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1549 BEACH AVE - SURVEY WITH INT. average ANGLE POINT OPPOSITE R-46 �A a A m A P u F SO U R V E y THE SOUTH 10 FEET OF LOT 5, ALL OF LOTS 5, 6 AND 7, BLOCK 62, ATLANTIC BEACH, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 6, PAGE 1, OF THE CURRENT PUBLIC RECORDS OF DUVAL OUNTY, FLORIDA, TOGETHER WITH A STRIP OF LAND LYING EASTERLY OF THE EAST LINE OF SAID BLOCK 62 AND WESTERLY OF THE EROSION CONTROL LINE ESTABLISHED IN PLAT BOK 35 PAGES 59, 59A, AND 59B OF SAID PUBLIC RECORDS, BOUNDED ON THE NOR TH B Y THE EA S TERL Y PROL ONGA TION OF THE NOR THERL Y / LINE OF THE SOUTH 10 FEET OF SAD LOT B AND BOUNDED ON THE SOUTH BY THE / EAS TERL Y PROL ONGA TION OF THE SOU THERL Y LINE OF SAID LOT,5. J j fC c3, (si ,,v 6Fv_' • "5 1 �.t 4 10 20 4,0 SCALE. 1" - 20' Q ' - c� STREET gY PLAT 16th - cn - WOOD - A DECK z � FOUND CUT © - LOT 12 �' cuT _-- ----- ._ -- �-- ON z . ( 202.59'iRO ' �____ tv 0 C C) �v=21.0) • TAL FENCE r ® ®o' ER PLAT 11 EXCEPT THE � ------QF L0 11 ® NORTH.5 FEErn T . : NORTH 5 T HEADWALL , FOUND 1lZAP°� ��'t-tE X10 c C pRIVA��,.� NO c CONCR;TE4 ' 6.29 PIP , --- - . _:.. . 65.2' 3 .3 - � E E� `T CONCRETE DRIVE U� LO 10 / w 2 STORY STUCCO Y 2 D, ANYL SIDING ANRESIDENCE o� N � a C Edl DNR MONUMENT No- 5 ca r� 72--81--18 hlo. -- N > MEAN H BLOCK PAVERS F DATER LE 0.1 x 0.1 L ' _ -' APPROXIMA TE 2 Q c� -= 122.6 ;� 6.�t------'` L( 9 SEASONAL HIGH HiGH WATER LINE '` 1 r �.- \ D ____�_�__.._ C R NO - WATER LINE 9.7' x 4'a s- .... �'Ra a= Fn --- "" CCO •°�.� o CLOSURE LIMESTONE \ PI } x6.6 �' 1 i i j # i r I I r r \\ PLA 136.1 4 t # I -•-"".... 2 x WOOD 24.5 1 NE. 135.0' "�.- • a ,,A 10- (X 13.\ 1 x1q.18 t 1 Pool t x 1,0.4 a ' 1 r 1 1 a i l \ ; I I I i # r r ► I t r POWER P R" h` I 9 t 1 1 x 1 t t POLE �- N _ v --------'" EXCEPT THE x� .4 �x ; i --- FEET -x 1 4• 1'4-. 22.5` - _"'. ------ " --•---- � FENCE 8'-�- 1 r i t t °I ► t 1 ; t I i i # ' i t I i yy \�\ � cp STORY STUCCO - PLANTER SruCco FE C ' N 1 �_ BELOW °� sow>~R _ 6RON 4 woofl eoARo D 1 ,2�+R PIPE, ; uNDr cud r t I 1 BU EfHEAV 1 WI Tt4 GARAGE 204.31 CU ' c,�P (6.6' sT) ( a }"""'....... --- ' • i - r 1 1 i 1 a y ; t I r t 1 t \ PRIVACY 17. I 1 ! a 1 t t # I 1 r r� CONCRETE t r _- a r 1 1 I 1 1 a 1 r r t a i t r i 1 t i t 1 t t I I 1 \\ 0.0 183998.2 >w # ° i -- ' r 2, ,- i �.�-.- � i � r r i i � i � i � b � i � i s ��N I i ( � t � i � i i i i 4 � x 0•4 yx G rrs 5 AIC -- , 1 r r a 1 1 r S y t Q! i I I r I I i �1 .7 y NOR - 53®>895.5 IRON AIC / I 1 t t t 1 i t t # x1 1 r _. � �i .1 /�, f 1 1 t 1 I I i # I I 4 t 5 t o FOUND 1/.�a 7t r r 'i,l 1 r r 1 1 y ���Tsn Z P t w 1. 1 t 1 1 1 g 1 t y i(�i 1 t i i i f t1 ! t 1 4 x 1 4 1 y PIPE, NO RICK WAL1- --g a a ! d 1 a 1 1 k'� 8 (�5 ." ._ GA K ` 12.3 x a a r T OF �-®T .