Loading...
HomeMy WebLinkAboutPROPOSED ELEVATION611 1 22 1ti� ti L=50,00 ' FoutiO4-"x4"C,.M• "M I YRM COG?4 11'�' hn� KE7Et�TIoN J t\ _ ,.I �' t�cz�A l5, o' L1L ANC I 9.5 o h R= 7360.40' 00'45'39 L=97,74' — LOT 49 ❑CCUPIED FIN FL 15.03 SCALE: 1 " = 20' r P.O.B. NOT INCLUDED R= 3476,521 ,,,Y" Q- 03011'34" L= 193,72' -_LOT 48 \ ArzGD_- - 4b Sam - 4.42l �LL I1� �^00 0 I - I ; PLATTED 6' U.E. I t�' `2,6i%. a `I l'24+ 1 a IVJG-UAjIooJ - — +� `- 7 50,00------------- ' N27003'45//W Q 01<1vE h N18` �'17"E 3 5. 0 / 0 .".._-weTt:rz � s��vl cE ti' �L.1NE ��ti R= 3276,52' = 01 a 55/25 L=110,00' • • • /N/1 .:.-N 1. '— 8015 PLANTATION LAKES DRIVE F7E1.lG{-I M bmil— Na�� a1 --� F_U0\16TICIO 10,6la b5�L7ME17 Gl-GVll7' oo NOTES- 1) BEARINGS SHOWN HEREON ARE RELITAVE TO PLAT AND ARE ASSUMED. 2) NO ABSTRACT OR TITLE SEARCH WAS PREFORMED TO DISCOVER THE EXISTENCE OF ANY EASEMENTS OR RESTRICTIONS OF RECORD. 3) ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929 UNLESS OTHERWISE NOTED. 4) NO BELOW GROUND IMPROVEMENTS, FOOTERS, FOUNDATIONS OR UTILITIES HAVE BEEN LOCATED OR SHOWN ON THIS SURVEY. D.R. official record book TRAM. = transformer pad P.B. = plat book P = plat P.G. = page C.B.S. concrete block structure F.P.&L. = Florida power and light TYP. = typical H = power pole I.R. = Iron rod PC.C. = point of compound curve CM - concrete monument R/W = right-of-way M = MEASURED R = radius P C.P = permanent control point P.R.C. = point of reverse A = central angle I.P. = IRON PIPE D = deed P.O.C, = point of commencement P.I. = point of Intersection ® = bearing basis Llne RP radius point O/S = offset P.O.B. = point of beginning P.T. point of tangency ASPH = asphalt L = ARC LENGTH CONC. = concrete D/E = drainage easement III = not field measured M.H. = manhole CL = centerline ESMT. = easement C.M.P. = corrugated metal pipe WPF = wood privacy fence U/E = utility easement ALUM. = aluminum CALC. = calculated R.L.S. = registered land surveyor CHATT = chattahoochee CLF chain link fence P.C. = point of curvature L.B. = licensed business ELEV elevation RR.M. - permanent reference monument GAr�iAl.tt� FoRMFjloptz•v5 3-2�1-1$ (=-oRM P�DA1z Z- i-17 o - MoF'oSG9 eL15V6TI V J r I t NORTH 29 NOT TO SCALE NORTH VIMAPTY gel/Ih�D n'%/, I' n AWL titi2 tit~ — -F � SE7 Yz n. R. + L,F!% &r70+ C YP►C.'A St r'c'.'�.