330 Sargo Rd RES23-0018 - Stormwater Covenant c \
[FOR USE WHEN OWNERS ARE INDIVIDUALS;IF MARRIED,BOTH PARTIES MUST SIGN]
Doc#2023175987,OR BK 20788 Page 178,
AFTER RECORDING RETURN TO: City of Atlantic Beach Number Pages 5
800 Seminole Road Recorded 08/22/2023 12:56 PM,
Atlantic Beach,FL 32233 JODY PHILLIPS CLERK CIRCUIT COURT DUVAL
COUNTY
/� RECORDING $44.00 ,)
PROJECT ADDRESS: 5 3 U 3-evi Q /2O IL .\\REALESTATE# / t /(s� ooeiv
DECLARATION OF STORMWATER RESTRICTIVE COVENANT
KNOW ALL MEN BY THESE PRESENT :
WHEREAS,the undersignedV. / A'4 /A), \ (hereinafter"Owner"), whose address is
�as E4sA C.c c 4 t' pJ'\-\Mh ,is the fee simple owner(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. That the onsite stormwater storage facility, constructed in accordance with that certain approved site plan, dated
,i 20as shown on Exhibit B attache hereto and made a part hereof, and depicted on that certain
post-construction survey dated ,20a,as shown on Exhibit C attached hereto and made a part hereof,
documenting proper construction and 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, persona I
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 W EREOF,the undersigned has/have caused hand(s)and seal(s)to be affixed hereto on
this= day of ak , 20x3
OWNER(S):
(Signature) (/, jam 9A(Witness)
I , 11 r--
(Print name) V, W
A// t d cisn , f"-ci)6 t.% (Print name) Dusk-in ?(b,_�
l (Witness) vkS_
(Print name) J\N-e5 S e
(Signature) (Witness)
(Print name) (Print name)
(Witness)
STATE OF FLORIDA (Print name)
COUNTY DUVAL
The foregoing instrument was acknowledged before me this ar.1.._day of ` us 4 , 2003,by M"icevh
who is the 0 a/ 1n ‘,001111,4,/ ,C)/J 5 oA O ,and i ersonally know to me or
Pti
has produced s� 'SP' e '5 identification.
`O EcpircS �
My Commission expires: = Z 06/15/2025 C)---
t
7
15/tel 5 Heather Messer
/ VOTARY PUBLIC,State of Florida
My Commission a
Revised 02.07.2023 --„,(13% HH 142824 Q
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APPROVED
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________ ___________ __
LOT 16, BLOCK 24. REPEAT OF PART OF ROYAL PALMS UNIT TWO A. / yQTES: F
AS RECORDED IN PLAT BOOK 31, PAGES 16, 16A, 166. 16C AND 15Di z
=
OF THE CURRENT PUBLIC RECORDS OF OUVAL CgUj{TYNA IIKS 1 MIS IS S ON AND RIG SI IPE AR
PUB. C9 ■ v RV t (His
BASED BOUNDARY THE WESTERLY RIGHT RT WAY a
I LINE OF SARGO ROAD BEING ..RUTH 07'15Or CAST $
, PER PLAT. _
3 BUILDING RESTRICTION LINES PEP OLAT d s
4 EASEMENT PER PLAT i
(M APPiROVED ,,, 5 THE BENCHMARK AS SHOWN HEREON WAS 6666 it!
IM �, ESTABLISHED FROM A CLOSED LEVEL LOOP FROM A
{ } DENIED l BENCH MARK ESTABLISHED BY GPS OBSERVATION By
THIS FIRM UNDER WORK ORDER No 2020-14115 USING t��-;
IOT • .P 1 'B , _0 D P=f' SPECTRA PRECISION EPOCH 50 RUNNING THIMBLE AS ) /
SOFTWARE IN N A v0 1988 DATUM 5 UNDERGROUND UTILITIES SERVING 1HIS oPODERII 112iI HAVE NOT BEEN LOCATED OR SHOWNII A• ! + in[MOPUT*PCS�:AIptD,¢11[0+VT,14 HOOP r04t'x'J AII(O t0ti 444VµC4••Or i8" SOCK DRAIN YARD DRAIN era or novo 4420401•W CCNBNCO OS/COW..°P CCASTAL F CIRAM TONT-•r-Iu Ty 4� pplat-061tiry2C 1TOP EL 8.5 e'"� 4"U.K oW.e�nrarl IANCDmg OP OmUwul TtoV�r $IAOC(4Art w• 4.1T%1uc4 a.,LIL ``1.d D.pF �,,�Li4
(TYP) � 0e. 3•.`• LTIEInI n ..4%
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c , .� Tr ' 'a_ a Date:20� i 225TATE of
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1 r' I m ^ TO ERD ��7 RECEIVED
^r' ^?t ��, i'w� `' o�� O �By Toni Gindtaaperpar at 9:49 Pm,Mar 01,2023 1
1 I .441
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,;t 1CV. o. . ➢ DRAINAGE LEGEND 00.0 = z
,,, II 7.2 ^° ^' d 'e•�o�ac u.
