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587 Beach Avenue ZVAR-12-00100031 SurveyDEPARTMENT OF NATURAL RESOURCES MONUMENT M A P 0 F S U R V E Y 7.58'28"W N o. 72-81- A 20 L 22N 88.11' - - - LOTS 5 AND 6, BLOCK 20, PLAT No. 1, SUBDIVISION "A", ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 5. PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, TOGETHER WITH ALL THE LANDS LYING EASTERLY OF SAID LOTS 5 AND 6 AND BETWEEN THE EASTERLY PROJECTION OF THE NORTH LINE OF SAID LOT 6 I AND THE EASTERLY PROJECTION OF THE SOUTH LINE OF SAID LOT 5 TO THE EROSION CONTROL LINE OF THE ATLANTIC OCEAN, AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A AND 59B OF SAID PUBLIC RECORDS. Ln NOTES: 0 1. THIS IS A TOPOGRAPHIC AND BOUNDARY SURVEY. 2. BEARINGS BASED ON A CALCULATED LINE BETWEEN 0 o' DEPARTMENT OF NATURAL RESOURCES MONUMENTS OC 72-81-A20 AND 72-81-A21 PER THE COASTAL CONSTRUCTION CONTROL LINE FOR DUVAL COUNTY, FLORIDA. 3. THE CURRENT COASTAL CONSTRUCTION CONTROL LINE IS I IcO RECORDED IN MAP BOOK C, PAGES 72 THROUGH 72H, DUVAL p COUNTY, RECORDED JULY 21, 1992. IIo I I 4. MEAN HIGH WATER LINE (MHW) DETERMINED USING EXTENDED DATUM FOR TIDE INTERPOLATION POINT 100978 I I (ATLANTIC BEACH, MHW = 2.04 (NAVD 1988), TIDE RANGE _ I I I 5.0'). III I I 5. SEASONAL HIGH WATER LINE AS DEFINED BY FLORIDA I I I1 I STATUTES CHAPTER 161.053 (6)(a)2: "Seasonal high-water � line means the line formed by the intersection of the rising I shore and the elevation of 150 percent of the local mean I tidal range above local mean high water. Q 10 20 40 �I I I II I 2.04 + (1.5 X 5.0') = 9.54 (NAVD 1988) ANGLE P01 TI i �� 6. COORDINATES BASED ON STATE PLANE COORDINATE SCALE: 1" = 20' 'I I APPOSITE -50 I LOT 2 I T I SYSTEM, EAST ZONE, NAD27 PER THE RECORDED COASTAL $ I I Q II I CONSTRUCTION CONTROL LINE. PROPERTY CORNER I BRICK WALL �I I I COORDINATES ESTABLISHED USING GPS, RUN USING SPECTRA 'I I NORTH LOT 3 STONE WALL 1�2 I I PRECISION EPOCH 25 L1/L2 EQUIPMENT AND TRIMBLE VRS I 'I NORTH 1 �2 I 'I I SOFTWARE AND CONVERTED USING 6. 7. BENCHMARK USED IS A MAG NAILIL AND AND DISC LBB 3672 IN WOOD i THE WEST SIDE OF A WOOD POWER POLE NEAR NORTHWEST i I DECK 1 o I o I PROPERTY CORNER ON THE EAST SIDE OF BEACH AVENUE.. I I I MIM I ELEVATION = 14.04 (NAVD 1988). o �' . i I 8. THE EROSION CONTROL LINE AS RECORDED IN PLAT BOOK 1 4.5' ohm I 35, PAGES 59, 59A AND 59B OF THE CURRENT PUBLIC 1W STORY FRAME OIC ' I RECORDS OF DUVAL COUNTY, FLORIDA IS THE EASTERLY MOST TWO STORY I I oip I PROPERTY LINE FOR PRIVATE LANDS IN SAID COUNTY. 