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HomeMy WebLinkAboutREVISION 10-24-18I. SCANNED OFFICE USE ONLY: By DATE FILED: G St Lucie County REVISION FEE: 7700 PERMIT # 00 RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: � Jf� CJ % /7 Pc DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. BUSINESS NAME: QUALIFIERS N 9NIE: CITY; Vrello PHONE (DAYTIME): 2 V O Z ST. LUCIE CO CERT. #: STATE: F7e- FAX: OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME: STATE: ARCHITECT/ENGINEER INFORMATION: NAME: IVC7N t ZIP ADDRESS: CITY; PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 STATE: rrIA; rr1A; 0 REVISION ZIP: ZIP: �l/c0v' LEGEND OF SURVEY ADBR V TInN /1407 A DELTA ANGLE L. LENGTH ( -1 00C) A/C AIR CONDITIONER .ti LIGHT POLE AVER AVENUE M. MEASURED �LiC77'7� AVG HEARING BASE MH.W.L MAVERAGE M.H. ANHOLEH WATER LINE N. LINE OF NW Y4 OF THE NE Y4 . H.M. BENCH MARK MON MONUMENT ---- --- -- �OF THE NE OF THE 5W Yp 332.28• ELK. BLOCK N4D NAIL 6 DISK LV4 CURVE ARD N.NORTH C. No. NUR /Vb11+"vNWM ^v^;h,nrgn,n/�, ,.�; �.,;,y.�,.,,�,..v. ,�, ,�,.� .,� ., ,� ,.,�.✓v.r..'w. C.B. CHORD HEARING KIC. NOTTIINCLUDED' j'�/ �F�7L I I C.H.S. CONCRETE BLOCK CAW. OVERHEAD WIRES a N L 1 T I L L CRANE LANE - S0 DIRT ROAD Off' D STRUCTURE Fla p, PARKER KAION NAIL CENTERLINE dv^✓v'v�.'v'"�'�ni`nn��M/v�,^1v�"""'/`... `w^'i�'� �h'"'^�"+"'Nv'v'.✓�. CA-F. CHAIN LINK FENCE p,C, .. i C GO' R/W � a(D C➢. CHORD DISTANCE Pr- PINT OF CURVATURE PERMANENT CONTROL PLANT ~ N �. 1 C.N. .CONCRETE MONUMENT p I POINT OF INTERSECTION W.- __--_.____ O W 6--.-.-- -._ T.O.B. O -_. CAP. CORRUGATED METAL PIPE _ O, 1.�--__-__.__ - __ - .__.!"' _.__._ _. •____._-_--_,--- .---_.- CA. CONCRETE P L. PROPERTY LINE M C.R. COUNTY ROAD PM, POWER METER a F O ' ' ^ 7\ CT. COURT P.O.B. POINT OF BEGINNING .T-�-_ 15 f $WALE LE55 THE NORTH 60' O \ C/S CONCRETE SLAB P.O.C. POINT OF COMMENCEMENT J1 PRO POINT OF REVERSE CURVE 4- ""'----' - O', COR. CORNER D DEED PA.N. PERMANENT REFERENCE MONUMENT _ T,O.Br- q .--.._ �--_--.---. _ _ ._._.__ D.H. DEED HOOK PROP. POWER POLE W 6 �q --_- ➢EP DEPARTMENT OF RAD RADIAL OR RADIUS 01 5ET T.B.M. ENV➢ENENTAL PROTECTION R/W RIGHT OF WAY W I p� MD. OI`. p DIST� DISTANCE S. SOUTH o � 589*54�40'E 302.37'Ce.B.� �ON F.P. q�0 I ERR DEPARTMENT S�LERESWRCES SEC. SECTION —` CC4�i EL.