178 11th St Stormwater Covenant [FOR USE WHEN OWNERS ARE INDIVIDUALS; IF MARRIED,BOTH PARTIES MUST SIGN]
AFTER RECORDING RETURN TO: City of Atlantic Beach Doc#2023038460,OR BK 20594 Page 931,
800 Seminole Road Number Pages:7
Recorded 02/27/2023 03:01 PM,
Atlantic Beach,FL 32233 JODY PHILLIPS CLERK CIRCUIT COURT DUVAL
COUNTY
-7 it/Ilse. RECORDING $61.00
PROJECT ADDRESS: //e i .T /4,474x., /y L�33 REAL ESTATE#
DECLARATION OF STORMWATER RESTRICTIVE COVENANT
KNOW ALL MEN BY THESE PRESENTS: JJ
WHEREAS,the undersigned NeL I a.r4 ,(I 14,1. (hereinafter"Owner"),whose address is
sFr-e€(- ..4 e g , FL 32233 ,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
Nose.y hea , 2021 �asL shown on Exhibit B attached hereto and made a part hereof, and depicted on that certain
C(_
post-construction survey dated u-tstr- 02Y ,20 Z3,as shown on Exhibit C attached hereto and made a part hereof,
documenting proper construction and requir4d 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.
rIIWWITNESS £ EREOF,the undersigned has/have caused hand(s)and seal(s)to be affixed hereto on
thiso�i�day of ' p i 2'.
OWNER(S):
A
(Signaturej' ''W—— 4, (Witness)
(Print name) . . ' /! ...M,i'le- (Print name) biles A iii y kINC
J + (Witness) C(A"• 1 Al?(Print name) (�� r1 -►
(Signature) (Witness)
(Print name) // �— �`' (Print name)` nWGIt- frim' J Y K in1G
(Witness) "([/(,I.•�_,
STATE OF PL-43140A(JL n (Print name) vvv 19OIICyt
COUNTY'DUVAL pUrhq,l►� u LeArtm
144 un
The foregoing instrument was acknowledged before me this 251"day of jibl&cullo23,by 0.1titik pactive, UV)
who,rS the OWI IS of 119 l ' S+..t wN-l\t gesunIA I 9 ,and is personally known to me or
t32233
has produced r\ Di_ 111410 11. 4 as identification.
My Commission expires: A9Y11 b 2C om_k6-
OTARY P BLIC,State of,Eloritra
Misty N.Oakley NL
Revised 02.07.2023 Notary Public-North Carolina
Granville County
My Commission Expires April 8,2025
2/27/23, 1:55 PM Property Appraiser-Property Details Ex k i b t 4- A
KING LARRY NEIL Primary Site Address Official Record Book/Page Tile#
178 11TH ST 178 11TH ST 18491-02208 9416
ATLANTIC BEACH, FL 32233 Atlantic Beach FL 32233
GLADSTONE KING KENDELL LEE
178 11TH ST
Property Detail Value Summary
RE# 170257-0000 Value Description 2022 Certified `2023 In Progress
Tax District USD3 _ Value Method CAMA CAMA
Property Use 0000 Vacant Res<20 Acres Total Building Value $64,298.00 $0.00
#of Buildings 1 Extra Feature Value $795.00 $0.00
Legal Desc. For full legal description see Land Value(Market) $938,060.00 $938,060.00
Land&Legal section below Land Value(Agric.) $0.00 $0.00
Subdivision 03108 ATLANTIC BEACH Just(Market)Value $1,003,153.00 $938,060.00
Total Area 6318 Assessed Value $596,706.00 ;$574,726.00
-i— ----
The sale of this property may result in higher property taxes.For more information go to Save Our Homes and our Property Tax Cap Diff/Portability Amt $406,447.00/$0.00 $363,334.00/$0.00
Estimator.'In Progress'property values,exemptions and other supporting information on this page are part of the working tax Exemptions $50,000.00 See below
roll and are subject to change.Certified values listed in the Value Summary are those certified in October,but may include any —
official changes made after certification Learn how the Property Appraiser's Office values property, Taxable Value $546,706.00 See below
Taxable Values and Exemptions—In Progress
If there are no exemptions applicable to a taxing authority,the Taxable Value is the same as the Assessed Value listed above in the Value Summary box.
