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866 OCEAN BLVD RES19-0279 DECLARATION OF STORMWATER E � A [FOR USE WHEN OWNERS ARE INDIVIDUALS; IF MARRIED,BOTH PARTIES MUST SIGN] Doc#2022054489, OR BK 20164 Page 859, AFTER RECORDING RETURN TO: ReNumber Pages:3 City of Atlantic Beach cded 02/25/2022 800 Seminole Road JO Atlantic PHILLIPS CLERK02:05 CIRCUIT COURT DUVAL Atlantic Beach,FL 32233 COUNTY RECORDING $27.00 DECLARATION OF STORMWATER RESTRICTIVE COVENANT KNOW ALL MEN BY THESE P SENTS: �qt" WHEREAS, the undersigned A ADAM d" 31U-TAXI 1I(hereinafter "Owner"), whose address is bfl�v Cab ' 0,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 5W1 11e , 20Z�r`as shown on Exhibit B attached hereto and made a part hereof, and depicted on that certain post-construction survey dated -37v4 , 20 ,.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, 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 acc rdance with the ordinance of said City then in effect. IN WITNESStWHEREOF, the undersigned has/have caused . hand(s) and seal(s) to be affixed hereto on this day of rGitl. ,20 21-• OWNER(S): 4 .1g) (Signature) - (Witness) (Print name) ' j7( "" I. (--A_ 'v" --J (Print name) Les __) nrt n (Witness) Q.t.te\.. (n� , (Print name) +^, b Lt. (Signature) Qjt4A-e (Witness .000 (Print name) ,J t 1 I ) CUA -, [ S{ I)'ic--i1 (Print name , L&4 \ CAeV-sc.r (Witness) (Print name)a:A l,o Pk-- STATE OF FLORIDA 31 ,I, OS r. COUNTY DUVAL '/ �I,, The foregoing instrument was acknowledged before me this)' day of _ ,2Q by /f i,,` BS'„1-4' who is ersonally known to me or has produced as identific. ••• My Commission expires: ! 0-14-1/014,d--S--- NOTA . ' . . _... _ jNo - - blic State of Florida 0 Lesa 'uncan 01189943-1MyH191°270 sion 11117 Exp.12/11/2025 PLOT PLAN SHOWING B DARY SURVEY L_E G E IV p .c 1.!4._..a._NO-FS,. A -die.'.-- AND TOPOGRAPHIC AND TREE S 1. Legal DescYpt-on hoe been furnished by dent and/or Us/her agents 5 V SRL ytOARY SEWER MANNA{ 2. No Ills Opinion or Abstract of Hotter,Affecting the Itte or Boundaryto nu HYDRANT 9 Pt LEGAL DESCRIPTION o P+TunuT,Es BOX the sue Property hovebeenprovided E possible there could rItQ 'Ow P00CC POLE exist ds of Record.Unrecorded Easements(spec any o Yo. WATER unto tosernents/docurnents recorded AFTER Piot Ac«rdof on)or other LOT 5, BLOCK 7, ATLANTIC BEACH PARKWAY • WELL instruments that could auecl This property) w NL - ZOVATiO4 % UNNUMBERED X-01.11 IN CONCRETE FOUND 3, Measurements hereon ora;n cc«dance with US Stratford Feet,data 1!..11.