOT LOCATED.
8. ADDITIONS OR DELE11ONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY OR PARTIES
IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
9. FLOOD ZONE: X; COMMUNITY PANEL NO. 120285 0406 J ;DATE: FEBRUARY 16, 2012.
10. BENCH MARK: TIDAL BENCH MARK, ST LUCIE COUNTY: "872 2334 TIDAL 4", ELEVATION= 2.60.
11. PROPERTY ADRESS: 3034 NW RADCLIFFE WAY
DESCRIPTION:
LOT 10, "RIVERBEND", ACCORDING TO ,THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 67,
PAGES 36 THROUGH 39 OF THE PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA.
SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA.
CONTAINING 43,802 SQUARE FEET / 1.0055 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF
RECORD.
CERTIA
I HEREBY
CERTIFY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED
PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED
UNDER MY DIRECTION ON OCTOBER 13, 2016. 1 FURTHER CERTIFY THAT THIS BOUNDARY
SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17 ADOPTED BY THE
FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES
472.027.
l
DAVID P. UNDLEY;: P.L.S.
REG. LAN0,SURVEYOR #5005
STATE OF IFORIDA - LB #3591
FPL
PAD
\� WATER %
HOLE /I
RISER
�w4
\� N
P.C.
0
\
ia1p8 '
77'
I
FARMS
9�O J
tip@ PO
loo
9.8 � ZONE X
9.6
LOT 11
RESIDENCE
/ aai�r
o bc�i
Y �^
5
St.i Co
Dctite j�tO�FOV
\
7.40 \
%NAIL szp \ `,
V.=7.09 .& \\ NORTH
GRAPHIC SCALE
Gy \QA
\ 20
0 10 20
9Jb4 0�`4, \ y \ ( IN FFET )
As
7.5fi
CAULFIELD & WHEELER, INC.
CIVIL ENGINEERING - LAND PLANNING
LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100
BOCA RATON, FLORIDA 33434
PHONE (560-392-1991 / FAX (56I)-750-I452
RIVERBEND
LOT 10
BOUNDARY SURVEY
5T LUCIE COUNTY, FLORIDA
\
IR&C — —
4286
\
\
AE-6
\
N LOCATION MA�
6 7
3 8 9 NOT TO SCALE
cr s NQ SECIM 25, TWOV 37 SM RMXi 19 LAST
"A
11
kv?
,12
4f3
o `Q/�jyy
9Am 1 14 �`Sp tr�
F *� RADCLWFE WAY 42 5 16
46 at 17
a7
ter, 40
j 39 OND
O38 4f' 37
i
36 37 Oq 28 19
qy�q 29 20
30
POND 26 yp 21
34 31
I zs 22
33 32
NW. TURNABOUT LUM 24
— — — — — — — — _ _ NW TURNABOUT LANE
I
TYPICAL LEGEND
O SET 5/8" IR/CAP LB 3591 D.E. — DRAINAGE EASEMENT I.P. — IRON PIPE
LA.E. — LIMITED ACCESS EASEMENT CONIC. — CONCRETE G.V. - GATE VALVE
L.M.E. — LAKE MAINTENANCE EASEMENT COV. — COVERED P.P. — POWER POLE
L.M.A.E. — LAKE MAINTENANCE ELEV. —ELEVATION BLDG. — BUILDING
ACCESS EASEMENT ESMT. — EASEMENT N.R. — NOT RADIAL
00.00 DENOTES PROPOSED ELEVATION U.E. — UTIUTY EASEMENT NO I.D.— NO IDENTIFICATION
W.M. — WATER METER
. 0-00 DIRECTION OF EXISTING
Y.O. —YARD DRAIN
Q.00 DENOTES EXISTING ELEVATION FIR. —FLOOR A/C - AIR CONDITIONER
P.L —POINT OF INTERSECTION FIN.. FINISHED C.B. — CATCH BASIN
TYP.— TYPICAL
P.C. —POINT OF CURVATURE PROP. PROPOSED H G.V. GATE VALVE
P.C.0 —POINT OF COMPOUND CURVATURE R — RADIUS *F.H. — FIRE HYDRANT
P.R.C. —POINT OF REVERSE CURVE — RADIUS POINT
P.T. — POINT OF TRANSITION R.P. ®— STORM MANHOLE
O.E. — OVERHANG EASEMENT L.P. — LIGHT POLE ®_ SANITARY MANHOLE
B.E. O.R.B. BUFFER EASEMENT C.O. — CLEANOMANHOLE
CENTERLINE
G.— — OFFICIAL RECORDS BOOK M.H. — MANHOLE TE —
PG. —PAGE SAW. —SANITARY g> WATER SERVICE
L — ARC LENGTH ALUM. — ALUMINUM
A — DELTA (CENTRAL ANGLE) P.C.P.-PERMANENT CONTROL POINT
■ P.R.M.—PERMANENT REFERENCE MONUMENT
wm-
1. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED
SURVEYOR'S SEAL
2. SURVEY MAP OR THE COPIES THEREOF ARE NOT VAUD WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PROFESSIONAL LAND SURVEYOR.
3. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS,OWNERSHIP,
OR OTHER INSTRUMENTS OF RECORD.
4. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM
(N.A.V.D.) OF 1988.
5. BEARINGS SHOWN HEREON ARE RELATIVE TO THE EAST LINE LOT 10, HAVING A
BEARING OF S00'03'18"E.
6. THE DESCRIP11ON SHOWN HEREON IS IN ACCORD WITH THE INSTRUMENT OF RECORD.
7. UNDERGROUND FOUNDATIONS WERE NOT LOCATED.
8. ADDITIONS OR DELE11ONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY OR PARTIES
IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
9. FLOOD ZONE: X; COMMUNITY PANEL NO. 120285 0406 J ;DATE: FEBRUARY 16, 2012.
10. BENCH MARK: TIDAL BENCH MARK, ST LUCIE COUNTY: "872 2334 TIDAL 4", ELEVATION= 2.60.
11. PROPERTY ADRESS: 3034 NW RADCLIFFE WAY
DESCRIPTION:
LOT 10, "RIVERBEND", ACCORDING TO ,THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 67,
PAGES 36 THROUGH 39 OF THE PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA.
SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA.
CONTAINING 43,802 SQUARE FEET / 1.0055 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF
RECORD.
CERTIA
I HEREBY
CERTIFY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED
PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED
UNDER MY DIRECTION ON OCTOBER 13, 2016. 1 FURTHER CERTIFY THAT THIS BOUNDARY
SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17 ADOPTED BY THE
FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES
472.027.
l
DAVID P. UNDLEY;: P.L.S.
REG. LAN0,SURVEYOR #5005
STATE OF IFORIDA - LB #3591
11/08/17
01 18 16
11 11 16
10/13/16
DATE
KM
RAL
RAL
JS
BY
FORMBOARD SURVEY
ADDED PROPOSED LOT GRADES
ADDED PROPOSED SEPTIC SYSTEM AND FIN.FLR.R
PERMIT SKETCH
REVISIONS
10 / 13 16
SCALE 1 "=20'
FLD.BK.' N/A
CHECKED BY DPL
PAGE N/A
FILE NAME 65871_10
L1
OF 1 SHEE