Loading...
1505 Richardson Ln RES21-0187 - Stormwater Restrictive Covenant[FOR USE WHEN OWNERS ARE INDIVIDUALS; IF MAI Doc # 2024028254, OR BK 20945 Page 1001, Number Pages: 5 Recorded 02/07/2024 04:20 PM, AFTER RECORDING RETURN TO: City of Atlantic Beach JODY PHILLIPS CLERK CIRCUIT COURT DUVAL 800 Seminole Road COUNTY Atlantic Beach, FL 32233 RECORDING $44.00 PROJECTADDRESS: rsc-) 1; A -VA _(�f)X) • Lafi�{ _ REAL ESTATE #- 72143 o l Ate- • %GA • - DECLARATION OF STORMWATER RESTRICTIVE COVENANT KNOW ALL MEN BY THESE PR NTS• 1/ `n WHEREAS the nd signe 01 71� 4 �m� I'�J� (hereinafter "Owner"), whose address is 2� b ., `5� Ba 0. ►tic is the fee simple owners) 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 effector hereinafter enacted. 2. That the onsite stormwater storage facility, constructed in accordance with that certain approved site plan, dated 'A4 1 , 20M5 as shown on Exhibit B attaches( hereto and made a part hereof, and depicted on that certain post -construction survey dated _ __T" _ .?lq , 20 as shown on ExhibitC 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 accordance with the ordinance of saidCitythen in effect. WITNESS WHEREOF, the undersigned has/have caused M1 hand(s) and seal(s) to be affixed hereto on this day of ' Rlb. _ _ _ 20ZY. OWNER(S): Ok (Signature) � � Lt AOL ��..,,��,, 11 (Print name) dj--� VP?--� KBM�, (Signature) L� (Print name) SU-Uf1 F. STATE OF FLORIDA (Print name) U (Print name) C;/ (Witness) (Print nam . PJ41.1%1 J -J (Witness) 2C_' -6V0 ',-QCAAbX4& ST: TAX. R, y (Print name) �✓�2 / COUNTY DUVAL Wn Z 1�r� 'c Y7 The foregoing instrument was acknowledged before me this day of 20 by�Ur' who is the i a ��� of LK r��-I- and ( personally kno o me or IL has produced My Commission expires: Revised 02.07.2023 as identification. _ - 1 NO -(#Y Y PUBLIC, State of Florida JEAN ANN YODER MY COMMISSION # HH 047912 a oma: EXPIRES: January 27, 2025 Bonded Thru Notary Public Underwriters LEGEND M = SITE BENCHMARK A/C 0 = SET 1/2" IRON ROD LB#8139 FFE ® = FOUND 1/2" IRON ROD WITH NO IDENTIFICATION STY 0 = FOUND 1/2" IRON ROD YELLOW -CAPPED BRL W1TI1 NO IDENTIFICATION R/W FOUND 1/2" IRON PIPE YELLOW -CAPPED WITH NO IDENTIFICATION BOC �P POWER POLE EDP ® = WATER METER P08 Q = ELECTRIC VAULT POC ®nv = WATER VALVE PSM ® = COMCAST RISER LB ® = CATCH BASIN LS ORB SANITARY SEWER MANHOLE PC -o-- =CHAIN LINK FENCE (P)(M) = BUILDING ® = CONCRETE = COVERED OR ENCLOSED SURVEYOR'S N0T(::5_ 1. Legal Description has been furnished by client and/or his/her agents, 2. No Title Opinion ar Abstract of Matters Affecting the Title or Boundary to the Subject Properly have been provided. It IS possible that there could exist Deeds of Record, Unrecorded Dead,, Easements ( peclally any ante/documents recorded AFTER Plat R-rdatlon) or other Instrument. that could affect this property.) 