320 5th Street SURVEY 10.03.2019 TopoMAP SHOWING TOPOGRAPHIC SURVEY OF
LOTS 7 AND 9, BLOCK 6, PLAT NO.1, SUBDIVISION "A", ATLANTIC BEACH,
A SUBDIVISION ACCORDING TO THE PLAT THEREOF RECORDED AT PLAT BOOK 5, PAGE 69,
IN THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
CERTI11ED TO:
NATHAN PATRICK HALE JR. AND COLLETTE HALE
LOT - 11
BLOCK - 6
LOT - 12
BLOCK - 6
In
CWC. 4
3 •:.
REE a 49,m <
A_ (
9d% . * t9J W)
d Y,!
2 STORY
FRAME
GARAGE
10.0'
LOT ) - 9 (BLOCK
9.
NB
SOCK - 6
t2,,)
RE OtaIRONPIPE
LO4702
zT
N AC
ME) (9.1)
Ru -
tall LLara _ (&21 -(4, J(a4)
Jd
a1) (97) (23) t0.% (R,4)(WI
LOT - 7 BLOCK - 6 (IaD
t I) (a%
LA
LOT - 5
p BLOCK - 6
o
2,4'
2,.t' 100.00' (R)
1/2"
a(oN PPE
10x34'
ray srREEr
OAD 95
17
NEW
LYy
40' Rlw)
q1P 295
EAS pRT
LOT - 10
1FLORIDA-
6468 52210L5 ()E)4-771-6466T
v
IE 100.00' (R) RICK TBRICK
BRWA
Rp
BLOCK - 6 BLOCK - 6
92,74' (M) CIXUL9) .
C
DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL
105
4
STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER 5J-17.050
Oh/1S Blount 1.
W05D
1
qyn 15
OIRT
W
17
q
FORT J2 m
y
DRM(
BAI(Aa)
SiTE(9..)
BENCH
23 95 17 m _
MER
tb
R Jet-
Z
90
t I09 ARLINGTON
E)( RESSWAY
5TH ST w
Craig Mun.
r {
Abart
050
10
q
09A
Y4 V
A pt111Cm 10
A.N
6
PCC = PRINT I2,' CIaEA]IAN CURVE 'yrs rIx((.wr
PEO •'PILL EDUIPNEi1T PAR - rtm
P1 •'Palm IR' INTERSECTION WATER mm
OAITIY PILEPRE = POINT OF REVERSE CLAVE
Johns 9 A
M
RiverorWa
s
Jr. con
aa
so(tn c«np0
O O
COLMARKNNAIL
NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINALRAISED SEAL
1N NORTHEAST a -C9w
3ira4)
1,g
FACE 13" PALM TREE hfa"
30
taE) 0)
ELEVATION = (11.01) 0
Cow
Ta% •
a: ''
9') a 1&2 STORY
9 )
y
FRAME
LOT - 11
BLOCK - 6
LOT - 12
BLOCK - 6
In
CWC. 4
3 •:.
REE a 49,m <
A_ (
9d% . * t9J W)
d Y,!
2 STORY
FRAME
GARAGE
10.0'
LOT ) - 9 (BLOCK
9.
NB
SOCK - 6
t2,,)
RE OtaIRONPIPE
LO4702
zT
N AC
ME) (9.1)
Ru -
tall LLara _ (&21 -(4, J(a4)
Jd
a1) (97) (23) t0.% (R,4)(WI
LOT - 7 BLOCK - 6 (IaD
t I) (a%
LA
LOT - 5
p BLOCK - 6
o
CONTROL
BENCHMARK
N&D L85488
ELEVATION = (10.31)
155.03'(M)........................................................;.
0
15MW (R)
x -CUT
N rALVICINITY
2,4'
2,.t' 100.00' (R)
1/2"
a(oN PPE
10x34' M)
2 smuCnm Na m MON HEREON um wn" RDW ZONE x AS am wmamm
OAD 95
17
NEW
LYy
100.0' (R)
q1P 295
EAS pRT
LOT - 10
1FLORIDA-
6468 52210L5 ()E)4-771-6466T
v
LOT = B LOT - 8BLOCK - 6
BRWA
Rp
BLOCK - 6 BLOCK - 6
CONTROL
BENCHMARK
N&D L85488
ELEVATION = (10.31)
155.03'(M)........................................................;.