County/Municipal Taxable Value SJRWMD/FIND Taxable Value School Taxable Value
Assessed Value $574,726.00 Assessed Value $574,726.00 Assessed Value $574,726.00
Homestead(HX) -$25,000.00 Homestead(HX) -$25,000.00 Homestead(HX) -$25,000.00
Homestead Banding 196.031(1)(b)(FIB) -$25,000.00 Homestead Banding 196.031(1)(b)(HB) -$25,000.00 Taxable Value $549,726.00
Taxable Value $524,726.00 Taxable Value $524,726.00
Sales History
Book/Page Sale Date Sale Price Deed Instrument Type Code Qualified/Unqualified Vacant/Improved
18491-02208 8/10/2018 $734,500.00 WD-Warranty Deed i Qualified Improved
07498-00104 1/11/1993 $87,500.00 WD-Warranty Deed Qualified Improved
06687-01188 4/13/1989 $100.00 QC-Quit Claim Unqualified Improved
Extra Features
No data found for this section
Land &Legal
Land Legal •
LN Code Use Description Zoning Assessment Front Depth Category Land Units Land Type Land Value ' LN Legal Description
1 0100 RES LD 3-7 UNITS PER AC ARS-2 62.00 100.00 Common 62.00 Front Footage $938,060.00 1 1 06-001
2 ATLANTIC BEACH
3 W 62.5FT LOTS 5,6 BLK 40
Buildings
Building 2
Building 2 Site Address Element Code Detail
--no building address found--
Exterior Wall 8 8 Horizontal Lap
Building TypeRoof Struct 3 3 Gable or Hip
https://paopropertysearch.coj.net/Basic/Detail.aspx?RE=1702570000 1/3
2/27/23, 1:55 PM Property Appraiser-Property Details
0102-SFR 2STORY - _
Roofing Cover 3 3 Asph/Comp Shng
Tear Built 2022 Interior Wall 5 5 Drywall F-1
Building Value $0.00 Int Flooring 12 12 Hardwood
Int Flooring 11 11 Cer Clay Tile
L_1
1
Type Gross Area Heated Area Effective Are? Heating Fuel 4 4 Electric
Finished Det Garage 420 0 E 252 Heating Type 4 4 Forced-Ducted 4
Base Area 1290 1290 1290 Air Cond 3 3 Central
Finished upper story 1 1212 1212 j 1151r-- i1_
71
Fin Screened Porch 306 0 1107 Element Code Detail
Finished Open Porch I 240 0 72 Baths 3.500 ! j
L --11
Finished Open Porch E 240 0 1 72 Bedrooms 4.000
Total 3708 2502 1 2944 Stories 2.000 L ._1
b i L—,..—I
Rooms/Units 1.000
2022 Notice of Proposed Property Taxes Notice(TRIM Notice).
Taxing District Assessed Value Exemptions Taxable Value Last Year Proposed Rolled-back
Gen Govt Beaches $596,706.00 $50,000.00 I$546,706.00 $4,314.65 $4,387.97 $4,035.40
' Public Schools:By State Law $596,706.00 $25,000.00 I$571,706.00 i $1,973.40 ' $1,850.04 $1,789.78
By Local Board $596,706.00 $25,000.00 I$571,706.00 i$1,246.13 $1,285.20 $1,130.21
FL Inland Navigation Dist. $596,706.00 $50,000.00 I $546,706.00 $16.94 $17.49 $15.69
Atlantic Beach $596,706.00 $50,000.00 $546,706.00 $1,708.93 $1,765.04 $1,582.00
Water Mgmt Dist.SJRWMD $596,706.00 $50,000.00 I $546,706.00 $115.87 $107.92 $107.92
Urban Service Dist3 $596,706.00 $50,000.00 $546,706.00 i $0.00 $0.00 $0.00
i Totals I$9,375.92 $9,413.66 $8,661.00
Description - Just Value f Assessed Value Exemptions Taxable Value
Last Year $579,327.00 $579,327.00 $50,000.00 $529,327.00
Current Year $1,003,153.00 $596,706.00 I$50,000.00 $546,706.00
2022 TRIM Property Record Card (PRC)
This PRC reflects property details and values at the time of the original mailing of the Notices of Proposed Property Taxes(TRIM Notices) in August.
