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HomeMy WebLinkAboutBoundary SurveyPOC 1=, SWCORNER. LEGEND LDT "A-," DESCRIPTION o=30°39'24" I� FND IRC 4286 R=85.00 I� ND I SOUTH, x 01 EAST) A = CURVE CENTRAL ANGLE ® N63'44'39"E - A SINGLE PARCEL OF LAND BEING MORE PARTICULARLY DECRIBED AS FOLLOWS: R = CURVE RADIUS L=45.48 27.73' L = CURVE LENGTH a x P B - CALCULATED O (roPAR EL WITH LOT "A-1'', SECOND REPEAT IN SOUTHERN OAKS ESTATES, ACCORDING TO THE (c) tia o N PARCEL) TRACT "A" PLAT THEREOF, AS RECORDED IN PLAT BOOK 42, PAGE 36, OF THE PUBLIC (P) = PLAT RECORDS OF ST. LUCIE COUNTY, FLORIDA. POC POINT OF COMMENCEMENT op ©� 19'ZcoiS °° Ilia. (vgcgrvr) TOGETHER WITH: POD = POINT FOUND OF BEGINNING +'Ara ,L^� Q P q\�1 g 9 �c„ O°F5 2 Gov 6 F TOa POB POND FINISHED FLOOR ELEVATION / ,�F, �� �'�" TOGETHER WITH (LESS AND ExCEPT A PARCEL OF LAND LYING WITHIN TRACT "A SECOND REPEAT IN SOUTHERN FPE FLORIDA POWER AND LIGHT `\�*� 00' + ^ L� i9�>'8?Z PARCEL \ roB PARCEL) OAKS ESTATES; 'ACCORDING TO SAID PLAT, BEING MORE PARTICULARLY DESCRIBED +!- = PLUS OR MINUS �P���_ 6 N0072'S8"W Soo tz'sa"E IR 5/8" IRON. ROD R ��� + .� F : S00'12'58'j 126.92 42.96' P 6 s AS FOLLOWS (2)'praa B IRC>. = 5/8 IRON ROD AND CAP `, ��e. - �•Ej3' + ^�� N00'12'58"W : Z o '&b FOR A POINT OF REFERENCE, COMMENCE AT THE SOUTHWEST CORNER OF LOT SF (� L� W <�NE (. 4` EAST, A DISTANCE OF 7.7 = SQUARE FEET / O� JrLtJ R/ tas.33 ro00 LESS AND A'a� 0 "A-1" OF SAID PLAT; THENCE NORTH 63 4 39 S E 2 3 CM CONCRETE MONUMENT S P I�1 FND IRC 3333 tP� 15"� P EXCEPT PARCEL) r FEET TO THE POINT OF BEGINNING. PKD PK NAIL AND DISK "OPT oO1' EAST)' / 0- p°SOUTH6 �00cO-roR- P.L.S. PROFESSIONAL LAND SURVEYOR I` O `6 � 0� ! G •.�O + FL OD ZONE AE-5.7 .-o , THENCE NORTH 33`21'55" EAST, A DISTANCE OF 105.56 FEET; THENCE SOUTH �r �P� i �p�Q 22: to 30" ,�' r N0012 58 W FND IRC 4286 LB =LICENSED BUSINESS G. `G y-0 y FLOOD ZONE X 72.72 (o.z SOUTH, 00°12'58" EAST, A DISTANCE OF 59.41 FEET; THENCE SOUTH 63'44'39" WEST, A P.B. = PLAT BOOK �W,��� �6$ 0.1- WEST) DISTANCE OF 64.98 FEET TO THE POINT OF BEGINNING. - SF _ - SQUARE FEET �. x� !, +13 13' � -. - - T P01 OF TANGENCY V` 28 A LESS AND EXCEPT. R W= RIGHT-OF-WAY a a 3 0`' + n „ 14 � h m 1fi rn A PARCEL OF LAND LYING WITHIN LOT "A-1 SECOND REPLAT IN SOUTHERN PRE = PERMANENT REFERENCE Mor1u ENT * 5 6ry zx U.E. UTILITY EASEMENT + OAKS ESTATES, ACCORDING TO SAID PLAT, BEING MORE PARTICULARLY DESCRIBED LOT 36 � z7' n� AS FOLLOWS: 13" ,,�. 5.� vz OD TOB = TOP OF BANK P.U.E. = PRIVATE UTILITY- EASEMENT / + O° g <� � OD FOR A POINT OF REFERENCE, COMMENCE AT THE SOUTHWEST CORNER OF LOT 0 SET IRC LB 7056 ' h� to" 5 rn bcLIT x "A" EXISTING SEPTIC TANK +rO t3 ,y + 1a 00° TRACT A "A=1" OF SAID PLAT; THENCE NORTH 63'44'39" EAST, A DISTANCE OF 92.71 OO �� 12 16 PROJECT BENCHMARK c (VACANT) FEET; THENCE NORTH 00`12'58" WEST, A DISTANCE OF-186.33 FEET TO THE ® = EXISTING WELL } 1s" TOP OF IR&C L67056 POINT OF BEGINNING. ©. = PROPOSED