�24.00' q -- II I SSQUARE FEET S.R.,R. STATE ROAD z w W N FIND. GAP a ' EASE EASEMENT EC. ELECTRICAL STRUL. STREET STATION = URE O 0 OQ I °2Q5C441G) W EL. ELEVATION SUB. SUBDIVISION EDW, EDGE OF WATER a I- g z 3 TAM. TEMPORARY BENCH NPRN FF. FND.. FOUND FINISHED FLOOR TELE TELEPHONE W W *a FIRE HYDRANT TO.H. TOP OF BAN( z 3 y- W F8L PDVEq L LifillY TDPD TOPOGRAPHICAL - U) IRS IRON IRON PIPE TRI TRACT TWSP. TOWNSHIP v 0 W W INV. INVERT U IRON RO➢ .. .Tt .la. ~ O GOVT GOVERMAIL U.R. NMENT V.6 D UNREADABLE DRAINAGE // �'� /� `, W - GR. GRADE 3 WATER METER 0 I W "�` GND. GROUND WV WATER VALVE I z z W HORz. HORIZONTAL �-r COMBINED LOTS HF. HIGH POINT \ AJvw! qO II , OW W H H.V. HEAD WALL Z VACANT ppgg\ -zzaO -- - —— — — — — — —— ioo.o' Z z N PROP. 0 a BARN o PROP. — I I F.F.EL.=22.5' A GONG. w z LEGAL DESCRIPTION, - - - - - ]oo.o ` _ - - -� - 23 z\ r o0o J THE OF THE NORTH EAST - - QUARTER OF THE NORTHEAST QUARTER -0F THE PROP.' iso TO SOUTHWEST QUARTER OF SECTION 7 TOWNSHIP GONG. '5EPTIC 3 N. PROP. 7 34 SOUTH, RANGE 40 EAST. ST. LUCIE COUNTY. GRAVEL ,` FLORIDA LESS THE NORTH GO FEET AND LE55 InN DRIVE �4 I °o I ✓14078THE WEST 30 FEET THEREOF. °p ^ f 11001 j CONTAINING 1.89 ACRES MORE OR LE55 O O Y i{'"Ii"vY.,N✓W'..h.n✓�."V'.✓vVM/�NVlti1N. N /`� 212 20.a I O \SCJ0.2 V 0. qg N -. ww rrti^r,.vww^✓,rn n _ ), � / 'vws I OCCUPIED' SURVEY NOTES: , CDI oa oM 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY AND/OR EASEMENTS OF w oy W Sir _�74073� I RECORD. 1 r 20 ' 2. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW ri \11001/ Q4 NAMED INDIVIDUALS o GONG mI. ? 500.5 I 3. LEGAL DESCRIPTION SUPPLIED BY CLIENT. O DRIVE'" ????PROP. �, - 4. SO. FT. OF HOUSE IF .SHOWN SUPPLIED BY I ONG. A/G I ( ) w 0 wELL EnuIPMeNT - _ - - - -L - - iaz-4- - - - - - - - _ _ _ _ _ CLIENT.. NO STRUCTURES OR UTILITIES THAT ARE 0 PROP. I N BENEATH THE SURFACE HAVE BEEN LOCATED. - i _-/ii „s wELL S. ALL SET CAPS LABELED PSM WEH 4416 ARE m O - PROP. - PROP: /1tI0 73N W ~ /�R3 SIELD - I ALLPFFO ND CAPSORTED WITH A 5/8- 18* G 5 RODWITHA CAP 1 STORY - - Ba:mo_ - C.B.S: I N AS LABELED ON SURVEY. t 12{701 .F.F.EL.=24.4' �I .ALL FOUND REBAR AREA 5/8" ROD .UNLESS toc) J.' / „ aCANNEp d OTHERWISE NOTED. ~" -- ' PROP "I B :� 7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED VACANT cone. UNLESS OTHERWISE NOTED. WALK b : I St LUGte Count O 8. BEARING BASE ON NORTH LINE OF PARCEL . a39 corvc. 9. ORIGINAL SLC BM:HEATHER EL=22:64• NAVD 88 10. ELEVATIONS (IF SHOWN) HEREON ARE BASED s.o I ON N.A.V.D. (1988), UNLESS OTHERWISE NOTED. 36.G7' t5 T,,. IXIA CERTIFIED TO: i/233 b I�fi�a _ ,1VR'" BRETT HANCOGK I I I 4 O'y 0 O�O�. Oy ' 44ON� O 7.3'W.�.°'."' I FND. I.R. S. LINE OF NW Y4 OF THE NE 3a Ni}q'55'05•W 302.35 OMt FND. GAP OF THE NE 3/4OF THE 5W Y4 C441G) off /14073\ j" > Dat ' OCCUPIED C73 1110I v /1Ca73 i F.F:EL.