�c�N�� O 0 6 nO' l V 3 f�Xly (I►J(e WE�4 LOT 47 ❑CCUPIED FIN FL 14,75 ('') / + i° "O\ ExkStN(� ��,r�fv�r� BY —,�- yEPfIG Lucie (;Dint%, r o 0 oo° APR 19 LEGAL DESCRIPTION LOT 48 OF RESERVE PLANTATION PHASE IIA, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 26, PAGE 13, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIO& TOGETHER WITH: A PARCEL OF LAND LYING BETWEEN LOTS 48 AND 49 OF SAID RESERVE PLANTATION PHASE IA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 48, SAID POINT BEING THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHEAST WITH A CENTRAL ANGLE OF 00' 45' 39" AND A RADIUS OF 7350A0 FEET: THENCE SOUTWESTERLY ALONG THE ARC OF SAID CURVE AND THE NORTH LINE OF LOT 48, 97.74 FEET; THENCE S 62' 66' 15" W 77.65 FEET; THENCE N 27' OS 45" W 50.00 FEET; THENCE N NG'S5. 15" E 77,55 FEET TO THE POINT OF CURVATURE CONCAVE TO THE SOUTHEAST WITH A CENTRAL ANGLE OF 00" 4V 21" AND A RADIUS OF 7410AC FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE 07.75 FEET TO THE POINT OF CURVATURE OF A NON -TANGENT CURVE CONCAVE SOUTHWESTERLY WITH A CENTRAL ANGLE OF 00- 49' 27' AND A RADIUS OF 3479.52 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE 60.09 FEET TO THE POINT OF BEGINNING. CERTIFIED TO, VINCENT MARCELLINO 801 S.E. 681 Ave., SNdte 101 Phorke 561-243-4624 Dekey Beads, FI 33483 Fax 243-4869 --- --�17mac-=-� " AUTHORIZATION NUMBER LB8804 FLOOD ZONE, IHEREBY TTHE SKETCH OFBOUNDARY SURVEY MAP NO., I ZOZ85 OZ&O J - 3HOWN ON THE STANDARDS OF PRACTICE SET FOR N MAP DATE, R J-17-05 /� ORIDA ADMINISTRATIVE Z' 1- 1 COD UANTT ECTI 27, FLORIDA STATUTES. NOT VALID DATE, UNLESS SEALED JOB NO, 4-I�7-O%7 WITH EMBOSSED � SURVEYOR'S SEAL BURGESS LS REVISED °jl( PLUPJ ^�-^4Fi"NCO 41 natJ aJ- G RW LSflStTsI,O G-`!-I Co W,6 104 f SI PTIG przBWF/Eu7 b-I Z &W-5 P.O.B. NOT INCLUDED +titi� R= 3476,521 ,�� Q= 03011'34" L= 193.72` 2q, titi� + Fouo�04°'x4°°G.�I. L=50,00 I \ I2' I L❑T 48` lay' P IzF--rc-NI107 j b�l;A is I El 17 o re -r LrJT9 N 1 I_ 4n7L WE61, I �� R— 7360,40 � 00 45 39Ld I Q - �, �a N N - o mi 4-(o Sa L=97,74� 11145 - LOT 49 ❑CCUPIED FIN FL 15.03 SIDES CND SIDE I REARS SCALE. 1 °' = 20' 2 2 tip' tit~ �,'f'�" o i E CD9,'5' Z I �. CD O o M a� cu ILL I 3 EXIy(In�(� wE�d LOT47 FolzM ���Rl�� , fops . ��. �,5 �r ��3 OCCUPIED I � % + � +'�• FIN FL 14J5 Ln J ;LO L() 0 8,34 1Z 3 S5' N, PLATTED 6' U.E. I - `z.bT'/ �' \ g2W 1� I ti 1�34 U LA + �r !r ni �TCp f D5f P' LF)I o .a a( N M IwG a7 Irs _ I 5p �'`ate � /1 1 \ 9,67 i 0 2 50.00 41 N 2 7 0 0 3' 4 5"W `Nn G N180 '17"E R 35.09`u R= 3276,52' A = 010 55'25 L=110 00' '�• , +, .._-__-_.