Property Record Card(PRC)
The PRC accessed below reflects property details and values at the time of Tax Roll Certification in October of the year listed.
2022
2021
2020
2019
2018
2017
2016
2015
2014
•To obtain a historic Property Record Card (PRC)from the Property Appraiser's Office, submit your request here:
https://paopropertysearch.coj.net/Basic/Detail.aspx?RE=1702570000 2/3
Exklb, f" B
11TH S oREET Elevations shown hereon are(NAVD88) and were established FRRters-Ii Na 10 Ger(13.08) by occupying 3 control points with a Lelca GS08plus GNSS PRE DEVELOPMENT SITE INFORMATION
(40 RIGHT eceiver (Serial # 185270) and recording sold control 5'140/1 Ire Or 50 Lb Mork zip Iles
50 Past
12.93) 82.57' (FIELD) points for 300 epochs (5 minutes). LOT AREA 6,250 S0. FT. I '1
(1ass) N 83°22' I E 62.50' (DEED) FaIND t/2" BUILDING AREA 1,543 SQ. FT. I
12 71) p T t.. (1283 NtON P CVRD. PATIO. 325 SQ. FT. F
1tali)
moo 1 r ( 126 (t27)• 2'ca+C AVRD�+ FNRT r b 1
GARAGE. 430 SQ. FT.
(1 1267)4• PIPE •tae) (12_7} ta7) SIDEWALKGARAGE DRIVEWAY 223 SQ. FT I
to •.,�6 •(1x.7)w/POV-� GARAGE WALKWAY 75 S0. FT.
("' - ' "1a FRONT D.W. APRON 20 SQ. FT
(12.90) 129 "-r t ( r FRONT 41LKW. APRON 10 S0. FT t6 tpL(kiwi
0-, GRAVEL DRIVEWAY 171 SQ. FT(100%PERVIOUS) Pod Embedment
1 112L-•�I¢;', SW R,p SA Y, O 00 FRONT GRAVEL WALK W. 69 SQ. FT(100X PERVIOUS) _ ELEVATION
02.46) (12.8) ', _ e, I, ',, t24 t,,', 1 01'6 DECKS 476 SQ. FT(100X PERVIOUS) Frier Fabric
co ,, •t2.9 t2rl ^^ POOL 288 SO. FT. (50X PERVIOUS) itI
co „ •I R j V c E
--St/notion pOpcs
p ip f9. J, 5 y TOTAL IMPERVIOUS AREA = 2,770 SQ. FT. tEIdsllReFd
0 0 •(12.3), 63.01P'
i a0) r'- 2,770/6,250 = 44.3X LL •
•
_„
(12.4) .. LOT AREA-TOTAL IMP. AREA = PERVIOUS AREA
r•-rD / PATIO
, 6,250-2,770 = 3,480 S0. FT.
G 12.77' pas)
EAST
KC
l7 NF'M SFR 40 1. BOUNDARY SURVEY AND TOPOGRAPHIC INFORMATION k°-
O MM
mt..15�. t LOT 6, WAS PROVIDED BY KAYKAR CONSULTING, INC.
in Tart N. II 2. ALL WORK WITHIN PUBLIC RIGHT OF WAY SHALL BE IN FABRIC ANCHOR DETAIL
Z u t2.6) V.''.. ALL s s Q � , EAST 62.5 ACCORDANCE LOCAL ORDINANCES.
