HomeMy WebLinkAboutSurvey 03-27-08ABBREVIATIONS AND SYMBOI'>
LB
LICENSED BUSINESS
NO.
NUMBER
OAK
QS
_6ANITAPY MANHOLE
SIGN
R1W
CM
RIGHT OF WAY
4X4 CONCRETE MONUMENT
PINE
C)RAINAGE MANHOLE
L!GH T -70LE
P. U. D. E.
PUBLIC UTILITY AND DRAINAGE EASEMENT
OOWELL
M
MAIL OR PAPER BOX
FD.
FOUND
PALM
O.R.B.
OFFICIAL RECORD BOOK
HYDRANT
41
SOUTHERN BELL BOX
P.R.M.
PERMANENT REFERENCE MONUMENT
SHRUB
y
P.C.P.
PERMANENT CONTROL POINT
wV
WATER VALVE
0
CABLE TV BOX
BM
BENCHMARK
MAPLE
F. F.
FINISH FLOOR
WATER METER
',-a)
POWER POLE
ELEV.
R
ELEVATION
RADIUS
CITRUS
CLEANOUT
ELECTRIC BOX
IL
DELTA
ELM
UNDERGROUND UTILITIES SIGN
L
LENGTH
CATCH BASIN
1. D.
IDENTIFICATION
Ilm
CURB INLET
MONITORING WELL
SEC.
SECTION
MISC. TREE
RUV
sv
TWP.
TOWNSHIP
X
REUSE WATER VAL..---
SANITARY VALVE
RGE.
RANGE
BLOW -OFF
IRV
TELEPHONE MANHOLE
CH.
CHORD
IRRIGATION VALVE
CHB.
CHORD BEARING
PULL BOX
YARD DRAIN
POST WOOD OR STEEL
(C)
CALCULATED
(M)
MEASURED
GV
GAS VALVE
PROPOSED DRAINAC-C7
CONCRETE POWER POLE
(P)
PLAT
SEP77C
A
FIRE DEPARTMENT
m
TRANSFORMER PAD
(D)
DEED
En
SEPTIC TANK
CONNECTION
IR
112" IRON ROD
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STOP LIGHT
=C-o=
BACK FLOW PREVENTER
IRC
1p
112" IRON ROD AND CAP
314" IRON PIPE
ps
REUSE WATER METER
IW
SPRINKLER HEAD
EP
EDGE OF PA VEMEN T
CONCRETE SURFACE
F.R.D.
PLANNED RESIDENTIAL DEVELOPMENT
TILE SURFACE
N.D.
NAIL & DISK
A/C
AIR CONDITIONING PAD
BRICK PAVER SURFACE
PIE
SWIMMING POOL EQUIPMENT PAD
P.L.S.
PROFESSIONAL LICENSED SURVEYOR
P.S.M.
PROFESSIONAL SURVEYOR & MAPPER
R.L.S.
REGISTERED LAND SURVEYOR
NOTE: ALL STORMWA TER RUN-OFF MUST BE DIRECTED TO
AN APPROVED DRAINAGE FACILITY AND NOT ONTO
ADJACENT PRIVATE PROPERTY.
FINISH FLOOR NOTE.• ACTUAL FINISH FLOOR ELEVATION
DETERMINED BY SEPTIC HEIGHT
FINISH FLOOR PER ROADWAY 6.41" N.A. V.D. 88
FINISH FLOOR PER FLOOD ZONE 7.50 " N. G. V.D. 29
PROPOSED FINISH FLOOR 6.0' N.A. V.D. 88
LEGAL DESCRIP77ON
LOT 23, WATERSONG P.U.D. PLAT NO. ONE, ACCORDING TO THE PLAT THEREOF,
AS RECORDED IN PLAT BOOK 42, PAGE 34, OF THE PUBLIC RECORDS OF
ST. LUCIE COUNTY, FLORIDA.
CERTIFIED TO:
7) G.W. PURUCKER HOMES, INC.
REPORT OF SUR VEY-
*TYPE OF SURVEY. BOUNDARY
@SURVEYOR IN RESPONSIBLE CHARGE. DAVID TAYLOR P.S.M. 5243
MASTELLER, MOLER, REED & TAYLOR, INC. CERTIFICATE OF AUTHORIZATION L.B. 4644
1655 27TH STREET, SUITE 2, VERO BEACH, FLORIDA 32960
PHONE (772) 564-8050
-THIS SURVEY AND REPORT IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL
OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS To THE SURVEY MAP
AND/OR REPORT OF SURVEY BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT
WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
• HORIZONTAL CONTROL ACCURACY. THE EXPECTED USE OF THE SURVEY MAP AND TH R REPORT 7 F E
0
LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61(317-6.003(E) FAC) IS SUBURBAN.
THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY CONTROL SURVEY IS 1
FOOT IN 7500 FEET THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED
GEOMETRIC FIGURE OR REDUNDANCY OF MEASUREMENT WAS FOUND TO MEET OR EXCEED THIS
REQUIREMENT,
*HORIZONTAL FEATURE ACCURACY. TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS, VALVES,
MAILBOXES, POWERPOLES, DRIVEWAYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORJ'ZGN,"-,AL
FEATURE ACCURACY OF PLUS OR MINUS 0.25 FEET
*VERTICAL CONTROL ACCURACY.• VERTICAL CONTROL AS ESTABLISHED FOR THISSl 7E PROJECT S
ACCURATE TO PLUS OR MINUS 0.05 FEET TIMES THE SQUARE ROOT OF THE DISTANCE !N' -ViLES.
• ELEVATIONS OF WELL -IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND MAP HAVE BEEN
MEASURED TO AN ESTIMATED VERTICAL POSITION ACCURACY OF PLUS OR MINUS 0.110 FEET
ODATA WAS OBTAINED DURING THE FOLLOWING TIME FRAME OR DATE: 06122107 - 3/25/08
9THE BEARING BASE FOR THIS SURVEY 16 AS FOLLOWS:
A) PLAT
B) THE SOUTHEAST PROPERTY LINE OF LOT 23 AS DEPICTED ON THE SURVEY.
C) THE BEARING BEING S65'31'36-W.
• THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NORTH AMERICAN VERTCAL DATUM
(N.A.V.D.) OF 1988. THE ESTABLISHED BENCHMARKS FOR THIS SURVEY ARE:
1) FOUND U.S.C.&G. SURVEY B.M. #308 (1970) 3 112- BRONZE DISC IN CONCRETE ELEVATION 2.11'
(ADJUSTED TO N.A.V.D. 88)
2) SITE BENCHMARK IS AS SHOWN
*NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY ANDIOR OWNERSHIP WERE
FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED.
• THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES,
UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN.
*THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE AE (7'-8) N.G. V.D. PER FLOOD
INSURANCE RATE MAP 12111CO194 G, DATED NOVEMBER 4TH, 1992.
• UNLESS A COMPARISON IS SHOWN, PLAT VALUES & MEASURED VALUES ARE THE SAME.
• ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDA/`-_E WITH THE
STANDAROS OF THE UNITED STATES.
*THE HORIZONTAL VALUES SHOWN HEREON REFER TO THE STATE PLANE COORI)INATE S)3TEM, FLORIDA
EAST ZONE, NAD 83 (NGS ADJUSTMENT OF 1990). MONUMENTATION USED FOR ESTA13LSHMENT OF
STATE PLANE COORDINATES ARE
1) FLORIDA DEPARTMENT OF NATURAL RESOURCES #9477A-15
2) FLORIDA DEPARTMENT OF NATURAL RESOURCES #9477A-16
• THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1 "=20' OR SMALLER,
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