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HomeMy WebLinkAboutSurveys BP#12563 s i-:-..,..: K 1 e _, PLAT OF LAND SURVEY FOR and/or CERTIFIED TO: John Dismore DESCRIPTIONS AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF LOT B, ACCORDING TO THE PLAT OF TUTENS SUBDIVISION, RECORDED IN PLAT BOOK 1, PAGE 22, OF THE PUBLIC RECORDS OF BREVARD COUNTY, FLORIDA, THENCE RUN S 00'54'29" E, ALONG THE EAST LINE OF SAID LOT B, A DISTANCE OF 66.00 FT, THENCE RUN N 89'3833" W AND PARALLEL TO THE NORTH LINE OF SAID LOT B, A DISTANCE OF 590.10 FEET TO THE POINT OF BEGINNING, THENCE CONTINUE ALONG SAID LINE A DISTANCE OF 116.20 FT, THENCE RUN N 00'54'29" W, A DISTANCE OF 128.50 FT, THENCE RUN S 89'3833" E, A DISTANCE OF 116.20 FT, THENCE RUN S 00'54'29" E, A DISTANCE OF 128.50 FT TO THE POINT OF BEGINNING. A51 OAK LANE A0. 64 0. - 50' GRAVEL PUBLIC R/W _ - EL. MANHOLE ®EL. 5.64 N ;9°43'17" E(F S 89°38'33" E(D) SOUTH R/W LINE EDGE OF GRAVEL B.B. toIP 0 A AS DESCRIBED REC. 5/8" I.R. REC. 5/8" I.R� �.� CONC.. I (NO ID) (NO ID) / 01 / 16' APRON triI / 1 / y� BRICK o 1 DRIVE v 66 1 56.11 y6 6 0 46� �i5( � I�. I / k'1 BRICK 28.0 i/ S/W f o 3',Y3' N I cz; CONC. I W I N COV"D I� 1 1.1 q� h I X61 BRICK 305 X3.5" O 4 1 `'� 39.0 CONC. 4-1 O I ONE STORY I(1 ' P O.C. (Ni RESIDENCE N I N.E. CORNER (1 I �I Wy2 OF LOT B 4.0 S 131 N:^] HQ c4)‘.1.'"' : ,N.. � I 52 FORMS EL=6.64 ~I� e n Ny^3'`ti Ixv 19"ABOVE ROAD i 9� % y wV+ rr`` IF O y� © Col I I 11.3 I O y I ri I 141 c� II I �6� r.0 V. BRICK B27.0K �_ 25.0 #61 24.5 I ��O w , C�� 10 ,56 28.5 1 I til I a I� ,y? PARCEL A.26 sola 15.5Lco w ----- ---- -- ---'14--- - - --$4 ----1 9' /1.-.. 0 Jr' x,4.9 -- CL OF SWALE� --_�(-------� P.0.B. O � I �' . E. \ 4,g,t- 4.8 rn I W p%� ,, - - 0.,�-- - - - - - i 4 8 REC. 5/8" I.R. 6' WD. b 0.4 OFF FENCE(TYP) 0.5 OFF NO ID) v - - RECOf IR. '• 16.20(F D _ 590.10 OO ID) �2, N 8'°38'33 (F De.1. N 89°38'33 " W LOT 11 LOT 10 LOT 9i• LOT 8 6'ti b.N OCEAN GARDENS / OCEAN GARDENS WAVE yONE - WAVE TWO (PB. 38, PAGE 72) 19 (P.R. 40, PAGE 45) 1 WALKER LAND SURVEYING, INC. N WI. THE IRISERSIDNEO DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD IF SURVEYORS AND RAPPERS IN CHAPTER N OAK LANE R EL SU-17.052 FLORIDA ADRINISTRATIVC CODE PURSUANT TO CHAPTER♦72-025,FLORIDA STATUTES. 2. (RLESS SIGNED AND EMBOSSED WITHET SURVEYOR'S SEAL.THIT SURVEY IS NOT VALID. 6 Q 3. THIS SURVEY VAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR• THERE S OCEAN GARDEN OCEAN > NAY BE OTHER RESTRICTIONS OR EASEMENTS THAT AFFECT THIS PROPERTY. LANE MOODS N ♦ f10 WOERGRO ID IMPROVEMENTS NAVE BEEN LOCATED UNLESS OMRWISE SNOVN. OAK MANOR BLVD. [3 5 THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE Zr RELIED UPON BY ANY OTHER ENTITY. DRIVE �.R r 6. DIMENSIONS SHOWN FOR THE LOCATION OF NAPROVEHENTS HEREON SHOULD NOT BE USED TO Up RECONSTRUCT BOUNDARY LINES. A-1-A. CENTRAL • 2 7. ELEVATIONS,IF SHOWN.ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929.URLCSS 0/7557) BLVD. > BREVARD COUNTY L1/ACE OTHERWISE NOTED. THE SOUTH R/W LINE OF OAK LANE 4175 SUS r 8. BEARINGS BASED ON ROCAEEIw:,R.129.55 N 89.43'17"501 12l-6J6-Ta55 SAID BEARING BEING LEGEND 121-616-1474(FAA) 9 BEARING AND DISTANCES ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. P.T. 'POINT OT TANGENCY P .PLAT 10. SURENENTS SIOVN ARE BASED ON THE STANDARD US.SURVEY FOOT. D •ICSCRIPTRDN F ••FIELD LC 571° 11. D T ONS DR DELETIONS TO THIS SURVEY IS PROHIBITED WITHOUT CONSENT FROM SIGNING SURVEYOR. BB. •"ASE"EMO[(SEE 0.1 IP. •IRON PIPE A/C •AR CQ.NTURCR IR •IRON RID SCALE I- I' •20'-I R •RADIOS CH. •CONCRETE IOARCNI L .ARC LENGTH SCT IR.:SAIR.v/BL""1° R.L.S.Na 5362 FIELD DATE ORDER NO. CN CHORD REEL •RECOVERED CERTIFIED BY. CB •OOID BEARING POD ••POINT a"[GINNING 6-20-13 48521 PAL.•POINT ON LINE PAC. .POINT IT EDDI COUNT V.WALKER.RL.S_NO 5362 BOPLOUNDARY 8-1/-19 1 P.••TnIC-I NAT •'NAS. SpCREIC PLOT REV. 8-11 i-IS RAO••RlfDL'. WAN MI 'NAIL S.DT P REV 7-5-15 IAB.•RADIAL MIT. •ORAINPNT DOES NOT Qp PJ 555 NR. 443N-RADIAL POINT NAI, ••UTI ITN 112-$-Id VP. •v030 EL. •ENPINr THIS DLAILDINCi/PROPERTY LIE WITHIN THE ESTABLISHED T REV VD •WOOD CL. CHAR LINK 12-7-15 54195 SN••SIOCVALK C/B •CONCR[TE 0112K SPECIAL FLOOD IAZARD ARCA PCR'FIRM•. IT LIES IN ZONA X FCTRMBOARLIS 4-20-16 54897 ELL .IRULLT .E Pt. •roue OE CURVATURE 12009E 0363G MAP DATE, 3-17-14 FF�//AAWLN BY. ZA.�. CHECKED DY. EL •ELEVATION FTE. 4000 mot(WIUTO1 PANEL" 911 B DC.-PUBLIC UTILITIES I DRAINAGE ESN!. 13\ Ztc_ Ln . PLAT OF LAND SURVEY FOR and/or CERTIFIED TO: John Dismore DESCRIPTIONS AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF LOT B, ACCORDING TO THE PLAT OF TUTENS SUBDIVISION, RECORDED IN PLAT BOOK 1, PAGE 22, OF THE PUBLIC RECORDS OF BREVARD COUNTY, FLORIDA, THENCE RUN S 00'54'29" E, ALONG THE EAST LINE OF SAID LOT B, A DISTANCE OF 66.00 FT, THENCE RUN N 89'38'33" W AND PARALLEL TO THE NORTH LINE OF SAID LOT B, A DISTANCE OF 590.10 FEET TO THE POINT OF BEGINNING, THENCE CONTINUE ALONG SAID LINE A DISTANCE OF 116.20 FT, THENCE RUN N 00'54'29" W, A DISTANCE OF 128.50 FT, THENCE RUN S 89'38'33" E, A DISTANCE OF 116.20 FT, THENCE RUN S 00'54'29" E, A DISTANCE OF 128.50 FT TO THE POINT OF BEGINNING. 41i>=PROPOSED ELEVATIONS 43`l OAK LANE MANHOLE y 64 fit'' GRAVEL PUBLIC R/W VARIES ®EL. 5.64 - O. (B.B.) PROPOSED EDGE OF PAVEMENT S 89°38'33" E .