-- 05-2 FROM00 PROPER.APPRASER'S WEBSITE PLAT/MAP BOOK 15, PAGE 61 A mon)NAIL/DISC V*MEA -7$00 Se FI. 6 SET NAIL AND a5C lH/6139 cqu'red with Theodrate and Steel Tape,or with Technologically Superior w IAN.WIDTH -TV PUBLIC RECORDS OF' DUVAL COUNTY, FLORIDA ■ FOUND 6-ROUND CONCRETE MONUMENT NO ID Equipment Wii0tg Redundant Techniques a FRONT -20' i PRIX/BLOCK CORNER FOUND 1. Bearings hereon are Costo on.R6L m shown hereon. K W SIDE -COMINED 15'(MN,510E-5') -BOT AREA 5 SET I/2•IRON ROO LB/613o AT PROPERTY CORNER 5. ContIguoua Iola lie in same block,unit.phase,section etc unless noted. U REM -20• TOO AREA 166 SF. a FOUND t•WON PIPE WITH NO IDENTcrCAr10N 6. Type of survey.PLOT PLAN I ,�a 2a 661 SF. (UNLESS NOTED OTHERWISE) 7. Stated L G Purposeof Sarva A< tan\Sale Merl Perm"le\Plannin �• MAT.10Itt FLOOD AREA-s5Seq y qusi subsurface/underground a e\ gage\ 9 i CIOsnNG I,NOUNO ELEVATIONSy;• cry w /un groun objects, 4 PROPER.005 W ZONE E.CRY OF ATLANTIC BEACH, 6. This Survey not Intended to Locals Otr/ace dtr tl o0 U. FEMA PANEL NO.1203120 001 EFFECTIVE DN 11/02/2D16 LOT 10 v Ecn TREE Improvements,lounoaliona«en«ore trtnr tar Survey reflectsabout-ground LQi 1) f WIRE FENCE II-%- Features ens Improvements on y. -Y�'i LOT 1 2 PrCMNYL FENCE-a- 9. This Sw.ey Does Upi Reflect or Determine Ownerehlp of land or fences ~ 5 75.240E 60.20'(4) WOOD FENCE e e 10.This Survey le NOT In tree lar Multiple a es.Gaunt«y and all other EXISTING TREE TABLE 6lP Vz NO ID) :+ (Ftp 3/i NO ID) CIS..LINK FENCE -• • obligations are r nee In c.rOf n;;:aa hereon u0udn surety for JJJJ 60.00'(P).. U +(200)' -Ewsn"c ELEVATOR >^ o II g TREE -��- Construct Dales In item 7 Above.See Note Above Signature Block TREE TYPE A.-0.0K.=my RE W2.POW ? 113. (0 2'Orn (2$,21 -Poil COnp ELEVATOR 11.Construct Improvements to Iron Markers os Described Only.Wooden IA e. NUMBER i.e' 'O MI a A/C AIR CONOIMRER w PAD Stakes/Wire Flags are NOT Property Comers. 1t ° T1 6" PA_Mfr I`I A A`%`%`i`I� 1 BRL MALTING RESTRICTION LANE(SETBACK)tNE 12.An Above-ground Evidences al Utitles 14 Within their llve easement. ;.;.�:.A;a.�Aa• LOT 5 , YARD DRAIN D9 DED DOM unless noted.See Note)9 above-no efforts hove been made or requested ..; 12 13" PALM 1A• 6 a ''e .c. 4ACFSOMyi1E ELEcret canned. 