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2127 Beach Ave (2)
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BULKHEAD I z o BENCH MARK M 0 j NAIL IN 10 PAL (�2.7) I 1 Q D I ELEV. 25.29N,', ►, g t 0 1 SABAL PA M 1 W 2 LJ 24.4 N.T.S. _ oI - --------Oji------------ m I N 890459109' E 73 f �- i 1 N Z I f N o i PARTIAL SITE PLAN N� a I SCALE: NOT TO SCALE Z i o 1 NOTES w 1 -P OFFICIAL RECORDS VOLUME 5555 PAGE 2173 ' 1. CONTRACTOR TO PROTECT POOL STRUCTURE, AS REQUIRED 0o 1 FOR DURATION OF CONTRUCTION. 1 2. SEE SHEET S-2 FOR GENERAL NOTES AND DESIGN CRITERIA. cnO I 1 �bNgl J..QfHAWV W `S IJC 0 zz o.. I Z Q Iw U Lu I Reg.No.5457 cn u- 0 O 1 ` top PROJECT NO. 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[ ., ^%.L � of., swYY�l A>Ilelt-/ t.• tie ,�a O i .S-bo 68 N '7�1 Q OR o 1 r , } C? c_3 cry U. - .a r'q _ Q.mO : '� i ��• S jCJ� ��E i MAP TO SHOW TOPOGRFPH I C SURVEY OF ^J A PORTION OF LANDS DESCRIBED IN OFFICIAL RECORDS i DS VOLUME 4928 PAGE 754 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, j FLORIDA AND BEING PRRT OF GOVERNMENT LOT 1 , FRACTIONAL SECTION 9, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA. - I FOR: R. E. HRYWARD ■ i � t a 0 l ,ti i •O j 314 o� --- -- p�l 0 _x , t 2 _ . 5.43 ) i ►Ili ' ' � `fi `�� ' �• `q �� ZZv' C,10 r tt� �� �Z � � 21• roR ` q 1f ! Y 32d• 33.5'` � �' FN�ME N E STORY OLOCK o - i `g7 s P oux I) x o 39 Q g• Y V S . s i r GaaaGE ., •s.'z 06j r w .,1 � a S f a 1 , C-STottE ! GRAVEL i j m W PAR141MG o U G 19.8' •+ •••O•S .7' " - }� %L 1-7 i a .� 5.�' oma_ 8 13 a :, C Ln A PA CL G l L LG 3 V.Dopz . v' � .5.c L to 3 ..,, K9.44 .44. ';,� .,:,. 91.8 • .. � < ,• ,�: 4X { - (17.4 i . . . •• -• . ' -' �3- (25.5 ) j .. - - �', � F_ =T ..' "--•--a-1, _#�C.. � -1 � � 'tis• ••- �C.r.�_�9G�•- - :- • f ..wry �,.:` �,. fes,,• • 54.d ,' , _ 'r- %'_K L, 0 V i 41 3t II B. M Top Ger •i2^!.P LI 40 gyp.. L�3 ELEV. 14 17 c 5-, 16- O - CC XlSvA16 /t/ou5E' GARAGE 1 Q �•a; i D,ei�c � t Slog wa�.�s p�� JAN 10 1992 fleo"ul OJhO '?. A,cE _� 0 0 nN � ' I 1 ', - 1. 1 1 ` •r— _. _ , ; -- :�R• M (�'L�b' ' / /D.:LQrJF �$ !h d. CCON G��r.� V :•3:–Y L.!'.4 e'Y sRR�t 4 a u•s • r i t It .. - 4 r T I c!. l ,I Ars140 € I •3 D.0 r!n4 rJ ( I y r ' 1 t�ht✓` 1 y? LJIj�l RF i.J�eQu,�G r Q9GK� � f t �, I ► �, R; 4,QOK KG �l m 9!!,/ Of g..int OCTA N ( pEEit t ' I CaNwctrE F(OorQ RE! IFoRe!a/� { r ! G�f J At. Tnt tG�C t TYA j PDP j Vat1Tr ePtS 0 C.a I,J H Er( g N ,_ Fr CONCRETE D��� �xGEE05 �,•ma114 P1�tc�© . 3000 Psi 8 x )CT Hm grsE s�,�e• A _,_ . _ -. __ ._ _. .: r x .. ,. ?'o Lta.'nco '&Y�•.a�✓ �trc n'`P s a- r O SfCf„�X 1 • 0 ISI ��RET� 1�Ee,C i B� 3� Ttf1cK. - . - _ - ._ s*csc. - J_. . < ,:. Pi l 6• : . . 3 'j Poe— � ,, rQErdl _ . cJ 4"r r r e t. ✓oar ��e[ 7"4 T?