---CONC. APRON 116. :0 •REC. 5/8" I.R. 30" oak REC. 5/8" I.R. PROPOSED 1 I 90 RETENTION # CONPROPOSED h E. DRIVE c‘.1 k' --- I I Oin 21 �� 28.0 I I 0 I I I � I 21.0 W 39.0P.O.C. PROPOSED N.E.NCORNER Wt� RESIDENCE W I O ro OF LOT B �N Lo 10 �1 4.0 67.00'x62.00" Cr) �1 43 I �S Z N" 0., Q PROPOSED F.F.E.=6.34 I -4 a t` C I Otr) 16" ABOVE ROAD 0.0 w V Evvo�n2 I� a. I tiOe SIL� h� X11.3 L7 Cr) W I� 1 ,5yQi _ 1 O Q 11.0 27.0 25.0 I I C\/ 4, I' ' I I toCa Wy I O� V PARCEL A.26 O I E. VACANT ; P.O.B. I w I 1 IPROPOSED I O 6 WALE O I S h6----- REC. 5/8" I.R. 116.20 REC. 5/8" LR. 590.10 b2.;1' N 89°38'33" W y,14�' N 89°38'33" W LOT 11 LOT 10 LOT 9� LOT 8 bti' yy, OCEAN GARDENS OCEAN GARDENS WAVE yONE - WAVE TWO (pH 38, PACE 72) a°' (P.B. 40, PAGE 45) ttie WALKER LAND SURVEYING, INC, 1. STANDARDS ETE FORTH BY TIE FLOOIOAY BOARD GF SURVEYORS AND TRAPPERS INCHAPTER AL N 0 LANE 9::-E44, / 9 3J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472-027,FLORIDA STATUTES. 111 OR / W 2. UNLESS SIGNED AND EMBOSSED WITH SURVEYOR'S SEAL.THIS SURVEY IS NOT VALID 6 ¢ 1 THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE S OCEAN CAMDEN V I MAY BE OTHER RESTRICTIONS OR EAEMENTS THAT AFFECT THIS P EO'ERTY. LANE OCEAN ry 4. NO UNDERGROUND IMPROVEMENTS NAVE BEEN LOCATED UNLESS OTHERWIE SHOWN OAK NANO BLVD. R-,\ 9. THIS SURVEY IS PREPARED FOR 1HE SOLE BENEFIT O' TTOSE CERTIFIED TO AND SHOULD NOT BE r \ { RELIED UPON BY ANY OTHER ENTITY. DRIVE T� Z 6. DMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SCOLD NOT BE USED TO e! Up (RECONSTRUCT BOUNDARY LINES. CENTRAL Z •. ELEVATIONS.IF SHOWN.ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM O'1929.UN.ESS aw l CTIERWIE NOTED. THE SOUTH R/W LINE OF OAK LANE BLVD. 44115 S L$'C(i1.v7Y hTRGY B. BEARINGS BASED ON ROOFLEDGE.R.J2953 S 89'3833-E J21-6.M-1055 SAID BEARING BEING LEGEND .721_636_1404(FAX) 9.BEARING AND DISTANCES ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. PT •BAOL PT IME(ISLE P =PLAT LB 6710 10. SUREMENTS SHOWN ARE BASED ON THE STANDARD U.S.SURVEY FOOT. D •DCSCRIPTIDN F •FIELD II �0 ONS OR DELETIONS TO THIS SURVEY IS PROHIBITED WITHOUT CONSENT MON SIGNING SURVEYOR. BO. •BASE CAROL ER rB)Il. •IRON PIPE SCALE �- I' •2O'-I A/C •AIT COIDITIO(R LR. :gran R •RADWS CCC -RECOVERED Npy[Mf L •ARC LE,GTH SET IR•S/H'IR V/HLB 4710 R.L.S.NO 5362 ORDER NO. CU .500 RCC. -RECOVERED CERTIFIED BYE / FIELD DATE CI •CHDRO DEMING PRO. -POINT OF BEGINNING BOUNDARY 6-20-13 49521 TYP.