1� I LOT 1 FRAME oo moi I RECORDS9. THE EBOOKL12975,IT LINE PAGE 17811 SHOWN OFAHEPER CURRENTPUBLICOFFICIAL RESIDENCE II oT RECORDS OF DUVAL COUNTY, FLORIDA. . N '� SOUTH 1 /2 m mo EASTERLY LINE OF LOT 2� I l o I LOT 3 A I x`a AS SHOWN PER PLAT I o! II O SOUTH 12 p 15' ACCESS EASEMENT 1 p OFFICIAL RECORDS VOLUME 7337, PAGE 571 I -__J LOT 4 A I - - - - - 146.7 I I m olo,oo I I I 03 �� 134.8' ----iv N - o o I N m m I: - - __.- x11.3 _-. X IO II. I W000 WALK •14.3 \ \7.9 x x0.3 I I I B I as V SIXTH STREETI 5.,3 1 CONCRETE WALK \ \ \ \�� x e. PAVED PUBLIC ROAD) ° I ej°I = 1 x 8.4 I I lx I I I (40' RIGHT-OF-WAY I 1 I ° 1, �i I 29.9 x11 .3 I114I 111 1x 17.311\ \113.\ I\ I I FOUND I/2" 29.3 x8.8 114113 1 �\•'\I y I \ 115 11 s.ao $ .4 10.3•g9 a151r I \ IIII II II ASPHALT PAVEMENT REBAR L 114.1 1 1 \11 1 14.13 1 15.1 I n \ 0 1 112 1 1117 116 I 112 1\ 1 x 1'57.9' x,5.6 �r11131�1iJ 15) 1 1 1 {il I\ 1jI I 1 I 13.32 CONCRETE DRIVE � , n \ i 1 I 13.52 \ x12.52 13.10 N83 31 14 E I 11 11 \ ; \ 1 i % ) ) ) J I \ IIII I I D BENCHMARK 12.90 0' IR TO IRON s BRICK o I / I I MAG NAIL and DISC LB3672 142x N83. 1'14"E 200 1 s io A/C PA p WALK N• I I 1 \ I \ I / 8.4 \ I I I / q W SIDE WOOD POWER POLE I z 13.9 J 27.9• 0 5.6 13.0 15.8 15 1 11 \ \ I I \ I I I 11 ELEVATION 14.04 NAVD'88 1 4 1 \ I I I I \ 12.69 x 13.8 14.89 I \ I I_-_ J m I 1 I Z 1 I 3.9' 13.0' 13.7x Tp CCCL I \ \ \ I 1 I I_-_ xt�sa I I lI rm \ x -0.a -12.60 34.14' i 146.0' 7 I I 1 \ \ \ I I I I 1 I I I I \ v o \ I I I I 1 1 x o. z 0 0 ❑ TELEPHONE N 1 36.0' I 1 I I I \ I I \ =1 Z ^ 1.4 • O.fi CABLE RISER 14.88 ' II Uf 1 \ \ \ 1 II N 1 I \ 2. _ FOUND 1/2•• IRON ^' I O \ \ \II W / \\ 11 I I \•• I \ - .6 1 \ 11x4 II 1 < Zr \ x 6➢1 mit l' 'V N I IJ 1 \ $` PIPE. NO CAP 12.79 o n I \ \ II \ 1 \ \ \ \ 7 9 T j`^J 0.3' TWO STORY FRF:ME 1 \ �= 1 NO z,Bas00.z I O o Sa 11 I O \ - /2 1�1 FASTING 531162.7 RESIDENCE I �. m 11 Imo_ \ \ \ �2.2 I �1°.° I•�? z� I x 61 I Z m O I \9, 1 I I I I I INA Z I NAD 83 0 m 15.02 m No, 587 , x Irn \ \ II I \ \ x1d'4 \ 0 I m x10.5 1 \ Om I 1 1 1 D= 11 I I III -I - \- - ,a.0 X11.2 qq xils 11 \ \ 111 112 \\ \\ z I 1 \IIII II II o Z 3.631, 0.3' FINISHED FLOOR N N N - ELEVATION 16.2 I 1.2' �- :15.4 N x14.6 I I I I t0 I 1 \ 1 \ l I �� m 1 III I I ° �n 1 a TI a) N 15.6 o NAVD'88� ts.7 II \ 1- I 1 I \ I \ I a A W a I BRICK x 73 31.s' ,,,, l0 I I 1111 I I W 1 DUNE GRASSES II I -a II 1 II 1 1 Z II i A t O WALK _ I I Z I I I I I 1 \ I 1 I I I'[�1 1 I I I m -� C a \ a, - COVERED a! m ave 4.04 o 14.2 ash i\ a >- _ i s' I I I I I \ x 1 I I I O a 12.80 3.SB Rpt I, 13.6 1.5 CONCRETE kwo \ 12. "'O Ri=13.8 � -x 7.3' 22.8'R/�, ', CONCRETE_ 1 I I I. I� I 1 �7 I I\ C NCRE 'T�I \ \ \ I 1I I II m I 1 I - _ 2 15.7 I \ \ \ I i \ \ 111 I O _ _ x13. t�'Bx14.07 o A C PAD_ _ x- LIMITS OF m I Illm I I I 1 x_0,0 x 0.4 1 y 4"PVC C.O. 14.34 _ - 15.8 2nd STORY I 7I 41 1 0.3 z.7o a.0z I� I N11 I lm STEPS I \ x 12.71 WATER 0? 14.18 \ n' I I I 1. m I \ ,O 1 1R .\ \ \ I m x1.6 20.8 { to C3 METERS �' L I I -p E3 TELEVISION I 14.20 14.27 146.8' mob I I ZI 1Ii I I IIII a I 1 \ I 111J 1\2 \ I •1 jI O I I I Ix 4.8 1 " 2.9 CABLE RISER m0 II oll5 I I 11 M 1 1� I I I I\\ \\ \ \ C 1 x 7.9 " 7.9 O ` ❑ f2.2' do 1 4.09 r iA11 ,11F1 I \ 9\2 1 1 1 I' i A x1.5\ •, J P I x 4 m I O v � �o LO N c�i rT♦ II I x7.9 mi m O o I 14.03 io1 I D C r 1 1 12.8 -7.7 < m C nT_' F 14 1 ,• IB' O C i £ I I 15.6 15.4 1 2" IRON I N O OD �}'� mo A o 14.03 14.59 14.6 15.6 i5.fi PLANTER FOUND DLB 3848 11 I W O 1.' - z o -n �m I 15.5 .0 II I 0 zo I m I II oWOOD O 1 43 POWER 13 7 6, WOOD FENC W254.68' Ooz to 83*34 06 0 POLE ,3.s S 166.9 021' 12.3' TO IRON z N^jT 06"w zD4.65' IRO O CCCL 583.34'TSORYFRAME x 13.a TWO woo0 PECK x12.97 33. Z113.05 z.6' U1R�'SIDENC? z . v T o. 555 I " FOUND 1/2" IRON I nI I O- LOT I 142.1' II I PIPE. NO CAP z O 'I m I I r O A NORTHING 2180400.7 I Z I m U1 ! I m EASTING 531171.7 ' NAD'B3 167.7' I r I I O O I rn Z -I M - - I O. m l r 1 IZ 7 I 1 II I U �- I O I I Ir I I I UDI F- - IA -❑ I ,L ANGLE POINT A THE PROPERTY SHOWN HEREON APPEARS TO LIE IN I b OPPOSITE R-51 FLOOD ZONE "X", "AO" (DEPTH 2.0') & "VE" (EL 15) ILn �}� I Im AS DETERMINED FROM THE FLOOD INSURANCE RATE v I MAP COMMUNITY -PANEL NUMBER 120075 0001 D, I IN I REVISED APRIL 17, 1989 FOR THE CITY OF ATLANTIC I I J I BEACH, DUVAL COUNTY, FLORIDA. Im I r I THIS SURVEY WAS MADE FOR THE BENEFIT OF ANNE MARIE l N I MOQUIN AND KIRK MOQUIN. 90 IN I ' I11 SEE 2 OF 2 SHEETS FOR LOCATION OF ADDITIONAL ADJOINING STRUCTURES 2� I q\ k DONN W. BOATWRIGHT, P.S.M. "NOT VALID WITHOUT THE SIGNATURE AND THE \ ORIGINAL RAISED SEAL OF A FLORIDA LICENSED DEPARTMENT OF NATURAL FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 SURVEYOR AND MAPPER." 