49 DUDLEY ST DECLORATION OF STORM WATERFOR USE WHEN OWNERS ARE INDIVIDUALS; IF MARRIED,BOTH PARTIES MUST SIGN]
AFTER RECORDING RETURN TO:Doc#2021337554,OR BK 20070 Page 737,
City of Atlantic Beach
800 Seminole Road
Number Pages:3
Atlantic Beach,FL 32233 JODY
PHILLIPSd
1 03:47 PM,
JODY CLERK CIRCUIT COURT DUVAL
COUNTY
RECORDING $27.00
DECLARATION OF STORM WATER RESTRICTIVE COVENANT
KNOW ALL MEN BY THESE PRESENTS: .1 i'
WHEREAS, the undersigned LJ(IIy /1 ION 1
OEc' hereinafter "Owner"), whose address is
91 1 .,bLEy 5-r4e T,is the fee simple owf er(s)of that certain property situated and being in the City of Atlantic Beach,
Duval County, Florida, more particularly described on Exhibit A attached hereto and made a part hereof (hereinafter
Property");and
WHEREAS,Owner desires to utilize said Property as a building site;and
WHEREAS, a certain onsite stormwater storage facility must be constructed and maintained on the Property in
accordance with the Code of Ordinances of the City of Atlantic Beach, Florida.
NOW,THEREFORE,Owner does hereby declare as follows:
1. That the Property will not be used in violation of any ordinances of the City of Atlantic Beach now in effect or
hereinafter enacted.
2. /hatghat the onsite stormwater storage facility, constructed in accordance with that certain approved site plan,
dated 20 2 Yas shown n Exhibit B attached hereto and made a part hereof, and depicted on that certain
post-construction survey dated I 202(, as shown on Exhibit C attached hereto and made a part hereof,
documenting proper construction an required volume of storage(hereinafter the"onsite stormwater storage facility"),shall
be maintained in good working order,condition and repair and clear of all debris,at the Owner's sole expense,at all times.
3. That Owner shall allow representatives of the City of Atlantic Beach, following reasonable notice to Owner,
access and entry onto the Property for the purpose of inspecting the onsite stormwater storage facility as more particularly
described in said Exhibits B and C,to determine compliance therewith and the applicable Code provisions of the City.
4. That this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and
title to the Property and shall constitute a covenant running with the land and shall be binding upon the Owner and Owner's
heirs, personal representatives, successors and assigns and may only be released by a written and properly recorded
document executed by the City of Atlantic Beach,or its successor,in accordance with the ordinance of said City then in effect.
IN WITNESS WHEREOF, the undersigned has/have caused hand(s) and seal(s) to be affixed hereto on this
day of 20_
OWNER(S): A 7/
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1/ U1V 0 c Print name) ` e.4.1Printname)
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STATE OF FLORIDA
COUNTY DUVAL
T - : -•. : ' rument was acknowledged before me this )744.day of je,_ ,201- by Linc_,Ly 1-4 t,<c4C5who is
personally known t. me or has produced as identification. I
My Commission expires: 74 l IA,.
4
OTARY PU IC,State of Florida
MARY ANNE Dl ONT
Carmie. 0 H 199687
011899E3-1 E*pi'S any 19,2026
g
LEGENDLOT 3 BLOCK AS SHOWN ON MAP OF 8
P.C. POINT OF CURVATURE R RADIUS NP.T. POINT OF TANGENCY AorD DELTA(CENTRAL ANGLE) LINE TABLE DUTTON ISLAND o,P.R.G. POINT OF REVERSE CURVE A or L ARC LENGTH yyP.C.C. POINT OF COMPOUNDCURVE Cor CH CHORD LINER LENGTH DIRECTION W K WP.R.M. PERMANENT REFERENCE MONUMENT CB CHORD BEARING AS RECORDED IN PLAT BOOK 74 PAGES 95 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA. Oq
P.C.P. PERMANENT CONTROL POINT R) LINE RADIAL TOCURVE L1 18.78' N00'54.36'W ES LLB.R.L. BUILDING RESTRICTION LINE NC AIRCONDITIONER
CLF CHAIN LINK FENCE CONC. CONCRETE CERTIFIED TO: PINNACLE HOMES CORP J5'RAN RIGHT-0F-WAY RD. FOUND a
O.R.B. OFFICIAL RECORDS BOOK I.P. IRON PIPE N 5 9.
OIL ON UNE M) MEASURED CO Z
e- BREAK LINE
FFE FINISHED FLOOR ELEVATION
P)
FENCE NOTES: GENERAL NOTES:K„11)Z
1) BEARINGS SHOWN HEREON ARE BASED ON THE U=
1.)ALL ELEVATIONS SHOWN HEREON REFERENCE NAVD-88. NORTH R/WLINE LINE OF DUDLEY STREET AS N'4 a.
