HomeMy WebLinkAboutFORMBOARD SURVEYA PARCEL OF LAND LOCATM IN THE NE 1/4 OF THE NE 1/4 OF SECTION
6, TOWNSHIP 33 SOUTR, RANGE 40 EAST, ST. LUCIE COUNTY, FI,ORSDA, SHEET 1 OF
DEINO HO1tZ PARTICULARLY DESCRIBED AS FOLLOWSr --
RNS RESIDENCE BEfdTH AT TM NORTHWEST CORNER OF THE INTERSECTION OF THE
MBR I DGE MODEL RI=T�0H' 'WAY 'OP NORTH 43RD STREET AND AVENUE Q; T8F�27CE RUN
..
ALONG TIM'WEST LINE OF NORTH 43RD STREET 134 PER TO A PO -.
THENCE TORN AND RUN WEST'150'FEET TO A POINT; THRNCS TURN - SEP 2 � 99
RUN SOUTH PARALLEL WITH SAID -RIGHT-OP -WAY LINE OF 43" STRR
134-7EET-TO THE NORTH RIGHT=OP-WAY LINE OF AVENUE Qr THENCE, k
AND I!>JN LrAST 130 799T TO POINT OF.ES4INNINO.
s, IM -2400 SQ. FT. GREEN AREA' - I� -PROPOSED 12' X 51" - -
AVAILABLE S 924 SQ. FT. INSTALLATION AREA . .
UNOBSTRUCTED AREA AVAILABLE AVAILABLE FOR>SEPTIC -
'FIELD - -
9.oK
VACANT
8 WEST 150.00'(D&M) 48.'8�.25,00' P&M).'9.26
EXIST-I-NG ®
WELL F.D. #4 . REf3AR
e 'cAP.;
StLucie 22.7 .
OCCUPIED: - 0 0.
33'
IN PLACE FORM " N' 9:01;
9,01•. TOP OF FORMS=12.80'`• �.
to w
4.7.2 12.8
�12:7! ``�9 7' 47+2' it `r
Z .I -
0.
EXISITNG
SEPTIC o 0.
-• FIELD
FD" #4 .
FD. #4 REBAR ` '` NO CAP
NO CAP
8.6' 8.44rEAST 150.p0"'(p&M)
to
�M asp t pavement,,:
9 69' PUBLIC R/W-OPEN I 110,00'
C/L AVENUE Q ~,,. BENCHMARK=PAINTED RED "X"
_ _ t LEV.=10,.00 ASSUMED
SETBACKSI, LOCATIO •S-81 CITY�SEW R & WATER AVAILABILITI S TO:BE.VERIFIE®-BY CONTRACTOR
= PLOT PLAN & TOPO SURVEY - BOUNDARY SURVEY �ORM BOARD SURVEY ❑ = AS -BUILT SURVEY ELEV. ARE ASSUMED ❑ = ELEV. ARE N.G.V.D., 1929 DATA
LEGEND: D = DEED C = CALCULATED ,X = EXISTING GRADE PRO. = PRORATION DISTANCE M''=\\MEASURED DISTANCE P = PLAT DISTANCE
P.C.P. = PERMANENT CONTROL POINT P.R.M. = PERMANENT REFERENCE MONUMENT ELEV. = ELEVATION8' CONC.; CONCRETE',.
MON. = MONUMENT C/L = CENTERLINE FD. = FOUND N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM F.-F,j= FINISHED FLOOR
RM! = RIGHT OF W" AY P.C. = POINT OF CURVE P.R.C. = POINT OF REVERSE CURVE P.T. = POINT OF TANGENT; C.M.P. = CORRUGATED,METAL PIPE
C = CHORD CB = CHORD BEARING ,
BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF EAST FOR THE " NORTH
RM! LINE OF AVFNI IF Q SAID BEARING IS IDENTICAL WITH THE PLAT -OF•RECORD.':
NOTES: LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHT-OF-WAY OF RECORD.
NO SEARCH OFITHE PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE FOR ACCURACY OR OMISSIONS. = ;
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED'SEAL OF A FLORIDA LICENSED SURVEYORANG R"AFFFDITIONS
OR DELETIONS TO SURVEY MAPS OR REPORTS BY.OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITEJ,_N/I fHO T *URITTEN
CONSENT OF THE SIGNING PARTY OR PARTIES. "
THIS SURVEY SUBJECT TO EASEMENTS & ALL OTHER MATTERS OF '
RECORD AS- RECORDED, WHETHER SH®WN ON SURVEY OR NOT.
THIS SURVEY NOT TO BE USED FOR FENCE INSTALLATION, GEORGE M. AYLOR, JR.
SPRINKLER SYSTEMS, SHRUBS OR ANY OTHER UTILITIES WITHOUT REGISTERED LAND SURVEYbR, 'FLORIDA CERTIFICATE #4015
REVERIFICATION OF PROPERTY.CORNERS. SIGNATURE DATE: 1'2-3-98
SCALE 1 = 30
JOB NO. 11085-98 �
A��R CHECKED BY GMA
`•DRAWN BY - - CGM
FIELD BK. No. LAND SURVEYING
4933 S.E. PINE KNOLL WAY, STUART, FLORIDA 34997 - - MAILING ADDRESS REFERENCES
FIELD WORK DATE 11-18-98 336B S.E. TRESSLER DRIVE, STUART, FLORIDA 34994 - - OFFICE FLOOD ZONE "X"
DATE 12-3-98I TELEPHONE (561) 287-0664
REVISED-3-2-99-CHANGE 0 SE REVISED-3-18-99-CHANGE HOUSE
REVISED-3=22-99iCHANGE DRIVEWAY IZFvICFn F_1A_QQ NFAITN nFpT_ INFn_-REV ISED-9-