---- Co1VCRETE wAI- i �{ 1 1 i i i i 1 i a ' "y ! r 1 ; 1 r 1 1 r i i rRtvE �!'lE SOOTS 1O SEE _.----- 135,8 r W { a 1 r i t a r 1 a t 8; y t i 1 I x 7- SOUTH - as aRICK t � WOfltJ .-- �_, 21.9 d , P ; 1 1 1 a t r r t i 1 1 y i i 1 I 111.1 i i 1 I # r 1 1 S TE y ® 4�EC6C t a t a t 1 i 1 a t 4 1 8 x 13 6 r r a r 1 3- `� r a 16.8 y FLAG POLE � W t ! ' t Z r j 1 CONCRETE ,IFPS i t ! 1 1 1 1 5 1 X 1 9 1 1 d i 4 1 1 1 i t i lydl t 1 r BENCHMARK 1 1 i 1 r 1 a x 1 1 t I t 11 1 34 r 1 i 1 r i# I i i 1 1 1q i 1 r t t r a 1 1 I C t AC PAD L(QT 7 „ y t..l r 1 t r 1 1r 0 I t i t ' ' 1t t I ; 1 1 1k- I t t o a la MAG NAL AND DIS .6 WOOD ,�, t r y 9 t i i t I 1 1 1 I i r g 1.� i i t I r 1 1 u� _..- 1 p LB 3672 ELEVA TION ! 1 23.5 t LANDING y 4 6 r t a t a � r t I ! i r 1 I I i 4 i 1 L,s a 1 I t 4 a 1 y t 1 a°,>. 3 -- x 1 1 4 t # 1 1 1 I 1 1� 12.16 NA VD 88 ® I r t e 10.1 y t r r 1 t I ! t t 1 a t t , y q I o g 2 STORY .__ 7.5 1 Ky, 1 0 r 4 °° MOD AME l ® x 15.5 NOTES: Via . . t �, FRAME sits ORY FR o /S A TOPOGRAPHIC AND BOUNDARY SURVEY. i00 ' F GE `� '� COVERED v 2 ST N®. 1549 1• THIS $ _= o r 1 y GABA ENCS �. \ r }, t i i i i i r 1 I I t ► I I i 1 i r i i e i `�y 2. BEARINGS BASED ON A CALCULATE LINE BETWEEN a wood RBS RESOURCES MONUMENT . . t - _ CCONCR•-,_ WALK F� \ f ' OF NATURAL v �- v q: �\ ��` �� f i i i i i ► r 1 11 I 1 1 r t # i 1 i i ' t DEPARTMENT ® a `. 1 1 1 t 1 4 r i i t r 1 t t ! t 1 a ` a g r i 1 t 1 yy xa.5 NUMBERS 72-81-A 18 AND 72-8)-A 19 PER THE COASTAL -t 4 - 1 23.5' f 1 r 1 1 a t ac1.� - , � V 1 � I n ) t 1 1 a 1 r t r t t i l 1 1 t ; 1 t r # t i 1 CCCL FOR DUVAL COUNTY, I ( i , 16:6 101 ?5.8 i_. --f",'�•-\ I I I 1 a ! t a a a r I I I I X�'5 CONSTRUCTION CONTROL LINE ( ,� D i )?� 10 CorlcREZE wA '` 6� t . . . . . . .- \ i ` / O t FLORIDA BASED ON GPS OBSERVA TIONS 1 1 1 I u' yy J. THE CURRENT COASTAL CONSTRUCTION CONTROL LINE IS X2:20 z { 1 x r: ui ROUGH 72H, x�4 g< ,� _ �--- 160.2 aro AD " rrir ) RECORDED IN MAP BOOK C, PAGES 72.TH v f i�.' b' 12,1= e-- - SPN+ c 1 1 m I I 1 ; r j r 1 4 1 , r! DUVAL COUNTY, RECORDED JULY 21, 1992. - "D 1215 ® - `� o V COVERED FOOD ia 'I I j ; 1 j r 1 ► r j r 11-3"° 1 ° W DETERMINED USING x -- --- -_"" >> � .« - ooD' °° 17.7' 4. MEAN HIGH WATER LINE (MH I l --'``"'.3 s. ..- �, ,_- -- , � 1 ' j { �;� I 1 1 72-0291 i t t t 154 2.6 a a ; I I 1 x L3.4 'x EXTENDED DATUM FOR TIDE STA 17®N 8 ) 0.5 TIDE © i .,.�. - 1 H MH = 2.10 NA VD 1988), r.to t 154.4 (JACKSONVILLE BEAC , i! RANGE = 5,07 . 4,37" _ \ a a ) I f ,4- _________,1 \�, M c WA LINE AS DEFINED BY FLORIDA tl� I -- _ 160.7 5. SEASONAL HIGH W � �..- . . . . . . . . . i I I 1 161.0537- (6)(o)2.- Seasonal high-wa ter - e t_ 1 STATUTES CHAPTER n ► i I .-`�-- =- LOT 5 o c, of the the intersection ; ! 