� I _ •rb I - • - �IG off ` ,.lGAsE� �"°' tC,+w w.6et 0Akr� ' - f i�Eo T�.Po Qr Pit LC m Q i AIG G e,4 rn . j (,L dOErQ s,t R•TL`/Q 1- t C q7 1000i- A T_ j . 0 i I 00C. L . �G o .3g J " " , J/ �..F� w w cn J w w of>_1 GENERAL NOTES&DESIGN CRITERIA: REMOVE EXISTING WOOD InCODES: In DECK AS REQUIRED FLORIDA BUILDING CODE - (2004 EDITION, w/ 2005 AMENDMENTS), ATTIC, NDS X ASCE 7-02, AISI, ANSI w (LATEST EDITION). ---_'-----------------------/ DESIGN LIMITATIONS: Q I THIS DESIGN AND THESE DRAWINGS ARE LIMITED TO ONLY zi THE STRUCTURAL ASPECTS OF THE APPLICABLE CODES. o J ; z I REFER TO OTHER DISCIPLINES FOR NON-STRUCTURAL ISSUES. J _ _ ________ % ___J TOP OF PILE BUTT ELEVATION LOADS: I Mill, ? tlk WIND LOAD: jN N z BASIC. WIND .SPEED (V) 120 MPH N Q �� _ IMPORTANCE FACTOR . .1.0 Q z �� o EXPOSURE.EACTO.R. . C Z 0 1 PROVIDE 2"0 X1/2" MIN THICK '7i w = - WEDGE WASHER W/ HEX NUT BUILDING -CATEGORY II O 461 N --' INTERNAL PRESSURE COEFFICIENT N/A �.. 3, , ` HOT DIP GALVANIZED PRESSURES .ON COMPONENTS & CLADDING N/A mu !, o COUPLING OR TURNBUCKLE �_ '� NEW P.T.8x8 CONTINUOUS WALERo, AS REQUIRED SEE A/S-2 FOR ATTACHMENT SOILS&DEEP FOUNDATIONS: Q W!9a SITE PREPARATION & REQUIRED TESTING AS RECOMMENDED Z � •' c� \ 1 S NEW P.T.8x8 SOLID O9' BY ELLIS & ASSOCIATES (E&A PROJECT No. 06JX-1207) Nal± \ \ 1 N SPACER AT TIE RODREPORT DATED AUGUST 16, 2006. W EXISTING TIMBER a 1 \ .-1 '�'" r --'' IT IS THE CONTRACTOR'S FULL RESPONSIBILITY TO INSURE THAT ► �...--t r � " BACKFILL IS WELL DRAINED SANDY MATERIAL, FREE FROM ORGANIC Z PILES 0 6'-0" O.C. (BEYOND) MATERIAL, AND HAVING THE PROPERTIES: d N3/4" HOT DIPPED L— — = 30.0' w \� GALV. TIE RODS y = 120 PCF W M l THE GENERAL CONTRACTOR IS RESPONSIBLE TO EMPLOY AN INDEPENDENT 1 M 0 PVC SCREENED WEEP HOLES ® 6'-0" c/c QUALIFIED TESTING LABORATORY TO INSPECT EARTHWORK OPERATION. ° ( '< , IN BETWEEN EXISTING PILES. !I °- CONTRACTOR MUST PROVIDE MANUFACTURER'S SHOP DRAWINGS FOR THE M9y NEW HELICAL ANCHOR w/ V) MIN. 8 KIPS TENSILE CAPACITY i " " HELICAL ANCHORS, SIGNED & SEALED BY AN ENGINEER, HOLDING CURREN LOCATE ANCHORS AT MID POINT T nm: NEW 16 x16 MINIMUM REINFORCE EXISTING WALERS FROM PILE TO CURRENT REGISTRATION IN THE STATE OF FLORIDA, TO INSURE THEIR V BETWEEN EXISTING PILES CONTINUOUS GRADED PILE w/ NEW P.T.2x TO MATCH EXIST. WALER ALLOWABLE LOAD CARRYING CAPACITIES. z GRAVEL OR ROCK TRENCH FASTEN TO EXIST. WALER w/ 3/q"� DEP CERTIFICATION: o ENCASED IN FILTER FABRIC I LAG BOLTS @ 24" o.c. w/ 4" EMBED. � '- ALOIJG ENTIRE LENGTH OF 1. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH ' • THE STANDARDS ESTABLISHED IN SECTION 16B-33.007, w REINFORCED BULKHEAD w I WALERS TYPICAL FLORIDA ADMINISTRATIVE CODE. Z I 2. THE MAIN WIND-FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN cn ACCORDANCE WITH SECTION 6, AMERICAN NATIONAL STANDARDS/ EXISTING GRADE ELEVATION VARIES AMERICAN SOCIETY OF CIVIL ENGINEERING 7-02 ►_- "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC N EXISTING WIND SPEED OF 120 MILES PER HOUR. o CONC. SEAWALL 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE NOTES: INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE z WITH SECTION 6, AMERICAN NATIONAL STANDARDS/AMERICAN SOCIETY O 1. CONTRACTOR TO ENSURE THAT HELICAL. ANCHORS ARE INSTALLED En » AT AN ANGLE SUCH THAT THE ANCHORS WILL CLEAR THE EXISTING OF CIVIL ENGINEERING 7-02 MINIMUM DESIGN LOADS :2I FOR BUILDINGS AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS w POOL STRUCTURE & DEVELOP THE SPECIFIED LOAD =) ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 120 MILES PER HOUR. a- z z WOOD&FASTENERS ii =I i I— LUMBER: WOOD CONSTRUCTION IN ACCORDANCE WITH CHAPTER 23 OF THE LORIDA BUILDING CODE. w I { �, FASTENERS: PER TABLE 2306.1 FBC U.O.N. INSTALL PER MANUFACTURERS INSTRUCTIONS. w MAN[UFACT R OF GUN NAILS MUST_MEET_COMMON NAIL SPECIFICATIONS a -I I FOR" FRAM11VG ;APPLICATIONS. W - �' I_ MACHINE BOLTS ASTM A36 HOT DIPPED GALVANIZED ., r� a PRESERVATIVE TRQATMENT: ACCORDING TO AWPA STANDARDS ''C-2" & "C-14". PRESERVATIVES USED SHALL BE IN ACCORDANCE WITH FEDERAL II=I SPECIFICATION "T*-7571J" AND "TTW-536" AND AWPA STANDARD P-5 UJ Lu i _I ( I- WITH WATER. REPELLENT ADDITIVE. ALSO, AS A PREVENTATIVE MAINTENANCE z 3 - MEASURE, APPLY A BRUSH ON SEALER ON A PERIODICAL BASIS. PRESERVATIVE w z -I TREATMENT AS FOLLOWS: ALL LUMBER: CCA 0.40 PCF KDAT, AWPA C2. Q 'Q D I TIE RODS ASTM A-36 (HOT DIPPED GALVANIZED) = V a Q a MISCELLANEOUS NOTES J m w ao A. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING THAT IS REQUIRED DURING CONSTRUCTION TO KEEP THE STRUCTURE SAFE & TYPICAL WALL SECTION 1 _ ~ wPLUMB UNTILTHE ENTIRE STRUCTURE IS ERECTED. BRACING SHOWN ON DRAWINGS m } SCALE: 3/4" = 1'-0" S-2CN IS FOR THE COMPLETED STRUCTURE ONLY. N z B. ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL a - ELECTRICAL, AND PLUMBING EQUIPMENT SHALL BE VERIFIED O WITH EQUIPMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK. O C. COMPATIBILITY WITH OTHER METALS: COPPER MATERIALS SHALL NOT BE USED IN DIRECT CONTACT WITH METALIC COATED STEEL MEMBERS OR COMPONENTS. D. VERIFY ALL DIMENSIONS WITH EXISTING CONSTRUCTION. E. CONTRACTOR TO SUBMIT METAL ROOFING & FASTENERS FOR ENGINEER'S a APPROVAL. zF. ALL LUMBER SHALL BE IDENTIFIED BY THE GRADEMARK OF AN APPROVED LUMBER �' 6'-0"f GRADING OR INSPECTION BUREAU OR AGENCY. w G. ALL TREATED WOOD SHALL BEAR AN APPROVED AWPB QUALITY MARK OR THAT z` EQUAL EQUAL OF AN APPROVED INDEPENDENT INSPECTION AGENCY. In RENOVATION NOTES: w PROVIDE SHIP LAP FOR A. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS & CONDITIONS ..r NEW 3/4"0 THRU BOLT w/ NEW 3/4"0 TIE ROD / 4" 4" SPLICES AT PILES AS REQUIRED OF EXISTING STRUCTURE & SITE THAT ARE AFFECTED BY NEW WORK. D NUT & WASHERS 0 EA. PILE NEW P.T.8x8 CONT. WALER NUT & WASHER ATT HED B. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS & REPORT F- LET II4TO PILES AS REQUIRED TO NEW HELICAL AN OR ANY STRUCTURE & SITE DEVIATIONS & DISCREPANCIES IMMEDIATELY \ �� 14 (MAXIMUM 1") TO THE ENGINEER. o QUALITY ASSURANCE: DANIEL: .CH L w II II A. ANCHOR INSTALLATION MUST BE MONITORED BY AN INDEPENDANT TESTING LABORATORY sTR E oa_ it TO INSURE THAT ANCHOR ALLOWABLE LOAD CAPACITY IS ACHIEVED. _ _ - o II - > mill, Reg.No.54 w 11 V Lill- 0 - z 11 PROJECT NO. z NEW P.T.8x8 S ID EXISTING CONT. it 6SO96 m EXISTING TIMBER P,T. TOP WALER _ BLOCK ® ANC R w PILE TYPICAL (ABOVE) ISSUE DATE: N z REVISIONS w NEW WALER ATTACHMENT DETAIL A . 3 " — S_ FILE COPY DRAWN BY: z SCALE. /4 - 1 0 MSK a CHECKED BY: a DJC f 1 \ \ r 1 n J.� ri cc-)" > ®rt { . . NC5 c tv c — ,- N x . ,-i ✓` Cl r r cf) Li J C5 Y <,_ to CD �1 o Zo _ ^ wm _ C r; �� Cl I - I moi: i { i 1 } jj II ,a i 1 r � , • 1 y r - R2 ! l , Ir �... 1 . y. ; I 1 s ! �—•. ` a " ti. � 1 � t �\ z _D CD ; I -- v i ! ------------------------- \K f i C4 k , � C x x 1 � w c, `^ to y e9b- ^ CIO p?� r �n 7 mn0 ` (7t I i a s N . i E D —' I / J�g TIC BEACH .. 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LEGEND: I . -I I .�_l I I z A. I 04 =A,18 I I � �� : I rn � - t, I I � � I I I I 0. Se 0:ly, I .�.,:� 1�1� �., I I I 1-1 � i 1 8 1 1 smomft , � I I.P. IRON PIPE I I . I I I ! I � I - , -" FD. FOUNO . I I u I c 6 , "... �l �l I I I I , L I I , I-- .jw "I 11" I " � I I- 1 4-1." � I , - lBrfew 4 lll� ,, I 0 t '�. 1 it, I ,_,w- - - I _i,- I CONC CONCRETE . � 1. - I I �-- , . . L � , -X-X- FENCE . � . I'll [� I � � , M-LI I I I I . I "I', �_ �11 - I � I I 11 � � � .11 D.N.R. DEPARTMENTOF NATURAL RESOURCES I � I t . I I � � I � I POINT OF REFERENCE , � I �i"',,�"� " - I L I'll, - . , I- k � �, �� - "''.,.�,?.'�, � I , , , I , . � I ,,' ",,"" . - I� I � , , Ill'- I � I � � I NORM I& ': . I I I ". " I . ,���." I I I '0'1� � � 1 4"" S' ' ', �", 11 -1 '_ � I I I . � �l . I I I I I " - I I - . I ; I . 1� I LLLL � _ I I � I � , Ll� I �� I I r � . I -, (a I ", �I ��, _l: : I I I I ''I I I . - � I- � , I � I I . I i- I I I I I % '� �', -�.,�,� I 1. I I I I . I I : ',�� LN88-160000 W I � . ~ I ,, . . "I I b LOT 80A I C.JkU I ..'' , . I � . I , I I I� , -----a 1 __4 lo,F, 1, � . . I ui NORTH ATLANTIC BEACH UNIT 3. R-C-B-S CORPORATION i I �,z� . � I I I , I 0 1 1 I I I W) 1, I - . 