(t21) / "IIID LOT 5, BLOCK 40 3. ALL STORMWATER ROOF RUN-OFF SHALL BE DIRECTED
cT ( .' 'I PDO. I TO STORM WATER RESERVIOURS AND/OR R.O.W. PTaroqrsnr
j 63.6) I I 4. CONTRACTOR SHALL INSTALL GUTTERS FOR ROOF Bsiws
I C '.I I RUNOFF COLLECTION. GUTTERS SHALL BE CONNECTED
O r F7 ''.I S.w.R.2 % I TO STORMWATER RESERVIORS. Prat Yatdbtlan SFcem
'I I Z 5. CONTRACTOR SHALL INSTALL AND MAINTAIN SILT FENCE Foca 7
[Fm°'
f �� 4• 130 /i /i O AS SHOWN IN DETAIL PROVIDED. 4 -'
e, '4 r ,,•iw+es�.12.0.-" ,/1 #3 0 6. ALL GRADING SHALL BE CONSTRUCTED TO PREVENT ----
C3 G _ 9� mg/i� o.. ,/+ I C,0 STORM WATER RUN-OFF FROM IMPACTING ADJACENT
Z (tae) ''2.
t2.6) ',-N/ l ,i 0. o PROPERTIES. Poet P st
O (124) T• o ,,, w
:P•
7. MAXIMUM DRIVEWAY WIDTH WITHIN CITY R.O.W. IS 20'
iS of o 1 Q 0 2.9)1 _ 8. EXIST. CONCRETE SIDEWALK MUST CONTINUE THROUGH
O • eall-,-1. 1-r NEW DRIVEWAY.
co (i2.4) I SPLICE DETAIL-PLAN VIEW
G] I _4. _ SWR•1 o I SILT FENCE NOTES:
I '. 1. TEMPORARY SILT FENCE SHALL BE INSTALLED PRIOR TO
(1267 ANY GRADING WORK IN THE AREA TO BE PROTECTED.
IIP;''.:.',.;.402.,-4#-.. -4.1,,,,,.-Y �� FENCE SHALL BE MAINTAINED THROUGHOUT THE
I �,,,..... P.L.ICONSTRUCTION PERIOD AND REMOVED IN CONJUNCTION
... UP LOT 4, BLOCK 40 WITH THE FINAL GRADING
I AND SITE STABILIZATION.
FEE.as 2. FILTER FABRIC SHALL MEET THE REQUIREMENTS OF
H• r• IQ 83.3816" E }v �J 1 MATERIAL SPECIFICATION 592 GEOTEXTILE TABLE 1 OR 2,
SEE PLAN CLASS L WITH EQUIVALENT OPENING SIZE OF AT LEAST 30
62.57 (FIELD) GRADE EL.. _ FOR NONWOVEN AND 50 FOR WOVEN.
62.5C (DEED) ,./...........H:"..
i - 3. FENCE POSTS SHALL BE EITHER WOOD POST WITH A
SW RESERVOIR MINIMUM CROSS-SECTIONAL AREA OF 1.5" X 1.5" OR A
BOT. EL. (6" TO 12") STANDARD STEEL POST.
LEGEND \I/ + 2.0 SEE PLAN -1- 20 4. WHEN SPLICES ARE NECESSARY MAKE SPLICE AT POST
9� PRE-DEV.SPOT EL 1 '- I I ACCORDING TO SPLICE DETAIL. PLACE THE END POST OF
•`• WATER RETENTION MUST BE 2' OR THE SECOND FENCE INSIDE THE END POST OF THE FIRST
MORE FROM THE FRONT & REAR FENCE. ROTATE BOTH POSTS TOGETHER AT LEAST 180
c• . POST-DEV.GRADES PROPERTY UNE AND 5' OR MORE 1 DEGREES TO CREATE A TIGHT SEAL WITH THE FABRIC
-SF-SILT FENCE FROM THE SIDE PROPERTY LINES MATERIAL. CUT THE FABRIC NEAR THE BOTTOM OF THE
OTYPICAL SW RESERVOIR SECTION POSTS TO ACCOMMODATE THE 6 INCH FLAP. THEN DRIVE
_+ I3 A POST-DEV.FLOW PTN. N.T.S. BOTH POSTS AND BURY THE FLAP. COMPACT BACKFILL
SCALE: 1" a 20' WELL.
