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HomeMy WebLinkAboutFORM BOARD SURVEYSHEET 2 OF 2 Y LOT 37 LL o m z BLOCK 26 o J o ►- - FD. #5 REBAR FD. 4X4 F F rn & CAP #LS3435 100.00' D 99 71' M CONC. MON. ►_- a 0. L�i 3 z ELI Y 40.00' (D) 30.00' ( } 70.001(p) Fcnol=�I N 540 12' 00" E Q m W p = NAPIER RESIDENC J w m o w w r FRAME TRADEWIN DEL D-J�ZLL0 Im W -0 w o o z Er LOT 3 LOT 4 x Qcn Vq U H o BLOCK 26 BLOCK 26 o�p zcrmz J'Z... }QWJ r " ?-O.W W dU) • , L3 3- J 3 W > d�- oZoI... �Zrt~i=ILL IS3' UOOILrr-i 5O •s ¢UwLwiFrF-�O'Z; 30' 11 • `+' >OWovoi Ww LT r 32.2 tL J �>r H W W e s to LOT 5• U_ U x F- o M l07 a o ,. .i ^ !..BLOCK 26 I- ►- Z. FQ 0.w LOT 2 z cn I-' �:z cn Q Er BLOCK. 26 z�owv , qq .� cn o = ov 12 M w IN PLACE FORM 18•7`� o - I _ cn W W " > ¢ o BOARDS. TOP OF ` QpFZo"a ►- Er Q �, a Cr " } a_ FORMS=12.54' oo SrANNE� WWQ QJX O - a. XIY H i pLL'O OiD � > H > 00 } Z }} o NLucie, �Ounty Z CO IrW.W t0 M NaZ3NJ �MMQU0 .. t 0 W " W W Y (.D N Z 2 Zp= 3 U W 2 N F- H �..JUtn NO%DO W mJpppppZ M O U z N O WO - • O. J W O m z-iLL S -a ��cnH �. LI -ririov¢iir� W, E i o o z o o °� a zQ'-FI-QLL r, I,I J Q O U O} Ja m F p F D-> COC'vilN%Nt 3 {. D �VELOPMEJNT Z LY a cn - Z Zap_ 5•. LUCIE CCUPITY, FL ¢w nV':' 01 LL r FR. #5 REBAR � ; FD.- 4X4. ; O Z Q O W M V F w 0 1 ON & CAP #LS343 , 66.00' P 70. ' P •. CONC. MON. "of- WOQF� m o w o z cn D o Lli 4 ' (D) N 540 12' _..00'=_.E'_ , .I.1.3.6.00' (D&M ) mc)Uz�w - I c� ixWX<O- oLLQ t _ W Er w J c> o a J?_IlCH-WETS-22 _97 ` C,.M. PIPE. 100! PUBLIC.R/W=OPEN" asphalt'payerrlent• WHITE CITY ROAD SETBACKS LOCATI W& CITY SEWER &" WATER AVAILABILITItS TO BE VERIFIED 'BY' CONTRACTOR = PLOT PLAN & TOPO SURVEY BOUNDARY SURVEY,XFOR� BOARD SURVEY ❑=As -BUILT SURVEY ELEVARE ASSUMED 0 =ELEV. AREN.G.V.D., 1929 DATA rEGEND:D =DEED C = CALCOLATED X = EXISTIRADE PRO. = PRORATION DISTANCE M =•MEASURED DISTANCE ` F=:PLAT,DISTANCE P.C:P.,=.PERMANENT CONTROL POIN% . P.R.M. = PERMANENT REFERENCE MONUMENT ELEV. ELEVATIONS CONC. =CONCRETE. MON. = MONUMENT C/L = CENTERLINE FD. = FOUND . N.G.V.D. = NATIONAL GEODETIC VERTICAL' DATUM F.F. = FINISHED, FLOOR • ; RAN RIGHT OF WPY P.C. = POINT OF CURVE P.R.C. = POINT OF REVERSE CURVE P.T. ='POINT OF TANGENT C.M.P. = CORRUGATED METAL'PIPE C = CHORD CB J CHORD BEARING . BEARINGS HEREON ARE REFERRED TO'AN ASSUMED VALUE OF ' S 350 48' 00" E FOR THE :WEST PROPERTY jam( LINE OF ' I 0 i A , RLOCK 96 _SAID BEARING IS IDENTICAL WITH THE PLAT OF RECORD. NOTES: LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHT OF -WAY OF RECORD.' NO SEARCH OF HE PUBLIC RECORDS HAS.BEEN MADE BY THIS OFFICE FOR ACCURACY OR OMISSIONS. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF' FLORIDA LICENSED SURVEYOR AND MAPPER. DITIONS -OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOU W ITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. , THIS SURVEY SU�JECT TO EASEMENTS & ALL OTHER MATTERS' OF RECORD AS RECORDED, WHETHER SHOWN ON SURVEY OR NOT.: - THIS SURVEY NOT TO BE USED FOR FENCE INSTALLATION, GEORGE M. AYL•'OR, JR. SPRINKLER SYSTEMS, SHRUBS OR ANY OTHER UTILITIES WITHOUT REGISTERED LAND SURVEYOR,-FLORIDA CERTIFICATE #4015 REVERIFICATION OF PROPERTY CORNERS.' SIGNATURE DATE:. 9-22-97 SCALE 1" = 50' JOB NO. 9723-97 AYLOR, INC. CHECKED BY GMA DRAWN BY CGM FIELD BK. NO. LAND SURVEYING 4933 S.E. PINE KNOLL WAY, STUART, FLORIDA 3.4997 - - MAILING ADDRESS REFERENCES FIELD WORK DATE 9-9-97 336B S.E. TRESSLER DRIVE, STUART, FLORIDA 34994 - - OFFICE FLOOD ZONE nX" DATE 9-22-97 TELEPHONE (561) 280-0664 120287-189- REVISED-11-11-97,FORM BO RD SURVEY EFFECTIVE-8-19-91