6t c1*1 , �; . i . ! I �1, - 17.00' DX.R. MONUMENT ,0� �ko � PLAT BOOK 15 PAGE 93 1 � : V_ I , , . 1� I I _IN�. . � I " I -�I. I � -I?I? Nv� ltovzl . - . � I 4 � - , _,� , I., , I , R-42 IS, 0 W �,10 - I � � I- ; I 11 � � 1, I'll I I � _11- I : F,�t, I 11 �A I . I I,�w I 11 �\lolll 07 � � 1 I i "' 4s 1 . ., ,�� � t I 1-,l '_,�,,�- ,I �\_V`l 9 4\2P ;)-e- ""'. I 11 I I 0 . . , �"', , I N, %J ��, , I � I I . .11 . A .� A, � -, � r? I � I I. . . I - ,, � ,I , I I I �, � FD. 1/2* I.P. . j., t I 0, Y4 vpo ll!� I . � ''I-� PLS 1674 � . .. . i � � �� ��, � , I. I I f rA I I I--- I I I 1, � I I I I 11 , ,i't,I,�"�,-, , � , I . /11 ej � , . � - � � '' , 'j 4 f," t I 1,� �,,� �, I I �el 6# � 11 �" . v - Z/�c(!f- I : I , . t�", I T,I I I (A , 0/1 - I -I . 1:, . I ��-_-_ � 11 ,_,�il � , 0,('0 ,tj) I I � I � � I i. I� ', . A I I I 11 I �� �_ - _ I ,,e f I 1, I 20th ! I I . . I , , 'e f, ( - I :1 I . . I . I �,�� . I I " I � I � I STREET . I I ow \ .. �, .; ... ' ' I'll, � 11 I - 11, � �� � I , . � -,� I lold I �; I � 0 1 1 1 1 1 � � f< I & 1, �,,�,,-,,.'---, . I , 1, �, I I 7 r 11 "q 6 ��, I 11 I -1 .4 IF A r7_�5 I P-t, t* � I I ,� I I I 00 I i I.-2- ,<,�?,!� ,� ,'�7' ��' ", ];!2v , , I , L I I I 0 1 11 ,, �4�I, t 6 I., I �,�`*, � . I I � I . I 00 4 � �z"!,ill�_,/ � I PWJ 9 ( P ez, ej 0 -e d#Af& (!%�*' : . 1" � � � I ' V�, �1,". 1;. � Ofo ;or"" .,ICE -144lFe,Ae,-.o �9A,e o,L_ 2,,�,-nv7_ - ro Afri*,V #*jy I '' I I I I NOTM* I i I __ I I I . vo'-� %#, - . , a , "�,," � z - . . . "I I - � I I I � I � , ow� ,:-"//,- C,V.// , �;v -REVI.leo MA#tcM /Z, It$& ,- " � - I � I ,,�,�:___-,� � I I Z: ". I <� fxAA t7 11 I . I ScAfplr#*Al w � "I . I I - . �.;� � 1111 �,I I ,. . ,, �, � � � .1 1. BEARINGS SHOWN HEREON ARE BASED ON COASTAL CONSTRUCTION SETBACK LINE , , . I 1� � , . 1, � "I "I'll C?V, I I I . I I � �I I I � � I I � '' I �L - I I I -"'. ; `�,.-� � I I . I -1, �l � I � I i A$ ESTABLISHED BY DEPARTMENT OF NATURAL RESOURCES MONUMENT R-41 AND , "31. 3 �, I I � I I � � I . . I � - . I 'j.",;��,`, . I I � . I I I r � r I I- I I - I I I . _ � � I _1k , I � I R-4Z AS SHOWN ON PLAT RECORDED.IN PLAT BOOK 8 PAAGES 24. 24A.-,248. 24C�14 �I- " �� : � I I I � -� I. 11,,� �_l , 1, � ' I I I � -, I I I CERTIFY THAT THIS SURVEY WAS MADE UNDER MY SUPER I I I I , I � , I . .1 - I I � -111,11 ��_" , . I I I I � - P� '� I � I I , 1 2. ENSION CONTROL LINE RECORDED IN PLAT BOOK 35 PAGES 59. 59A,AND 598 WAS-- I I, L � � I I ON , AND MEETS THE � � . � I ! ., I I � I , I I r � I I I I . ILI . I I I � ' 'I �-11 e", .- I 1, I. - I - I �- 11 , � � - , � MINIMUM TECHNICAL STANDARDS SET FOURTH BY THE FLORIDA 8 D OF PROFESSIONAL . . � -I ,.