REVISIONS PROJECTR. 21-746
MARTIN ENGINEERING,LLC. �. DATE DESCRIPTION APPROVED DRAINAGE PLAN/LOT GRADING THIS
SIGNED HAS D BY SHEET
■■ /3021
N C.
■■ 450 STATE ROAD 13 N.,#106367 TE:
MARTIN,PE ON 121&2021 USING A
■■• JACKSONVILLE,FL 32259 DRAWN: NCM DIGITAL
THIS DOCMENTTAARE NOT COPIESTED
•• 904.472.1459 DRAINAGE/LOT GRADING PLAN CONSIDERED SIONEDAND SEALED AND G'_1
;; 178 11TH STREET DESIGNED: ECM THE SIGNATURE MUST RE VERIFIED ON
ATLANTIC BEACH,FL 32233 ANY ELECTRONIC COPIES803
FL CAI/22027 SCALE, AS SHOWN KEVIN C.MARTIN,PEI/80350
2019 MARTIN ENGINEERING.LL,DRAWINGS.WRITTEN MATERIAL AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAI WITHOUT PRIOR WRITTEN CONSENT FROM MARTIN ENGRNEERING.LLC.DO NOT SCALE DRAWINGS,USE GIVEN DIMENSIONS ONLY.I NOT SHOWN,VERIFY CORRECT DIMENSIONS WHY THE ENGINEER.CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSEO.S AND CONDIEONS AT LOB SITE.
City of Atlantic Beach- Drainage Calculations Provided Storage
Reservior 1
Prainage Criteria Elevation Length Width Area Storage R3
11 1/ 13 351 0
Section 24-66 of the City of Atlantic Beach's Zoning,Subdivision,and Land Development Regulations 13 31 17 527 439
requires that the difference between pre and postdevelopment volume of stormwater runoff be stored
on site.Volume of Runoff is defined as V=CAR/12 Reservior 2
Elevation Length Width Area Storage R3
V=Volume of Runoff 12 26 1 26 0
C=Coefficent of Runoff 13 30 5 150 SS
(C=0.6(50%max imperviousness),C=0.4(25%max imperviousness,C=0.2(0%imperviousness)] Reservior 3
A= Area of Lot(SQ-FT)
Elevation Length Width Area Storage R3
R=25yr/24hr rainfall depth(9.3 inches for Atlantic Beach) 11.4 13 9 117 0
12.9 16 12 192 77.25
Predevelopement Runoff Volume Reservior 4
Elevation Length Width Area Storage R3
Lot Area(A) 6250 sqft 12.4 13 9 117 0
Rational Runoff Coefficent C 12.9 16 12 192 77.25
Type Area(sqft) Lot Area(sqft) „c,. Weighted
YP (q ) Inground Stroage
Area 1061 sqft
Impervious 0 6250 1 0.00 Depth to ESH 4 ft
Pervious 6250 6250 0.2 0.20 Porosity 0.3
Runoff Coefficient C= 0.20 Inground Storage 1273 ulbu feet
Rainfall Depth R 9.3 inches Required Treatment Volume= 1717
Provided Treatment Volume= 1955
Predevelopement Volume(V) 969 cubic ft
Post Development Runoff Volume
Lot Area(A) 6250 sqft
Rational Runoff Coefficent C
Type Area(sqft) Lot Area(sqft) "C” Weighted
Impervious 2770 6250 1 0.44 'is,lrnp. 44.3%
Pervious 3480 6250 0.2 0.11
Runoff Coefficient C= 0.55
Rainfall Depth R 9.3 inches
Post developement Volume(V) 2686 cubic ft
Reauired Storage Volume
Required Storage Volume=Postdevelopement R.V.-Predevelopement R.V.