GRINDER PUMP/LIFT STA110N p 15" 12" EL = 5.41' (NAVD 1988) - - CONC = CONCRETE LOT..35 +� 296.56 FND IRC 3435 J THENCE NORTH 89'48'10" EAST, A DISTANCE OF 29.97 FEET; THENCE NORTH EL = ELEVATION ^° (0.3' EAST) I 00°12'58" WEST, A DISTANCE OF 72.72 FEET; THENCE SOUTH 45'00'00" WEST, A O = AT&T PEDESTAL +� 14" „• k 4.42 ( h6 LOT 34 "� 3' iz.. (2) 29"19 k6 0 DISTANCE OF 42.23 FEET; THENCE SOUTH 00°12'58" EAST, A DISTANCE OF 42.96 ;} = LAMP POST 0�2 5 29'(� 14" 10" �ti +6' Fh FEET TO THE POINT OF BEGINNING: �� h6 ' TRANSFORME PROJECT BENCHMARK `Try �1$' , "� (2) 1s',to". V ry14' + PAD • V7 O`O+AO� M? 22 +6`� +� FND IRC (ILLEGIBLE) TOGETHER WITH: a�° = EXISTING ELEVATION k 24 TRACT "B", SOUTHERN OAKS ESTATES, ACCORDING TO THE PLAT THEREOF, AS = EXISTING OAK TREE LOTH ° 6913" 22. 2" 12" FND hm� 6rk. 1a" x 22" N + + ' FND IR (No ID N00'12'5$°W RECORDED IN PLAT BOOK 30, PAGE 18, OF THE PUBLIC RECORDS OF ST. LUCIE .` = EXISTING PALM TREE 6A °Ao h m1 13 �0 cp 2 � 12 � "� � o g3 (a.r SOUTH) 80.00 COUNTY; FLORIDA. V�1s^ a.81 EXISTING PINE TREE N05"22 26' W ,+p „ + p`b. + O (fj, 'cD-+6 '`r2',< g�� +y� t3'.. x + ( VJ _ - 7°48 43 E 13' e' ti + 0 _ 42 N3: - 5r " 6. .. D - G . 4 , 6, E � -CATCH BASIN 9 29.26 5 'I 1z.' 11 � '+y,s � 6 + 1s � N to" ^PROPOS G. OR\NE -x = 4' VINYL FENCE 5nj6 . S3)R ,2" � 06+�z7" FLOOD ZONE.. X 16" k. y. j%4°P'�° �VE rp ° 60. . , * + v .. + * + O WALK -o- = 4' CHAIN LINK FENCE 5 NAVD = NORTH AMERICAN. VERTICAL DATUM 1988) n "-,�Gj 2� S?843'�} FLOOD ZONE AE-•45,7 23" 15" 14" x +4. •l 10, - `L^ 6' �', dig 15" 1^ 2 16" �J pN �6 11" ^ + �r1; co loll G17"+ 6 g5 + a� LOT 23 ryD� g. \,o' +6, tt 'o. 101.A� ,. a �t + IV' I �� 'I^J 11 O - 'L� +� )(C1 +h °` +h\- A,9.4'^.+ xPROPOSED VVhl31 (3)27"23"�21"yD,. UP + Lv,I.COVEREO PORCH Im ri CONSERVATION (PRESERVATION) EASEMENT ',,.. GARAGE 16' 1T 10" 31" 11^(1 4tss N1s.5. 15" , 3" 1.. 6.4 �= 16.7 116.8' _ SOUTHERN OAKS ESTATES) O, ro' is PROPOSE CC1y.. 40" 721.9' = hart \ g<'s FE = 8.59 11^ 13.1coc, x y. 31.3 ' Cp {PER PLAT OF SOU +p w O t2' 6 }°` ia" 10° w EXISTING sONC N_ 159°I3" 15 00 0 : W COVERED. n 1L n^ IN PORTE RESIDENCE �1^ ,AB � \ kp + 12" �.�A !Zl 15". 13' (�'� (2) 23",15^ .. I�w COCNERE EXISTING. OL F-q_:..... VI !',�J 6 r-, 3" 1 +�((O'h '.-] `-1t1'v" W nJ I-____ 4.6' FFE = 859. �( V +J 6' cJ S1J + O tlp1P �D, Dv O 21.9' $ m --60.Z `Q ' 1 ' COVERED ' TRACT;. ,0 m o o h �. " + 3" o - - GRAPHIC SCALE 0 6 'O' Cf3(b° n' 12" + + '3 CO y .4, n6,'3 y "lfJ. SETBACK rRONT SIDES CNR d ►G� + 1Y.0 + 1-t)' g^1i^ + } m0 r;I : PATIO 40 0 20 40 80 160 ��r,"r) �Q, S 99 24" �D �('�12" Er nJ n�A - nz �_I Im � LG' V O. x`� �^j *�j. 15, �V.y + ++433 +�. mo �$---'7--- m ( IN FEET ) 3 inch = 40 fL. C !((0 to NOO°02'55"E z z 130, 79' CA Co - - - -- N (0 - N DO rFi N 22�g2'„ w 16g q' SURVEY NOTES 1. THIS SURVEY IS NOT VALID WITHOUT A SIGNATURE AND ORIGINAL EMBOSSED SEAL OF A FLORIDA PROFESSIONAL LAND SURVEYOR: 2. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR AGENT. 