13 B" CREPE MYRTL . PROPOSED �'A VACANT) TOP 11.8 .EA-E .0•MSDNCLLE ELECTRIC AuTIwITY-ELECTRIC to locate underground utaires. UL POOL t a S I EA-Et FA ELECTRICAL EASEMENT 13.All bounaory dimensions shown hereon are rale measured and ore In T4 T 6' PALM _ �i �i:' Lis LICENSED, p S�URpvv jS.vEr p a"[u ogr•ement Filth me Plat one/or Deed'_egol Description a noted •,0.7:E> , Vii' S ,i` ...ce-.crtsavu DOWNSPOUT OFFICIAL RECORDS BOM 14.Street(a1 hereon face centered town q. ?° ceN 15 18" OAK . Ihie ' T6 16" PALM r I•i`%I`Y`i`o.aA`i`I%R '_.ib ORB PC PONTor CURVATURE e O umaat noted. blgltall rsbenne �,'• 6e PVC PIPE�'Q`A`r`.%.N24'.;A`A`A`A` 'WIPP" PG PAGE 15,Building horn ensiont are Meir t a to adjacent D.oer0 y«elver linea RFT Reynold D.Rayne .•Pelencel T7 12" PALM �i`iti�i•�a%".i 17.0` ROB PONT cc REIiwoi6 mode exterior rood-bearing walls,�ture.o overhangs and ancilory s Date:2-.r 07.01 ,``,=I;I`i,,•.`'I m I GUTTER POC PONT OF CO0LFNOENENT attachments MAIDS notes.Tea propertyto structures«e move by perpendicular Peterson ,737:,,,..„,,,.-.w i a, TB 12" CEDAR DOWNSPOUT L'eitot%i=%SAX 1. PRP P�RDiEssOrloi sir'.ANENT trOO AND 000000 measurement from ofnthis survey ere or other one ;,•fes col. TO 13" PALM �Ti`i`i`i A`i`i Ru REFERENCE on 0 MAIC t6. The o,nem Closure of ThIs lir y nceem 1 020.10,000 .,,oHAiE„• T 10 13" PALM 2:�s���h`A=A�h�•- N R mwT-a-W.Y lir¢ 17.OewUane 8 shown an boned an Me North American Vertical Datum ofOWL ' T11 14" PALM S 18-0' ie s (P) •0LA1 CALL 18.Fences and other features'relationship to a rent properlyline thou,,, :`r.'C. .mi- Ti 2 t 4" PALM I PROPOSED 3-STORY a s a. (Mv a pc r1ElD irtAS.mEO ma T12 Fine on drown a be ted slightly so or to not be obscured q)may edegota q yby 113 12" PALM Tri:-' RESIDENCE T9 p I n tel �CULAAU. vwllE.TRW RPD M[AwREYENTS thick line.Dimensions listed shot override graphic depiction Noll coon. T.7.,--- 1-7-1.:€7 5 T14 9" TWIN OAK LOT 6 Iou • i'' W.55' 0=42' ri1 0 I. ( a, LOT a (R) RECORD V0.0 19.Dw Rano tprl�.me proposed residence shown hereon are from the provided t-'',1"A FFE- 13.68' I' '-.I-PROPOSED CONCRETE 20.See house ace for odd�l;oral detets. T15 13" MAGNOLIA e+1 rn W 116 12" PALM yp• BLDG HT-3318 FT. I; 21.Plat.croon centmns no angles or beorirgs I«comparison to field measured d TOP EL= {6.961„y`& ---,,-., I ee4,,.-PROPOSED GRAVEL DRIVEWAY Vacate. t 7 117 12" PALM63" PERFORATEDF JOB B COPY Tt8 12' PALM GUTTER z I iiaDRAINAGE NOTE; 5 119 12' PALM I 23.0_ rt0 sw 1. THE COVERED PORCH AND STOOP SHALL BE D J PIPE SLOPED AT MIN. 1%AWAY FROM STRUCTURE AT TH 1n 00 T20 16" PALM �- 22.0' (01'OFF) CONNECTION POINT OF'THE PORCH AND STOOP,THE p ` F- 721 16" PALM ze' .