2 ,,__RESOURCES MONUMENT72-81-A21FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 No. CHECKED BY:zzl FILE: 2012-0046 DRAWN BY: MGGZAF BOATWRIGHT LAND SURVEYORS inc. 1500 ROBERTS DRIVE JACKSONVILLE BEACH FLORIDA DATE: JANUARY 26, 2012 SHEET , OF 2 (904)241-8550 2 No C m Z m G O 0 mZ< % O r D v D D Cm:* cu C = D N O mm� m D r m0= 1mm D 0 -n O r A C m ym r D m0 N N = 0 Om D m D m r= o m O N m 00 =m( --)m 0 m OMNO D�;o)O m DA z z m � rr�o -� _ X Cc v m = -0;;uZ� >0 .0 O Z K: O z �OC) m LD r -i _ _ r- mZM .ZmJ : r 0 0 DO D m ZJ0 N D _ O m (7 N Z 1-% m SON m <OCR.> 0(-nD -v) m0zm� DO FO oO �O ��ul zoDrm n my z I• I v D I I z O = -< 0 OrmD- mD oa D CONCRETE WALK v < 0OZ Z m -71 m A m D D m D D N r n r co om00� a m O D C- U) O = C y N C m m m {;- z p, G� m 0 0�u= m z oO-TTr 2 o Om -<DO). R? dN 170.9' (A - m;J O- O` _ _ 1 O D p in N � (� 7J Z O 0 OZ CD D C � z -u m o N N Z v Z O N � I M 1 1 r CD N CO 0) N cn 0 N to Ln A ImTI n= 0 Zm O � C m N O m Z N O N 0 _ Om mm m� N 00 mm D r S N N c A m { K � 0= fJ (n C_ Z (n C D �u z< om Z) D zJ) K K: O D fJ 0 Cm Z m O A m m m z m m m D z z m D m I ' I nI O I I z O = -< 0 OrmD- mD oa z TO D r- CONCRETE WALK D ' NI D 0) --jm ZD 0 � O r m -71 m A m D D m I �m o r Y om00� a m O D C- STONE I C M=� 0 mDnm1-'-Io1- STONE WALL F: Z� D A'-0 OI M G-) m 0 0�u= m z oO-TTr O o Om -<DO). N p z= m r O 170.9' (A - m;J O- O` _ _ 1 D (0mm�m n Cn m < A M=O nw) In zzOc- (� 7J Z O 0 OZ 0 m m r m C DO=ZmD C � Z m Ln PLANTER r D O A 0 � �r=m0z O 7J m I M 1 1 zl ('.100mO D n z =U)DO- m D 0 m D D o m 0 o 0 cn �I 0. (n000)< I (D O N D Z O SEVENTH STREET Z I (40' RIGHT -OF -WAV PAVED PUBLIC ROAD) m. �----�--- ----- -------- ---- -----� 10 Im z A LOT 6 D m Im I� 1 r Z M -u z m0 v)mi mmp: LOT 5 I j o ' V I 228.4' -2--- --� O W( WAII(� LOT TORY FFRAME c9NCREa wAU1 ESIDENCEI 659 A 156 0' 156.4 LOT 3 TWO STORY MASONRY AND FRAME RESIDENCE :0 LOT 3, BLOCK 15, ATLANTIC BEACH SUBO VISION "A" No. 647 Ln (PLAT BOOK 5. PAGE 69) 157.3' C I i I I z O = -< 0 OrmD- mD oa z TO D r- CONCRETE WALK O 0 u0 Z CDm(Am A z 0) --jm ZD 0 � O r m -71 m A m D D m I �m o D= Z O m 0 Y om00� a m O D C- STONE I C M=� 0 mDnm1-'-Io1- STONE WALL m 157.3' W°m TVIO j WNCRETE °RVE TWO STO+ LOT 2 °� I '1 FRAME RY NORTH 1/2 FRAME, GARAGE LOT 3 RESIDENt yro"E p No. 63 w490 9. Wu« 146.2' 2ND UKR KIM s s I woo° -CK7DE« wom slEl=s ifl III MNE IN 1 xmD sn:Ps 5mom WA z POOL 157.6' WCm NORTH 1/2 Rlo( WALL DE« LOT 4. 