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HomeMy WebLinkAboutPOD 26 - RESERVE - BOUNDARY SURVEY - 588vESCFIPTiON: A PARCEL OF LAND LYING IN SECTION 28, TOWNSHIP 36 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST: CORNER OF LOT 66 ACCORDING TO THE PLAT OF RESERVE PLANTATION PHASE I AS RECORDED IN PLAT BOOK 24, PAGE 20 OF THE PUBLIC RECORDS OF ST. L.UCIE COUNT Y, FLORIDA, SAID POINT BEING ON THE WESTERLY LINE OF A 300.00 FOOT INGRESS AND EGRESS EASEMENT KNOWN AS "RESERVE BOULEVARD", AND RECORDED IN OFFICIAL RECORD BOOK 629, PAGES 2523 THROUGH 2526 INC- USIVE OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; THENCE SOUTHEASTERLY ALONG THE SOUTHERLY EXTENSION OF SAID "RESERVE BOULEVARD" THE FOLLOWING SEVEN COURSES; THENCE SOUTH 48'11'37 EAST, A DISTANCE OF 270.27 FEET TO THE BEGINNING OF A. CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2350.00 FEET AND A CENTRAL. ANGLE OF 25'15'29'; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 1035.97 FEET TO A POINT OF TANGENCY; THENCE SOUTH 22'56'08" EAST, A DISTANCE OF 732.22 FEET TO 'THE BEGINNING OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 1124.00 FEET AND A CENTRAL ANGLE OF 38016'24"; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 750.83 FEET TO A POINT OF .TANGENCY; THENCE SOUTH 15"20'16" WEST, A DISTANCE OF 434.07 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 1300.00 FEET AND A CENTRAL ANGLE OC 33°35'08"; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE_, AN ARC DISTANCE OF 762.03 FEET TO A POINT OF TANGENCY; THENCE SOUTH 18'14'52" EAST, A DISTANCE OF 219.22 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF_ 25.00 FEET AND A CENTRAL ANGLE OF 90'00'00"; SAID CURVE BEING THE NORTHERLY RIGHT-OF-WAY LINE OF PLANTATION LAKES DRIVE, (PROPOSED); THENCE SOUTHERLY AND WESTERLY ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 39.27 FEET TO A POINT OF TANGENCY; THENCE SOUTH 71'45'08" WEST, A DISTANCE OF 50.71 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY HAVING A RADIUC OF 960.00 FEET AND A CENTRAL ANGLE OF 28047'03"; THENCE WESTERLY ALONG y-HE ARC OF SAID CURVE, AN ARC DISTANCE OF 48228 FEET TO A POINT OF TANGENCY; THENCE NORTH 79'27'49" WEST, A DISTANCE OF 832.17 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 79'27'49' WEST, A DISTANCE OF 20.19 FEET TOTHE BEGINNING OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 740.00 FEET AND A CENTRAL ANGLE OF 05'58'54"; THENCE WESTERLY ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 77.26 FEET TO A POINT OF CUSP; THENCE DEPARTING SAID PROPOSED NORTHERLY RIGHT--OF-WAY LINE OF PLANTATION