=24.7' ��4, 00, 12C%a2 AVG.EL =24.3' VACANT I I \00./ I EWELILG VACANT THIS SURVEY MAP AND REPORT OR COPIES THEREOF ARE SURVEY TYPE: 7EDEC PN D ZONE: X NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED BOUNDARY�TOPO. DATE: REVISIONS: BY:CTIVE DAIS: 12/4/12 FDOH in St. Lucie County - SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. HAYHURST LAND SURVEYING INC. EFFECTIVE PNLNOV 1 ATE: 2/ J CHECKED BY; W.E.H.OB 0 ICATES EXISTING ELEVATION Environmental Health CERTIFICATE OF AUTHORIZATION NUMBER CL.B. 73G4�/ 1/18 ADDED SITE LEHICATES PROPOSED ELEVATION 9 DRANK BY: OB ICATES AS -BUILT ELEVATION Site Plan Approved for Construction SURVEYING SO MAPPING COMPANY B.D.R. /16/16 REVISED CONC. DRIVEWAY LEHIONS AR S-BU FOR CALL.44G5 9TH ST. S.W. T„T11it-7 FlELD BOOK: ES ONLY.Supersedes Alt Previows Site Plans for 370 10/23/18 REVISED SITE PER RED. LEH ARE NO WELLS OR SEPTIC$OSTDS # l tp s Well `iEl� Z� VERO BEACH. P L. C�2962 PAGE NO 30 WITHIN f00' OF PROPERLOTTY UNLESSDate. O/ PHONE; 772 569-6680 DATE PREP: PROPOSED CONTOUR LINE ) O4 1Z 18 LOT I R I OS ESSWALELOT DLINEReview r. T1'I LIAM E. HA R9T a FAX: (772) 770-344� soALE 1"=3OI AINAGE INDICATES DRAINFIELD EA HP.39D.6 D.9 ft8.COm `� N0 18-168 PTIC TANK. I FrIEND OF SURVEY ABBREVIATIONS A DELTA ANGLE L LENGTH 7� 140*7 t A/C AIR CONDITIONER # LIGHT POLE AVE. AVENUE K MEASU 1,2o AVG. AVERAGE MHO MANHOLE t o ➢ T \00.7 _ DIM.BEARING NCH MARK MN. MONUMENT MONUMENT WATER LINE Zt N. LINE OF NW Ya OF THE HE Ya BILK. BLOCK Ina NAM N DISK 332.28' BLV➢. BOULEVARD N NORTH 1" C-OF THE NE Ya OF THE SW Y4 __ —„— --- C. CURVE No. NUMBER __L"4 _-- .--- -- - C.H. CHORD HEARING KM NOT INCLUDED "^^^'^^.^`n•'+Jv;,vty+✓„n,,y,vp�y.yh,,;��,.+MfYwFr�✓w'v^h.`..^.,.w.ivvwwtin C.B.S. CONCRETE BLOCK O.H.W. OVERHEAD WIRES .,..... STRUCTURE PG. PAGE S A N I L L G R A N LANE CHORD DISTANCE P K. PARKER KALON NAIL 10' DIRT ROAD CENTERLINE P. PLAT �iw^✓v � F � �✓ „wFf".. n,n,nl./iiwv`+V� C. .F CHAIN LINK FENCE P.C. POINT OF CURVATURE W TIONI C 6OI R/W , I C.D. CHORD DISTANCE P.I. PERMANENT TERSEC PINT POINT COMIC. CONCRETE �,M, C.M. CONCRETE MONUMENT P.COURT PO.C. POIT OF COMMENCEMENT O W LESS THE NORTH 60'. LIM .--_--_ i _.___-_ --- CAS CONCRETE ROAD METAL PIPE PO POINT T OF BEGINNING VNNING CURVE P.O.& POINT OF BEGINNING ERSE lit r f �15 t SWALE CDR. CORNER PRN. PERMANENT REFERENCE MONUMENT D. DEED M. ,PROPOSED _.__-__-,.,_._�_._..—_-__-__._-___.__ __._-__.�- --_ _..._:_._.__-.�_-.__.-_�____��-_-__,_— _____ .