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HomeMy WebLinkAbout662 DrwgZoning: I Land Usei esiQnetion: IND Existing Use. Vacant Zoning: I` Land Use Designation: IND Existing Use: Vacant Site Data: Total .Site Area ► Existing Zoning Land Use Designation Existing Use Proposed Use Maximum Buildable Area i Total Fluor Area Ruse i Office Phase 1! I Parking required ..:.18.89 ac (822,848 sf) 1L .__ IND Vacant Manufacturing/Office 7691283 sf 151,900 of Handicapped Space w/5" Access ,isle 3 Durnpsters enclave Parking provided (Inc(includes 6 handicapped space 47 Reserved Parking spaces) 26 Live el Quercus virginiana FGJ 12' ht 31 et 40 Siam Pine, Fire eliotti Fa 12' ht, 2 1/21 cal 80 Wax Myrtle, tl Myrica eeri ere Fa 12 ht 2 1/2' cat 20 Sweetgurn, Liquid4mb r tyr e iflue a, 1 ' ht, 2 1/2 cel 23 East Palatka Helly Ilex atter ata 'East Palatka' Fa 12' ht 2 1/2' cat 15 Cabbage Palm, Sabel palmetto Fa 15'48' aa ht hooted rW 1 Zoning IL Land Use Designation: IND Existing Use: Vacant waif Vamps Grass, er, deria selleer Pumila 3 ga4 36' ac. 1518 Fiirehush, Harnelia patens a 'ht, 24' aa Dwarf Firebush, Hamelia me ranthe 3 gal, 24"x24 ' ae. Muhly Gras, Muhlenbertlle c ppilla-rt 1 gat 36' ac Macho Berri, Nephrmlepsis biserrata acho' 3 gat 24' ac, ISI Indian`a wthcrre„ Rhaphiolepis indica 3 at 181x18', 4 2c yy [may (y ;� (yy�f �w�y 37 kahat t+ e Grass, ?n/ saVt lodes 3 ga4 361Q 358 SendanI wa Viburnum, Viburnum , us ensure 3 gat 24"x244',24' ac. Gr . Qty Name 132 Van ted Liriope, Liriope v 1gat 8' aa 313 New Look metates, Pentas lanceolate 'New Look red` 1 gel, 18' aa 268 Ruellia, Ruellie brittoniene 'Clean White KetieR. 'Pink Shorts Katie: Kc rpeet Katie; even Mix 1 gat 12' o.o. 12.E Dwarf Asian Jasmine, Trachebspennum asiaticurm U rel 1gels 12 o.a L ontsca,Pe lrri atiQn Notes All areas to receive 100% irrigation coverage r Ali/ zones to be automatically controlled. Chocks to hove automatic "Rain sensors W oter source may be potable or well an shall be determined at time of building permit opplication k/8` xLU PANEL SCREEN PRINT SYSAWL COORS SELCCTE0 PAF} Or( Or P,S1, PMg1t40 �treetlight ShoeboxFixture 14' Mounting Height !ate: 9.2200 reifIlZ A-1 1r 16 .Fl , Bch FL 33425ws Noble Wb k 5,90 NW #cc Port s T e t Luc FL �8 Land PI loo Avon A, Suite 2,4, . Pierce, 34 )50 Zane IL Land Use Designatio II 'D Existing Us& Warehouse an s a e