0
15MW (R)
x -CUT
N rALVICINITY MAP
TERREfL
a°
004
3 ` 5-T Jacksonville
NOTF3
1. BEMNCS ARE BAg.A 2,N PUT eaac S, PALE E9
rr4
2 smuCnm Na m MON HEREON um wn" RDW ZONE x AS am wmamm
OAD 95
17
NEW
LYy RD ANT
N 0 T TO
q1P 295
EAS pRT SCALE
1FLORIDA-
6468 52210L5 ()E)4-771-6466T
v
FA
RD
0
0
CERTIFICATE OF AUTHORIZATION NO. LB 0005488
S S Y
BRWA
Rp
BUSCHORR
HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY
OR C
DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL
105 Z
STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER 5J-17.050
Oh/1S Blount 1.
W05D
1
qyn 15
EOENFI W
17
q
FORT J2 m
y
yCAROU RD Q
ST AI RUIN
i a
23 95 17 m _
MER
tb
R Jet-
Z
90
t I09 ARLINGTON
E)( RESSWAY
5TH ST w
Craig Mun.
r {
Abart
050
10
q
09A
Y4 V
A pt111Cm 10
f. 6
PCC = PRINT I2,' CIaEA]IAN CURVE 'yrs rIx((.wr
PEO •'PILL EDUIPNEi1T PAR - rtm
P1 •'Palm IR' INTERSECTION WATER mm
OAITIY PILEPRE = POINT OF REVERSE CLAVE
Johns 9 A s 1 S
RiverorWa
s
Jr. con
aa
so(tn c«np0
Q
I\
20
W
It
TOPOGRAPHIC NATES
1.) NO UNDERGROUND UTILITY INFORMATION SHOWN HEREON EXCEPT AS NOTED, NOIAT(&!AP]' WlyS MADE
Y
BY THIS SURVEYOR TO LOCATE OR VERIFY ANY OTHER UNDERGROUND UTILITIES, PIPES, WARESORSTRUCTURES, ETC. ,
2.) BEFORE DIGGING IN THE AREA SHOWN HEREON 'USE CAUTION" CALL 811 FOR LOCATION OF MOSTUNDERGROUNDUTILITIES.
3.) THE SURFACE FEATURES SHOWN HEREON REFLECT CONDITIONSASTHEY EXISTED ON THE DATESHOWNHEREONANDCANONLYBECONSIDEREDINDICATIVEOFCONDITIONSASTHEYEXISTED ATTHATTIME.
4.) NO SPRINKLER SYSTEMS, IF ANY, ARE LOCATED BY THIS SURVEY.
5.) CONTROL ELEVATION WAS DERIVED FROM THE FLORIDA PERMANENT REFERENCE NETWORKFRRN) NAD83 (2011) - EPOCH 2010.000, USING AN EPOCH 50 SPECTRA PRESSION GLASS
RECIVER. THE (FPRN) BASE STATION KREG WAS USED IN THIS SESSION AT 10.20PM ON
1G-230-2019. AN ONSITE LATITUDE OF 30'16'47.78810" AND LONGITUDE OF 081'23'51.65563,
FOR THIS POSITION WAS RECORDED AT AN ELEVATION OF (10.31) FEET NAVD88. AN X CUT IN THE
PAVEMENT OF FAST COAST DRIVE WAS LEFT AT THIS POSITION AND ELEVATION. ELEVATIONS ARE
SHOWN THUS (12.85). THE ELEVATIONS FOR THIS SURVEY ARE 1N REFERENCE TO NAVE) 88 AND
ARE IN FEET. THE 'X' MARKS THE SPOT OF ELEVATION AND THE TEXT IS PLACED AS CLOSE AS
POSSIBLE TO MAINTAIN 'READABILITY'.
6.) THIS IS NOT TREE SURVEY.
7.) THE WATER, SEWER, GAS AND ELECTRIC INDICATORS AS SHOWN HEREON,
IF ANY,. ARE SURFACE MARKINGS AS FOUND AT THE TIME OF THIS SURVEY.
8.) THE PROPOSED POOL AREA SHOWN HEREON IS APPROXIMATE ONLY. THE INFORMATION IS
AS BEST SCALED FROM PLAN BY ISLAND POOLS, PROVIDED TO ASSOCIATED SURVEYORS, INC.