•TTPICOL LOC C/C •COVERED CQLRCTCt V.WALKER,RL.S.NO 9362 PLOT PLAN 9-/1-t3 RAO•RADIA-OF-VAT (NATTDA .NAL I DISC PLOT REV. 5-5-15 RAO •RADIA DRAIN •TRAIN EE DOES NOT DR HOT-RADIAL UTIL, -UTA 'ELIE WITHIN THE ESTABLISHED PLOT REV 7-9-15 VVD. •VINNCSS POINT CL. -UTILITY THIS BUILDING/pROPERTT ELEV. 10-21-15 S/ •DODO ci. •cHATN LINt PLOT REV. 12-2-15 SIV EL .ELLV TI PIER REO(I AiW[ SPECIAL FLOOD HAZARD AREA PER'FIRM'. IT UES IN 20N-3-B9 Z.A.D. CHECKED BY. DH •DRILLHRC ON rrc. rwDEB CI.OEVATON PANEL R 12009C 0313E NAP DATE. DRAWN BY. PR I BE,MUBLIC UTILITIES I DRAINA(L ESMf. a PLAT OF LAND SURVEY FOR and/or CERTIFIED TO.• John Dismore RECEIVED DEC 0 9 2015 DESCRIPTIONS AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF LOT B, ACCORD/NG TO THE PLAT OF TUTENS SUBDIVISION, RECORDED IN PLAT BOOK 1, PAGE 22, OF THE PUBLIC RECORDS OF BREVARD COUNTY, FLORIDA, THENCE RUN S 00'54'29" E, ALONG THE EAST LINE OF SAID LOT B, A DISTANCE OF 66.00 FT, THENCE RUN N 89'3833" W AND PARALLEL TO THE NORTH LINE OF SAID LOT B, A DISTANCE OF 590.10 FEET TO THE POINT OF BEGINNING, THENCE CONTINUE ALONG SAID LINE A DISTANCE OF 116.20 FT, THENCE RUN N 00'54'29" W, A DISTANCE OF 128.50 FT, THENCE RUN 5 89%38'33" E, A DISTANCE OF 116.20 FT, THENCE RUN S 00'54'29" E, A DISTANCE OF 128.50 FT TO THE POINT OF BEGINNING. ..37 OAK LANE MANHOLE .,• 64 Or GRAVEL PUBLIC R/W VARIES ®EL. 5.64 - Ey, (B.B.) EDGE OF PAVEMENT S 89°38'33" E 116.20 • REC. 5/8"" I.R. REC. 5/8"" I.R. h a kciN 24_5 28.0 0 N FORMS W z2 P.O.C. 39.0 0 0, N.E. CORNER (N Cb O FORMBOARDS to O OF LOT B N Q 4.0FORMS EL.=6.64 !� W 1i-4V OS 19"ABOVE ROAD l(� WV�� tiC32/1 go 1 �� 0~ N X11.3 c 4 W IC ,35 FORMS IO 5 11.0 27.0 25.0 5 O -1 ;4.0o PARCEL A.26 �, otrt• 41 -1En P11: •0•B• I w PROPOSED I SWALE\ 2 REC. 5/8" I.R. 4 116.20 it 0REC. 5/8""fI.R. 590.10 y2� N 89°38'33" W y4%� N 89°38'33" W • LOT 11 LOT 10 LOT 9 LOT 8 c.% OCEAN6. GARDENS OCEAN GARDENS WAVE yONE - WAVE TWO (P.B. 38, PAGE 72) T19 (P.B. 40, PAGE 45) `fie# WALKER LAND SURVEYING, INC. TECHNICAL HI. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY KENS THE ERS IN CHACTE STANDARDS SET FORTH BY THE FLORIDA BOARD Cf SURVEYORS N il OAK LANE Q. g SJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472-027,FLORIDA STATUTES. ;1',S R Q W F 2. UNLESS SIGNED AND EMBOSSED WITH$URVEYOIYS SEAL.THIS SURVEY IS NOT VALID 4 1 THIS SrRVEY VAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE S OCEAN GARDEN U MAY BE OTHER RESTRICTIONS OR EASEMENTS THAT AFFECT THIS PROPERTY. LANG OC£.IN �-H �, HO UNOERTROUAND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. OAK MANO'; BLVD z(6c) 1 THIS SLRVEY IS PREPARED Fdt THIE SOLE BENEFIT OF THOSE CERTIFIED TSEAND SHOULD NOT BC E RELIED UFON BY ANY OTHER ENTITY. DRIVE 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BC USED TO �e U� RECONSTRUCT BOUNDARY LINES. CENTRAL Z 7. ELEVATIONS.IF SHOWN.ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929.UNLESS OTEBT > EIREVARO COUNTY 0.,.m OTHERWISE NOTED.4175 THE SOUTH RIM LINE OF OAK LANE IMS) BLVD. Roo S'.US 1 B. 8iARINGS BASED ON ROGYL[OGC R'32955 SAID BEARING BEING S 89.38,33-E LEGEND J71-6J6-r0.51 J71-636-1IOI(AAx) 9.BEARING AHD DISTANCES ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. PT .14 ET DF TArc0NCY I •RAE LB 6710 10. SUVLMENTS SHOWN ARE BASED ON THE STANDARD U.S.SURVEY FOOT. D .00SCRIPTION F .FIELD 11. 0 IHS OR DELETIONS TO THIS SURVEY IS PROHIBITED WITHOUT CONSENT FROM SIGNING SURVEYOR. BB •BASE BURN`MSEC NH IA. IRON PIPE SCALE I- I' •20'�4 A/C 3140°'"`"' CRk ERCT(IOMKNT R MCL RLS.N0.5762 ORDER NQ L .ARC ICNGiN CH .04CREI RCC.IR.RCS IR ULB 6110 CERTIFIED BY, FIELD DATE CO .CHINO WRING IDL µ011T V�GOROCNd COO,-CEO BE LREPall •POINT T V.WALKER,RLS.NO 3362 BOUNDARY 8-10-l9 49521 OW .TYPICK C/C -COVERED CONCRETE PLOT PLAN 17-11-13 Rn/•RIGNI•K-WAY Nib NAIL I DISC �sPLOT REV. 7 8-1� NAD•WN-R ESRT. KASDIRCL PJ,O�;REV p7-11-1155 NR. .AIT,CSS POINT OTAIN. •UTAOACL DOES NOTLIE VITNIN THE ESTABLISHED Tr REV 1lE-P-13 VP. •WITNESS CTR. •UTILITY THIS BUILDINGiPRUPERTY X 1T7RNBOARD.S' 17-7-15 54138 V0. .VOID CL. •CHAIN LINGIN 214•DRILL)LR PL. •NERETEROUT SPECIAL FLOOD AREA PER'FIRM'• IT LIES E.ZONE.43-89 DRAWN BY. Y.A.D. CHECKED BY. EL •CLEYATIIE TU MVO 6 OpVATuRE0 12009C 0313E MAP DATE, CL P11 1 D -. FFE. vM IN E[TEYurDT PANEL B PU•DE-•PURI[UTILITIES I DRAIMAfE CSNT )3I PLAT OF LAND SURVEY FOR and/or CERTIFIED TO: John Dismore RECEIVED OCT 2 7 2015 DESCRIPTIONS AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF LOT B, ACCORDING TO THE PLAT OF TUTENS SUBDIVISION, RECORDED IN PLAT BOOK 1, PAGE 22, OF THE PUBLIC RECORDS OF BREVARD COUNTY, FLORIDA, THENCE RUN S 00'54 29" E, ALONG THE EAST LINE OF SAID LOT B, A DISTANCE OF 66.00 FT, THENCE RUN N 89'38:33" W AND PARALLEL TO THE NORTH LINE OF SAID LOT B, A DISTANCE OF 590. 10 FEET TO THE POINT OF BEGINNING, THENCE CONTINUE ALONG SAID LINE A DISTANCE OF 116.20 FT, THENCE RUN N 00'54 29" W, A DISTANCE OF 128.50 FT, THENCE RUN S 89'3833" E, A DISTANCE OF 116.20 FT, THENCE RUN S 00'54 29" E, A DISTANCE OF 128.50 FT TO THE POINT OF BEGINNING. 43'1 OAK LANE MANHOLE 5.64 0' GRAVEL PUBLIC R/W VARIES ® _ EL' (B.B.) 7f PROPOSED EDGE OF PAVEMENT S 89°38 33 E CON[. APRON 116. =0 REC. 5/8" I.R. 0 REC. 5/8" I.R. 30" oak PROPOSED CONC. o DRIVE N M) o h 28.0 0 W P.0.C. 39.o PROPOSED o N.E. CORNER N RESIDENCE Q N OF LOT B �N•�Q 4. 