3. Measurements harem are In accordance with U.S. Standard Feet, data acquired with Theodolite and Steel Tape, or with Tachnologlcolly Superior Equipment utilizing Redundant Techniques. 4. Bearings hereon are based on:RBL as shown or stated hereon. 5. Contiguous lots It, In same block, unit, phase, section etc. unless noted. 6. Type of Survey. FINAI BOUNDARY SURVEY 7, Stated Legal Purpose of Survey. Acquisition, Sale, Mortgage, Permits, Planning. B. No Flood Zone Determination has been made or requested for this properly during the course or this Survey, 9. This Survey 19 of Intended to Locate any subsurface/underground objects, mprovanI andf,,nd,ken, r encroachments, Survey reflects obove-ground provem 10. This Survey Does M Reflect or Determine Ownerehip of land or fences. 11. This Survey Is NOT Insured for Multiple se . Fiduciary and all other obligotime r limited to Certifyees Islad hereon utilizing Survey far purposes listed in item 7 Above. See Nota Above Signature Block. 12, Construct Improvements to ton Markers as Described Only. Wooden Stakes/Wire Flags are NOT Property Corners. 13. All Above -ground Evidences oT Utilities lie Within their respective easements unless noted. 14. Building Dimensions and their lies to adjacent property or other lines are mad e from exterior load-bearing walls, ignoring overhangs and ancillary attachments unless noted, Tie. to structures are made by perpendicular measurement from necresl properly or other line. 15, The Linear Closure of this survey exaeade 1:10,000. 16. Elevation. if shown are based on the North American Vertical Datum of 1968. 17. Revision Note: Added Popup and Overflow Drain paints with Elevotions. MEASURED BEARINGS HEREON ARE BASED ON A FLORIDA DEPARTMENT OF TRANSPORTATION BENCHMARK 'BART" AND "KREG', WHICH WERE DERIVED FROM A GLOBAL POSITIONING SYSTEM (GPS) REAL-TIME KINEMATIC (RTK) SURVEY. A SOKKIA GCx3 CPS RECEIVER WAS USED AS A ROVER, RTK CORRECTIONS WERE OBTAINED FROM THE FLORIDA PERMANENT REFERENCE NETWORK (MRN). COORDINATES OBTAINED FROM THE GPS SURVEY ARE REFERENCE TO NORTH AMERICAN DATUM OF 1983 (NAD83)-(2011)-(EPOCH 2010,0000). Surveyorrn pC�ertIffyi�o�aWtllon REPRIDOUCUNLESS 5TI�5 OFTM ITHE ETABDS�bT 9ft UNLES ��k�c n�,�N IHE WGH SOF sult�.3 :TEf ^,TI�yORON`tbNPWM3 •10 THE Si N�Rp6 dINRRACTICE\S • 0 BY THE FL IpA BOARp P 5510NAL J RVEYgi IL ROANCE WITH C-I7IIFa•==� AHL TO CHAPTER 1 lag" : ry-Q jYA5 DONE UNDER MY WIfRMm D.S�hvulan LJale) Bw PmlweW'eawle '� 2024.02.06 Signature ;aV Brando 5 aurvaying■ImeclM.cam = AIR CONDITIONER ON PAD = FINISHED FLOOR ELEVATION = STORY = BUILDING RESTRICTION LINE (SETBACK) LINE = RIGHT-OF-WAY LINE = BACK OF CURB = EDGE OF PAVEMENT POINT OF BEGINNING = POINT OF COMMENCEMENT PROFESSIONAL SURVEYOR AND MAPPER = LICENSED SURVEY BUSINESS = LICENSED SURVEYOR = OFFICIAL RECORDS BOOK PACE = PLAT CALL FIELD MEASURED VALUE N/D L88139 9W 10.92 N/D L80139 BM -17 10,48 GRAPHIC SCALE 0 20 30 ( IN FEET ) 1 inch = 20 ft. Special Note - Liability Notice LEGAL DESCRIPTION I I - 11,35 BOC I DONN_ER R "Op (50 PLATT D R/W 40' MONUM 010_=7 ENTER 117W 20' ASPHALT ROgD) NOTICE OF LIABILITY: THIS SURVEY IS CERTIFIED TO THOSE INDIVIDUALS SHOWN IN TITLE AND CERTIFICATION BLOCKS BELOW. ANY OTHER USE, BENEFIT OR RELIANCE BY ANY OTHER PARTY IS STRICTLY PROHIBITED AND RESTRICTED. SURVEYOR IS RESPONSIBLE ONLY TO THOSE CERTIFIED AND HEREBY DISCLAIMS ANY OTHER LIABILITY AND HEREBY RESTRICTS THE RIGHTS OF ANY OTHER INDIVIDUAL OR FIRM TO USE THIS SURVEY IN ANY MANNER WHATSOEVER, WTHOUT THE WRITTEN CONSENT OF THE SIGNING SURVEYOR. SEE SURVEYOR'S NOTE #11 HEREON. MAP OF FINAL BOUNDARY SURVEY a Y FERRER GR UNE 0~ F~ LOT DIMENSION TABLE PART OF LOT 15. DONNER'S SUBDIVISION, ACCORDING TO PLAT BOOK B, PAGE 4 OF THE CURRENT PUBLIC ZONING INFORMATION RECORDS OF DUVAL COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT Rl FROM PROPERTY THE SOUTHEAST CORNER OF LOT I OF FRANCIS COVE, AS RECORDED IN PLAT BOOK 50 PAGES 67 AND 67A OF APPRASER•S WEBS17E AFOREMENTIONED COUNTY THENCE RUN 1487'20'05"W, A DISTANCE OF 109.74 FEET; THENCE RUN SOO-06'14"E, A " FRONT -29 DISTANCE OF 33.57 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S00'O6'14"E. A DISTANCE OF 33.55 SIDE - 7., FEET TO A POINT ON THE NORTH RIGHT OF WAY LINE OF DONNER ROAD; THENCE RUN N83'16'17'W ALONG THE • REAR - 20' NORTH RIGHT OF WAY UNE, A DISTANCE OF 92.78 FEET TO THE EAST RIGHT OF WAY LINE OF RICHARDSON LANE; THENCE RUN N00'38'45"W ALONG THE SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 31.98 FEET TO A LANE; 1/2" IRON PIPE LB0139; THENCE RUN S8615'23"E, A DISTANCE OF 92.96 FEET TO A J' IRON PIPE LB#8139 AND THE POINT OF BEGINNING TO CLOSE. SAID PARCEL CONTAINS 3,032 SQUARE FEET OR 0.07 ACRES MORE OR LESS. SUBJECT TO A DRAINAGE EASEMENT SHARED WITH THE PARCEL ABUTTING SOUTHERLY THERETO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF SAID LOT 1; THENCE RUN N87'20'05"W, A DISTANCE OF 109.74 FEET TO THE POINT OF BEGINNING; THENCE RUN S00'0614"E A DISTANCE OF 67.22'; THENCE RUN N8516'17"W A DISTANCE OF 19.33'; THENCE RUN N0344'37'E A DISTANCE OF 66.47': THENCE RUN S8718'21'E A DISTANCE OF 14.82' TO THE POINT OF BEGINNING. ORB 13929 PG 848 ORB 12949 PG 1157 ,O ,'L f^��", �^'� �^? ii•1 N87'20'05"W 109.74'(1) ^0S' pRl "� O ;^p ^6 ^A6 9 --- P O C WEST 1/2 OF TTHE7S1. POPOP _e11.73 SOUTHEAST CORNER OF �'ri LOT 1OFFRANCS m TH 1/2 TRACT „A" IXt'AIN DOVE, AS RECORDED IN ^� -. 