1380 W Plaza DEMO 2014 ,
EDGE OF PAVEMENT
WEST PLAZA ROAD
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50. ' R W
1/2
1.29' NORTH
0.4a' NORTH N 89'39'41" E 102.00' (M) 0.20' WEST 1/2' 1/2"
0.20' WESTBEARING REFERENCE LINE LB 6715 i"
02.00, (R) :'.::.:'.''.. S 89'39'41' W 193.51' (M) 00- 1/2" f, "
1/2' 42.00' (R) 60.00' (R)
102.00' (R) `� (R) 41.73' (M) S 89.39'41" W 80.17 (M) 102.00' (R) S 89'39'41' W 30.02• (M)
1/2" S 89'39'41 W 101.92' (M)
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AOCORDING TO THE P
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'POOL 8 a rn M
AS RECORDED IN PLAT B OK 18 PAGE 34 OF THE CURRENT
I _ PUBLIC RECOR S OF DUVAL COUNTY, FLORIDA.
ORV 16389, PAGE 21155
BRICK APPROAMATE
LOCATION CERTIFIED T0:
PAVER I ORAINFIEL D I
WALK f
PAUL A. STANFORD,
TOP of SLOPE VYSTAR TITLE AGENCY
J FIRST ERICAN TITLE INSURANCE COMPANY,
\ / 1/2" "' AND VYSTAR CREDIT UNION.
\"s \ -- . - TOE OF SLOP.L - . -
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9.7' LB 5488
CITY OF ATLANTIC BEACH
RE NO. 172386-0000
ORV 14859, PAGE 396
FLOOD ZONE"X".AREAS DEIMINED TO BE OUTSIDE THE 0.2X ANNUAL CHANCE FLOOD PLAIN /FLOOD ZONE "X(SHADED)" s AREAS OF 0.2X ANNUAL CHANCE FLOOD; AREAS OF IX ANNUAL CHANCE
WTH AVERAGE DEPM OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1X ANNUAL CHANCE FLOOD.
QENlERAL MOTES,
V E Y p S 1. BEARINGS ARE 13ASED ON CRY ORV 16389, PAGE 2156
�J 2. STRUCTURE NO. 1360 SHOWN HEREON LIES WITHIN FLOOD ZONE AF AS
ASS C I A T E D S U R V E YO R S INC.
BEST DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL N0. • E DATED 0 FOOTINGS.
.
THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS.
p / /` ' `BRO- PIPES KE IC
cot4 "� • W 4, JURISDICTIONAL iF ANY, NOT YD
LANG 6C ENGINEERING SURVEYS AND/OR ENVIRONMENTALLY AREAS IF ANY, NOT LOCATED
�cp
CO ��Rqp 3846 BLANDING BOULEVARD BY THIS SURVEY.
- _ 'q' CK i '�._ 4• JACKSONVILLE, FLORIDA 32210 5. THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC RECORDS
-i' A '� 904-771-6468 WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, COVENANTS,
BROKEN CONCRETE S.R.L.-S. RESTRICT
;� :'- ��' -'` i ONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. THERE COULD BE
_ _ RIP•-RAP _ � .i � �• � � i/2" J MATTERS
AFFECT IPARCEL.
O � 6. UNLESS OTHERNASE STATED ALL IRON FOUND HAVE NO IDENTIFICATION.
• .._ k S S dRCATfi. F AUTHORIZATION N0. L8 0005488
< i HEREBY C I11�1'_-iHLS. FJRVEY WAS DONE UNDER MY LffQI[NDI AE®RfVlAT10N*
291
• g ..•
DIRECT,.SUP hSIOId.AtJD' MfiS 'THE MINIMUM TECHNICAL 0 SET IRON PIPE OR REBAR P.C. - POINT OF CURVE CH CHORD
MEAN HIGH WATERLINE ESIAgLISFp "ASSOC.SURVEY" OR L.B.5488 P.T. - POINT OF TANGENCY (R RECORD
STANDARDS FOr'2 a. SURVEYING P'l}BSUANT TO CHAPTER 5J-17.050 o.U.--OVER HEAD UTILITIES
• 01-26-200c) EIEy 'r • FOUND IRON PIN OR PIPE (IP) ' (M� . MEASURED
2.20 NGVD 29 THRO 17. 12 FLORIDA TI1"E CODE, CHAPTER 472, F.S. ■ FOUND CONCRETE MONUMENT (C.M.) *1 • FIRE HYDRANT
A q� r PER ORV 18388. PAGE 2/58 X- CROSS CUT OR DRILL HOLE CONC. CONCRETE DATA
Ag - AIR CONDITIONER (R, COMPUTED D
BY: O.R.B. OFFICIAL RECORD BOOK ®® _WATER METER L. - ARC LENGTH
UN-NAMED
TI .. O.R.V.-OFFICIAL RECORD VOLUME . POOL EQUIPMENT
CHARLES 8.,:>;1ATCHE �FL(?RIDA TIFICATE N0. 3771 M- MONUMENTP.M. PHONE RISER
DAL Ct K' CHARLES L STARLING---`f�DRjDA CERTIFICATE NO. 4579 a RLL:-BUILDING RESTRICTIONSTNLINE X X CHAIN U KK FENCE a TT - �T OF WAY
- in • '-. RAYMOND J.•SCHAEP' R i:' RIDA CERTIFICATE NO. 6132 E.T. -ELECTRIC TRANSFORMER & PAD - •- BUILDING TIE
J.E.A.-JACKSONIALLE ELECTRIC AUTH(MIITY V"V
JOB N0. 6000` ! ', DATE 07-25-2013 N¢ec TS
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SCALE: 1' 20 DRAFTER
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