VIA EMAIL FROM ROBBIE JOHNSON, (robb(e®rjotlant)c.com).
tE 99190E ALAE N2 ANMlAL CHNaE f1:9W5 PENH/ iL9W EOaI 'kFaDrCawmtRiAYULEARG9 (Ess AUN l saws IN.e AFN AREAS wrox9,m Ar Fa(EEs FAY ,x AMxuAL aLwfs Y4A. w an ANNUAL pLWCE F1 . NGS M IR NMFAL CHANCE w,M AVERW DEPM OP IAS TUN Iao.
N E Y O GENERAL
J
K R s NOTF3
1. BEMNCS ARE BAg.A 2,N PUT eaac S, PALE E9
2 smuCnm Na m MON HEREON um wn" RDW ZONE x AS am wmamm
4 A SSOCIATED SURVEYORS INC,
FRdI F.
AS
A
E%
RrLOOD*
ONLY rNE_
9pDA,E n -z zaa1AISaAANNESLNVEY5P. PANELE E M 1 ff ,NaR OfO T001NLg Wp N411 WX% F AW, NOT OEMW=
4. J>R nxRUL Al UIMRaYRN y
lY LAND A:. ENGINEERING SURVEY$
1: S TIVE ACAS F ANY, NOT LOCAUD BY TM AFEIEY.
E. AOS SEARCH BASED 9N LE9w. pESCmPA9Ns PIAM9RA. nfI PLbHC REcama'ERE
1- ,9. 3846 BANDING BOULEVARD
JACKSONVILLE,
NST SEMGIm aY TM .911AMNOS fRR EAAINML AA4 C9'VRiwfi3, B.RL'9Em,
a AsDIERE9HEAvy LI
mOONs REQNDs
a( DTsxSTA
1FLORIDA-
6468 52210L5 ()E)4-771-6466T
v
NUCAT
III ERI7. axFSS OIIIEA9a5£ STATED ALL 8fOP1 fNP6 f9lMD ItAIE N9 IDWIIRCAAttiEDALLKINPMACWoa(Tr"
0
0
CERTIFICATE OF AUTHORIZATION NO. LB 0005488
S S Y
Ep-
0EN
IDNERAc • AIR c . WIL9iRESTR[LT[N LIME pRSN FIFES IDFkL SULYEYIR L RAPPER
CN
n
rTTIFREME
RECQtD (b, ss RO:
UR = ca RltMFTS L RES)RLCTI= RLS = REGISTERED LN® 9NYEYm
HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY D CH a 'mm w,, • Rla w VAT
caw : CAN NI READ crm = rYPIGv.
DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL
caC Cu9nETE a' . 'S" IRT PIPE M OR RMAR (RA) cava " COVERED
STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER 5J-17.050
at ASSOC EARN 2,R L.a GMERm:ELECTRIC ROx . -
fww om RPE (P) DR PMEr •
THROU/
yG/GHH1/)
1 052. FLORIDA ADMINISTRATIVE C DE, CHAPTER 472, F.S. ANmkom
ELEWRIC TRANSf0R1n, N PAR a . . , eouNo RWBNFar (ajEAR.&ELECTRIC A9RO,In CRO53 2,T 2,e DRRL Na.2
R
S j LICENSED SWOFETaR-x—x-x-x-xxX-GUM LEAS FENCE
BY: tiYaLY. V\ - E
v
I9 NEAL1AffD—t—t--I—I— [TAL FINw
NLA NAIL L ISCwN: FENCE
Drm . WrICIN. R[am s >mt NDOD :EWECHARLESB. HATCHER FLORIDA CERTIFICATE 71
CHARLES L STARLING FLORIDA CERTIFICATE N .4579 A FDKE
P°DIF1uCIs a " -Ate,-+"+. ova VRAYMONDJ. SCHAFFER FLORIDA CERTIFICATE 0. 6132
TIo
PCC = PRINT I2,' CIaEA]IAN CURVE 'yrs rIx((.wr
PEO •'PILL EDUIPNEi1T PAR - rtm
P1 •'Palm IR' INTERSECTION WATER mm
OAITIY PILEPRE = POINT OF REVERSE CLAVEJOBNO, 75218 DATE 10-03-2019
SCALE: i" = 2E)'DRAFTER CLS s e
P°
A"
r = Pali Ir TAN
P'0t8 r .. ... . . . . . .. 'prr aroR
PLS = PR7ESSI0NAL LAM aRVEM11 0• • - I, - • • - - CFNwAL AWE
NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINALRAISED SEAL OF A FLORIDA UCENSED SURVFYnR AIJn L/APPFR