__ _ D.H. DEED BOOK RAD. 4- I J-� _ DEP DEPARTMENT OF POWER POLE T.O.B. RAW 'RADIAL OR RADIUS Z O �_-_ -_ -_ t.` ENVDDIaF1RAL PROTECTION R/V RIGHT OF WAY SET T.B.M. DIST. ➢ISTANCE S. SOUTH 1�- W N P.P. I NATURALENT OF RESOURCES ON P/K I\) SEC. SECTION Z ND. (�[�('J / ( LIN24.00'- DRY DRIVE -SOFT. SQUARE FEET -)Bg05 '40"E 302.37,.B.B.� E. EAST � STATE ROAD ST. STREET � W " '" -- -- .r STAB STATION FND. CAP .T a ELEC. ELECTRICAL ICI C4416� w� EL. ELEVATION SUP. STRUCTURE z I Z 3• OF WATER T.H.M. TEMPORARY BENCH MARK z W FON. FIN EDGE D FLOOR I"TAB. TOPOF BANK EPHOBA = N FV FIRE HYDRANT ND. FOND TOP. TOPOGRAPHICAL It_ - WIA ON TWP. TTOWNSHIP RACT �Z W O i O W NV. INVERT PE U.R, U LR. IRON ROD NREADABLE F/N FOUND NAIL U 6 D UTILITY 6 DRAINAGE F - O GOV'T GOVERNMENT W. WEST CM WATER METER 3 U- W "* OGND,R GRADE GROUND VV WATER VALVE �14CJ73 TAL N I I Wz HI4 Z M.W.HE D= WALL DINT COMBINED LOTS . I I�-W O� i •lw 3 G Z �I W Z Oo W z LTHE EGAL NOR DESCRIPTION, QUARTER OF THE NORTH EAST J QUARTER OF THE NORTHEAST QUARTER OF THE w SOUTHWEST QUARTER 344 SOUTH.RANGE40 EAST. ST. LTUCIEGOUNTY - FLORIDA, LESS THE NORTH GO FEET AND LE55 — — -H /14073�j THE WEST 30 FEET THEREOF. �500 CONTAINING 1.89 ACRES MORE OR LE55 o .�' SURVEY NOTES• N 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED O h - FOR RIGHTS -OF -WAY AND/OR EASEMENTS OF 1 RECORD. `'�' , yv� w �14073� 2. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW VoteO C v I W 11001 j NAMED INDIVIDUALS (� ►� 3. LEGAL DESCRIPTION SUPPLIED BY CLIENT. Q ` T-I 500.5 d 4. SO. FT. OF HOUSE (IF SHOWN) SUPPLIED BY CLIENT. 5. NO STRUCTURES OR UTILITIES THAT ARE m — — —.— — — — — — — — — — — 18z.3- — — -- — -- -- — -- -- — — — _ _ BENEATH THE SURFACE HAVE BEEN LOCATED. W O 6. ALL SET CAPS LABELED PSM WEH 4416 ARE SUPPORTED N F a z ALL FOUND CAPS A 5/85RODAWITH A CAP N AS LABELED ON SURVEY. /1407� _ — — — ——80.0'_ — — — — 3.a' / � 'ALL FOUND REBAR AREA 5 6 ROD UNLESS { i200l j o — FORMBOARD d OTHERWISE NOTED. LOCATION ' ; + 7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED 1o0a�/ I ~ EL.=24.4' °v © UNLESS OTHERWISE NOTED. 10/lq/38 " O 8. BEARING BASE ON NORTH LINE OF PARCEL 9. ORIGINAL SLC BM: HEATHER EL:=22.64' NAVD 88 v Lh 10. ELEVATIONS (IF SHOWN) HEREON ARE BASED ON N.A.V.D. (1988), UNLESS OTHERWISE NOTED. CERTIFIED TO: 3G.7' BRETT HANCOCK' , a' 0L. 4.O'N. :._..., ... 