Data: it ends°cpm Vehicular Use Area along IW 587 =0 trees Vehicular Use Area alcr L 3094 X03 trees " .tel Trees ees Exterlor re�Ir�a Int r► Lan s _ping Vehicular Use Area: 262976 sf Interior Landscape Area refired` (I/1 f) , 10 st Interior Landscape Area provkie Total Tenninal islands: 24 tree Addtional Interior Landscape Area: 8,052 st Trees required (1/180 t . 45 trees Caliper Inches Native Trees removed- 123' Caliper Inches Native Trees preserved- 1 Total Mitigation tion required: None Total .`resjrLtior mire: Total Trees Required' Total Trees provided A Roof Trusses St. Lucie County orDevefopment Pia Z C Land g tion IIID Existing U. Wareh e L ontsca,Pe lrri atiQn Notes All areas to receive 100% irrigation coverage r Ali/ zones to be automatically controlled. Chocks to hove automatic "Rain sensors W oter source may be potable or well an shall be determined at time of building permit opplication k/8` xLU PANEL SCREEN PRINT SYSAWL COORS SELCCTE0 PAF} Or( Or P,S1, PMg1t40 �treetlight ShoeboxFixture 14' Mounting Height !ate: 9.2200 reifIlZ A-1 1r 16 .Fl , Bch FL 33425ws Noble Wb k 5,90 NW #cc Port s T e t Luc FL �8 Land PI loo Avon A, Suite 2,4, . Pierce, 34 )50 Zane IL Land Use Designatio II 'D Existing Us& Warehouse an s a e Data: it ends°cpm Vehicular Use Area along IW 587 =0 trees Vehicular Use Area alcr L 3094 X03 trees " .tel Trees ees Exterlor re�Ir�a Int r► Lan s _ping Vehicular Use Area: 262976 sf Interior Landscape Area refired` (I/1 f) , 10 st Interior Landscape Area provkie Total Tenninal islands: 24 tree Addtional Interior Landscape Area: 8,052 st Trees required (1/180 t . 45 trees Caliper Inches Native Trees removed- 123' Caliper Inches Native Trees preserved- 1 Total Mitigation tion required: None Total .`resjrLtior mire: Total Trees Required' Total Trees provided A Roof Trusses St. Lucie County orDevefopment Pia epn- • 4JOd 40Bee ailed irseM WOD•3u-MuJ©jsd-Mu1 :lpwa .Z.021. -8L8 (19g) XD • 002J-82_9 (19g) 986t72. DP!-101,A‘;!on-1 S Od s6, ;fns `p)DA;inOd {OOOOad NDN Q SUOA3n811s • Sa3NNVid • s833NIEN3 FORT PIERCE FARMS WATER CONTROL DISTRICT CANAL NO. 26 (24' ASPHALT PVNIT.) AIRPORT ROAD (ST. LUCIE BLVD.) C.R. 608 CANAL FORCE --'� MAIN VALVE 1 STORY CBS BLDG (FEE = 2.2.34) 20"P 0 10 25 50 20" CP SCALE: " = 50' B.M.= BOX -CUT e N.W. COR. CONC. PAD ELEV. = 22.58 SEE SHEET 1 OF 2 (60' SCALE) FOR. LEGEND, NOTES AND CERTIFICATIONS.. 