LAKES DRIVE, NORTHERLY ALONG THE ARC OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 25.00 FEET AND A CENTRAL_ ANGLE OF 86022'25", THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 37.69 FEET TO A POINT OF TANGENCY; THENCE NORTH 08010'52" EAST, A DISTANCE OF 112.31 FEET; THENCE NORTH 81'49'08" WEST, A DISTANCE OF 130.00 FEET; THENCE NORTH 08'10'52" EAST, A DISTANCE OF 368.43 FEET TO THE BEGINNiNCs OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 905.00 FEET AND A CENTRAL ANGLE OF 22'25'12"; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 354.13 FEET TO A POINT ON A NON -TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 455.00 FEET AND A CENTRAL ANGLE OF 86'29'14"; THE RADIUS POINT OF SAID CURVE BEARS NORTH 49'30'34" EAST FROM THIN POINT; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 686.82 FEET TO A POINT OF TANGENCY; THENCE NORTH 45'59'48" EAST, A DISTANCE OF 101.96 FEET; THENCE NORTH 44'00'12" WEST, A DISTANCE OF 108.30 FEET TO A POINT OF NON -RADIAL INTERSECTION WITH A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 180.00 FEET AND A CENTRAL ANGLE OF 241'07'01"; THENCE NORTHWESTERLY, EASTERLY AND SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 757.49 FEET TO A POINT OF NON -RADIAL INTERSECTION; THE RADIUS POINT OF SAID CURVE BEARS SOUTH 76'33'19" WEST FROM THIS POINT; THENCE SOUTH 44'00'12" EAST, A DISTANCE OF 108.30 FEET; THENCE NORTH 45059'48" EAST, A DISTANCE OF 26.35 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 1155.00 FEET AND A CENTRAL ANGLE OF 18026'08"; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 371.63 FEET; THE RADIUS POINT OF SAID CURVE BEARS SOUTH 53"34'04" EAST FROM THIS POINT; THENCE NORTH 16'08'07' EAST, A DISTANCE OF 147.54 FEET TO A POINT OF NON -RADIAL INTERSECTION WITH A, CURVE CONCAVE: SOUTHEASTERLY HAVING A RADIUS OF 180.00 FEET AND A CENTRAL ANGLE OF 241'07'01"; THENCE NORTHERLY, EASTERLY AND SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 757.49 FEET TO A POINT OF NON -RADIAL INTERSECTION; THE RADIUS POINT OF SAID CURVE BEARS NORTH 75'34'37" WEST FROM THIS POINT; THENCE SOUTH 16'08'07" EAST, A DISTANCE OF 439.55 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 455.00 FEET AND A CENTRAL ANGI E OF 07'3910"; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 60.77 FEET TO A POINT OF NON --RADIAL INTERSECTION WITH A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 180.00 FEET AND A CENTRAL ANGLE OF 187036'42"; THE RADIUS POINT OF SAID CURVE BEARS SOUTH 10"57'39" WEST FROM THIS POINT; THENCE SOUTHERLY AND WESTERLY ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 