1 y the An formed by ;, ) ^°\ �, Arne means . . . ::. . . . ! ! ; . .. . :: .;..r� ____----• ��o � � • of the local © i I and the elevation of 150 percent ' s, �` " i rising shore n y. . . . . . . . . . I ��. ;; � Q.r� • above local mean high water tidal range ab 9 ; t t t lam?- x '� (FIELD) o mean 9 t 04.25 t � �_ 3 2 z n A VD 1988 woo t r x. a 1 W © r 2.10 + 1.5X5.07) 9.7 (N ) l R t 8 n5 a _ z SED ON STATE PLANE COORDINATE i�oW t t x Pump �-- = 6. COORDINATES BA r ®>r�# i - 1' . . . t � i D FENc 1 s.2 •�,._[� � �,____, . . ass•- x•� DED COASTAL ._. 131.8 NAD27 PER THE RECORDED ; ° wooD eo ' SYSTEM EAST ZONE, . . . . . . -2 'o_ -� � ,..,. l AD � 41 • IRO _ ..:_- - - ..._.- - ____- � �E � � c3 ._-- � E AND CONVERTED TO N �_ i 2. SRA CONSTRUCTION CONTROL LIN o / '� 12-® �,r�(1). & CAP _-- �� ch ol:PscoN 6.0.1. - - PIPE TNR ARUM USING C -" -+ °-- 1983 Dr-a Q C�-- ®�'�. o °" x 2 E � WESTERN �- sr2 k N -o �, t G NAIL AND DISK IN rn_ S 7 BEH MARK USED IS MA Crt o ,. : Z LO 9 OF 1549 BEACH cTt �► -rt 146. 525 ...�- v a EDGE OF PAVEMENT L8 3672 1N FRONT _z C� ® r rtWo. m Cit xi [m -c 'a -- LEVA TI UN = 8 86 (NA VD 1988). +�;, c!) --- -a A VENUE, E �, <4n p ® c� LAT � o I�"' s g v � LINE AS RECORDED IN P rn Q CONTROL I EROSION x_ 8. THE �.I c = m r c� 1-t THE CURRENT PUBLIC � 59A & 59B OF cs--r 47 2 5 PAGES 59, � ®o 1 Oil 4 BOOK 3 , G3 Z ® � ,.� TERL Y m FLORIDA THE EAS z . COUNTY, 7 OF DUVAL - . n ® ' RECORDS � R v x PROPERTY LINE FOR PRIVATE LANDS /N SAID COUNTY cam, ._.® �3,..� 23.7* MOST PR - AL COUNTY c,,.t It tl `.�'© c' R OF RECORD PER THE DUVAL rn n' 9. THE OWNS ts)CELLAR WILLIAM J. ; `'"` OF IS C - PROPERTY APPRAISERS O tv .� _... 41.1 4 50 AND ----- 10. GPS RUN USING SPECTRA PRECISION qy EPOCH tit TRIMBLE MRS SOF TWARE. o° T LINE SHOWN AS PER OFFICIAL 11. THE GENERAL PERMIT � a�• �- 132.8' _"._._- T 3 - _,•. ......----"-'" RECORDS BOOK 12975, PAGE 1781 OF THE CURRENT _--� LO PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. t� --- THIS SURVEY WAS MADE FOR THE BENEFIT OF LOT 2 --`�"`- r WILLIAM CELLAR AND JOANNE CELLAR. THE PROPERTY SHOWN HEREON APPEARS TO LIE iN e s FLOOD SONES "}(„ (AREA OUTSIDE OF THE 0.27' ANNUAL s CHANCE FLOODPLAIN) AND "AO" (DEPTH 2') AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE SED JUNE 3 2 ®13 FOR DNR MONUMENT MAP No. 12031 C0409H, REV I 72-81-A 1s DUVAL COUNTY, FLORIDA. . r� s W. SQATVVRiGHT, F�..�.-�:� ` 1 2 FLORIDA LIC. SURVEYOR act MAPPER No. L 3295 "NOT VALID WITHOUT THE SIGNATURE AND THE /! 6 FLORIDA LIG• SURVEYING �c NEAP-F�1�1C� BUSINESS No. LB 3672 ORIGINAL RAISED SEAL OF A FLORIDA LICENSED ANGLE POINT &� SURVEYOR AND MAPPER. OPPOSITE R-4� �� POOL LOCA TION AND TIES TO C.C.C.L. ADDED APRIL 26 2016 • JACKSONVILLE BEACH FL -E'�a �n C. .......1 C R EATS C� Y E DATE MARCH 23, 2016 SHEET 1 OF 1 04)241-8550 CHECKED Y. jrFILE. 201 6-0187 ORA BY: JAH 6j