303 10th Street Topo SURVEY 10.15.2015MAP SHOWING BOUNDARY & TOPOGRAPHIC SURVEY
WITH PLOT PLAN OF FILE,
CC
(DESCRIPTION AS PROVIDED)
THE SOUTH 75 FEET OF LOTS 2 AND 4 BLOCK 13, ATLANTIC BEACH SUBDIVISION A AS RECORDED IN PLAT BOOK 5,
PAGE 69, CURRENT PUBLIC RECORDS, DUVAL COUNTY, FLORIDA, EXCEPTING THEREFROM A STRIP OF LAND LYING AT
THE SOUTHEAST CORNER OF SAID LOT 2, SAID STRIP AND MORE PARTICULARLY DESCRIBED AS:
COMMENCING AT THE SOUTHEAST CORNER OF LOT 2 BLOCK 13 FOR A POINT OF BEGINNING; THENCE RUN NORTHERLY
ALONG THE EAST LINE OF SAID LOT 2 A DISTANCE OF 57.85 FEET TO A POINT SAID POINT BEING THE POINT OF
TANGENCY BETWEEN THE EAST LINE OF SAID LOT 2 AND A CURVE, THE RADIUS OF WHICH IS 146.32 FEET AS
MEASURED WESTERLY FROM SAID POINT OF TANGENCY THENCE RUN IN A SOUTHWESTERLY DIRECTION ALONG SAID
CURVE A CHORD DISTANCE OF 59.07 FEET TO A POINT IN THE SOUTH LINE OF SAID LOT 2 THENCE RUN IN AN
EASTERLY DIRECTION ALONG THE SOUTH LINE OF SAID LOT 2 A DISTANCE OF 11.92 FEET TO THE POINT OF
BEGINNING. _
CONTAINING 7,274 SQUARE FEET AND/OR 0.17± ACRES, MORE OR LESS
CERTIFIED TO: LENDRY HOMES LLC.
Slab
Driveway #1
Driveway #2
BOUY RESIDENCE 30310th St Atlantic Beach
Existing Home New Home
1,435.00 3,007.00
294.00 390.00 Permeable Pavers 779 /2 I
564.00 N/A
42.00 20.00
7,274± SQ. FT.
DRIVEWAY TO R/W
10.00
Permeable Pavers
zu
Sidewalk/Entry/ Driveway
3,007± SQ. FT. 41%
TOTAL IMPERVIOUS COVERAGE
3,855± SQ. FT. 53�
1-51
_
16.00
I.O. ' IDENIIFlCATKIN
Right Entry Stoop
_— 4
ESM'r - EASEMENT
CONI - cM,M
Garage Stoop
14.00
48.00
Rear Porch Steps
MON. - Mosuuwr
P.T.- ..0 a TINOENC,•
SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS
ALL
I.P. - IRON PIPE
ROD
21.00
PURSUANT TO CHAPTER 472.027 / CHAPTER 61G17-6, FLORIDA STATUTES.
A/C Pad
I.R. -INION
G �'T '�
PC - PONT OF WINE
P.R.C.. POW OP REVERSE CURJE
AMER/CAN
SURVEYORS
2,335.00 3,526.00
P.C.C. - POINT OF COYPWND CURVE
Difference Existing / New
OF FLORIDA,
1,191.00
B.R.L - BUILDING RESIRICIION
F.P.sL- FLpnw PowER a uONr
Difference of 400 s/f or over need swales
INC.
I
NGVD - DAW.N. cEGOET�c vERnGL
NA
I I
SET 5/8" LR 9p/31'UN90'00'00WW 100.00'
`-
SET 5/8" I.R _., 'p
LB /{3857
NAw - NOUN AAM -N vumOK
LB 3857
I�kfi4
h 4� .
T" ra /us��r�o a g'�
— — —
, 6
PROPOSED PROPOSED
R/W . RKRR- WAY
P.I. - P=.' OF INTERSECnON
L(JL?L:.K4y O¢ t1<jH2.
4'zb' CONIC. 3'z7' CONIC.