11.84PLAT BOOK 50 PAGES F 67 AND 67A OF DUVAL z A�sI COUNTY 0 58615.23"E 92.96'(1)(0Li ) ^ d 51 4 7 c,I W ^, ^O U a Z 5 O m r 4 ' ♦ 1F75:0 73'1 n N o u n "� GA AGE .S r OUP K W a w w ,p ^;�'' fl 11.3 �Om u0 ^� FFE = E 125 ' 12 00 n 'Q� n �o _ N Q 0 POPOP Ito C to010.11.0^ I I - 11,35 BOC I DONN_ER R "Op (50 PLATT D R/W 40' MONUM 010_=7 ENTER 117W 20' ASPHALT ROgD) NOTICE OF LIABILITY: THIS SURVEY IS CERTIFIED TO THOSE INDIVIDUALS SHOWN IN TITLE AND CERTIFICATION BLOCKS BELOW. ANY OTHER USE, BENEFIT OR RELIANCE BY ANY OTHER PARTY IS STRICTLY PROHIBITED AND RESTRICTED. SURVEYOR IS RESPONSIBLE ONLY TO THOSE CERTIFIED AND HEREBY DISCLAIMS ANY OTHER LIABILITY AND HEREBY RESTRICTS THE RIGHTS OF ANY OTHER INDIVIDUAL OR FIRM TO USE THIS SURVEY IN ANY MANNER WHATSOEVER, WTHOUT THE WRITTEN CONSENT OF THE SIGNING SURVEYOR. SEE SURVEYOR'S NOTE #11 HEREON. MAP OF FINAL BOUNDARY SURVEY a Y FERRER GR UNE 0~ F~ LOT DIMENSION TABLE AREA SOFT. LOT SIZE 3032.9 BUILDING 922.7 AG PAD 15.7 CONCRETE 288.2 TOTAL IMPERVIOUS AREA: 1226.6 40.4$ IME CIVIL &SURVEYING, LLC ADDRESS OF PROPERTY SHOWN HEREON: FOR: AMERICAN CLASSIC HOMES 1870 COUNTY ROAD ST AUGUSTINE, FLORIDA 32084 AT: 1505 ATLANTICC BBEA DCH,, FL FI LANE EACH, 32233 WWW.IMECIVIL.COM Drawn By, VGsame ," - 20 F..t 904-428-7784 Field Survey Data: 01/29/2024 Drawing/File #:021121.7 Licensed Survey Business ■8139 FS/PG: 23/120 Plot Data: 02/06/24 Certificate of Authorization «33025 AdmNmal Infmmaum/Certifimeme: xxxxx ©Copyright Do not copy or reproduce without permission. t_EQ 1=N1"11 RES21-0187 EIf� '�Hla�a,Ma1u� t .,Tt`:r�vf. .n taw•• !eC /1•n ti0i}"�" -*91U VK I{ _-_ � ..•tea_, ,�1L Lttl _. _. .. ' h..i. rt'L �y� trff ..a ;!• 1 i ` r a +uDom it (TlwjL tf 2) r* -12 An on- na."r; U.L I104TW (OO fY�01 a � esrtmtsl� A * • �• • t 12.2 rr. ni MwT ISG* 3["Y4w.4. AT TC =mom rptt Q TK POIIW Ams slow, AIRM • .7 - {� "V T rOMUT44 G4� CF/atlTl �T ►CIPIOATOM 9Ws K litl. rA4 U�Cw iN91m nCCit GtYAP011 9t " LOt .* KM xsnCAL o4Tutt (ww) INS. •,1 . • . DUN Tia VI w eKNI TETL ugro 4CrEs liryPf7t ttntl M SM r{ smom A to IMrlIGI ttOOIt is ML 1]• Nat trOr{DII t7tYiTp1 R LOi Pat CWSUt[tM ".14, rllOrOS[0 CrNMO TO Sf mM¢tm m LytPOrAt K.rcIL E_..-. O tyn*M ILY� r.K. ■PP.q ti naoe ib[ x, —*U9 t* w i- r nt. e,.P 1> w,e,rnwu..w..r ��, a Anne _ _� .... t �smtaOl lura UFiER ANU DRAINAGE PIPE Iuc?ALLATION Nd �• amots w a TMC -" •� �• ����• w •C i (ROM PLAN �)Mel/13fD SOLS. e.Ot. WO rRdIT e1ItAS S T( ROi MM A 1ECAWA %0FE C-1-06 �.. PICKS PIAHort Iwon-+ew1. a�to:s:rt' (wus ff *C MW AMAJ.r.1 (cayptsM FAMk _ y, Irtµen4 rClt Tru1q- _ �_ i�l •' llei Q� : �^� •' ` �+ ..:�p5 •y(�i t_ 1 tta* a tat TIW yOtt itetS 1MST.11 r ottt. twJ. eCtMuc.Tm PPE wTI s+wottt M101101 ep tUTPICAtm t7p[JIQt me tKOu AtL OUT" 00*tlrotrR 10 M P"W63M MERNI J W. rut r Mo -w INTTq Lt TE r11CNr MIDO-w-Ker LME ON PWATE FROMM . tes7Hl 10 RA or PLNCI4Tm Mrt MUCH M rOP-UFl .rr fi .w• ,�LnrJ JYU $•.C�14'.Ji_',�ti•� D � 1� t- K _'D: Lttmpl ru wJMrretum`a WIGM1IIGIM TMS tft ALLOW AW IIATR w m 7ptwwJ�vaJR itR . 