— .a 1 LEGAL DESCRIPTION o ©' N- <' `L , d LOT 48 OF RESERVE PLANTATION PHASE IIA, ACCORDING TO HE PLAT THEREOF RECORDED IN PLAT BOOR 26, PAGE 13, OF HE PUBLIC RECORDS Of ST. LIICIE COUNTY, FLORIDA. TOGETHER WITH: • n ry . O;� .1d PA PARCEL OF ARTICULARLY AND LYING BETWEEN 48 AND 49 OF SAID RESERVE PLANTATION PHASE 8A, BEING MORE DES° O o AS FOLL BEGINNING AT HE NORTHEAST CORNER OF SAID LOT 48, SAID POINT BEING HE POLAR OF CURVATURE OF A 801 S PLANTATION LAKES DRIVE CURVE CONCAVE TO THE SOUTHEAST WITH A CENTRAL ANGLE OF 00'48' WAND A RADIUS OF 7360AC FEET; HENCE SOUTWESTERLY ALONG HE ARC OF SAID CURVE AND THE NORTH LINE OF LOT 48, 97.74 FEET; THENCE S 82. 66' IS' W 77.56 FEET; HENCE N 27' 03' Mr W 50.00 FEET; THENCE N 82'air 16" E 77.66 FRET TO THE POINT RADIUS OF 7410A0 FEET; HENCE NORTHEASTERLYE CONCAVE TO THE ALONG THE ARCAST WITH A �D CURVE 97.78 FEET TOoTTHE N�I� a��K t�v�TlnoJ A q r-T r A / � j POINT OF CURVATURE OF A NON -TANGENT CURVE CONCAVE SOUTHWESTERLY WITH CENTRAL ANGLE OF li LG/ V �TI Q ICJ 00' 48' 27" AND A Rmius OF 2476A2 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE 80410 FEET TO HE POINT OF BEGINNING. NOTES- 'oSL'7 El.�\/�TIDrJ Renner, Burgess, Inc. CERTIFIED T0i 1) BEARINGS SHOWN HEREON ARE RELITAVE TO PLAT AND ARE ASSUMED. 1 S.E. 4th Ave„ Suite 212 2) NO ABSTRACT OR TITLE SEARCH WAS PREFORMED TO DISCOVER THE Delray Beach, Ft 33483 EXISTENCE OF ANY EASEMENTS OR RESTRICTIONS OF RECORD, Phone 561-243-4624 VINCENT MARCELLINO 3) ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC Fax 243-4869 VERTICAL DATUM OF 1929 UNLESS OTHERWISE NOTED. 4) NO BELOW GROUND IMPROVEMENTS, FOOTERS, FOUNDATIONS OR UTILITIES HAVE BEEN LOCATED OR SHOWN ON THIS SURVEY. - _-----_-.--- AurhorizatWfl Humber LB6504 FLOOD ZONEt H `' !! O.R.H. = official record book TRAN. = transformer pad P.B. = plat book P = plat P.G. page � !X` C.B.S, = concrete block structure F.P.&L. = Florida power and light TYP. = typical I3 = power pole I,R. = Iron rod ,% `Wy.J� I hereby certify that the Sketch of Boundary Survey shown hereon MAP NO.- J1Z0Z85 P,C.C. = point of compound curve CM = concrete monument R/W = right-of-way M = MEASURED R = radius P.C.P. =permanent control point P.R.C, = point of reverse 0 =central angle I.P. = IRON PIPE D =deed �"` "" meets tI�'g,orjy{.Irnmum technical standards set forth in Chapter 6J-17.50 PA,C. = point of commencement P.I. point of Intersection ®= bearing basis line RP = radius `'' l \'� - NORTH Ftorida(P\�'r'I ISIr ive ode. pursuant to Section 472.027, Florida MAP DATES = p 9 point 0/S =offset ze r .