7.3'W.. FND. I.R. S. LINE OF NW Y4 OF THE NE Y4 NBq*55'05'W 302.35 F4441GJP OF THE NE Y4 OF THE 5W Y4 CI`1i I I , IN /1407: ` r.4C�73' i 9.wcx3 C - ( 11GC72 j EXI5TING \: 00.4 / \500.5 / I WELL THIS SURVEY MAP AND REPORT OR COPIES THEREOF ARE S URVEY TYPE: FLOOD ZONE: X NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED UNDARY TOPO. DATE: REVISIONS: BY: EFFECTIVE DATE: 12/4/12 x SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, HAYHURST LAND SURVEYING INC./ PNL NO.: 12061C0070 J : W.E.H. 08/01 /18 ADDED SITE LEH CERTIFICATE OF AUTHORIZATION NUMBER CL.5. 73G4O SURVEYING 8e MAPPING CC'J 1yIPANY B.D.R. 08/16/18 REVISED CONC. DRIVEWAY LEH 445 9TH ST. S.W. Unit,—'7' : 370 10/19/18 FORMBOARD LOCATION LEH VERO REACH. FL. 329�2 30 /j�;" PHONE: (772) 569-6680 04 12 18/ 10 1B 1e FAX: (772) 770-3446 1"=30' WILLIAM E. H YHUE25T vwrn PllO£ID ,ORIDA RID 2STRomI n 4L1ar pmn .IOB NO: j CCC+++ hayhurstls®live.com 18-768 `t 0u 4J AFL 30 Z W� — Z OW Ua Ua � O NCI 3z /14073 W 12005 COO.. / o R v J ✓1 y <i I s n yL H 0 0 w } 2 W � f ,14073` �12001� — /14073\ 11003 i FND. 1407\ 1.2000 ) N. LINE OF NW Y4 OF THE NE Y4 �L`�00.7 / ♦, �_OF THE NE Y'4 OF THE 5W Y'4 _ M iy FND. I.R. � 5. LINE OF NW Y4 OF THE NE Y4 OF THE NE Y44 OF THE 5W Y4 Nix o, C GO' R/W ) i SWALE T.O7— 589'54'40'E 302.37'0.B.) FORMBOARD LOCATION b EL =24.4' 10/19/15 SET T.B.M. ON P/K o� IN P.P. �7 EL.-24.00' - 10' DIRT ROAD LESS THE NORTH 60' oloa E Z 130 —�— 2B_ FND. GAP C4410 W ~ N Ow 30 z W ~ z OW W Z W J0 I < wW Z h4073\ 11001) �500.5 / N 182 3' r ,1 of N Nbq*55'05'W 302.`)5' /- , /1.4073\ ( 1.1002 \500.81 / 4' G.LF. 4.O'N. 73'W. V- } N d' 1—I Q 0 I.() FND. GAP -- C441G> �8 08 (9 LEGEND OF SURVEY ABBREVIATIONS LENGTH A DELTA ANGLE L. A/C AIR CGN➢ITIONER >a LIGHT POLE AVE. AVENUE M. MEASURED AVG. AVERAGE KK MANHOLE B.B. HEARING BASE MAW.L. MEAN HIGH WATER LINE B.M. BENCH MARK MON. MONUMENT HLK. BLOCK MILD NAIL L DISK BOULEVARD N. NORTH C. C. CURVE CUR Na NUMBER C.H. CHORD BEARING AIC. HOT INCLUDED C9.S. CONCRETE BLOCK GJLW. OVERHEAD WIRES A STRUCTURE CHORD DISTANCE PG. Px. PAGE PARKER KALOR NAIL C,LF. CENTERLINE CUMIN LINK FENCE P. PLAT C.D. CHORD DISTANCE P,C. POINT OF CURVATURE CJL CONCRETE MONUMENT P.CP. PERMANENT CONTROL PO C,MP. CORRUGATED METAL PIPE Pa. POINT OF INTERSECTION COMIC. CONCRETE Pl. PROPERTY LINE C.R. COUNTY ROAD p,M. POWER METER R. COURT P,p,H. POINT OF BEGINNING C/S CONCRETE SLAB PAC. POINT OF CGMMENCEMEN' DERNER PRC POINT OF REVERSE CUR D.. DEED PRJL PERMANENT REFERENCE D.B. DEED BOOK PROP. PROP. PROPOSED POWER POLE DEP DEPARTMENT OF RAD RADIAL OR RADIUS PREECTIDI VV RIGHT OF WAY CST. DISD"T�AL S. SOUTH DNR DR DEPARTMENT OF NATURAL RESOURCES DRIVE SEC. SOFT. SECTION FEET E. EAST SR 37ATE STATE RIND -- Y EASE ' EASEMENT ST. STA. STREET STATION .i.