8 0O
- TENCE
O
7
o s uTH '
STOOP A/C PAD
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5
n OT 4�
DOCK 1
I
TOB - TOP OF BNIK
o
ti 10.5'
A'
PROHpSED
BODUUUY
9.0'
F. B. DC 146595, PRINT
<
D�✓NP _CURVE DATA C
g�
m $ m �^
RESI*NCE
•�
(CALCULATED)1
10
D=56.00'
o'�
�'
N N11'38'34"E
om
< CH = 59.07'
a oa
moo
W R = 146.32'
w a
A = 59.47'
o �a ao
j
A = 23'17'19"
0
Q
ss'
/
1: _`(
W
oiPROPOSEDn
O
COVERED
/SOUTH 75 '' Ocq
Z 9•
19.0'
ENTRY
/ LOT 2�
O�
1 L
a
3D.6' —
J .' t o
BLOCK 13 - Z
'
10 B.R.L.
PROPOSED
11
l POINT OF COMMENCEMENT
oti
S wATERO M
GRADE o°,
SOUTHEAST CORNER OF LOT 2
— —o,a
0 44:*'. CONC.'$IDEWALK; ' N9p'OD 4D.<
N90'00'00"E
BLOCK 13
,
-.88:D8
WPP .-ci
11.92'
TENTH STREET
(40' RIGHT OF WAY)
PARCEL BOUY RESIDENCE
LOT SIZE
7,274± SQ. FT.
DRIVEWAY TO R/W
779± SQ. FT.
APPROXIMATE CONCRETE ON-SITE
53± SQ. FT.
TOTAL BUILDING COVERAGE
3,007± SQ. FT. 41%
TOTAL IMPERVIOUS COVERAGE
3,855± SQ. FT. 53�
BUILDERS ENDORSEMENT
SIGNED:
NAME:
DATE:
NOTE :
NO LOT GRADING ENGINEERING PLANS
WERE PROVIDED BY THE CLIENT PRIOR
TO THIS DRAWING.
PLOT PLAN; W.O.# 146836 (OFFICE)
THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. FOUND 1/2" IRON PIPE; NO I.D.
THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN o UNLESS NOTED OTHERWISE
ON THIS SURVEY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
THE LAND SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ONE "X" AS WN
ON FLOOD INSURANCE RATE MAP 0409 H FOR THE CITY OF JACKSONVI ATED 06-03-13
ALL AMERICAN SURVEYORS OF FLORIDA, INC.
LAND SURVEYORS - 3751 SAN JOSE PUCE SUI7E 15 - JACKSONVILLE FLORIDA, 32257 - 904/279-OOM - LICENSED LAND BUSINESS NO. 3857
Legend
F.F.E. - FlNRH TLOOR B ATWN
NC - NR CONDIIXINER
THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE
1-51
_
B1a - ow
I.O. ' IDENIIFlCATKIN
SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN
_— 4
ESM'r - EASEMENT
CONI - cM,M
P.R.M. - PERWNTNT RETSRENOE
AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS
MON. - Mosuuwr
P.T.- ..0 a TINOENC,•
SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS
ALL
I.P. - IRON PIPE
ROD
P.C.P. - Pm"w CONTROL PONT
PURSUANT TO CHAPTER 472.027 / CHAPTER 61G17-6, FLORIDA STATUTES.
I.R. -INION
G �'T '�
PC - PONT OF WINE
P.R.C.. POW OP REVERSE CURJE
AMER/CAN
SURVEYORS
ON .CHORD
P.C.C. - POINT OF COYPWND CURVE
SURVEY NOT VALID UNLESS EMBOSSED BY SEAL
OF FLORIDA,
(c Lc.) - i�cuuTm
B.R.L - BUILDING RESIRICIION
F.P.sL- FLpnw PowER a uONr
JAMES D. ON,No JR.48 No. 2647
INC.
ff�fro(opppp))
W _
NGVD - DAW.N. cEGOET�c vERnGL
NA
IUAN,
BOB L PRTMML, Na. 4827
SCALE 1"=20'
S CENTER UNE
NAw - NOUN AAM -N vumOK
— 9
R/W . RKRR- WAY
P.I. - P=.' OF INTERSECnON
7
- /1'�I �
11-I&
- TENCE
Eow - EODE OF WATER
DATE 10-15-15 LORIDA REGISTERED SURVEYOR AND MAPPER
—8
WPP . WV OD POWER POE
TOB - TOP OF BNIK
F. B. DC 146595, PRINT
DR. BY ERB
DIR. P:\2015\79551-146636-plotplun ORDER N0. 146836
FILE 79551