589.40 FEET TO A POINT OF NON -RADIAL INTERSECTION WITH A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 455.00 FEET AND A CENTRAL ANGLE OF 07058'51'; THE RADIUS POINT OF SAID CURVE BEARS NORTH 51'59'03" WEST FROM THIS POINT; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 63.38 FEET TO A POINT OF TANGENCY; THENCE SOUTH 45'59'48" WEST, A DISTANCE OF 614.91 FEET; THENCE SOUTH 44'00'12" EAST, A DISTANCE OF 317,44 FEET: THENCE NORTH 45'59'48" EAST, A DISTANCE OF 191.31 FEET TO A POINT OF NON -RADIAL INTERSECTION WITH A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 180.00 FEET AND A CENTRAL ANGLE OF 241005'21"; THE RADIUS POINT OF SAID CURVE BEARS SOUTH 74033'42" EAST FROM THIS POINT; THENCE NORTHERLY, SOUTHERLY AND SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 757.40 FEET TO A POINT OF NON -RADIAL INTERSECTION WITH A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 180.00 FEET AND A CENTRAL ANGLE OF 195'29'25"; THE RADIUS POINT OF SAID CURVE BEARS SOUTH 43'12'00" WEST FROM THIS POINT; THENCE SOUTHERLY, WESTERLY AND NORTHWESTERLY ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 614.15 FEET TO A POINT OF NOWRADIA's._ INTERSECTION WITH A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS 605.00 FEET AND A CENTRAL ANGLE OF 13'12'20"; THE RADIUS POINT OF SAID CURVE BEARS NORTH 32047'28" EAST FROM THIS POINT; THENCE: NORTHWESTERLY ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 139.44 FEET TO A POINT OF TANGENCY; THENCE NORTH 44"00'12" WEST, A DISTANCE OF 457.01 FEET TO A POINT OF NON -RADIAL INTERSECTION WITH A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 595.00 FEET AND A CENTRAL._ ANGLE OF 33'45'14"; THE RADIUS POINT OF SAID CURVE BEARS SOUTH 48"03'54" EAST FROM THIS POINT; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 350.52 FEET TO A POINT OF TANGENCY; THENCE SOUTH 08' 10'S2" WEST, A DISTANCE OF 363.16 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERL...Y HAVING A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF 90'00'00'; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 39.27 FEET TO A POINT OF TANGENCY; THENCE NORTH 81'49'08" WEST, A DISTANCE OF 105.00 FEET; THENCE SOUTH 08'10'52" WEST, A DISTANCE OF 92.52 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF 87'38'41"; THENCE SOUTHERLY ALONG f HE ARC OF SAID CURVE, AN ARC DISTANCE OF 38.24 FEET TO THE POINT OF BEGINNING. CONTAINING 39.403 ACRES, MORE OR LESS . .. T. a. a .?1,'.. .T'=.i[�•n ...: , . .. -Tr a. ;F.. ... >. n . .. : ... 3 .._ .fey w .: .-�. ..n. .. . .. :. ... _. .. w S s x ..b ., a r.. .. 'Ai.. :. .. .., F r u � w .. .. :.