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' z Ii 4 b A PAD _Lit - mnCAETE z• D zz• W J `Io �uE D ,y a 2"d ar < a 146.8' °. i zea sr«r I to Iq 0 z zIF m C __ LOT 5 9 I = m xo W 7� gI'm € I I I n C F I I voWER S a G P°IE o m O m zt 1 1 2.9W JKK0 RN mRON PIAXTFA o - ,zs' 33.99' TO CCCL 166.9' S83.34108MW 254.681 "�/'°" zmzy N wx 2 583'34'06"W 204.65' IRON TO IRON G -6 a aovc �� ONi oclzmz zI I= LOT 4 TWO S ORY FRAME I I mN U'zo RESIDENCE I g I NN u N O� O 142.1' o. 555 I MW DECK 1 •� 0 z 1 I 167.7' o I II J ' Z I O I -I _I F--- IN T m it o rp N 0 0I �m LOT 3 Om 1 I D No mi� N ><I9 I ml �; � N m Iy DI 137.6' 1 0 0 TWO STORY STUgO o �O I m RESIDENCE o Fm'T n o LOT 2 No. 52511185.1 om I r N I L I h88 2' II I I LOT 1 � I I I I I I -----!-- ----------- -- -------- FIFTH STREET (40' RIGHT-OF-WAY PAVED PUBLIC ROAD) I � I I I I � I I I i I I I I I I I I I I � I I I I � I I I I I 1030 V'" u0DD0�)r O Z Z O m O D Z 0 0 C 0 N D��rn m� u z O = -< 0 OrmD- mD z TO D r- O 0 u0 Z CDm(Am A z 0) --jm ZD 0 � O r m -71 m A m D D m (mT1�0 D= Z O m 0 Y om00� a m O D C- T C M=� 0 mDnm1-'-Io1- V F: Z� D A'-0 0-10(A -0 D (7 Z -- D M G-) m 0 0�u= m z oO-TTr O o Om -<DO). p z= m r O T (A - m;J O- O` _ _ 1 D (0mm�m n Cn m < M=O nw) In zzOc- (� 7J Z O 0 OZ 0 m m r m C DO=ZmD Z m Ln Z 1-'-I C D CO r D O A 0 < �r=m0z O 7J m DO 0 r -{ m O M 1 1 O UIZ C-) 7� m O O m ('.100mO D =U)DO- m D 0 m D D o m 0 o 0 cn C (n000)< (D O N D Z O mmw-Umwm -D .lcmcnmp rtw-(n p Ln^manmu n�ONaz mm' mm(n' m=' cn O(no{' a�� -i oD x- om' omm' 0 00 00- m O m m z C z Z N n o 0 m_ D N r m K C n' Z I m m�� oo=mom=rmmmIm0Nma m-�M-> mzo=nm0m=m m m m m m D m m m z m 0 0 C D z p D m m m D vt N O O O m O m m D A�= O Z m C 0 Ntp a❑ N O n O Z{ mO OCD 3 Z N m{ Nm-{ Kx�(nnM m m z =m cn"m OmOmroNoo�mDm -azo m _> 0306m)zmoozo mznmo-tOozmmr.nzcz�m+B- n�=o mzD m� c r c z II z coz N(n 0 m m m= nc*mOK Zm>o >mmo>L O-Amm ;-jcozm.--, MY - m-0 omzmo r<Omm,->0 m mm -0 ZmD U O O N m m m o nZ V D00 nLUK:-Dn(c�°o zno omz m mx_=�.�> =xm�0>�jI coa O- �moN 0--10 m0 OZDo N O . m r cOoOCeDZ= ZDrDzmrDmOpD <mr�Zgo mLCnm Il om{n-ryrDn OZ M r mmz yip L1 Ur N" zNm mvm� OzoyoQDm n NAmm�llTNo�a1m a -i >Z mICA cc m- c o m m In m N A D O m O m w = m N N Z- N N m m m m r CO DzZ NDnFmiTv mmmr Dm omi-^n 0 -- 00 O O m Nnc (AmZ O D -io oxo 0fmz fmT1(n >xz D m 'gym N � � m �ODn 00 = N 'mm m 0 O mom <l O y D fZTI 10 O =ZrOOrm m m o= Z m m z 0 Z Z (A O n o , A O z Z m O O D z Z{ nm m�0 mm- o m0- s-.0 �mm 000mcm[n AO nO m-0 nen nm NMz Do N n ° { o C) DI'31m� fmTl TmICNmZ =mr O� D00 m o O s m O N �r��< m z o< �m zn� !- am <=mnz o �'o m,z �r mm{ { r O D - s N_ m Dr r n -i Z= J � N= N m m f 0 D O Z O Z. m { m Cf*T1N mOr mpD m❑ D C) J Omm C) 30 o m�z \ r c?.m I m <ND C) N N D