587 Beach Ave Demo Plans 2013 iil I
DEPARTMENT OF NATURAL
RESOURCES MONUMENTAvro - �i
N87'58'28 W No. 72-81-A20 M A P O F S U R V E Y
22811 LOTS 5 AND 6, BLOCK 20, PLAT No. 1, SUBDIVISION "A", ATLANTIC BEACH, AS
•�� RECORDED IN PLAT BOOK 5. PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL
COUNTY, FLORIDA, TOGETHER WITH ALL THE LANDS LYING EASTERLY OF SAID LOTS 5
IPROJAND 6 AND BETWEEN THE EASTERLY PROJECTION OF THE NORTH LINE OF SAID LOT 6
AND THE EASTERLY
ECTION OF THE SOUTH LINE OF SAID LOT 5 TO THE EROSION
CONTROL LINE OF THE ATLANTIC OCEAN, AS RECORDED IN PLAT BOOK 35, PAGES 59,
59A AND 59B OF SAID PUBLIC RECORDS.
I 6g7
c�
N NOTES:
o
1. THIS IS A TOPOGRAPHIC AND BOUNDARY SURVEY.
2. BEARINGS BASED ON A CALCULATED LINE BETWEEN
MONUMENT "R-50" DEPARTMENT OF NATURAL RESOURCES MONUMENTS
_ 72-81-A20 AND 72-81-A21 PER THE COASTAL
m 2900 �-� CONSTRUCTION CONTROL LINE (CCCL) FOR DUVAL COUNTY,
saa•4a�oo"w
I FLORIDA,. THE
ECURRENT COASTAL CONSTRUCTION CONTROL LINE IS
1 a I RECORDED IN MAP BOOK C, PAGES 72 THROUGH 72H, DUVAL
1 I I COUNTY, RECORDED JULY 21, 1992.
I I 4. MEAN HIGH WATER LINE (MHW) DETERMINED USING
I j EXTENDED DATUM FOR TIDE INTERPOLATION POINT 100978
I I I I
5.0'),
LANTIC BEACH, MHW = 2.04 (NAVD 1988), TIDE RANGE _
I I I 5. SEASONAL HIGH WATER LINE AS DEFINED BY FLORIDA
1 STATUTES CHAPTER 161.053 (6)(o)2: "Seasonal high-water
I line" means the line formed by the intersection of the rising
0 10 20 40
� 9
1 I shore and the elevation of 150 percent of the local mean
ANGLE POINT I tidal range above local mean high water.
SCALE: 1" = 20' _50 �+
�_ I 2.04 + (1.5 X 5.0') = 9.54 (NAVD 1988)
I APPOSITE LOT Z 6. COORDINATES BASED ON STATE PLANE COORDINATE
SYSTEM, EAST ZONE, NAD27 PER THE RECORDED COASTAL
BRICK WALL 1 CONSTRUCTION CONTROL LINE. PROPERTY CORNER
1 NORTH 1/2 STONE WALL C 1 I I COORDINATES ESTABLISHED USING GPS, RUN USING SPECTRA
I LOT 3 I
NOR-TH.. 1/2 a,
I NO 0 rn 7 I I PRECISION EPOCH 25 L1/L2 EQUIPMENT AND TRIMBLE VRS
LOT .4 WOOD °� 7 SOFTWARE AND CONVERTED USING CORPSCON 6.0.1.
1 I DECK 4;O 1
I J N 7. BENCHMARK USED ISA MAG NAIL AND DISC LB 3672 IN
1 I I I �� �5 I 0z �� I THE WEST SIDE OF A WOOD POWER POLE NEAR NORTHWEST
PROPERTY CORNER ON THE EAST SIDE OF BEACH AVENUE..
ELEVATION = 14,04 (NAVD 1988).
ND zZ o 3' 1< 1
I 134.5' I OI Q r! 8. THE EROSION CONTROL LINE AS RECORDED IN PLAT BOOK
TWO STORY FRAME I I
1 RE91D NCE
TWO STORY N o �o O I ��� 35, PAGES 59, 59A AND 59B OF THE CURRENT PUBLIC
I I �I� I RECORDS OF DUVAL COUNTY, FLORIDA IS THE EASTERLY MOST
FRAME oz D � � �r r
T PROPERTY LINE FOR PRIVATE LANDS IN SAID COUNTY.
II 1 2 ➢ E� RESIDENCE i W�I� v,� z��
I I 9. THE GENERAL PERMIT LINE SHOWN AS PER OFFICIAL
I SOUTH / xA N ::3,01 �' N RECORDS BOOK 12975, PAGE 1781 OF THE CURRENT PUBLIC
I 1 I o I LOT 3 0 �o0 I o f I ROECOHDSFORMDUVAL
COASCOUNTY,
CONSTFLORIDA.