�' _e.. .. Y.. ,-. .. ,.ffig 1...o._.... a ...:. .. ,... .._. 1...'. . .. ...a. a .. .... _ '.'.:. - - :$' : ..... y� ._.-. ."MW .: .q?v.y ti.l. : n r LOCATION MAP N.T S. SEC. 28 TWP. `6SO R1-, . 39E PROJECT LOCATION SURVEYOR'S REPORT = 1. THIS SURVEY IS PREPARED FOH CALLA'WAY LAND AND CATTLE COMPANY. 2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS ANDI'OR RIGHT-OF-WAY OF RECORD BY THIS OFFICE. 3. VISIBLE ENCROACHMENTS ARE AS SHOWN, 4. DESCRIPTION PREPARED FROM INFORMATION FURNISHED BY CLIENT. 5. BEARINGS SHOWN HEREON ARE RELATIVE TO A BEARING OF SOUTH 22056'08" EAST ON A SOUTHWEST LINE OF RESERVE BOULEVARD. 6. THIS SKETCH IS THE PROPERTY OF LAWSON, NOBLE & ASSOCIATES, INC., AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF LAWSON, NOBLE & ASSOCIATES, INC., IN WRITING. 7. SUBJECT PROPERTY LIES WITHIN ZONE "X" PER FIRM COMMUNITY PANEL NO. 120285-0275-F DATED AUGUST 19, 1991 8. ELEVATIONS HEREON ARE BASED ON NGVD ADJUSTMENT OF 1929 BENCHMARK IS AS SHOWN. 9. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVEY 'THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THE COUNTY. 10. IMPROVEMENTS TO PROPERTY, IF ANY, ARE AS LOCATED. 1 1 . BASE BENCHMARK: F.C.E. 1420 - CORPS OF ENGINEERS BRONZE DISK SET IN TOP OF A 5-INCH ROUND POST - 5.0 FEET WEST OF C-24 CANAL RIGHT- OF-WAY, 1200 FEET + /-, NORTHWEST OF THE FLORIDA EAST COAST RAILWAY RIGHT-OF-WAY SECTION 29, TOWNSHIP 36 SOUTH, RANGE 39 EAST, 136.5 FEET SOUTHEAST OF POWER POLE NO. 57• ELEV. a 22.59 RCN: A - DELTA ANGLE N-R. - NOT RADIAL SAN - SANITARY � I A - ARC: LENGTH O.F. - OVi EASEAf-IT S.B.T. - SOUTHERN W-L TELEPHONE I CATV - CABLE TV O.R.B. - OFFICIAL RECORD BOOK S.F. - SQUARE FEET U� I � C.B. - CATCH BASIN O/S - OFFSET T.O.B. - TOP OF BASK � C.83. - CONCRETE BLOCK & STU" _O P.B. - PLAT BOOK TYP. - YPICAL i%� - CENTERLINE P.C. - POINT CIF CUP VATURE U.E. - UTILITY EAS�EfNT ~ ,j CONC. -CONCRETE P.C.P. - PFRMAi CON-TROL POINT 0 - SET IRON ROD WITH CA.P NO, L B 3432 Y COV. -COVERED PDE -PRIVATE DRAIARAi?E EASEINJT Q - Fc)tstiA IRON ROD, Z D.E. - DRAD iE EASE VENT P.G.E. - PRIVATE GAS EASE WNT 1 • FOUND PE:Rl 4.NENT CONTROL POINT Q T_ ELEV. - ELEVATION P.K. - PARKER KAL.OId NAIL A - SET P-K NAIL WITH DISK NO. ! 1i 3432 w - - V) m O E.O.A. - EDGE OF PAVEMENT P.O.B. - POINT OF BEGINNING ♦ - FOAJW P-K NAr Lil LIJ E.O.W. - EDGE OF WATER P.0 ,(- - POINT OF CONW-N�FJvI -Krr Q - WATER SERVICES '� Q ~ Q F.F. - FINISHED FLOOR P.P. - POWER POLE - WATER VALVE FAA. - FOUND P.F.M - PERMANENT RI-FERENCF MOP)tWNT - SANITARY SERVICE U Q }" 3.1 F.P c - FLOOD PLAIN zASEMFNT PROP. - PROPOSED i .} - FOUND P£R!.