� pp' P.O.B. = point of beginning P.T. = point of tangency ASPH = asphalt L = ARC LLPIGTH CONC. = concrete c 's ` StatutNOT D/E = drainage easement r = not field measured M.H, = manhole CL = centerllne ESMT. = easement ^ , . '^ ND DATE, - f7- I Cj UNLESSSEALED C.M.P. = corrugated metal pipe WPF = wood privacy fence U/E = utility easement ALUM = aluminum CALC. = calculated s T NORTHLE DA 4 R.L.S. =registered land surveyor CHATT = Chattahoochee CLF = chain link fence P.C. = point of curvature ,' - `' L -E- '^" , - 4 - 5 _ 077 SURVEYOR'S EMBOSSED LB. = licensed business ELEV = elevation P.R.M. = permanent reference monument, VICINITY _/ JOB NO URVEYOR'S SEAL MAP Han- ANu ss R.L.S. No.5089 REVISED jliE PLW 2•�b Iw `Of�M PIOAi2 '� Z 1 i 7 rF-FIN/I �7�a9r1E Pf.ATa -ZB IL 115 st7 f7uo ro -Ico WAIF. 17f �aaII�FIEIIa a -I +� tta Q(VI*P.0 J:INAMA H H if WJ.eA.%AQA, 1-G-M „� l' P.O.B. NOT INCLUDED +'�2 + R= 3476,521 03011'34” L= 193.72` F00JLJQ "x4"G.M �,A L=50.00 4 �\ 5E? Y2i' I. ?. + )'►LM Co6-74 ll .F .-- — I 'cq p R= 7360,40' COW— N—Q= 00-45'39" L=97,74' LOT 49 ❑CCUPIED FIN FL 15.03 SCALE. 1 " = 20 r I rP I � LUT 48" LL ly' � a Mi'oa�Et- CD tq CZ?Q I r �5 . , 9,$5 CD F-- Z I �• o M o: CU Co00 D I 19.s ` 3 FAXI�j11fJ(� WEb� LOT47 t✓plzM .l'7flA1�1 a OCCUPIED FIN FL 14.75 s / / t \' l.f) I © ' to I 834 3F5 i0\ N 41s, 0 PLATTED 6' U,E Sly + eY I Q N plz�fo� ��' � I N M IwG UdTla1.� V7 / + G t� p5 S r 01i��� ��`A o ,�/ A 3� $b 50,00 N27 03'45"W 0X/vE m \\� i SEPT►G m \ O l'VA SAID N18'17"E 35.0 .. R= 3276.52' = 01'55'25 L=110,00' A Alb LOW DEBCNPTM a Q 9 • 2 •,©. 0, „ O� . 1 LOT 48 OF RAVE PLANTATION PHASE IIA, ACCORDING TO THE PLAT THEREOF RECORD® IN PLAT BOWL . 26, PAGE 13, OF THE PUBLIC RECORDS OF ST. LUCE COUNTY, FLORIDA, TOGETHER WITH: pros or1 ,tip. ,O• 1b A PARCEL OF LAND LYING BETWEEN LOTS 48 MID Y OF SAID RESERVE PLANTATION PHASE 9A, OEM MORE PARTICULARLY DESCRIBED AS FOLLOWS; ,O• 11 O• BEGINNING AT THE NORTHEAST CORNER OF 8015 PLANTATION LAKES DRIVE ti LOT 4%SAID POINT BEING THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHEAST WITH A CENTRAL ANGLE OF 00'4S 3r AND A RADIUS OF 7390./0 FEET I EF t �1 ���I'V � THENCE SOUTWESTENLY ALONG THE ARC OF SAID CARVE AND THE NOR IN LINE OF LOT 49 97.74 FEET THENCE S 62' 68' IF W 77.56 FEET; THENCE N 27' W' 4r W 50.00 FEET; THENCE N or IV E 77M FEET TO 1 'IL �V /A N/, I t_, 17I EC YrL.iT�I D,(��7' THE POINT OF CURVATURE CONCAVE TO THE SOUTHEAST WITH A CENTRAL ANGLE OF OD' 46 21 AND A RADIUS OF 7410AD FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE 97.75 FEET TO THE -D— T�� 1, 10,646, 'jy5c1M F- li UC WG•-1 1 D r "' POW OF CURVATURE OF A NOWTANOEM CURVE CONCAVE SOUTHWESTERLY WITH A CENTRAL ANGLE OF 90" 48' 2r AND A RADIUS OF 3♦79.62 FELT; THENCE SOUTHEASTERLY