2.)THIS SITE PLAN DOES NOT PURPORT TO BE A BOUNDARY SURVEY. S86'58.43'W,PER PLAT.
3.)LOT AREA=9,421 SQUARE FEET MORE OR LESS.
4.)IMPERVIOUS AREA=20.05% 2) THIS PROPERTY HAS NOT BEEN ABSTRACTED FOR
EASEMENTS,COVENANTS,RESTRICTIONS.(
3) UNDERGROUND UTILITIES SERVING THIS PROPERTY itp
pHAVE
NOT BEEN LOCATED OR SHOWN.
O.R.8.14583 e TOP AREA (9.0) = 981 4) THIS PROPERTY APPEARS TO LIE WRHINFLOOD Z
PAGE125 )N BOTTOM AREA (8.0) = 422 ZONE'WAS SCALED FROM F.E.MA FLOOD Q
UoLuI[INSURANCE RATE MAP,PANEL 120077-0408J,DATED
c7,
ON
4 WIDE OVERFLOW LOT 1 6-3-2013.
ELEV 8.8
N N88°58',1"E .i:5.17' 1.0.6Y
D.'PfT"'.
D Digitallys'•L=: • MaEAc9y';'
KrIliw 1 91'FASEMENI) u 0. Reynold D. F, >`
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5 8.5 0
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W o ^'
x Date:202e,.*=.09 * zx
C7 O F.F.ELEV 10.50 PATIO PetersonTAE ,
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q 12:32:56- ?4.4 o r,;
0.. ZZ I\Y d \ L N I .g,. EL. 8.0 s„o;;n'io .,Y Y
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0
ilia
2 ' 20 B.R.L.___ ..O 8.62)
REYM%D DPETERS.
N w I. ;z, T'8.0 CROSS SECTION A-A
LL Y I i to/ E:iai1y+'' 27.,•N.T.S. O 0 Io 0
ATIO 9 8 6" PVC PIPE
5.T- Iw= p (
TYP.)0 0 I o / 9 8 Q 4 I b TYP.
e DRAINAGE NOTE:
U tei
O I/ o 1. THE COVERED PORCH AND STOOP SHALL BE
W SLOPED AT MIN. 1% AWAY FROM STRUCTURE. AT THE H
V 1 I/,
pg,
I / 14 MP CONNECTIONODOWNSPOUT608TYPICALELEVATIONDROP SHALL
BENT
OF THE PORCH A4DINCHES. TME
u.1
CL gxo," W (TYP.) 1 Si E 1- 0 a
U x x o?`2 '•MP 0 w 2. GROUND ELEV. AT FOUNDATION SHALL BE MIN. 61N I W
LL M I a PROPOSES 9.8 o o LL BELOW F.F. ELEV. p W Q
O X RESIDENCE i LOT a 9.0'PM J LL 0 Z
FFE(10.50) 100 80 8.0'PMop 3. CONTRACTOR SHALL BE REQUIRED TO BE WITHIN 0
I 9.8 O 0.1 FT OF DESIGN ELEVATIONS.0 Z pR. Y\ I.0 e 18.0'PMIbCO 4. DOWNSPOUTS ARE TO BE CONNECTED TO UNDERGROUND v Q F
1 h, GUTTER DRAINAGE 6" SOCK DRAIN PIPE CONVEYED TO STORAGE AREA. cn
n 11.5
N
1851)
L,.-1, 5. GUTTERS ARE SHOWN FOR ILLUSTRATION PURPOSES ONLY.
9..
ENTRY m
GUTTERS SHALL BE DESIGNED PER MANUFACTURER'S RECOMMENDATION.
Irk W / 23.00• 27.1'
cry, 0,
e
zo a.R.L. 19.8 16o oD DRAINAGE LEGEND 00.0 00.0CONC.HEADWALL / 4 .\
i 9.5 PRE-FLOW ARROW PROPOSED SPOT EL.
s INV.=2.95 47-
CONC.HEADWALL CONC.
REVISIONS
I .Is; INV.=3.17 i
DRQ " R POST-FLOW ARROW X TO BE REMOVED
18"RCMP-18 LF 1`` it o
VV
E 0'3'' 34'(T -r EMENT) S89°16'30"W 1 j 50'(D 12.0'PM.._/ 00.0) EXIST. SPOT EL. p SOCK DRAIN PIPE WITH POP-UP
i S88°58'43"W 94.29' 17.6'GM S88°58'43"W d69.29'(M)
12.0,M.......'\,.____
O TREE PROTECTION
POP EMITTER
E 31.8'10 FD. I.P.83295 J
g j'IWOODGUARDRAIL0.60'SOUTHERLY) GRAPHIC SCALE12"RCMP a X t+PLOT DATE. 09/B/1020
CRABS BY: KG4CQC.`HACK•-C 20 0 t0 20 40 8o DESIGNED BY: ROP
C CHECKER BY: HOP
FADE OFPAVEMENT SCALE AS NOTED
8 CATCH BASIN D
oe NO
8 TOP=7.22 SITE BENCHMARK, DUDLEY STREET .®
NE INV.=3.32 NAIIJDISK a caowN of ROAD- IN FEET ) SHEET NO.
