HomeMy WebLinkAboutBoundary SurveyTYPE iOF SURVEY..
BOUNDARY
=PLOT
PLAN
U
C TIE IN
FINALI
TOPOGRAPHIC
COMPLETED ON:
8-21-14
LEGAL DESCRIPTION:
o SURVEYORS. NOTES:
LOT 14 AND THE NORTH HALF .?FAT
I M 1.
UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
PORTION OF THE VACATED ALLEY LYING TO
THE SOUTH OF.LOT 14 AND WHICH IS
w 2.
SHOWN HEREON.,.
NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
APPURTENANT THERETO, BLOCK 2, CORAL
p
LOCATED UNLESS OTHERWISE SHOWN.
COVE BEACH SECTION ONE,•ACCORDING TO
'THE PLAT THEREOF AS
Z►) 3.
THIS SITE LIES WITHIN FLOOD. ZONE "AE" BASE FLOOD
RECORDED IN PLAT
II
ELEVATION= 5.0, ACCORDING TO THE FLOOD INSURANCE
BOOK, PAGE 11. PAGE 30, OF THE PUBLIC
RATE MAP, COMMUNITY PANEL- NO. 12111CO181 J.
RECORDS OF ST. LUCIE COUNTY, FLORIDA."
EFFECTIVE DATE FEBRUARY 16, 2012.
O U 44.
FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
ABBREVIATIONS:
:'SURVEYOR
AND IS'•.PROVIDED•AS A.COURTESY. THE FLOOD
(C) =CALCULATED
U`�,
ZONE SHOULD BE VERIFIED -'BY A DETERMINATION AGENCY.
M = MEASURED•
_
BEARINGS SHOWN HEREON ARI= BASED ON THE EAST LINE OF
= PLATLOT
LOT 14 AS BEING S02'51'13"W ACCORDING TO THE PLAT
CB
CBS =CONCRETE BLOCK STRUCTURE
6.
D MENSIONS SHOWN DESCRIBED
ALLARE PER PLAT UNLESS
CMP, = CORRUGATED METAL PIPE
OTHERWISE NOTED.
CNS =COULD NOT SET
CONC = CONCRETE-
7.
SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT
FFE = FINISHED FLOOR ELEVATION
o
VALID WITHOUT THE SIGNATURE•AND ORIGINAL RAISED
SEAL OF•A FLORIDA LISCENSED SURVEYOR AND MAPPER.
FND = FOUND 5 8".IRON'REBAR
8.
•
ADDITIONS OR DELETIONS TO THE SURVEY MAP.OR REPORT
-IRC = 5/8" IRON REBAR WITH PLASTIC CAP
BY OTHER THAN THE SIGNING PARTY OR PARTIE,P— IS
I R = 5/8" IRON REBAR
PROH I B I TE - N9E14F®OF •i HE SIGNING PART*'OR
OR
L = LENGTH OF CURVE
PARTIES. tjIN, SI j
80 = PROPERTY CORNER
,+1 Hfr(.:•
j
Pin I = PROPERTY L I NE FRONT_
P = PUBLIC UTILITIES AND DRAINAGE EASEMENT FIDES
= RIGHT• -OF -WAY
SET 5/8" IRON REBAR WITH PLASTIC CNR
CAP "AJP PSM 6330" REAR
BIMINI DRI �Ec
FND 60' R/W - 20' ASPHALT ROAD
S87'08'47"E 1228 64'�M3 RAILROAD
59.66' C SPIKE
59.65'�P3 0 80.00'(P) 80.02(C) 0 1088.96� C
M I o 1088.69 P3
® o
MAN HOIR.ME 15'X24-RCMP_ M
RS87908947"E 80,
2'
I[PI Ce Wp�R FND IR /
CON4
�j.y. . DRIVE
r�,3�jL' �/'„ ` l� �h1;} .,:.. ., °ENTrgED 58.10' ice.
4'X'
LOT 15 C0 ° g LOT 14 BLOCK 2
f
BLOCK 2 ❑ N 1 STORY CBS g i'�� LOT 13 '
RESIDENCE cw BLOCK 2
11.92' g' 25.30, 38.05 .
• �p
"Q 'E OFNPL C NC M 'roe GATE CE OOCORNER
,.r ui 4. X18.0' 0.5'W OF PL a
%`�+'�> 12.75'to
ONNC M /✓'�.y
ad
CNS 6' _}
w
OCCUPIES
CORNER 6.1'X1o. RAMP p� oDs
UPIES PC OR METALS D 6 yyyy0OD ��NN
11.13' INTERSECTION°E
0.2'S 0 8'W
o THE NOR OF P$OR
20' VACATED c I OF VACATED ALLEY 2 10 a5'
CNS
ALLEY o A FENCE POST
INN87'08'47"IN9• ®Ln E S PCOR .
p� � i� T� EPH �'
BASIN
LOT 15�'�^
r
BLOCK 1 LOT 14' ram"
,
257 BIMINI DRIVE LAST FIELD DATE: 8-21-1
rtE�
SCALE: 1 "=30' ALEXANDER J. PIAZZA PSM, INC. CERTIFIED TO:
MICHAEL S. HAWKINS & ASHLEY B. HAWKINS
DATE.: 8-21-14 Surveying • Mapping • Consulting
619 SW Blltmore Street•
DRAWN: CJM Port St. Lucie, Florida 34983
JOB NO.: ® Phone: (772) 340-7770
14-1822 LB#7280 ,Fax: (772) 340-2250
K:\BUILDERS\DWG2014\DWG\14-1822.dwg, 8/25/2014 9:50:57 AM