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834 Cavalla Road SURVEY (no date)ttL 1J JUnly ril,G. PIILL GKN Y.A. CAVALLA ROAD 60' R/W EDGE OF PAVEMENT t S 853215' E 16.41' (11) ..f-4' CONCRETE S 85'37'27" E WALK 1/2' 16.40' (R) NAIL 427.35' (Raft)REBAR LB 6702 I.. LB 5488 48.19' (M) SEARING LME v33 25.31' (R) 22.94' (R)0Nn2.0' NAIL & V DISK U N N LB 5488 I~ m N O 6 IPhr-11.),m r7 . N U) r rWmmm La 1 m COW H f 0 ( J J 13 25' 8RL i I 16.4' 16.5' N CC v r F.-. gOm N O m p 3 N A Y N M W W W O W 3 M o Y O w IxZmn arta ZM CD O m p 0CCIWW La >_La I I O J 0 0 _ a 3 3 m tCl O SR 2Z WZZ W In 13 M o mo n Oa nifi M N N N M .ms. 0 J W o N N M v -I in0NoI x z N r- N 10") W tn W '0 16.4' 16.3' wO Z N ASPHALT PARKING o o N N G l Ste• 0.6' ASPHALT CURB u J u u U SUBDIVISION BOUNDARY t s 1/2' o ix 1/Y ASSOC REBAR N N 85'37'27" W N ASSOC v LB 5488 16.40' (R) LB 5488 N 85.35'28' W 16.34' (M) OPEN DITCH FLOOD ZONE X -AREAS DETERMINED TO BE OUTSIDE THE 0.211 ANNUAL CHIME anon PLAN/EXEC DONE-N(s4OEDy - AREAS OF 0.2%ANNUAL CHANCE FLOOD; AREAS OF 1%ANNUAL CHANCE tlRI AVERAGE OEPlHS OF LESS MAIN 1 FOOT OR EV ORAINACE AREAS LESS RWI I SQUARE IKE; ANO AREAS PR01EC1ED BY LES FROM 111 ANNUAL CHANCE FLOOD. v E Y O 1 J R j IS' 1. BEARINGS ARE BASED ON PLAT B GENERAL A3= 2.SHORN HEREON UES IITHIN FLOOD ZONE x „As A SSOCIATED SURVEYORS INC. 3.THIS BEST OETFRIIBIED FROM FLOOD YAPS ND 1 DMr)04-17-1989 IS A SURFACE SURVEY ONLY. THE EXTENT OF LINUERGROUND FOOTINGS, i LAND & ENGINEERING SURVEYS PIPES AND U11UTIES, IF ANY, NOT DETERMINED. Li j 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT I-- j 3846 BLANDING BOULEVARD LOCATED BY THIS SURVEY. 4. JACKSONVII I F, FLORIDA 32210 5.THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLICj2904-771-6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, J j 0 COVENANTS, B.R.L'S RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. O S S V CERTIFICATE OF AUTHORIZATION NO. LB 0005488 THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY i.EGIENDOA YIATIONSDIRECTSUPERVISIONANDmittsTHEMINIMUMTECHNICALoSET!Rai P6,E 0R REBAR P.C. - POINT OF CURVE CH = CHORD STANDARD FOR LAND U NG PURSUANT TO CHAPTER "ASSOC-SURVEY" OR L.8.5488 P.T. = POF TANGENCY (R) = RECORD 61G17- FLORIDA I THE C C 472, F.S. • FOUND IRON PIN OR PIPE (IP)-0. 0ONT.-= 01E3t HEAD Ull11Es (M) = MEASURED FOUND CONCRETE MONUMENT(CJI.) s FIRE HYDRANT (C)- COIEUIED DATA X= CROSS CUT OR DRILL HOLE CONC• s R =RADIUS BY: ASO.R.B.=OFFICIAL RECORD BOOK A\C = AIR CONDITIONER L = ARC LENGTH C B. HATC FLORIDA C FICATE N0. 3771 O.R.V.=OFFICIAL RECORD VOLUME ® =NATER METER = RISER PRJJ.=PERTINENT Krum(mamma P.EQ. =POOL EQUIPMENT tau 1 cc I CTA DI MAI n nolne r nnnere n A n cr.v.c RAI=RANT CF DAY