67oox62.0o' ��QE. Q• 4'0 PROPOSED F.F.E=8.48 '. II...11*,06 24" ABOVE ROAD l()v ti Q 1 QQ o 2 gQ • N X11.3 o) w IW r. 2_&0 11.0 27.0 25.0 4 Q 1 4 •�Q O 0o PA 'CEL A.26 0 1 of VACANT � P.O.B. I w �Itn I i. Fie 6 2 b. el A-, , 4. V � - _� 116.20' REC. 5/8" IR. 590.10 REC. 5/8"' I.R. 2, � /� N 89°38'33" W yN 89'38'33" W ,1 * LOT 11 LOT 10 LOT 9 LOT 8 e.' OCEAN6. GARDENS OCEAN GARDENS WAVE no) WAVE TWO (P.B. 38, PAGE 72) ,i9 (P.B. 40, PAGE 45) fke WALKER LAND SURVEYING, INC, W1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMHN UM TECICAL STANDARDS SET FORTH BY THE FLORIDA BOARD ON SURVEYORS AND MAPPERS IN CHAPTER N 0 LANE �/ 9 5j-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472-D27,FLORIDA STATUTES. �V'5 R Q W 2. UNLESS SIGNED AND EMBOSSED WITH SURVEYOR'S SEAL.THIS SURVEY IS NOT VALID. X 11J 3. THIS SURVEY WAS PREPARED FROM TITLE INFOR"ATION FURNISHED TO THE SURVEYOR. THERE S OCEAN GARDEN U NAY BE OTHER RESTRICTIONS OR EASEMENTS THAT AFFECT THIS PROPERTY. LANE OCEANDr N 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. MS F--o ! 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE OAK NANARk BLV✓D. Zr RELIED DPGM BY ANY OTHER ENTITY. DRIVE - �, 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO e U0 RECONSTRUCT BOUNDARY LINES: A-I-A CENTRAL ". _ 7. ELEVATIONS,IF SHOWN,ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929.UNLESS (WEST) BLVD. BREVARD COUNTY Y}7CE OTHERWISE NOTED. THE SOUTH R/W LINE OF OAK LANE 4175 S U.S I 8. BEARINGS BASED ON ROLWLfOCC ft_32955 S 89'38 33"E ,521-635-'O55 SAID BEARING BEING LEGEND 321-636-1404(FAX) 9. BEARING AND DISTANCES ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN P.T. PRINT DF iNKOCY P •PLAT LB BJJO IT SIREMENTS SHOWN ARE BASED ON TIE STANDARD U.S.SURVEY FOOT. D BASO DEARIN F •FIELD ll. D ONS OR DELETIONS TO THIS SURVEY IS PROHIBITED WITHOUT CONSENT FROM SIGNING SURVEYOR. BB BASE BEARING(SEE IRI P. •IRb1 PIPE A/C AIR Cp1•li10NER IR. •IRON ROD C. R RADIUS •COICRCIE,OUCSCALE I-- I' •20'—INT ' NEC. •RCCDVERED CERTIFIED BY.LCN ARC LENGTHCI[RD SET IR.•D/B'IA TnLB 6710 R.L.S.NO.5362 FIELD DATE ORDER NO- CD CIdND BEARING PGB. .POINT Cr BEGIINING BOUNDARY 6-20-13 49521 POI.. PRINT TIN LIME POC. •PDIN IF CDIENLIENI V.WALKER.R.L.S.NO 5362 TIP. TYPICAL GCOICRETE'COVERED PLOT PLAN 9-11-13 RAD 4/MKT-OF-WAY WAY Iw• •NAS amu PLOT REV. 5-5-15 RAD•RADIAL ESNT. •ROAINEMT DOES NOT NR •101-RADIAL UTIL 'DRAIHMG[ THIS BUILDING/PROPERTY LIE WITHIN THE ESTABLISHED PLOT REV. 7-9-15 V.P.O. .WITNESS POINT CL 'CHAN•LITILIE+�4•�/ 10-2l-15 S/ •TORO CL. •CHAIN LINK S/W•SIDEWALK Pr *POCO'TQfC�iuRE SPECIAL FLOOD HAZARD AREA PER'FIRM'. IT LIES IN ZONE3_B9 EL •ELEVA�Iti1 FfL. 4811110[LEYAIDI PANEL B 12009C 0313E NAP DATE DRAWN BY. LAN. CHECKED BY. PL.I.DE..PUBIC UTILITIES 6 IMAMATE CSNT. / 31 6dc n •