HomeMy WebLinkAboutBoundary SurveyTYPICAL LEGEND
O SET 5/8" IR/CAP LB 3591 D.E. - DRAINAGE EASEMENT I.P. - IRON PIPE
L.A.E. - LIMITED ACCESS EASEMENT CONIC. - CONCRETE G.V. - GATE VALVE
L.M.E. - LAKE MAINTENANCE EASEMENT COV. - COVERED P.P. - POWER POLE
LM.A.E. - LAKE MAINTENANCE ELEV. - ELEVATION BLDG. BUILDING
_ 00.ACCESS EASEMENT ESMT. - EASEMENT N.R. -NOT RADIAL
00 DENOTES PROPOSED ELEVATION M.E.S. -MITERED END SECTION NO I.D.- NO IDENTIFICATION..:�� DIRECTION OF FLOW U.E. - UTILITY EASEMENT Y.O. - YARD DRAIN
1 . 0 DENOTES EXISTING ELEVATION W.M. - WATER METER A/C - AIR CONDITIONER
/ P.I. -POINT OF INTERSECTION FIN�• - FLOOR C.B. - CATCH BASIN
P.C. - POINT OF CURVATURE PR . PROPOSED
NG.V. -GATE VALVE
NORTH P.C.0 - POINT OF COMPOUND CURVATURE PROP. TYPICAL FH FIRE HYDRANT
P.R.C. - POINT OF REVERSE CURVE Tom' TYPICAL t -
R.. RADIUS D - STORM MANHOLE
_ P.T. -POINT OF TRANSITION R.P. -RADIUS POINT
GRAPHIC SCALE O.E. - OVERHANG EASEMENT Q- SANITARY MANHOLE
LP. -LIGHT POLE
B.E. . BUFFER EASEMENT C.O. - CLEANOUT IL - CENTERLINE
�' O.R.B. - OFFICIAL RECORDS BOOK
M.H. - MANHOLE R> WATER SERVICE
20 0 10 20 � \ PG. -PAGE
SAN. -SANITARY
L -ARC LENGTH ALUM. -ALUMINUM
A - DELTA (CENTRAL ANGLE) P.C.P.-PERMANENT CONTROL POINT
NAVD88-F NORTH AMERICAN VERTICAL
DATUM a1988. P.R.M.-PERMANENT REFERENCE MONUMENT
( IN FEET) / ® --
-.- f NOTE:
gf-� y • IMPROVEMENTS 5110WN ARE PROPOSED UNLE55 OTHERWISE NOTED.
• DRIVEWAYS ARE FOR GRAPHIC PURPOSE ONLY AND NOT FOR CONSTRUCTION.
EXIST. CHAIN LINK
FENCE ON
/ PROPERTY LINE
PP N89'52'18"E 68.07'
� - -
Gs
CONST. !METER
BERM 7. /
FLOOD i / - - - 7 _______ N-------0
ZONE X / . ' / / SWALE r
�/ 6.7 S90"00'00"E
7.50
[EXIST. 11" WALL N Q�p'\ / ' � ... 1
I A1-=108°06'55"
FLOOD °
\ ZONE AE-6
N
- - LOCATI DN MAP
e 8 , 0 NOT TC SCALE
L s t1 ry�RTb gCTIDN Y8, TONM9P 7. SOUTH, RANGE 18 EAST
2
4 ��k
13 j
44 43 14 CGS
45 15
RADCMM RAY 42 k 16 @
0
47 46 41 1 ]
a
dap
L 39 POND
38 �G 27
36 37 0 ¢ 26 y 13
�QY 29 �T 2q
35 30 E'
POND 26 9y 21
34 31 i
25 22
33 32 24 23
NR TURNABOUT uNE _.. ..
- - - - - - NR TURNABOUT LWR
\ G.V. �� . ¢` 1. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN
2 y Al68 \ { EMBOSSED SURVEYOR'S SEAL.
7.0 r \ 2. SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE
\ PROPOSED 4� AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PROFESSIONAL LAND
METER &- . \ SURVEYOR.