ALONG THE ADC OF SAID CURVE 69+9E FEET TO THE POINT OF BEGINNING. FDOH in St. Lucie County NOTES/ Environmental Health ��, o =" morosC-9 et'5\14TI00 �� Renner, Burgess, Inc. CERTIFIED T01 1) BEARINGS SHOWN HEREON ARE RELITAVE TO PLAT AND ARE ASSUMED. Site Plan Approved for Construction 1 S.E. 4th Ave„ Suite 212 2) NO ABSTRACT OR TITLE SEARCH WAS PREFORMED TO DISCOVER THE Supersedes All Previous Site Plans for Delray Beach, Ft 33483 EXISTENCE OF ANY EASEMENTS OR RESTRICTIONS OF RECORD.'` OSTDS # SG'.�'j(eq%4� $r Weil #Sq'2S'S'b7 Phone Fax 561-243-4624 VINGEN7MARCELLINO 3) ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC - Date: 4-r.-1S 243-4869 VERTICAL DATUM OF 1929 UNLESS OTHERWISE NOTED, 4) NO BELOW GROUND IMPROVEMENTS, FOOTERS, FOUNDATIONS OR UTILITIES Reviewer: HAVE BEEN LOCATED OR SHOWN ON THIS SURVEY.-.- (` Authoriwtit3n Number L86504 FLOOD ZONE, it X II O,R.B. = official record book TRAIN. =transformer pad P.B. =plat book P =plat P.G. page - C.B.S. =concrete block structure F.RB,L. =Florida power and light TYP. =typical H =power pole I.R. = ron rod I hereby certify that the Sketch of Boundary Survey shown hereon MAP N0.1 iso265 OZ&O J -- P.C.C. = point of compound curve CM = concrete monument P.C.P. = permanent control point P.R.C. = point of reverse R/W = right-of-way M = MEASURED R = radius = central angle Lp. = IRON PIPE D = deed + a ze ;^ �+ meets t @ 4inimum technical standards ive set forth in Chapter 5J-17.50 MAP DATE, Z- 1 �O - i 2 P.O.C. =point of commencement P.I. =point of Intersection PA.B. = point of beginning P.T. = point of tangency � = bearing basis line RP =radius point 0/S =offset ASPH = asphalt L = ARC LENGTH CONC. = concrete n r, � �' � � �,� NORTH Florida A I Is T ode pursuant Statute to Section 472.027, Florida - NOT VALID D/E = drainage easement ■ = not field measured M.H. = manhole CL = centerline ESMT. = easement ;, NOT TO SCALE (' f DATE, -50-19 UNLESS C.M,P, = corrugated metal pipe WPF = wood privacy fence land CHATT = U/E = utility easement ALUM, = aluminum CALL. = calculated CLF = chain link fence P.C. = t, ' `. NORTH '- ' .,,,,-'' - JOB NO. 4-15-O']"% _SEALED WITH EMBOSSED. R.L.S. = registered surveyor Chattahoochee L.B. =licensed business ELEV =elevation point of curvature P.R.M. =permanent reference monument' VICINITY IiaTT�A. SS R.L.S. NO. 5089 -- SURVEYOR'S SEAL MAP REVISED 51-rE PI.UN Z-Zb-iCo I_ 1= DFzM P204tz Z- I - I ?-F-VI1 6v' 41 pcArJ "I-'L8-Il: R,JfSL 51rs flu G-9-ICo WA -UV- SVTI6 r7rzA'lJF/Ef.p- Q6W07W 16-1I,17. �.A JA H it 11 01-7-169 PF-'4,GA0A1,A t-S-18