RUCTION SETBACK LINE
1
SOUTH
�H 1/2 O �15' ACCESS EASEMENT O I r� �Ir,
I V a'. X 1OFFICIAL RECORDS VOLUME 7337, P GE 571 1 o � - - _ � (CCSL) SHOWN PER COORDINATES AS RECORDED IN BOOK "B",
r 1 PAGES 24, 24A, 24B, 24C, 24D, and 24E IN THE CURRENT
LOT 4 � i I �'I�' � � ---- -
I �i 146.7' I _ _ _ _-- - - n
o I PUBLIC RECORDS OF DUVAL COUNTY.
, I N I Op p
00 I 134.8' NINo Z
I 0) _ Im m
_ - m
I I I
x D N x11.3
O x14.3 W 0.1 x-1.3
liI� y
S 4 I WOOD WALK x 3.� Z� x 1.7 I I
o� spQ �X-1 STREET ' 6
S r>1 15.13 I 5 7 x x 5.9 I �'
Y� irT +�► ..q•«. w ,wreir .+�. '�.. �w" . I ROAD) -° c'E� x 5.1 I
• LL PAVED PUBLIC CONCRETE W LK
��T RIGHT-OF-WAY SAF ► x 7.6 I 1 I 'o'
//�� ,
� � a�lV��`/ 0 � (40 n •J& � N x 7,21 13.� 1 9.2 0
!!
ASPHALT PAVEMENT LOW;
h'� 15.00 FOUNtR 1/2* x 8.8 x 9.9 x 10. 116 I I Q
G. 10.3x tg '3/ \ 114 I I I I I I I I I I
REBAR LS
I 14.13 15.1 4129 1 x 12.4 1 O z O 12 1�` 11 17 116 1 14 3 112 111 1 I 1 \ I `* _ r1
13.52 CO R j;RIV tf x15.6 \ I 1 1 O Z; 1
13.32 NGS 14 E �57-987T' 5 I 113 1 I 11 �' 1 I 110 1 7 1 N w I I
x 12.62 13.10 • epee sr!• ii!•�� O '# • ' 1 \ rn 1 1 Ix 17.2 l 8 I I Z 0
BENCHMARK 12.90 r .'! ' " 0' IR > I BRICK I ' 11 1 1 1 1 1 1 1 I 6 1 5 I 32 I I Z
MAG NAIL and DISC LB3672 * " • Y• ! '�� �,� "y 14,2x N$°�� tO A/C PAD WALK i? \ / ➢ 1
W SIDE WOOD POWER POLE • .! "� •• ,� �� x� 9, ' RMEt2 L > 5.6 15.6 1 I ' ` \ I I ' \ I O�0 I I I I I
ELEVATION 14.04 NAVD'88 • •� 1 CCCL 14.89 27.9' to 3.9' 0 13.0' t 3.0 I 14 1 t3 1\2 \ \ 1 I \ / I I g <o 5 I W -I
12.69 !� 13,g w �s tee. rl► «wr \
13.7 x 4. CC 146.0 rn ' ' I I I I I I I 1 I I 1 1 1 0_ I I
ob • • �r x 12.60 ,✓� c7 I I \ \ \ I I 1 1 1 Il I rri
D I I I Q II 0
t t^ 1
11zWID 6*'Tc' R;►l«. 136.0' I \ ` �` o l I I I 1 I I 1 4.1- x 2x11- - x_0.6 - - rn
II _ - _
p a 14.88 3 '` s .. O x 5.8 I
2 IRON �I_ r /1 iI 1 NI 1 �� a, ' L4 � \� 1 2 ' I `I Z
FOUNDNO CAP 'gyp E N 1 I I
6! CSN L4N(c PIPE. 12.79 N M 0 ( II I rn 7.8 I x 4.7 x 5. 5.8
TWO STORY FR o0a \ I I 4 x I
NORTHING 2180500.2 , � I r` c� 0.3' I \ \ � � I
.r • NG 531162.7 0 1`'Jl Z o \ \ 11 I x 5 I I I
g L RESIDENCE , m A x
� x 12.2
NAD Z 0 m 15.02 No. 587 nT nT \ \, \ I ( \ x1(.4 1 \ I I I I 1
13. OR I I t I o ti \ x 10.5 I I 1 1 I I I 5 4 3 I I
-�-�( 11.z Ix\ x STI x 715 1 1�1 112 1N I I I I
5 0.3' FINISHED FL ---t� 1 --1 x 13.0rri
--C 1 1 ' [,r*1 1 6
D N ELEVATION 16.2 I 1,2' x 1s;4 ^? x 14.6 1 I I I I I I
0 2 ' 15.6 ? NAVD'$8 x 15.7 \ITJ� 1 I iA \ I 1 \ I ' II D O 8 7 I I
aJJ) BRICK x 7.3' _�- 31.5' O I
WALK a----- OVERED ro Z I 1 111 I J I 1 DUNE GRASS S 1 O O D 1 I I
14 04 p 14.2 _14'^3 w o o % 1 1 I 1 1 1 Z r I 1 1 I
_ 12.80 rts4 I_1 13.5 --�J v 1.6 % CONCRETE I 1 1 1
Lo
i r;i /y. a. A, t*1 x 13� "'_'� 7,3' 22.8. 2.T �1 I 1 1 In 8 \ \ 1 \ 1 1 '_ CP O
��`` C NC CONCRETE
! �A� O l / 2 x 13.3 1 13.8 x o A C PAD -yc- LIMITS OF x 15,7 <� 1 1 I 1 1 1 ' \ 1\ I 1\ I I 1 Z 1 I I I I I
1
r "PVC C.O. to 14.34 m I I 5 1 2 I 1.8 x 0. 0
2nd STORY l
12.70 `� `-1 i0 �' 15.8 � \ m WOOD 12 \ I 1 _ II � -i 1 1 1 I 9� x I 7 � I
\ \
rI 1 I I D I STEPS I \ I 1 3 \ V x .9 x 0.1 x_ .B
x 12.71 WATER Op 14.18 36 N0 rn
l*Ci�"t (0 C3 ETERS 0. I 5.
