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PRY-PERMDEM REF E NDNltpli <br /> E/P-EDGE OF PAVEMENT .8.FIRE HYDRANT a CABLE PEDESTAL •\ r-1n• w <br /> m TELEPHOE PEDESTAL ■CATM BASIN SCALE: I• -20' A-a•IS <br /> o SEVER SERVICE O SERER MANGLE w <br /> urr- •.RATES VALK GO"TER METER <br /> •,� -P-• <br /> .3'E,-LIG1T POLE LAKE <br /> LOCATION MAP: a <br /> )NOT TO SCALE) �'' I '• -WATERS FDTE <br /> F-ID 1'%1 CONCRETE S Be Ib.3J' <br /> CURVE DELTA ANGLE RADIUS MC TANGENT CHIOpD CHORD eEMINO / MONI.AENT fP YI a \ Ir.71' • FOUR S/$-IRO <br /> C I IP IS'09' 210.53 <br /> • 89.29• 18.70• 89.2]- N Spot-21-7 \ • \ O FOUO S/I'IRON ROD A 3809 CAP <br /> C 2 11.11'33' SJ.09' 60.13- JI.OS' SD.1!' N 6S SJ'11'R ^ -}f�\ -{A•RDD i]BOB W ET S/$'IRON <br /> C 3 60.17'30- IGD 103.28' 58.07' 109.44' N by 06']1'7 ` "{e <br /> C 1 53.11'10• 130.09• MSB-26' 75.11' 181.81' NOT '36'11 •-}F• \\ ROD a 3008 W <br /> C 3 6p 17'JO' 125.00' 1]1.51' 72.50' •125.5!' N 6p De 'R Pon <br /> T1�O"OF ..•Fr/0 +V.•• �` <br /> C 0 2C <br /> Sr. . <br /> 173.00 D1.32' 16.3]• 80.18' N IY 3$•33 O.IIP 4� TO BE <br /> C 7 6.86'31' 1073.3!' 125.0]' 62.18' 131.96' N rl'1!'OD-W RFlEARm-18'• • \ {S' <br /> G$ s•Sz'IT 107S.s3' I10.S0' SS.JD' 110.0' N a5.21'1TR TRACT 'A' ' �S'•F-^ \\ RAlI a FENLE f BACR LINE A SET s/s•IRON }• <br /> C p 6.11.51• 1123.55- 133.31- 66.71' 11015' N 75.43'11'N (FEIR PLA 1 ROD i]BOB <br /> C 10 r00•p 1128.55' 137.12' 68.60' 137.31• N a•0.03•r WINDSOR PLAT 22 PD \ \ {e'' WITHES W <br /> 10.°0-NORTN Lu (n <br /> /LATBOOR 16.PAIS 56 \ \ O <br /> INDIAN AIVER.COUNTY.FLORIDA n' F- <br /> ' � \ C/0 \\\ •R.•1-a: � L) 9.18 <br /> SURVEYOR'S NOTES: .16-CLEAN (n <br /> c \\ O '^ W <br /> 1.ALL SIMMO NS SHORN MASON ME IN FEET AND DECIMAL PMTS THERE / N \\\ �•• I�-qR\\\ f o.n nK uLL V o F w <br /> TTEE %¢ J P Ar <br /> OR 544E PLiAT"�ALL O`THEEiEMIMW 2P ARE RM NINE I1EAEµTO,\•AS <br /> \ \ <br /> J.A09ITIONf OR CQETIONS TO TRIS YM OR REPORT eT OT{IEII 2�� / \\ BUILDING SETBACK LINE • <br /> SIUIIIa PMTT OR IARTi ES ME PpaNI SITED rI T1UgR TIE rRITTE'N PORTION a EMENENr / LOT 5 \ 1WIND$DA IwOtEDIa <br /> CONSENT dF THE$IDNINo PARTY 011 PARTIES. To Be REIl'A!ED *• \\ 1 O <br /> 1.NO EXCAVATION WAS DONE BY THE SURVEYOR TO DETERMINE THE LOCATION IYACANTI \ I <br /> OF TIE UDEAUUNO FOUNDATION OF TIME BUILDING OR AULDINOS SROM <br /> 55..BOENCH MARK 13 SANITARY"'MOLE IN FROM OF LOT 1.ELEVATION 1.55 PAM L/�W ryry \A'*`50 �� Q W <br /> NORTN AMER ICM VERTICAL DAIR.a. IDB$ADJUSt1ENT. 5}, 5zlIFc�^2yRL�p,p�Rq� 0.05' • L.�ppaa���[r74 u ��66��A,,���'\ Z Q <br /> 3yyY1 �p;Ly'e-��p�g1�I>�®'!