� EL. ELECTRICAL SUE. STRUCTURE' `. UCT W ELEVATION SUB. SUBDIVISION � CAW (EDGE pF WATER TJL TEMPORARY BENCH MARKZ FF. FINISHED FLOOR I. UJ FND. V FOUND FIF RE H DRRANNTT Tag. TOP TOP OOFGBANK W TOP0. TOPOGRAPHICAL L LIGHT � TR TRACT F LP. IRON PIPE TWSP. TOWNSHIP W O W IJL INV. IRON ROD INVERT U L D UTILITY L DRAINAGE o r/N FOUND NAIL U.R. UNREADABLE GOV'T GOVERMENT V, WEST v DR. GRADE ® WATER METER W •�• GND. GROUND WV WATER VALVE Z W HORL HDRIZONTAL �7 COMBINED LOTS 'W Z H.P.IGH POINT H.Y. HEAD WALL 0W u F W O 4i /14073'N 11001 i \500.9 / EXISTING WELL LEGAL DESCRIPTION- MONUMENT THE NORTHWEST QUARTER OF THE NORTH EAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 7. TOWNSHIP 34 SOUTH. RANGE 40 EAST. ST. LUCIE COUNTY. FLORIDA. LESS THE NORTH GO FEET AND LESS THE WEST 30 FEET THEREOF. CONTAINING 1.89 ACRES MORE OR LESS 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS —OF —WAY AND/OR EASEMENTS OF RECORD. 2. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW NAMED INDIVIDUALS 3. LEGAL DESCRIPTION SUPPLIED BY CLIENT. 4. SQ. FT. OF HOUSE (IF SHOWN) SUPPLIED BY CLIENT. 5. NO STRUCTURES OR UTILITIES THAT ARE BENEATH THE SURFACE HAVE BEEN LOCATED, 6. ALL SET CAPS LABELED PSM WEH 4416 ARE SUPPORTED WITH AN 18" LONG #5 REBAR ALL FOUND CAPS ARE A 5/8" ROD WITH A CAP AS LABELED ON SURVEY. ALL FOUND REBAR ARE A 5/8" ROD UNLESS OTHERWISE NOTED. 7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED UNLESS OTHERWISE NOTED. 8. BEARING BASE ON NORTH LINE OF PARCEL 9. ORIGINAL SLC BM: HEATHER EL.=22.64' NAVD 88 10. ELEVATIONS (IF SHOWN) HEREON ARE BASED ON N.A.V.D. (1988), UNLESS OTHERWISE NOTED. CERTIFIED TO: BRETT HANCOCK THIS SURVEY MAP AND REPORT DR COPIES THEREOF ARE SURVEY TYPE FLOOD ZONE: X NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED BOUNDARY TOPO. DATE: REVISIONS: BY: PNL N .: DATE: 070J 2 SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. HAYHURST LAND SURVEYING INC. / PNL NO.: 12061C00 0 J CERTIFICATE OF AUTHORIZATION NUMBER CLA 7364) CHEOCED BY: W.E.H. 06/01/18 ADDED SITE LEH SURVEYING Se MAPPING COMPANY DRAWN BY: B.D.R. 08/16/18 REVISED CONC. DRIVEWAY LEH 445 97M ST. S.W. Umit-7 FIELD BOOK: 370 10/19/18 FORMBOARD LOCATION LEH VERO REACH. FL. 32960 PACE No- 30 PHONE: (772) 569-6680 DATE PREP: 04 12 18 1o/Is/la FAX: (772) 770-3446 SCALE: 1N=30' WILLIAM $P, YHVRST nwTm rnormenxoxRAn 6wirn svaBvnmoie r DIAPPIDR hayhurstlsOolive.com JOB NO: 18-168 !'LORIDA RHOS♦S11AT10M NO HSa A, •