W INV.=3.73 ELEVATION=8.58 1 inch = 20 ft.
F NAVD-88) o C-1
I
g
LOT 3 BLOCK - AS SHOWN ON MAP OF
DUTTON ISLAND M,
AS RECORDED IN PLAT BOOK 74 PAGES 95 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA. p 4
IALL
CERTIFIED TO: PINNACLE HOMES CORP J i--w_
NZOOMi
K co Z
Y.14a
36'MIN.METAL OR WOOD FENCE POSTS DRIVEN
INTO GROUND A MIN.OF 1•-0'
Iii.,O.R.B.14583 I 5.0_C_ tk ci
PAGE 125 µ FILTER FABRIC
U LOT 1 I LOT
2 N88°58'43"E 85.17' _FILTERCLOTH r" o 4D'
PET 191'ItASt y T) TRENCH Reynold D. D'9"' ,...,t 1:_,,,,,,v: ^1'`'•,' o Re .Peterwn
O:x x e
x x W Peterson Dai3110" zo.o9.0
Zcs i!_ ST"TE OF
4.:BACKFILL TRENCH WRHli 0 EORIOF'
411,EARTH AFTER PLACING CONS II—Ii%SipEN;'•`"h FILTER CLOTH TRUCTION AREA I
NA:
4,
1''.?8.0'
MB
I
o EYNOLDm
PETERSON
W 20'B.R.L.
f 05 a[n+anD aEr[
awx
aEMN&
n5m59 Z CONSTRUCTION
SPECIFICATION$
QW 27 7 1. FILTER FABRIC TO BE FASTENED SECURELY TO FENCE POSTS. O1"°"
n 2. SILT FENCES TO BE INSTALLED IN LOCATIONS AS SHOWN ON THIS EROSION AND
SEDIMENT I
2
CO ICONTROL PLAN PRIOR TO BEGINNING OF CONSTRUCTION TO CONTROLSEDIMENT.W PATIO 3. SILT FENCES TO BE MNNTNNED AND CLEANED AS NECESSARY TO MAINTAIN
IN Z MCI Q FUNCTIONAL
CONDITION.
r-.
I 45.T— UJ 4. SILT FENCES TO BE REMOVED AND THE AREA TO BE RESTORED TO ITS NATURAL
CONDITION 24.5' WHEN PERMANENT EROSION AND SEDIMENT CONTROL PROCEDURES ARE
EFFECTME Lri 0
p 7 T49MPP SLIT FENCE w
w
F
LL1 `e xx ^, ( 1'°l 9°m 7 W i g 1- =
a
O 0. 27Ict
MP PROPOSE'b\ in
w M If
NOTES: o
LU RESIDENCE LULL.J
Z LOT 4 1.)ALL ELEVATIONS SHOWN HEREON REFERENCE NAVD-88. U
O B CO FFE(10.50) ,0.0' 8.0' LC)2.)THIS SITE PLAN DOES NOT PURPORT TO BE A BOUNDARY SURVEY. 0 <
o V 100 3.)LOT AREA=9,421 SQUARE FEET MORE OR LESS. Z
Z Z
I
N 4.)IMPERVIOUS AREA=20.05% a, 4.
O
O I
48r 1.s I DRAINAGE LEGENDW00.
0 ENTRY
m
X000 N.- PRE-FLOW ARROW 00.0 PROPOSED SPOT
EL.AS 23.0' 8.0'
I 27.
1'Y/--2-0'B.R.I. \l Q POST-FLOW ARROW X TO BE
REMOVED r CONC.HEADWALL i 00.0) EXIST. SPOT EL. PROPOSED SHALLOWREVISIONSINV.=2.95 c ® b CONC. b — RSWALE
R 3 it DRIVE
q I O TREE
PROTECTION J 18"RCMP-
18LF 1 ti-` 35.34'(TR'E'IASEMENT) iS
IS S88°58'43"W 94.29' 1T6'GM CRITICAL
ELEVATION 31.81_
0 12"RCMP GRAPHICSCALE ElPLOT DATE 09/1,
2020 4'CONC.WALK DRAWN BY:
K6 20 0 10 20 40 80 DESIGNED BY:
ROP S EDGE OF PAVEMENT 1.61M.111 SPAI T AS
NOTED JOB NO.: 71801
00 CATCH
BASIN SITE BENCHMARK DUDLEY STREET IN FEET ) SHEET
NO.NE INV.=3.32 NAIL/DISK
a W INV.=3.73 ELEVATION=8.58 50'
RIW)NAVD-88)
c 1 inch = 20 ft. C_
2