PR
BA E}yK�ENITER \ w a $ 3. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS,
IRRIGATION cp
' !Z OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD.
\ C.O. P� 4. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL
Tp- r _• _ _ _ _ _ DATUM (N.A.V.D.) OF 1988.
__.
ys v'm 5. 5. BEARINGS SHOWN HEREON ARE RELATIVE TO THE SOUTH LINE LOT 3,
HAVING A BEARING OF N71'53'05"E.
6. THE DESCRIPTION SHOWN HEREON IS IN ACCORD WITH THE INSTRUMENT OF RECORD,
FLOOD tig a N �� v 7. UNDERGROUND FOUNDATIONS WERE NOT LOCATED.
ZONE X \ M\ 2�.5$ 'o `� o N q16$ T
\ �/ 8. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY
,� " \ OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR
C.B. �' � ",� g6�' MAFL AS PER PARTIES.
q ❑ \ / -.I w 43p2 RAFTED DEBRIS
9. FLOOD ZONE: "X" AND "AE"(EL.6'); COMMUNITY PANEL NO. 120285 0406 J; DATE:
FEBRUARY 16, 2012.
10. BENCH MARK: TIDAL BENCH MARK, ST LUCIE COUNTY: "872 2334 TIDAL 4",
Aso. 9� \ I o I g�' ELEVATION= 2.60(NAVD 88).
1w ZONEOOD AE-6 \ : n4 11. ADDRESS: 13192 NW WHEATON LANE
�
t1� r� \f
�� <VE p1R \ C EP ENt S \ \ t L00TS33,, I RIVEERR,BEND", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK
�° \3 Ip1 \y \ \ P 1R 9� \ 4.5 \. 67, PAGES 36 THROUGH 39 OF THE PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA.
2. / P� PFpF 1PNK VNE FROM pRK 7.5 C.E. a
.\PHA NEP9W
vA / jER \ \ p\SC pNMP to RpiEl V.B. SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA.
F �GP K i3 GPM REG\R�\5 `ME CONTAINING 24,788 SQUARE FEET / 0.5691 ACRES, MORE OR LESS.
p0M �'' 24 \ SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND
RN
11N, SETBACKREQ. CE uNE \ \ \ \ \ 52501 7 E MppE\ \ RIGHTS -OF -WAY OF RECORD.
R \
WP \ 09St \ B. 2
8.51 o a S lP. E P�pD1 tc GPNN ) \ \ FRONT c-
gT5 SF 0 PREP ,�306BPMg �i i
GREEN VUM � \ \ SIDLS:;
\EFF r FS 8. 9 / i / \ / ) \ \ CNR SIO{ S tu�l nc. I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED
D o E1A --- p1' os �"�jI \ ` 1 ( \\ \ REAR_ PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS
P P\N 25 E S / ° \ / \ \ ZNG. (Zf� SURVEYED UNDER MY DIRECTION ON AUGUST 11, 2017. I FURTHER CERTIFY THAT THIS
O�IP 25p2 / KPMENS G \ \ BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17
ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT
\ \ ` BE MARK 4 TO TO FLORIDA STATUTES 472
i 2 AG NAIL IN CURB l _ �pQ%Z..
15VE o. \ G ELEV=8.16 / / / s r
\ v -
DAVID P. LINDLEY, P.L.S.
REG. LAND SURVEYOR #5005 ile'
P.C. \ STATE OF FLORIDA - LB #3591
r
CAULFIELD 81 WHEELER, INC.
CIVIL ENGINEERING - LAND PLANNING
`v LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100
BOCA RATON, FLORIDA M3 ,64
PHONE (560-392-1991 / FAX (560-750-I452
DATE 8 11 17 SCALE 1"=20'
RIVERBEND ._-- LOT 3 FLD.BSHT.
K. N/A CHECKED BY DPL ; 6�U�
pp 9/25/17 CE PAGE N/A •-"--
DUNDARY SURVEY ADDED SEPTIC SYSTEM NO.
5F
8/11 /17 JS
LUCIE COUNTY, FLOPIDA L PERMIT SKETCH PATE BY LFILENAME 658713 /�r
REVISIONS i lr