�- TYPICAL ELEVATION DROP SHALL BE 4 INCHES. REVISED O O Z T22 13" PALM }age�,T,�7+ VII ,, YARD DRAIN 2. GROUND ELEV. AT FOUNDATION SHALL BE MIN. 61N ❑ 0 O- 1F.SF. X 20.0 'BHB 1Li •• 24.8' I•, _,,, r17 TOP 11.8 3:12 pm,Jul 16,2020 CD SF.APRON _ VBA .'fid.\`rte~i ,vaI1111W na BELOW F.F. ELEV. l d,A•' •ter' ,..0s, 1�, TREE SOS'M'39'E 14g.370,0 m 13 .811P‘.2446,...4.11y `••' :I'- Ttq REMOVAL SUMMARY 3. CONTRACTOR SHALL BE REQUIRED TO BE WITHIN Z w CC Z 3 150.170'(P)() al>. ���=4� of TI;i0. � t( •i` nD TYPE TOTAL INCHES +/- 0.1 FT OF DESIGN ELEVATIONS. w �Q BMT -- V I=i ' _,*�'(�"L ',L31�'. PALM 153 4. DOWNSPOUTS ARE TO BE CONNECTED TO UNDERGROUND V O ❑ g S'I':q:c ' ye.. ��1� 2 T 1 O 0 W 8 - - 6Qj0'B. OAK 18 DRAINAGE 6e SOCK DRAIN PIPE WITH POP-UP EMITTERS m f- X0,:0 P EL.12.60' �"OwP.aT J� PLACED IN STORAGE AREAS. ct D3 ti �� a� 4 WIDE 0 RFLOW .?o TWIN OAK 9 5. MAX HEIGHT OF 35 FT. MEASURED FROM EL 728 (MAX TOP EL 47.6) CaR>,Na( VO II • WEIR EL 12.2 TOB AREA MAGNOLIA 3 in L(nryRR 2 �T OCEAN_ BOULEVARD 232 SF. CEDAR 12 E7( ll(14 Y - - DRAINAGE LEGEND $ -- --- 1 (30'R/W 17'ASPHALT) BOT AREA �..Q. 2 X 2) UK�-i.V L(�jy(1}((131\. (PLATTED As CONTINENTAL AVENUE) are SF. TREES TO REMAIN SUMMARY PRE-FLOW ARROW PROPOSED SPOT EL REVISIONS R �,\\ � I J�0.\1Rc1 e Yom'osci- 8702e, 3"AGGREGATED SURFACE TYPE TOTAL INCHES 4ti POST-FLOW ARROW X TO BE REMOVED LOT DIMENSION TABLE EL 12.52' (/57 STONE OR SIMILAR) AREA (SO-FT.) PALM 41 (00.0) EXIST. SPOT EL __ PROPOSED SHALLOW t LOT SIZE 5,501.1 CREPE MYRTLE 8 SWALE BUILDING AND PORCHES 2,054.71 O TREE PROTECTION _� SOCK DRAIN PIPE WITH POOL DECK 228.0 J p (30r POP-UP EMITTER -- - -- -. IDOL (® 504) 120 -- _.l`-�'=. 0I- VCOMPACTED BASE(MIN) CRITICAL ELEVATION ------------ X AC PAD AND APRON I 57.0 . . GRAPHIC SCALE run a eirel TOTAL IMPERVIOUS AREA: 2,459.7 (44.71%) 1.. avplm de REP .. P SURVEYOR: 20. 20 BONOP lien /mum P IME CIVIL & SURVEYING, LLC 4 3000 N.PONCE 00 LEON BLVD,SUITE 0 -.___ SHEET NO. 8 ST AUGUSTINE.FLORIDA 32064.wwwDRIVEWAY SECTION A-A - R uoe,.e-e s„lEY,au-:n••PP,. ( IN FEET ) RECEIVED C1 1 inch - 20 IL ?sir aarrw�.Y>�n•Lisxa 0 LECat ENCP i 0' SANITARY SEWER MANHOLE A/D M(031.01TIONER a PAD ea RIE HYDRANT /E 0040000 RESNCIIN 114E(4Ter0O LAE t - CABLE/INTERNET UTILITIES BOX JE TEED BOOK EA TEED BOOK ELECTRIC AUTIOE(Y J. PO POWER LE EA{ BORND10001JAOE IDEC0 5 AUDERI1Y-ELECTRIC WATER METER .EA-EE EA 1LECTIDAL