�.PNIENT REFER E?JCE )JC"_WN'T U) ® m V LL FRi- - FLORIDA POWER & LIGHT P.T, - POINT OF TAhCENCY L-M.L - LAKE MAINTL-NANCF_ EASE)i P.I,IE• - PRIVATE UTILITY EASEMENT - EXISTING ELEVATION IN FEET MON. - MONUTAENT RAD. - RADIAL 0.00 > - PROPOSED P EVATI0i IN rv= ■ N.G.V D. - NATIONAL GEODETIC VERTICAL DATUM R/W - RIB -OF -'NAY - M - - DRAINAGE FILOW INDICATOR Ot!.F, - OVEPPAING MA:1,47ENA- EA` CNt: yw Mrl > ca m a �+ CIO Nit p CC OD Q Lj L) T O Z u 5 iz SITE PLd �' p `� bA�-ALXAPPROV' qb 0 0cCL a CL BOARD ��Li46�iISzIFF BARNES -,.i M 0 LEI Parcel 26 @ the Reserve -- PHASE I ONLY p o CL - `GO � N �01LSEP 2 5 f%6 z 0 COMMUNITY DEVELOPMENT ST. LUCIE COUNTY FL C Nk SEP2 519% IMPROVE- 2EA s S, iF ANY. ARE AS LOCATED ��• NOT VALID WITHOUT THE SIGNATURE ANDTi ORIGINAL. RAISED STEAL OF A FLORIDA 'k ,.J7 r SURVEYORAND MAPPER SEAL, FILE MICHAEL T KOLODZIEICZYK, PROFESSIONAL SLUR.VEYOR AND MAPPER FLORIDA REGISTRATION N©. ;sta SHEET 1 OF 3 ;- 108 May 1' 1996 - i' 43,24 DWG Nctme� SADWG\EI\GI08\D108BS0I.DWG Updated By! CAD5, Lawson, !Noble & Assoc. r _ .. _ r .>r _„-_.s•;.-..- s - _ _ - 4_ .: . . _ -, r <,_ .i .. s ::. - - - .. :.sue.' • xy.. ? "r. r .. .. i' - r -,a:, v Y - .. . "3l 0 - r11 r. r. R-25.00 ---- UNPLATTED A=86°22'25"-___ _ _ - 0 8 _ r ;;k A-37.69 cb i0 52 E _ Z 368.43 R'90 q=3 A=86 °29, R=740.00 4 5^ p0 , 14 „ 00' 0 25 50 100 200 300 d=5 58 54 , 7 4 5� • q �� d 4 A=77.26 N 08 1p,52„ A 2 2S 6 8 !° -- Q� ° 112.31, o o Q'3��30 '��, 2' o, Y.. 7 !� 79 2749" w s p ° a) o SCALE: 1" = 100' 20.19' 8 10'52" W o R=soS.00, L� / 9 � Jr2, Q0 `" % A=0°06'57" R=25.00' j ti0000 /,� d �s 26 r8_� L=87°38'41" ,_ - - PHASE I �Po �'� \ F`SS rb�y y� RAojA _ Lv A=38.24' h 4� �QOLL. a, h� /y O 0 5 h 10 J2 W Lo = x t 363.16' R P�a� 13 y DP, -�, ti• O jr R=25.00' `595 0�* F p`, w h m �— A=90°00'00" • pp , �'ZZ'O° '�R s� ��SS9F .,�:�------- PHASE II �`t f. A=39.27' 4, ®�3 D,��P.,3�� °v4 00. 16.92 A� RES± 1 P 30 N POINT OF Q fi, n p g3 F °ode UNPLATTED\x F h BEGINNINGtk b; co ass �aS, tK ,o ati 'P 00 Q °op O� /� .------- --- PHASE I % / 22.482 ACRES± ! � m +:µ4•r 2180.0 , w 0 , 0 o Q z TOTAL BOUNDARY ,$°` Q• SS i « (PHASE I PLUS PHASE III R��A g� ,o�„ 39.403 ACRES± P�Z N 16°Qa o Q a� R=605.00' o z t�=1301212011 25 a o -G o�P ►-' ; a A=139.44' ti ° to c,3 F1So O \ RESERVE PLANTATION PHASE I Z -4 P.B. 24, PAGE 20 0 a! W 2 � �r I '� �3 '� Za e y tx0) H '9!, Si P� ' D 4t \ 64 1 > La PHASE II _ b 65 �- �' z `t/ ! S 84'07'41„ W u, � o C ; \ �, Z Q n� o �0 �i RADIAL\ a `% v 2go�o� / 66 'O o"j �� Wit- �y''j boy Ott' �j°� 'Jl0Ft T H� A COO ,,`PACR ( 66 �\ PHASE I u�/ 0' h % P��P RA44'S4" W AL } to 1 Phi ��� RES[ (PVC P�,Af, TA- ION FIHAS- i `\ N R=455.00, i 4 S $ P.