�^ °� POST-FLOW ARROW PROPOSED SPOT EL. o n
Jro 8 2 2.00 EE !042.Z.1.1. 4' +. a'+.- PRE–FLOW ARROW TO BE REMOVED Ix w
�'g oIx w
R o2 V —�' 00.0 EXIST. SPOT EL. _ ._ PROPOSEDSHALLOWN a
�C++" 1 '` YARD DRAIN • G4.��•
SWALE a
— . ;o ^' TOP EL 6.6 _ ' ~'r� It , o ° FLOOD ZONE J w
a —^ O„�„(D �.e'A' ITC � ,” .1 ° - ..- — — — 8" SOCK DRAIN PIPE
1r 51 041
� — ry ,4" -•- ° ' DRAINAGE NOTE
��--••-• AVL,•'C' YARD DRA1 I. THE COVERED PORCH AND STOOP SHALL BE
�'�"`� ^ 1 TQP EL 6.8 SLOPED AT MIN. 1% AWAY FROM STRUCTURE. AT THE
I 1^° '+�� B" SOCK DRAIN 93 L�' a CONNECTION POINT OF THE PORCH AND STOOP,THE
Up' e� '2,a 3.c3 V. 7D N \ 0, TYPICAL ELEVATION DROP SHALL BE 4 INCHES.
I $ ;,87.45 39'„ FLOOD ZONE \ t.
` C.O. IMPACT- a LEGEND' 2. GROUND ELEV. AT FOUNDATION SHALL BE MIN. BIN
BELOW F.E. ELEV. H q,Is
s t0 I I TYP 0.5 FT DEPTH \�(+/- 35CF) -0
Hi0 DEKOTES CAwe DENOTES raffR rTifi RISER 3. CONTRACTOR SHALL BE REQUIRED TO BE V�ITHIN
j`�U WS +/- 0.1 FT OF DESIGN ELEVATIONS.
Hi
f )D ZONE _r"TSHADEDI / •.. o DENOTES POWER KU 4. NO NET LOSS OF STORAGE IMPACT APROXIMATELY 35 CUBIC
M FT. DESIGN PROVIDES SURPLUS OF 109 CUBIC FT
GRAPHIC SCALE ....
N ollsos”vs sobs
r o 'o x 43 e0 %al�a n.0
I HOE` CA VALLA — —
rRlrtwer R O/A D L sI+PFTNo.
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( IN Feer 1
SIpEWAI{ 12 2 Sr 1 inch 20 t[
1 -41.1k. VPEPVIDUS AREA 4..c:.:?
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MAP SHOWING SURVEY OF
LOT 16, BLOCK 24, ROYAL PALMS UNIT 2A, ACCORDING TO THE PLAT THEREOF AS RECORDED IN
PLAT BOOK 31, PAGES 16-16D, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
CERTIFIED TO: MA THIEU BUILDERS
SARGO ROAD (60' R/W)
^-TBM=(6.01)
CONC.