EASEMENT•Y WELL I1 SURVELEDISED YOR BM BUSINESS UN X NUMBERED X-WT N B SURVEY CONCRETE FOUND L, O1D/EAD ORE/UNE A 1° GRAPHIC SCALE BOON LOT 1Q LOT 12 FOUND NAIL OM'C LB 139 POR PF S OFFICIAL ECCIE6 LOT 11 A FOLIO CONCREEE MONUMENT PG PACE P T T/2 CX CCE/ER FOIM Ppoc I POW OF T BEIRIOIMO 0 2p 30 508"JS'60.80.211(4)RBL d SET 1 IRON ROD 39 AT PROPERTY CORNER 1 • )1 L�1 PEI POUAIDIT EFOe1Q MO (RP /r ND RE12.7- ).". - FSP 3/8' NO D 0 Folio 1'IRON PIPE W M NO IDENTFCATON PSI PIIO4SWAL 9NIEYOR ATo YIJ4FIt 1z.7- 60.00•(P) Ipj ( / ) RIO REFERENCE BOOM LK (Q9•CN ' CHAIN LN(FENCE 0 0 -- 511 ROIT-CF-WAY(IE . 2.5:3'- v2.5 126 f0[ (QA•ON) '000 FENCE --vT-- PO PUT CALL -471 * FEE1D WEARIED POE 1 Inch = 20 ft. I- ---•__-_- I LO1T 5 TM 1��a rW�-us '(� -FINAL GROUND ELEVATIONS CALCULATED VALE.FROM,ETD MEA4RELENTS •{•a `• POOL MRECORD VALUE LOT DMIFEi90N TABLE s V •. , 1�'�U.9J 174 ff MAIN I1 AREA(SOFT) V p r• �j.. i. A/� 12aI I SURVEYOR'S NOTES: LOT SIZE 5.5011 rU-i4•..e4•••,- I 1P 1. (rod IlaORb,1e be,Iv*by Ore and/or bNyNw a/w,1A % BUILDING 186,8 r ' .`I t N,nn.�.r Precast of wtr.Art.cmG n.Trow Sway b = COVERED OR ENCLOSED - rye (o.T ON) 7 F.sel.v P.P.nr ba.w. pro*.it IS www PA u..owe �ji AC PM) P00.•50X40.6 24 .�••• �. .M1it De*./ of ,l. , lM.md.0 DrJr. Eawn�a (sMdeEr r q R. ^ II1`i11,///E o.Ma/r.nmle recorded /elm Plot Rmavem) s other PAVER AREA AROUND POOL 430.9 EsbNmesb mol wale Pe property) Q ASPHALT TOTAL IMPERVIOUS AREA: 2458.3(44.646) •• ♦♦•ao 1 Y.ew.r,.,1 Dale Nut Smear, In .00 Tape Ph U.S stmded feet, dela E w�t R.M.480 dr Tom• or.Im TM^daYbdy 99.r1v ). ,I. 18.8 4 �K 4 9..nes Mar I.bawd*O EL a Mon..eery --a---.4 p S S. bps of Spare let.In n as N«i.alt Pbeen,room.Ic tsIw n,e.d tl�0'' r .�`• 3 STY ul .' n� 7. eia a IAdd P.P..or 51r n Aw.reor4SdwWr+wP.W.rnmWnrrera ••. • = CONCRETE LOT 6 5;11 I p LOT 4 IL Na food Tow Da.amaean ba b.w,mod.a rep*r.Ole TAmwtr '. e RESIDENCE °f'�r dun..a.mum.of Ore Seep q a 1110 Spey r ret bd...d to Loco.ay enb..raa/podea0u.d 401.0., J FE 14.05 2 Ta era,4pe cod 0rp eWmean w ..aoad.ntsa sur'+Y ref t.wo rra,rk '•SG%, a GRAVEL 0 17{ 10.TNM Spey Does NOL ROMP.D.tno.O.aw,b of lend.Teem i.dilliY,M 12.7 __r12.1 II.TNN Swam S MOT bowed for POOP top Fb500, ma A aa abl4,d 0*. FAM b 5.11ryw b5. /wean o0L10 5va, AN 22.7 P1.Pa.es bbd n RP T Asan yes Nub Abase Sym•lea. = WATER t ,.