Postdevelopment Runoff Volume 2686
Predeveloment Runoff Volume 969
Required Storage Volume= 1717
REVISIONS ' PROJECTR. 21-745 SHEET
MARTIN ENGINEERING,LLC, No. DATE DESCRIPTION APPROVED DRAINAGE CRITERIA
UATF, SIGNED AND SEALED BY KEVIN C.
11f5021 _, THIS ITEM HAS BEEN ELECTRONICALLY
•
MARTIN.PE ON 1215/2021 USING A
•▪■ 450 STATE ROAD 13 N.,#106-387 ' DIGITAL SIGNATURE.PRINTED COPIES
•■■ 1ACKSONVILLE,FL 32254 DRAWN KCM OF THIS DOCUMENT ARE NOT
DRAINAGE/LOT GRADING PLAN C_2
U�� 904-472-1459 -- -- CONSIDERED RMUS ARO E SERLED AND
178 11TH STREET DESIGNED KGM THE SIGNATURE AYELECTUSTBEVERIFIEO ON
ATLANTIC BEACH, FL 32233 ANY EL ECTRONTC COPIES
FL CA#32027 SCALE. AS SHOWN 1 KEVIN C.MARTIN,PEA 80]58 ,
2DIRMARUN E„ i WRITTEN MATERIAL AND DESIGN CONCWIS SMALL NOT RE USED ORREPRODACED IN WHOLE OR PART IN ANY POW OR FORMAT WITHOUT PRIOR WRITTEN CONSENT FROMMMRN E1/C'.5510..,G.LLC.DO NOT SCALE ORAwR+GS.I-.,.A_._A1.-,TSONLY.F NOT SHOWN,VERIFY CORRECT DIMENSIONS WITH DTE ENG.CONTRACTOR SHALL CHECK AND VERRVALL DIMENSIONS AND CONDITIONS Al TORSDE
MAP SHOWING BOUNDARY SURVEY OF
LEGAL PROVIDED BY CLIENT:
THE WEST 62.5 FEET OF LOTS 5 AND 6, BLOCK 40, MAYPORT TERMINAL COMPANY'S PLAT OF ATLANTIC BEACH, A
SUBDIVISION ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 6, PAGE 1, OF THE PUBLIC RECORDS OF
DUVAL COUNTY, FLORIDA
CERTIFIED TO:
BENCHMARK
SET NAIL&DISK
ELEVATION=12.36'
NAND 1988
11TH STREET
ry0 -.1„ (40'RIGHT OF WAY)7 'I..
-
•
62.50' (PLAT)
24"SANITARY A N 83'17'30" E 62.60' (MEASURED) '
SEWER MANHOLE.. `1'
NGE OF PAVEMENT.\1. ... ... '�'
�� .. A 12'WOOD
02 PoWER POLE
•1 ' - 4
Lry 265 °4'SDEWAOC-.\1�9 0.1' 12.E 62.50'(FLAT)
WOOD 0.8' 1A 4'FLEX PIPE WATER ❑ r t:"T''
PO 0.1' .j WITH POP UP METER "T..T
POLE �' 1 (TYPICAL) ;I..,.� APO�.
M1? ) �'\ •1 I GRA L 1.
NRIVEWAY I
' 1.
a• ��T: .I'v 4
CA . 11111FLMI 5.0' •yD00 .T.-•, W
W 'STEPS�r-+1 >D
. (T. ' ,WOOD S
DECK \S` .- o on
• P.y0 30.1 17.2' 0.2' i=
i ...
b, a
..O `� W t• O E
L�L ?� BRICK � >rTT
A n'' :-.:Pr„:_ o. ,k 0 Sy. FIREPLACE O <C
<Fr1 - m / ((A ITT
o Z o E//D( Ni
9 - TWO STORY cREEH -
y>A 03 r A s. FRAME PATIO
rri
8 OC ; POSTED #178 v" - �� -
wo G oo.t0
o V -Oa I LOT 5
>D _^ BLOCK 40
cl C' A/CE
r} ' PADS _
30.1'
y61 10.3 ../......,;.-..-
•
..�,. 0
' 73. 0.. „`�. J DECK H' G '0 w
WOOD�,S - LOT 6 IV o
0.8'I STEPS -4. 21..1'.os BLOCK 40 S 1 8
-.,s.'