9 f; 8 ■ •' L . sOL�� Mq rc11 41rmt SnmL tlotC wr it .Dom ► 1rv�Nr. ." CL t ; ECTAL DESCRIPTIONS,c UX 2,V 2.0' 'JI.p1 t 11'2T ­­PUBL. WORKS 1 i ` ROM TV c t.."} DENIED tS' t,• ,�- .. { } fvOI.:� t✓Li;. ,}...:. ; ,; _ COIL CULYOIT ',, Donner Road — .LIM, r ,n*t"arDigitally signed tryerandon mom_ -----•- :IME CIVIL & SURVEYING, LLC DRAWING I CLIENT WORMATION / CCERTFICATHM r a..aTw ;moi } Shugart FE 86780 p,. .ewrwvrrn ..nt.aots taxa 317 STATE MC AL 'l6 1. _ ~- •- w,>�+'•�.,��da- ^ m 'a'• � ST AUGUSTINE. FLORIDA 32084 ;1Oi }oA ;yrs 4or;o�rG r .Dgte:202^2,12�t.r�1.3 ''. nw WWW.IMLCIVIL.COM 904-42Q.-T'7Lfs4 Amerlun Classic Homes LAa.uec.W.o.I­ JON►, fN�,., ;5` Oyw 1216 '"Zi;"' " ° *" '�"""""'"•"^-" LlognpOd $t7rvdy Bueln4aa *$i� ♦. :nt 9.o rL 1 _11 WT nt y.uctr,aw+wM:P.nwua.r.car..v," """' "" "`"'"" """"""" """"t""a" S I T E C) F� A! N A Q E P LA N Certllloete of Authortzatlon *33025 �. ....-..�:_.. ..nn•..y_.... .n. •.,IIIA.• P RECEIVED By JannffeiJohnston of 2:40 pm. Jan It. 20231 RES21-0187 THE SLOPED RETENTION AREA WILL NOT AFFECT THE STRUCTURAL INTEGRITY OF THE HOUSE BEING A MINIMUM FIVE FEET DISTANCE FROM EDGE OF THE REAR FOOTER TO THE TOE OF RETENTION AREA, 12 INCH MAXIMUM DEPTH, AND WITH NO SLOPES STEEPER THAN ONE UNIT VERTICAL IN THREE UNITS HORIZONTAL. ALr3HA ENGINEERING 770 WAKEMONT DR. ORANGE PARK FLORIDA 32065 C E R T I F IC A T E O F A U T H 0 R I Z A T 1 0 N N 0. 31036 JOB NUMBER' 21453 B ULLETIN a> 1p G ENSU' °'T�c� r No. 59660 pSTATS OF.'4�Z. NAL N Comp. By SCS 1 Date. .Its Public Works Department City of Atlantic Beach Permit No Address : a Renuil l Slora(3t: VOhtmg Section 24-66 of the City of Atlantic Beach's Zak19. Subdivsion, and Land Development Re911tations requires that stormwater runoff from.mpenious areas be stored onsite, Volume to be retained is as follows: V = CAR1/2 which is Ole Modified Rational Method for estimating atomewater nxwtf Merv. V v Volume at Runoff to b0 stored (cubic feet) C = Runoff Coeffiuent 0 92. the difference between impervious area Me 1 01 and undeveloped wedilions {C=0.09). A - impervious Area (square feet) R- 25 -yr r 24 -hr rainfall depth (9,3 inches for Atlantic 9eachl n...u. §toragv Volume Reauirad for Impervious Ana: Let Area - kit 1t' Impervious. Area (A) 1 ITT a 39.01A V a 0.92 x Z,312.6 x 9.3 ( V = i.S3► H' Requved provided Slonae; Area 1 -Relative Elev. Area storage Sidesteps: { :1 (n) (ft') (tty — sideslopa; s :+ 1 R 334 9@S BOTTOM N 920 TOB 12 West Around RECEIVED ey JannrfwjWmtW rK 2:47 pm, Jan it. 20231 RES21-0187 ,PUBLIC WCF1KS higround Storage: a A'dfpf ? , �,PPROVED Total Storage Ana at Toe (A) = 11211LIkr D Q i ..I. Depth to ESHIMT from BOTTOM (d) = tit detain k 2.0 R verify ansae Estlw�r/'y" i Pon Factor (pf) = D.4 defauh Is 0.4 InOnund Storage provided a 740.1i Required Treatment Volume 1.6712 ' Supplied Tmatment Volume