- 11 I 1_: ' I I I �,_,, FLOOD CERTIFICATION: , I 0 Wlr, . L COMPUTING ITS LOCATION IN RELATION TO TK COASTAL CONTROL SETBACK LINE , � .1 I " , I . I I 11 I �, I I I �, : I � I I ,L I _. ,�o 0 1 1 I T! �..��I- �e— � � I ll� LAND SURVEYORS IN 7RR ATI I I � . I CHAPTER 2114H-6. FLORIDA ADMINIS AT] CODE. PURSUANT TO - � I I . . 11 I I I - L � I 1., ,� I I il -1 SEC71ON 472.027. FLORIDA STATUTES. "I' � I I - 11- I CERTIFY THAT THE PROPERTY SHOWN HEREON LIES WITHIN ZONE. - AS ON - ,1. 'COASTAL. CONSTRUC ON SETBACK,INE LINE WAS ESTABLISHED BY HOLDiNG To MOM �, � �'AND I �, � I . I FRANK JONES & ASSoclktks_�, I" I I " � I AND R-4Z AS SHOWN ON PLAT RECORDIDED IN PLAT BOOK 8 PACES 24 124A. 2 I `�_ �! I t4F_ , I I I i �1 _� � - 11 ., _ ,!,�� FLOOD INSURANCE RJkTE MAP DATED APRIL 17. 1989 FOR COMMU�,�,010. 1:200 I I - 1. I . LAND SURVEYORS AND LAND "" �'% �� ' `�,(-, , I � 4_1HE I,*GH WATER LINE SHOWN IiMtEW IS APPROMMATE ONLY AND DOES'NoT I 11 ,.I I I I I I _ � " � , ,� �I I I , , ., I I I � - I : I I I � I I � I �`, ;' - �;,�,,,,, - PANEL I . DUVAL COUNTY. FLORIDA. I'll I - � . , ' . I I I � - I I � I/ - � : _� � Ll � �. . I I I � , I - I ,` , , .1 I � I �- �, , . . I I ': UNE AND WAS NOT LOCATEDAN ACCORDANCE WITH DEPARTMENT OF NATURAL 1.� ,11 - _t - "I am SAN'JOSE BOUUVAft � I , -, � I L. I I I I I I �l � , � � . 10 - 11 - I I I I �'l ''I - .1 1� I . � I - -pt,j �� - 1, 4,- ,� I j I ,� ; I � I . � �I � , - I - I I I I � � � -3 FLORIDA STATUTE$. I I �,_ I I . . � � I I I �� I . � I I - , .1 I ��:.� � I SPECIFIED IN CHAPTER 16 ., . - - . - � I Z� _lr��___!� � ,% .--, , � -, -� ,_ I I I I � - I . . I I �_W� I : " - JACKSONWLLE. FLORIDA 3207. , , -, � A11 I .1 � . . � -1,1, � � I - L I- I 1�� -1 �� X'_- � , ,;, I . I . - , ,r-e �i I I " I - . � I - , . I - I 1. 11 . & 1140�OWEROROUND Ul=S. F"DATtONS OR IMPROVEMENTS LOCATED. . "I AN ��,, , � .v�,',�,� I lllll� ,-lk,-1 I � 'o. I I I . I I I I "'F"', , I I I � . - _ .;� I � � � � 1. � I I I I . _%, __, : I , - I I I - I FRANK W. J%ES. . , 11 � I I , . � �l I I�% % , I �, . I I � I I . � I -'� , - - I 11 �� , I � L," . . 11 1. � , I . , , . I - . : � - I I I " I I . , � 11 � ,�- I I ; . � , I I , , - l I � �I ir* , - . . I ". I , I 11 �%O :, ,� -, I �, ,"" . � I I - . ,I � . . I I I � ,� - � I I fl-ORIDA I;tEGISTERED LAND .SURVEYOR NO. 072 DATE* JAWARY 16, 1992 SCALE. I -mi. & :' , , � , � I � . I � I I � I � I , . � � I I , � � - ��> �� , �i_ �:l 1, � I I I I lll� I I .L - . _% . I, � 1, I I � I I z I ; � 1:1 __� , 14". 1 1, I " � I 1; � I , " " � l I . I , :: � , I I 1 � , � . , - I . . , '� '. , 1, 11 L I . I , . I I I .� I I I , ,I I I I ,�I . I -_ ' � I � 4 1 . I �, � I'll I . - I - 1 I . - � . I " , I � ,� : ,,,�� � , � . � , � I I ___ . � 1, ,_ , . � " - I I I _ 11 , I , � � I . 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