& 24, PAGi- 20 R. ,�4�° d=7 58 51 R ,» N J"5 Lo 31 �5 O 33° A39• _ �, I A=63.38 qD1 , 13�' R� °o� , ICY 0 o . Q �\ Vic', q�g3 (n ®; 0, 0O8im 9 RPpiA�- p=0 Sq 85 S �pe5?� 4_25 3D0 pp, , Q F- 0 .. o DI IL Z 5 29„ W � O o S �9 N O � Rq � ' � A'?C� �� h •o cc� R=455.00' J w A = 614 •�� D_ a=7 3910 / Q N A=60.77' / a ao U in s to0 o q .g°� • / ■ o� it 0 0 0=33 35 08 A=762.03' R �✓ �S\ �� cc R eS�R'/ ES' FR 00U� C, 2 2 l�.J ;�ooQo R;13o �8 �Y `� �{� P 5• 32 2 d h O.,R� OU�EV Lljur -^,_ SEA �Zg, > �' �•, ��.0� fi29 PCB RD kTENsr \` 'l ` J ¢� ORS , 60� w CO oP, s 1 ° 523 av UNPLATTED - /% .� o 0 1g.ZZ 5 20'� 25�6 �� C (n M O rEz s w 0 �� 5 0 O QH-V r Z < -J EsIE-R c / Cc Q ICl,�I-� j IOULCC'=38 ° 16' 24„ a�o � ITU SITE PLAN PROVEDa `f... IMTECif 0 ° - BOARDOF CpMMISSitkl � i- W uj K) CLIFF BARNES H.vr ---- -- f O o cc �OD z W Lj nV. I� e ~ a Q� GO Cc 3 } gyp- z LEGEND: 0- as 0 L1 -DELTA ANGLE NR - NC)T RADIAL SAN. - SANITARY � A -ARC LENGTH O.E. - OVERHANG EASEMENT S,B.T. - SOUTHERN SELL TELEPHONE , CATY - CABLE TV O.R_E. - OF1:ICL4L RECORD BOOK SF. - SQUARE FEET C.B. - CATCH BASIN O/S - OFFSET T,02. - TOP OF BAN( CB,S. - CONCRETE BLOCK k STUCCO P•B. - PLAT BOOK TYP. - TYPICAL Q - CENTERL,AE P.C. - POINT OF CURVATLRE UE. - UTILITY EASE parcel @ T the Reserve PHASE I ONLY n CONC. - CONCRETE P.C.P. - PEFtFAAAE7vT CONTROL NOWT -SET IF20Ni ROD WITH CAP NO. LB 3432 - x COV. - COVERED PDE. - PRIVATE DRAAlAGE EASEMENT a FOUND LION ROD D.E. - DRAINAGE EASEMENT P.G.E. - PRIVATE GAS EASEMENT - FOUND PERMANENT CONTROL POINT Y E` EV. - ELPVlGTIC3M P K - PAlil�tlCALON NAIL (, - SET P-K NAIL WITH DISK NO, LB 3432 Mn'' EON. -EDGE OF PAVEMENT P,O.B, - PONT CE BEG24NQA1G Ak -FOUND P-K NAILE. �`'.. Q -WATER SERVICES .s - EDGE WATER P.Q.C. -POINT OF COMMENCEMENT O.W. , F.F. - FINISHED FLOOR PP. - POWER POLE G4 - WATER VALVE FAD, - FOUND P.R.M. - PERMAAENT REFERENCE MONL*E'N 10 - SANITARY SERVICE FPE. - FLOOD PLAIN EASEMENT PROP. - PROPOSED ❑ - FOUND PERMANENT FEFERENCE MONUMENT F.P1- - FLORIDA POWER k LIGHT P.T. - POINT OF TANGENCY L.M.E. - LAl� MAINTENANCE EASEMENT P.U.E. - PRIVATE I.�ILITY EASEHEM � -EXISTING ELEVATION IN FEET ,• ,. e �: < „ MR - M041OLE R - RADIUS VON. - MON.hENT RAD. - RADIAL 0,00 > PROPOSED ELEVATIONS IN FEET XG.VL. - NATIONAL GEODETIC VERTICAL DATvN R/W - RIGHT-OF-WAY - DRAINAGE FLOW DADICATOR OME. - OVERHANG MAINTTNANCE EASEMENT i - SEP 25 1996 h ix . SEAT. FILE SHEET 2 OF 3 ::. t ".. ., • .. 1� ., k ..,n f . _ •:.- ... _. �. _ .