HomeMy WebLinkAboutBOUNDARY & SITE SURVEYDade. --wit.
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L-2
587'42'33'E 60.00'
L-3
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LOT 22
p + 1 STORY S
N P E-MANUFACRURED
O O HOME #3528 '1' 23
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/C PAD..: BFIED ? 9.4
LOT 21 -20.4' 15.1' 10, n 19.5
d
IRRIGATION •"
WELL 4,5' O
GONG. I 5,. CARPORT d 19.4
IRRIGATION
PAD EL.-20.7' 19.5 P PORCH d
20.2 4 15.3'. 25.0'
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SGANNEU
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I E SEMENT
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RED TAILED HAWK DR.
0C° C 40' R/W i 20' PAVEMENT
C PRIVATE ROAD J
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ON P/K
EL =1 3.31'
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FV4HSUR EY MAPAND REPORT DR COPIES THEREOF ARELID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
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LOT 24
7
1qHAYHURST LAND SURVEYING INC.
CERTIFICATE OF AUTHORIZATION NUMBER CL.B. 73G4)
SURVEYING 8e MAPPING COMPANY
445 9TH ST. S.W. Unit-7'
VERO BEACH, PI- : 32962
PHONE: (772) 569-6680
FAX: (772) 770-3446
hayhurstls@iive.com
LEGEND OF SURV Y ABBR VIATIUN
- - A DELTA ANGLE L LENGTH
A/C AIR CONDITIONER 1;1 LIGHT POLE
AVE, AVENUE M. MEASURED
AVG: AVERAGE M,H, MANHOLE
H.H. HEARING BASE M.H,W.L. MEAN HIGH WATER LINE
H.M. BENCH MARK MON, . MONUMENT
BILK. BLOCK N&D NAIL L DISK
BLVD, BOULEVARD N. NORTH
C CURVE No, NUMBER
C,H. CHORD BEARING NIC, NOT INCLUDED
C.B.S. CONCRETE BLOCK O.H.W. 'OVERHEAD WIRES
STRUCTURE PG, PAGE
C.D, CHORD DISTANCE P.K. PARKER KALON NAIL
4 CENTERLINE P. PLAT
C.L.F. CHAIN LINK FENCE P.C. POINT OF CURVATURE
C,D. CHORD DISTANCE P.C.P.PERMANENT CONTROL POINT
C.M, CONCRETE MONUMENT p1, POINT OF INTERSECTION
0.M,P, CORRUGATED METAL PIPE P L. PROPERTY LINE
CR. CONCRETE P.M. POWER METER
C
OF COUNTY ROAD P.D.B. POINT OF BEGINNING
COURT P.O.C. POINT OF COMMENCEMENT
C/S CONCRETE SLAB PRO POINT OF REVERSE CURVE
COR, CORNER PAX PERMANENT REFERENCE MONUMENT
D, DEED PROP, PROPOSED
DEP DEPARTMENT DDEED BOOK tap. POWER POLE
ENVIRRTMENT OF RA➢, RADIAL OR RADIUS
IONKCNTAL PROTECTION R/W RIGHT OF WAY
DNR DISTANCE DEPARTMENT OF S. SOUTHSEC, SECTION -
-- NATURAL RESOURCES SOFT, SQUARE FEET
DDRIVE SSTATE ROAD
E.. EAST .R. ST, STREET
EASE. EASEMENT STA. STATION
ELEC. ELECTRICAL STRUC. STRUCTURE
EL ELEVATION SUB SUBDIVISION
EDW, EDGE OF WATER TB.M TEMPORARY BENCH MARK
F.F. FINISHED FLOOR 7ELE TELEPHONE
b' FIRE HYDRANT 7
END. FOB TOP OF BANK
RE TOPM TOPOGRAPHICAL
FP.L.FLORIDAPI PE POWER 6 LIGHT TR, TRACT
LP, IRIRONNPITWSP, TOWNSHIP
INVIR, IRON ROD US ➢ UTILITY L DRAINAGE
F/N FOUND NAIL INVERT - LLR, UNREADABLE
/N
GOVERNMENT W. WEST
DR.
GR, GRADE DV WATER METER
GNO. GROUND WV WATER VALVE
HORIZONTAL COMBINED LOTS
MR,
NP.. HIGH POINT
' H,M. HEAD WALL
LOT 25
LEGAL DESCRIPTION, ALL OF LOT 22, BLOCK 70
EAIRWAY5 AT 5AVANNAH GLUB. REPLAT No l
ACCORDING TO THE PLAT THEREOF A5 RECORDED
IN PLAT BOOK 57, PAGE 42 OF THE PUBLIC
REGORD5 OF 5T. LUCIE CO., FLORIDA. SAID LANDS
LYING IN 5T. LUGIE CO.. FLORIDA.
CONTAINING 0.14 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 WEH 4416 ARE
SUPPORTED WITH AN 18" LONG #5 REBAR
ALL FOUND CAPS AREA 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.
B. BEARING BASE ON WEST LINE OF LOT 23
9. ORIGINAL IRC BM: RAY EL.=15.38' NAVD 88
10. ELEVATIONS (IF SHOWN) HEREON ARE BASED
ON N.A.V.D. (1988), UNLESS OTHERWISE NOTED.
CERTIFIED TO:
5AVANNAH CLUB
1_01 '32
BOUNDARY/SITE DATE: REVISIONS:
CKED BY: W.E.H. 9/12/18 FORMBOARD LOCA
WN BY: L.E.H. 9/12/18 ASBUILT SURVEY
D BOOK: SEE
E NO: FILE
D DATE 09 10 18
W-1 1 "=20'
-ND: 18-412
BY:
BDR
BDR
J