• '••4, • • FL001/ T 17.6' ) '0 rte- 5
•WO' WOOD=I.' -t/23 i E D
e♦ d cri
' .s°. • / N STEPS M - 1'0/ a E/1 ,
1 • ., ONE STORY 7II--
FRAME POOLPROPANE .ZCI
GAS
'ELECTRIC ' ti,+ GARAGE I�EQUIPMENT tom_uDS m
BOX A. e�� ,I� 21.1' PAD \,�_ Q
TELEPHONE. • 18.5' 11,�r�} 1;��}.q:�.{,��'
RISER ...,/, azre... o p 7.
ELECTRIC l.2� _
�,,%�j)}}�ELECTRIC . 0 - I'` - <1.'
' 62.50'(PLAT)
VAULT ^
ry ''. '' S 83'36'17"1W 62.55' (MEASURED) ^
62.50' (PLAT)
LEGEND:
-H- = FENCE
Q= CONCRETE
O-SET 1/2'REBAR STAMPED PS146146
6 =FOUND 1/2'IRON PIPE NO IDENTIFICATION
(UNLESS OTHERWISE NOTED)
•=4'.4'CONCRETE MONUMENT PC = POINT OF CURVATURE PRC = POINT OF REVERSE CURVATURE
A/C = AIR CCNOITIONER PT = PONT OF TANGENCY PCC = POINT OF COMPOUND CURVATURE
NOTES: ASSUMED__BEARING OF S 06'33'x4=�_ALONG THE REVISIONS
1. BEARINGS ARE BASED ON THE -
EASTERLY BOUNDARY UNE OF SUBJECT PARCEL. DATE DESCRIPTION
2. BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS UE WITHIN FLOOD ZONE 'X" AS SHOWN ON THE 2_24_23 UPDATES PER CLIENT
NATIONAL FLOOD INSURANCE MAP DATED NOVEMBER 2. 2018,COMMUNITY NUMBER 120077,PANEL_4409 J
3. THIS SURVEY REFLECTS ALL EASEMENTS&RIGHTS OF WAY AS PER RECORDED PLAT&/OR TITLE COMMITMENT OR
OTHER DOCUMENTS PROVIDED BY CLIENT, IF SUPPLIED. UNLESS OTHERWISE STATED. NO OTHER TITLE VERIFICATION
HAS BEEN PERFORMED BY THE UNDERSIGNED.
4. THIS SURVEY IS NOT VAUD WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC
SEAL.
JOB # 44530-A I DATE OF FIELD SURVEY: 1-31-23 I SCALE: 1" = 20'
t Ray Thompson CERTIFICATE _�•���(+'/�
SIBLE CHARGE
SURVEYING, Inc. AND I RMEE75 7HE STANDAR
DEBY CERTIFY THAT I�%f r D T AIXt AE UNDER MSJ THE Y OR O BOARD
OF PROFESSIONAL SUR Y�y= AP• �..�
pang
do DISTANCE
You]
ADMINISTRATIVE C.
���/// ANT TO SECTION . � CRR)A STATUTES.
1'J825 Lsity Boulevard
Iql, J'`-N0.61/! /
1825 University Boulevard West `/�_ _; -
Jacksonville,Florida 32217 -.-- ‘,,,,
, RAYMOND THOMP T
(Phone)904-448-5125 REGISTESUR11A1111004ND ;,'PER I 6146
(Fax) 904-448-5178 STATE OF `::-:10A LICEN : ESS No. 7469
�` °r .
LAND SURVEYS 0 CONSTRUCTION SURVEYS BDIVISIONS