-. _ �.. _ ._ �• �y�o , . �- .. �p . ,a .. .. x... . Y ,w-. ... s t'v. ,r'A• qV-.. < '.. y _ ,,_ �r - .. x .. .. _ ., tee... •. , r � ,, y1 , ,« ,.. �._♦ r. � ,. �. .�•. 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Q r 12 ., sf, rN6 } _ . rrE �/t L 2�N V IV ENE 1 `cr 289 y, Q �`y _4 2�+' ,� r>✓ " \ � \ h�' o , t"p,rt 2=_fl fl p e/•+ �8 /(?r ?�� _,.� 2v.? 0, �I2''p�,6'�. S. O8O7 �. SITE PL /�t� © -.2f.l © 7 �- 'r ' • PNes /2'1f' t9 l © 3 9. 5 bAT ° p ,f,yP I�,, /c�� Qt/Z �� _ o �J� ' O© BOARD OF `` � I 01 2 IN l 87 a8 r za. a 2 / Q \ r> /� _ /8O. C?O�_\`, ,gyp• 19" p ,% \ \ -� %ikt_L - 24 05 2 �--� \ / �' O r 1 r-G 0- SQL SEP 2 Imo: � a - Df_L T A ANGLE N.R. -NOT RACIAL SAN. - SANI-TARY � � A - ARC LENGTH O.E. - OVERHANG EASEMENT S.B.T. - SOUTHERN BELL TTi_FPFOXI: CATV - CABLE TV O.RH - OFFICIAL RECORD BOOR S.F. - SQUARE FEET C«B. - CATCH BASIN O/S - OFFSET T.O.Q, - TOP OF HAW COMMUNITY DEVELOPMENT C.B.S. - COTE BLOCK h STUCCO P-B. - PLAT BOOK TYP. = TYPICAL � ST. LUCIE COUNTY FL q_ - CENTERLINE P.C. - POINT OF CURVATURE U.E. - UTILITY EASEW-NT Cow- - CONCRETE P.C.P. - PERMANENT CONTROL POINT - SET IRON ROC W: iii CAP NO. L13 3432 ... COV. - COVERED P.D.E. - PRIVATE. DRAINAGE EASEMENT O - FOUND IKON IM OVED COMMiS ON I W I . - r j,> U Q QD W 0 W a � cc o W 0 z 0 � a am �w a a Z D 0 W z O o r I1 CD• V" 0) � CV 4 s 0- e C Ct t� Lij Of r D00 € cn 0) m LJ ZQZ)--1b o I � < a- U) CI- Q Q. r-) v �w W d 00 Y.d It too 5� < y r, _ 9 J m u, co rq „ W �r O�YY.� Z all 1 pow tea} 0 Y Q CL LSE D.E. - DRAINAGE EA%-MENT P.G.E. - PRIVATE GAS EASEMENI- - FOUND PE=Rid7'M-NT CONTROL POINT t ONLY ELEV. - ELEVATION P,K, - PARKER KALON NAIL L\ - SET P'-K NAIL WITS! DISK M). L15 343? parcel 26 @the ReseTVe -- PHASE I E.O.P. E.O-W. F.F. - EDGE OF PAVEMENT - EDGE OF WATER - FINISHFO FLOOR P.O.H. P.O.C, P•P. - POINT OF BEGIMIING - POINT OF COMMENCE)X:NT - POWER POLE d CD C� - FOLM P-K NAIL - WATER SERVICES - WATER VALVE \\ a ,r .Y MELD BOOK: POD 26 PAGES 10 - 2r I'Vot FKU. - FOLD` P.R«M. - PERMANENT REFER£NCf,: MOh1l v1FNT 0 - SANITARY S4'RVICE F.? � - FLOOD PLAIN EASEMENT PROP. -PROPOSED O ❑ -FOUND PERMANLtJ1 R[3 ERTTiC£ tvf!)ht 7Y�TlT g FIELD BOOK► : P.G.A. 1 1 PAGES 1 9 - 2 2 SEP 2 5 06 F,P,L - FLORIDA POWER k LIGHT P.T. - POINT OF TANCEI Y -# L1uLE -LAKE MAINTENANCE i ASE4EhT P,UE. -PRIVATE UTILITY EASEMNT - EXISTING ELEVATION IN FFFT wt M(�1. MANHOLE - AiONU1vE'fT R RAD. - RADIUS •RADIAL- 0.00 ? PROPOSM fLEVAT!ONS IN FEET N,G.VD. - NATIONAL, GEGDE TIC VERTICAL DATUM R/W - RIG4fT-OF-W.AY -�-� -DRAINAGE FLOW I►UICATOR ��A� O«M.E. - OVERHANG MAIME NANCE EASEMENT SEE SHEET2 3 FOR BOUNDARY INFORMATION T F3 - c - --��,` _ .. }. - ,;: :X M < � F'ILE BTS 95, 108