N0776'02"W 80.65'
• •
(7.8) TOP ZONAE" /
GRAVEL
175T �bfR/A7 — (7.�7(SNE r" \ D/py
II
OEO)
RETENTIONII
AREA I
I i
YARD DRAIN YARD DRAINI I
TOP=(724) TOP=(7.32) I-,
117 S)__BorfeAt — _(7.m /LIZ 25'BRL
Mir TOY 24.2' - 9.7'
0 GRAVEL S/W / co
CO O I `� —"
t"7 COVERED ¢7 m
0) PORCH h
7.4' O 30.5'
CO co
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in
N 6) RESIDENCE #330 Im iI
CO Z N n F.F.EL.=(8.60)E . o„ N
7 1z
27.2'
I
.... I 0 " r-
o COVEED o�
W 74' 12.4' `a PORCH ° 24.2' �- I9.7' z^
Q.
o ><� 1'74T BOTTOM (7.� mon x o u
LOT 16 I I RETENTION I it a
1 l o I AREA ❑
—1_ 3 L �I---LL2LBQJT; 17J
v__ln 6' WOOD FENCE I �•6T ——Y (7B)Y
N07'16'02"W 80.65' 1
f I
LOT 9 I LOT 10
AUGUST Z 2023; FINAL SURVEY W.L. PRINT
MARCH 29, 2023; FOUNDATION SURVEY (2023-36-3) W.L. 1476-5
MARCH 15, 2023; RE—STAKE HOUSE(2023-36-2) WJM
UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, THIS DRAWING, SKETCH,
PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY, AND IS NOT VALID.
NOTES LEGEND DATE 3-7-23
1. Bearings ore based on the RECORD PLAT. SCALE 1"=20'
2. This is a BOUNDARY SURVEY C) DENOTES CONCRETE MONUMENT
3. Elevations shown thus (15.0)refer to North American Vertical Datum
NO. 2023-36-2
x—x DENOTES FENCE
of 1988, (NAND 88). 0 DENOTES 1/2"IRON PIPE SET F.B. 1472
4. By Graphic plotting only, the property shown hereon lies within Zone: X"(SHADED) & AE"(EL 7) 147TH CAP, L.B. 829567
as shown on the Federal Emergency Management Agency(F.EMA.), Notional Flood Insurance 0 DENOTES IRON PIPE FOUND Poge
Program, Flood Insurance Rote Mop (F.I.R.M.) Community—Panel Number 12031C 0408 J (NOTED) Comp. File 23-36.OWG
Map Revised dote: 11-2-18 Drown by MNB
5. Unless otherwise noted, any portion of the parcel that may be deemed as Wetlands ---
by State or Governmental Agencies, hos not been determined and any liability resulting
MELROSE SURVEYING AND MAPPING, INC.
therefrom is not the responsibility of the undersigned.
6. There may be Restrictions or Easements of Record evidenced by title examination that PROFESSIONAL LAND SURVEYORS
have not been shown hereon. 11437 CENTRAL PARKWAY, SUITE 107 L.B. No. 8295
ABBREVIATIONS THAT MAY BE USED IN THIS SURVEY JACKSONVILLE, FLORIDA 32224 Tel. (904) 721-1226
ABBREVIATION DEFINITION ABBREVIATION DEFINITION
P.C.P. Permanent Control Point L.B. Licensed Business THIS IS TO CERTIFY THAT THIS SURVEY IS A TRUE REPRESENTATION OF AN ACTUAL
P.R.M. Permanent Reference Monument R.L.S. Registered Land Surveyor FIELD SURVEY.MADE UNDER MY SUPERVISION AND IN ACCORDANCE 1117H 7HE
P.O.B. Point of Beginning J.E.A. Jacksonville Electric Authority MINIMUM TECHNICAL STANDARDS AS OUTLINED AND SET FORTH BY THE FLORIDA
P.C. Point of Curvature EQUIP Equipment BOARD OF PROFESSIONAL LAND SURVEYORS AND MAPPERS PIER 5✓-17.
P.T. Point of Tangency A/C Air Conditioner (formerly CHAPTER 61017-6),FLORIDA ADMINISTRATIVE '• - ANT TO
C.A.P.R.C. Point of Reverse Curvature TV Cable Television SECTION 172.0 ,FLORIDA S RITES
P.I. Point of Intersection OHL Overhead Lines
R/W Right of Way (FM.) Field Measured
O.R.V. Official Records Volume R= Radius equals
D.B. Deed Book L= Arc Lenth equals
Pg. page Ch.= Chord Bearing & Distance equals BY:B.R.C. Building Restriction Line = Delta or Central Angle equals WILLIAM J. MELROSE ATE 0' FLOR PA, REGISTERED
Esmt Easement LP. Iron Pipe
Conc. Concrete LAND SURVE YR, CERT/Fl •TE No. 5843