/r tl l�-7 a��S• Ate • j ® ¢ <br /> -LEGAL DESCRIPTION 6 ®�e B''•• -}AN I I <br /> LOTS 1 AND 5.NAD$23.'WINDSOR PAW IV PD.ACCOADIN$TO • I I I 8e er tmVSo TIu I•T1e <br /> TTSEE EUILTITHE <br /> REfE.OR155AOFR AAIµAMYILA _X"COUNTY.FLORIDA• I.OF � 1I I ,B <br /> FOUR 1•%/' 1,/• o� LOT 4 I I8go is <br /> MCCyppcy MOMENT CONCRETE RNADSE 1 IN MOR • I I ` IVACANTI I I R d�Tlo <br /> THE 0%P YD WE OF THE LAND It RESIDENTIAL.M MINI" (Ppm) SSS <br /> RELATI Ye DISTNMCE AC AN FOR THIS TYPE W$dSDAny SURVEY LJ L: I ° j LOT 3 <br /> IS 1 F09I IN 7.500 FEET eNICM WAR MET-IM THE CASE OF THIS <br /> SURVEY. *� hb ICU <br /> mOCnFOIESD)) <br /> -DATA$00M • - i I �4� '• I ...G. �IMIM P4o6p <br /> THE DE$G 1PTION WAS PROVIDED BY THE CLIENT.AO SEMCM OF THE II r •SES How �'•:• IL'f j - •w <br /> PUN.Ic RECORDS WAS MADE BY T"1t OFFICE TO LOCATE THE"ISTENCE <br /> 0°F11 EAR <br /> REPREDRAT ELRESTR1CT1 o"S MY PROVIDED BY THE CLIE"r • gyp • // ge <br /> -MEASUREMENT METHODS .� 1 1 � �'� / • N 'Wii <br /> NL EWIPMENf Wm IN PEMORYINe THE FIELD WORN ASSOCIATES • 1 • _ted t �9 dlNo Z <br /> WIT)TRIS VIM <br /> URVEY RAt T:fTEU AID CALNMIED.111 WNA.R I <br /> PERFOMINI WI TN M ELECTRONIC TOTAL STATION RFADI NO DI RECRY <br /> TO A MINIMUM OF&A <br /> SECONDS PER <br /> ANGLE 7575 A DNTANCE ACCURACY <br /> OF I PMT IN 50.009.ALL DATA SM RECORDED WINB A FIFLD DATA Av <br /> COLLECTOR AIO COIIYENTIONAL FIELD NOTES.THE <br /> SARDART rAD "� \ od fie'• I I <br /> /ERFORYED RY UF�TI AS A QOfED GEOMETRIC FIGURE AND AHY SIDE <br /> MINES <br /> DDIE W MIO A REgROANCY OF MEASUREMENTS. • <br /> -LIMITATIONS '\ <br /> PROPERTY LIES IN FLOOD 2OW,'AE 7".SOMAS-TO WP N•. •\ \ \ I I LA1D$W O <br /> 1 20 IMUS H.DATED:DECEDGER 1.2012.COMMUNITY PANEL 120119 '�• <br /> 010 S/p'IR0}` 'N'• <br /> .00ADARY INCONSISTENCIEA '� T8 IN i 3909 CAP I w 'ee <br /> MONS \ •'WR Q •' <br /> -APPARENT PHYSICAL WE \N. in o .}FAM <br /> ID I I 0C^N CETE 'p•.� <br /> VACANT LA �I ,\ <br /> -EASEMENTS - FOUO PX MAIL2s'BUI LDI N <br /> -------- <br /> POINT OF •\ B ssEnACF L1XE�,.� I <br /> AS SHSFM AND MOM HEREUR <br /> ON CURVATURE .\ \ I • oRARM <br /> -CERTIFIES To: ------ }w----_�-_-- �^ ET sre'InoM OW <br /> FRANK P.Sp0lEM i <br /> '\ 10'MIL1TY MOMENT K.,� nDO i 8909 W <br /> 'I-TITLE INSURANCE CN'AN, <br /> f MICHAEL J.HANLEY.ESQUIRE • dU <br /> \ SET 5/1' IRON X 09•M'M'E 112.90' DA <br /> /]�• )ROD i]900 W 2-27-IJ <br /> -DATE OF SURYEY: FEMUARV 26.2013 O"SB\-\_\ • aME <br /> THIP 3UAVEY IF HOT YAL ID WITHOUT THE 310NAM E AID ORIOIML \ ENCINMR 11-M• <br /> An SEAL OF THE FLON IDA LI CEMED SURVEYOR AND MAPPER FARO IX"AIL /,3 _ <br /> -REL9r. ., y� __ - __0RIS_� T�.LIB�.�4.._ s_N e9_�1_H �E02�Y�_.�Lu.. -_-_�_ PCy 9]_JJ. 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