• IL Cenbw ne..esran b Pe NVY.w DeswbG OAl Wooden (0.5 CI) ♦' ll-`i ' 9g Abme-nags Da NOT Properly Comp.. .,, �% 1 1 11 Ag Abw-rand EWev MIM-no Ileof WRN,It.1.r1estMw esana,b • nNw tell yes Nab F ahem-a wbb how ba•now.nO,esbd g gat.peepposeil oath. r•-® 9, er•�!" P.Al ee.asr an•.,nes Pep Raman .e rye ms..a ab a. n ,.♦♦. = PAVER „ .0g SP,g.......et" .. .- !,1 a ars am w PIP eM/r Ned Legal Daa1PEa yr paled !till IF, � iY•ir•i +2 _TOP DT ORATE tL�r(w).�o•eairl.�i4 n .4e am CORNER OF LOT 7 Mph, `� Attete '1/- 123 �:. IPA4 1.40004014 CP*me their Les b sOment wa.b m Per men a. 150.00'(P) /t/%t'It "---lay v wag 1aJ prod. fro. =Pear IMed bah .i y0i49 ewnng.ad...On SOS44'39'E 140037(M) •O.00•(P,,.' enachmonts men roots rr, pre l Tee b. 00 One ma by POP-ndlerb :�/1'/t,t No632'0�5W 1,�•• gIRRENT R/W LEE t..,.newt!nearly.7or Maw Fa I�. I w,� I�� IT.T1.u,..Clown a an rap 0040 1:11.500 • '•r ' rl w aaWr mat sopa tat 10 El.albw If aa.,an bard a tlen Nam...Pop PP.Deep a 1 ; %f' %t' % a-EnGE OF MONNE 1 BOB. L J IS.14. and.)) natures'r.letla.N0 b odpwt Pr©.H IM(.00 by �PIATRD IDT 1I(/NEA Fe an Poole))may be mpp.aW wlp,tly es a b o1 be Peeved by IMP Oe.Dlm.,aa.lead.'rod myrrh'resbN POMP n d1 cepOCEAN STREET (30'R/40 17 ASPHALT) - - (PLATED AS CONTINENTAL AVENUE) ZS Special Nota - Liability Notice 101100 O 1144040:Tp 9FNEY R CERTIFIED TO 11106E 0DIW11A15 SHOW N TIRE NC 0011401GTN11 LAOS BELOW AMY OPER USE.90EnT OR RELIANCE BY NIT OTER PARTY R 513011.1 MORED AND ES1MC1133. *010105 15 REaaIE COLT 10 TEOEE=WED AID IEAELY DISCLAIMS N(1 011ER IIAOUT!ND MEXY RESTRICTS DE RUM OF ANY 0110 1e1DUAL OR FRI TO USE THIS S AMMY N PM MINER a1A19OA0.EMOUT THE _••. .•..• • THE 90140 001010E NE 911R4EYDRb NOTE Ill HEIEDL Qom(/ REVISED 02/15/2022 TO SHOW TOP OF GRATE INFORMATION COLLECTED 01/16/2022 8urvyor• •gf/*t to.r •,,a)�/. LEGAL DESCRIPTION IME CIVIL & SURVEYING. LLC moamaaos.CIL oearm'/75..14.INC , SET �^'� �"°Z •QQ IPPON MO LOT 6,BOp((A11Mfi1CBEACHPAH(WAY 311 STATE ROACO 1e pd""WaMAC= ,,,„e „W';EE Y�.I ^fir ST AUGUSTINE, FLORIDA 32084 ADDRESS DOFF PROPERTY �ESHOWN HEREON: PLAIT/MAP BOOK 15, PAGE 61 FOR: American Classic Homes Brandon D.Shugart p���� AT: 686 OCEAN BOULEVARD 02/15/2022 • STATE OF dEi i-'c RECORDS OF DUVAL COUNTY, FLORIDA ATLANTIC BEACH. FL 32233 apnea..D.P. SN.,:1%.7.i..•.:..'rh7l.�'Er:''. ..•Amp Vv1/WVY.IMECIVIL.COM V4"�1w.VI' BOUN1:::0AFtV SI.JFit VEY Pr,ons- 904-429-7764 flaa ay DJ1 'AdditiondD(Prm0tbn/C.tMa1Ta,. -. now sway r aw/16 s= 1 e 20 Fl ©DD ,. .rl 0097 or reproduce nna..E PeweNti. Licensed Survey Business .8139 FB//PP12 61/60 • '.043019.4