l p • C� ELEVISI°N "� 1 x 15.8 m 114 �1 g I 1 �9 1 0 11 \ I I I' r I 1. I x 5.2 x 7
Q D ABLE RISER 14.27
r-. ,�. „� J/ 2,2' m o O� 1 1 11 r \ I I 11 \ \ x 11 5 I I x 8.8 rZT1 x 2
. ;* � C ❑ N o9 JuGi 146.8
T I Dn 7-
-48
-0 1 ' ' m O � T I O n� �� I - 1 113 11 I x912
C r Z Y�`{y` 1 0 / �p I I x 7.9
00
P D -m V l_• �! > I 1 I 12.8 x 7.7 I
DOW*.bpf O C #. p�2 _4 _ 14 10. x 8.2
0 Z_ O C 14.59 x 15.6 N OUND 1�2 48 I 1 O '
D p S J�C 14.03 x 14.6 15.6 PLANTER 4 PIPE LB 38
a p-n m CCSL 1 16.0 I W
rri
v TO FORMER
f �p II 1 N
I 0' CCCL F 1-4 ;a to
• �r P WEER rn 13.7 6' W0 "W 254.68'
83'34'06 o N oo N
„4 b` 2.1 12.3' 13. S 166.9' 0
IRON I ►► •G�
O '06"W 204.65' TO IRON E v o I o m �t
`S x13.4 33.99' TO CCCL O Ss334 SITORY FRAM . D �� G� L�n1� C�^''`"' E 1
P . • x 12.97 13.05 �2.6 N O TWO WOOD DECK I v I 1 O uOsoma
N
�.b•s` -I o R SID 555E tll�nr
T� A N P, D
Ns oA -�- 4 1
IRON c O ^' n
FOUND t/2 AP ; 142.1' IN ? O
A�.. 1 ���'�" PIPE. N0 C2180400.7 z O m O� V�"�•� "��
T� �s V NORTHING Z I I � ? Z C ^
531171.7 rn I V1 � n � � I � � n �11J�''
FASTING n z -{
NAD'83 O 167.7' N .�^
Z41 Z L
o
INTI
M
�0 0 3
-- -- Z a
rrl
I �--- -- I D O m r I 1
I r
- 1 r D Ln m
D
I I rn
, �
ANGLE POINT I - 70 I
THEPROPERTY SHOWN HEREON APPEARS TO LIE IN OPPOSITE R-51 �/
" n » " r I'VE"
I r �
FL OD ZONE X , AO (DEPTH 2.0 ) & VE (EL 15) I �m
AS DETERMINED FROM THE FLOOD INSURANCE RATE _
MA COMMUNITY-PANEL NUMBER 120075 0001 D, _ 2soo _fl I
N86'44'00'E MONUMENT "R-51"
N I �
RE ISED APRIL 17, 1989 FOR THE CITY OF ATLANTIC I J I I
BE CH, DUVAL COUNTY, FLORIDA.
II
cr
I THIS SURVEY WAS MADE FOR THE BENEFIT OF ANNE MARIE
Il ,
MOQUIN AND KIRK MOQUIN.
"NOT VALID WITHOUT THE GNATURE AND THE
DONN W. BOATWRIGHT P.S.M.
ORIGINAL RAISED SEAL OF FLORIDA LICENSED DEPARTMENT OF NATURAL RECHECK BOUNDARY AND TOPOGRAPHIC '
SURVEYOR AND MAPPER." f-RESOURCES MONUMENT SURVEY - AUGUST 16, 2012 FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295
No. 72-81-A21 FORMER CCSL ADDED - FEBRUARY 17, 2012 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672
CHECKED BY: FILE: 2012-0638 DRAWN BY: SWC BOATWRIGHT LAND SURVEYORS inc. 1500 ROBERTS DRIVE JACKSONVILLE
REF. 2012-0049 EACH FLORIDA DATE: JANUARY 26, 2012 SHEET 1 OF 1 (904)241 -8550