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HomeMy WebLinkAboutD O H APPROVED BOUNDARY SURVEY,I. A PARCAL OF LAND LOCA�m IN TIM WE 1/4 OF THE N8 1/4 OF 9971ON 6, TOWNSHIP 33 SOUTH,iRAN'GN 40 EAST, SHEET 1 OF 2 ST. LIICZE CODNTy, PL07LiDA, ' >lEINO lIORY "ARTICUbARLY DESCRI9E0 AS FOLLOWpi ,aJS'RESIDENCE RlOIIN AT Tm NORTHWEST CORNER OF THE INTERSECTION OF TRB ; iMBRIDGE MODEL `' JUGNT-OP'-'HAT O8NORTH! 430 NTREST AND AVEM pi TRSNCS RUN NORTR ALONG Tn IMST LINE OF NORTR 43RD STREET'134 PERT TO A POINT) TRUCE TCX EUN AOt1TR VARALLRY, WITR 8XTD RIIIRT-OF-VAYTLINN OF 43RD STR' R�RT II 134'WERT TO THE NORTHIRIGHT-OF-14AY LING OF AVENUE Q} IUKNCR TURN ! A1QD R>?t7 ' T 130 FEET TO POINT or )sgeINNINQ. Im � ._ AVA/LABLEF �9GREEQ.AF A r INSTPALEAT129 AREA UNOBSTRUCTID AREA AVAILABLE AVAILABLE FOR SEPTIC {�� ' 9 Ox' - I FIELD SCANNED 1 VACANT.. �7 B� 8.7,E WEST: , 150.00' (D&M) St LUCIe Co U . ty -�_ 8 -B.B► 25.00' P&M� .261 EXISTING;,•`; - WELL FD. #4-REBAR LUCIB County" meaun Dept 00 PROPOSED CAP ErwironmentaI Health Section N WELL Site' Plah, Approved. for Construction Superc e�iious Site la r' zz."7' O. DS# at` ,Cr OCCUPIED'' I eviewer ' F.F.=11.49' M . o 0 .. '.f = .. 0O L ' 33' i N N � - 9.01 M PRSPOSEb 4 ©EEROOM E DENCE..1:995 = F r� 1 Irn SQ. r--, r .v� rn• PRO OSEIS a- 16 13112 3'�10.7!� DRI.�EWAY. 9 7 4 �►,� PR -OSED • PTt -•: 6 TAN I' EXISITNG SEPTIC 240Q SQQ FT. GREEN'. C, -' FIELD AREA AVAILABLE �* FD: #4 REBAR FD. i0REBA .: NO CAP NO CAP 8.6' 8.4. EAST 150.p0'(D&M) od Ian. 1 aspha t pavemen 9 691PUBLIC R/W-OPEN 10.00'l C/L AVENUE Q BE.- CHM1RK=PA(NEED RED "X" ' LE V - 0.001. ASSU MED SETBACKS, LOCAT1G S & CITY Sr=l1l�ER�& WATER AVAILABILITI S TO" BE• VERIFIED SV CONT14ACTOR' = PLOT PU1N 3 TOiO SURVEY _ ©OUNDAHY SURVEY9OARD SURVEY ❑ = AS•SUILT.SUAVEYor=ELEV. ARE ASSUMED ,11=ELEV ARE N.G.V.b., 1929 DATA LEGEND: D = bEEb C = CALCULATED';- 3 , .X - EXIS1�FiG itaRADE RO..= PRORATION DISTANCE. , M = MEASU DISTANCE P, = PLAT, DISTANCE i P.C.P. PERMANENT CONTROL POINT" P.R.M. = PERMANENT REFERI=NCE MONUMENT .* ELEV, = t:LEV�TIONS CONC. = CONCRETE I MOH. =MONUMENT C/L =.CENTERLINE " FD.,=.FOUND:•• N.O,V.D. "NATIONAL GEODETIC VERTICAL DATUM F.F. =FINISHED FLOOR - OF RAN =RIGHT WAY :.P.C. = POINT OF CURVE-`P.R.C, = POINT OF REVERSE CURVE P.T: = POINT OF TAfVGENT C.M.P. _. CORRUGATED METAL PIPE i t• C CHOFjD I CB CHORD BEARING ,• ' - BEARINGS HEREON ARt REERFIED TOIAN ASSUMED VALUE OF EAST FOR THE_NORTH RMV LINE OF t ' A�FAIIBEARING'IS IDENTICAL WITH THE PLAT OF RECORD. • NOTES LANDS b��IOWN"HEREON WERE NOT ABSTRACTED FOR EASEMENTS ANb/OR RIGHT-OF-WAY OF RECORD. j NO SEARCH OF T E PUBLIC RECORDS HAS BEEN 9VIADE BY THIS OFFICE FOR ACCURACY OR OMISSIONS. C NOT VALID WITHOUT THE SIGNATURE'AND THE_ORIGINAL RAISED SEAL O L OF A FLORIDA LICENSED SURVEYOR'AND f�IAPPi� DDITIONS • " OR,DELETIONS Tb SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS-PROHIBi rED. WITHO T RITrEN CONSENT OF THE SIGNING PARTY OR PARRTIES. THIS SURVEY SUBJECT TO EASEMENTS & ALL OTHER,MATTERS OF _ RECORD.AS RECORDED,` WHETHER SHOWN ON SURVEYOR NOT THIS SURVEY NOT TO BE USED FOR FENCE INSTALLATION, OEORGE M. AYLOR; JR. SPRINKLER SYSTEMS, SHRUBS OR ANY OTHER UTILITIES WITHOUT REGISTERED LAND SURVEYOR, FLORIDA CERTIFICATE #4015" " - REVERIFICATION OF PROPERTY CORNERS. I SIGNATURE DATE:- 12-3-98 1 SCALE 1" - 301' JOB NO. 11085-98 A�L�� CHECKED BY GMA FIELD S.K. NO. I i LAND SURVEYING ` DRAWN BY CGM 4933 S.E. PINE KNOLL WAY, STUART, FLORIDA 34997 = = MAILING ADDRESS REFERENCES FIELD WORK DATE 1 -18-98 33613 S.E. TRESSLER DRIVE, STUART, FLORIDA 34994 - - OFFICE DATE 12-3-98 TELEPHONE (561) 287-0664 FLOOD ZONE "X" REVISED- -2- -CH'A G 0 SE REVISED-3-18-99-CHANGE HOUSE RFV ISEfl-;-79_go_rt�nnir_c nn i vrl.fAv