3. THE LAST DATE OF FIELD WORK (FOR TRACT B) WAS JUNE 1, 2020 (F.B. 19-258/70-72). 4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART OF THIS SURVEY. 5. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERN MOST LINE OF TRACT "B"; BEARING N89°48'10"E, AS MONUMENTED. ALL BEARINGS ARE RELATIVE THERETO. -6. ALL BOUNDARY INFORMATION SHOWN IS PLAT AND CALCULATED UNLESS OTHERWISE SHOWN. 7. PROPERTY LIES IN FLOOD ZONE ' AND "AE-5.7", PER INTERPLOATION OF MAP 12111CO276 K, DATED 2-19-20. FLOOD ZONES SHOWN ARE INTERPOLATED FROM THE MAP REFERENCED HEREIN. 8. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, SETBACKS, RESERVATIONS AND RIGHT-OF-WAYS APPEARING IN THE PUBLIC RECORDS. 9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES iS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 10. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NAVD 1988. i CERTIFIED TO: HAROLD G. MELVILLE AND CLAIRE S. MELVILLE RICHA D C. LAVENTURE FLORIDA PROFESSIONAL LAND SURVEYOR_279 S03'03' 16 "W 881- 06' 14 21+ 20t4" 12 +�� 1,M. 1b,. 17^ 4+8g (2) 17°.26" EPIOSaG I 3' 12 6 ^ . Oa' 21' 15" o- 5.67 12" 11.1 18 1`L ry h6`. 0� SCREENED g p,. ,� 4) �1 �. N. CONC DECK 17 c70 ' 13„ W a }+,y. wo^ +++ I 5 r �tP ^W b1V x 4.95 a g 13" a "� +a`L o -I ro. + ix rO - m o FLOOD ZONE AE +5.7 FLOOD ZONE X 13 p$\4 + 14" + * +N 6 3 N,0 cN o +5 x 5.02 $1 z7 15" a� ^� a5� (Die" + I .5 ^ m + N�cT2" + 0 g + ..� oyA +f x S2 �N9g. x.398 14^} �� + 1s ^ ru `x'2 O ap, - 7g 38; 12 Oyry 22 78^f, 14" +p�. i vip. a 38A+4V \ ° �° Lap22" 0 7 m + 0 ah x 4.54'S,� o�15" +'y a (�(z) to",zt'. 6 Frvo IRC 4286 'S + p b- �+ + 6 (0.1' WEST) =I + 7 +� ' °' S06'02'38"W o+ p�12 +g� 2,� �� S02'45'31"E 37.47' S15Z�, SURVEY CONTROL LINE �-;4 + °` 74447 - - - -�n - -/7- ' (SURVEY CLOSURE LINE) FND IR.(NO ID) �068 W S03'44'03°W °ry + 2 ��h tz" +� 01 NORTH _ 77+51' * y'i + 12 FND PRM 4266 ( -r ^j - �j IOA NORTH) 0.1 WEST) w .FND IRC 4286 +.. ��� tx� �6 m (0.2' WEST) + + �\6 ° +�.. +ry. _�-- EDGE OF EXISTING �,LO Q�QQib�\� VEGETATION LINE _ - _ CONSERVATION (PRESERVATION) EASEMENT Oc�40 (PER PLAT OF SOUTHERN OAKS ESTATES) e�OG oO + 'o, o pQ GF �ti. - _ I Q GPRaSEO�A F NORTH FORK ST. LUCIE RIVER PROPOSED GARAGE DETAIL NOT TO SCALE BOUNDARY /� �% - R E V I S 1 0 N S BY DATE B OUl � D,E�,,R 1 SURVEY AND TREES : ..MWH; 6/04/20 ADD TOPO MERGE ADJOINING PROPERTIES JOE M 7/13/20 PREPARED FOR ADD PROPOSED GARAGE & DRIVE JOE M 7/23/20 D T ADD FLOOD ZONES JOE M 8/25/20 HAROL & CLAIRE MELVILLE BY DATE FIELD JPH 3/13/20. CALCS MWH 3/12/20 DRAWN. MWH 3/1.6/20 CHECKED RCL 3/16/20 FILE REF FIELD BK/PG 12.2105 GPS APPROXIMATE LOCATION OF WEST SHORE LINE LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING LB 7056 2552 PETERS ROAD, SUITE D FORT PIERCE, FLORIDA 34945 (772) 398-6430 PHONE (772) 398-6426 FAX Ed FND IRC 4286 (0.1' SOUTH, 0.1, WEST) TRACT "A" (VACANT) I IRC (ILLEGIBLE) (0.1' WEST) DATE:.3-16-20 SCALE: 1"=40' JOB No. 2.0.3416 SHEET 1 OF 1