6' X 8' METAL BLDG. W/WELL INSIDE 1 STORY CBS BLDG (FFE = 22.06) EXISTING METAL BARN FEE = 21,31 WOOD P.P. W/TRANSFORMER 8' WIDE SHELL ROAD WOOD P.P. W/UNDERGROUND ELECTRIC ON W. SIDE UNDERGROUND ELECTRIC ON S. SIDE OF POLE MUD RACING AREA CLUSTER OF 8 - 8" OAKS (TYP.) WOOD LIGHT POLE 4' HOG WIRE FENCE 23" 0 B.M. PK NAIL IN N SIDE OF WOOD POWER POLE ELEV. = 20.52 DITCH n 5 P 14" P G TE moo' DITCH oy 1922 `0N NOI1Vd±SIS3d GId0-1d d3ddv VV aNV d0 l3Ad ......, ... 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'ONIIIdM NI "DNI 'DNI `863/ 1-190N <NOSMV I dO NOISSI1Ald3d 3H1 1nOHIIM IdVd d0 310HM NI O3OnOOdd6N 38 10N 1`1VHS CNV 'DNI `983M 3-190N NOSMV-1 d0 ,11d3d0dd 3H1 SI H013>IS SIHI 9 V INfOO SIHI dO Sad0033 OIl9nd 3H1 NI aNn03 38 ,IVW IVH1 ,I3AdfS SIH1 NO 03030033 ION 38V IVHI SNOIIOId1S3d OIVNOIIICGV 38 ,IVVV 3d3H1 :30I10N 5 `1N3I-10 ;1\8 03HSINdnd N0I1dIdDS3a ` 'NMOHS SV 3dV SIN31AIHOVOd0N3 318ISIA '3OIJJO SIHI) 9 030033 dO IVM-dO-SIHOId d0/GNV S1N31A13SV3 d0d G310Vd1S8V 1ON 3d3M NO383H NMOHS SGNV-1 3H1 3 "3`18VNOISSV ION SI ONV 'INI `S3SSnd..L d00d L -V JDA.. C6JVd3dd SI ,k3Adf5 SIHI 10\ S,LOik 'ONI ONn d 30NVdfSNI 3-11I1 <S,I3Nd011.V '07-1 S3IId3d0dd d0>1138 >INV6 1SndINfS (NMOHS S3OIAd3S 6N3 -1N0 - S3OIAd3S 0t' -/+ SINIOd ISOWNd3H1110S ' ISOWNd3H1d0N 3H1 N33M138 -/+ 452. Ad3A3 - 13�11n0 1V3Id103-13 IOOIdS d3IVM/M 1SOd t7Xt7 _ " 1`1VM dO 3OIS "M CN110dV 09 iL�18ISSOd - 6dnS010N3 dO 36IS "M 1IX3 S3dId OAd = 13NVd 10d1N00 d313W OId10313/M 3-0d IH9IO1 LOOM = '.\6N8 dO `S , '3 01 'N r8"S W0dd S3IdVA - 3NI- ',LONE] '6 ONO -1V Sd30NV3W 30N3d 3HIM 8dV8 HOIH ,17 _ '83Nd0D k1d3dOdd `WS dO `3 {0.01 2' 'N <0`6 SI dOHONV 3dIM ,Ino = '3NI11 M/d 3H1 dO "N <0'L 01 <2'0 WOdd .IdVA av0d 1d0dd1V ONO -1V 6310d DId10313 600M = 310d dO 301S "S NO S3HOIIMS d3131 - (11. ON W0dd S3W00 3N1J1) 3-10d 0Id10313 a00M '3 Od dO 3GIS MS NO 3-18V0 O/n - (2 ON 01 N3HI '6 `ON WOdd SNnd 3NI-1) 3-10d 0Id10313 000M ` Id3dOdd dO d3Nd00 *MN dO `3 <t7`2 ?' 'S <L"6 SI dOHONV 3dIM ) 6S = 3GIS `M NO S3dIM GNn080d3CN1-13-10d 3GIS "N NO O13NVd 10d1N0D - 310d IHOII 600M '3N11 M/d d0 "N K6 01 3NI-1 M/d dO "5 <L WOdd S3IdVA - 3NI1 M/d ONO -IV Sd3GNV3W 30N3d 3dIM OOH HOIH <t7 _ d.3>1dV1V T18V0 GNn00d3GNn OI1d0 d38Id '1`8"S M <90'0 'S <L0°1(# ON) W0 ±bX `CNA - (+7L99 8W1) 0/dI 13S = (# ON) W0 t?Xt7 'GNA = 3 <b9`0 a' `5 < 0 3 X &V0 r<L 'GNJ - 3 x99`0 ' 'N ,1Z-0 - J1XV dVD d3 .3WVI0 t<6 ONd - (# ON) WO t7Xt7 `ONA SIV 1d SIHSI3H JINOIN VH 3H1 NI 03d3A003d SINIOd W0dd G3HSI-18VISI NOI1ISOd - -1VNVO NI STIVA d3Nd00 = Slv-1d 6/S S3NOV N33d0 3H1 NI 03d3A003d SINIOd WOdd 03HSI-18V1S3 NOIIISOd - 1VNVD NI S-1r1Vd N3Nd00 = 30N0d SIN31N3dnSV3W SINIOd 031V -13d K-1 110IA3dd W0dd G3HSI-18VIS33d NOIIISOd - G3,IOd1S30 .,17/ H01Ia IONS M dO `M <'O SI 30N3d 000M <v 1SV ,9g0 <C2ZSbe 0Nd - (I7L.9981) 0/23I 3/t 1H0I1/M 3Od 1b`I0W- «v iIb'L30 dWf1d -1I3M 2303 3811SO10N3 DOOM <& X <b TTVM >10018 3aIM <L°O 11 11 11 , 11 11 11 113M/M OVd '0N00 <9 X <9 11 11 11 11 11 11 11 11 11 11 11 SINT /// a9u 1IVJ.3a / i i '90718 ONILSIX3 11 11 11 11 11 1 1 11 30N3d 323IM OOH ,t7 310d LHOI1 000M d003 dA3-1I11'0 ;017 (TIVM d0 30IS "M NO S318VO S23d1,W 0R3103-13) TIVM 10019 ('1,0N8 dO LSd3 (LSOWN233HLf10S) VafV OnW HIIM = /M 3OIAd3S ;IdV1INVS = 110 3A1VA 83IVM = S3OIAd6S131VM = 0 NSIG ONV J1IVN >I -d ONnOJ _ f .W.O = 00d NOdI = • 3-10d d3MOd 000M = 'd`d`M -1V0Id,k1 = 'd.k1. .iNbg A0 dOl = 1334 3dVn0S = *ZS 3NOHd3131 -T138 Nd3H1110S = `1'8°S XdV1INVS = 'NVS , VM-d0-IHOId = M/d 30N30IS3d = 'S38 -1VI0Vd = 'add Sniavd = ) DN30NV1 3O INIOd = '1'd a3S0d0dd = 'd0dd IN31A111NOA 30N3d3d3d 1N3NV1A1d3d = `VV'd'd 310d d3MOd = `d'd 1N31/1130N3WW00 dO INIOd = `O'0'd SNINNI038 dO 1NIOd = '8'0`d -1IVN N01V> d3NdVd = `>I`d IN3\13SV3 30VNIVd0 31VAIdd = '3'a"d INIOd 10d1N00 1N3NVWd3d = "d'O'd 3dn1VAdf3 d0 INIOd = `O`d NO081V-id = '8'd S3dIM 0I8103-13 QV3Hd3A0 = 3H0 >1008 030033 1VIOIdJO = .8,d.0 3-1VOS 01 ION = SIN 1VIOVd ION = 'd'N WniVO 1VOIId3A 0I130030 11VNOI1VN = `0`A`O"N 1N3WnNOW = `NOW a3dnSV3W = "SV3VV 61OHNVW = `H'W IN31/13SV3 30NVN31NIVW 3NV-1 _ '37\1`-1 dVO 0I DIISV-1d HIIM 003 NOdI = 0/dI 003 NOdI = d/I IHOI1 d3MOd VGIdO d = -V&A ONnOd = "CNA d001d 03HSINId = "d'd d31V/ dO 3003 = M'0'3 1N3W3AVd dO 3903 = `3`0`3 NOIIVA3-13 = `A2-3 1N31AI3SV3 X1I-llin 30VNIV80 = '3'r -`a 1N3W3Sv3 30VN31NIVW 39VNIVdO = '3.W,a IN3N3SV3 30VNIVd0 = '30 03d3A00 = 'A00 313dDN0O = 'ONOO IN3WfNOW 313d0N00 = 11\10 3NI1H31N60 = 000nISNDO-18 313dDN00 = 'Si8'0 NISV8 HOIVD = '8'0 ildVC1Nn08 = 1\0N8 NdVW H0N38 = `W°8 H10N31 DdV =1 31ONV V1J130 = I 310ddO3010'0 NO 0I2310313 0Nn02 J233aNn 30IS 'M NO D1810313 0N(10H02330N(1/M 'd'd 000M sv 07 �9 V n09 72 c1 S\ 1t0 v'd23v ONIN23dd `0N00 N23d9 1V131A1 DNILSIX3 041VM30IS SA00) JOd3A31LLNV0 ,0*17 S9 30ISNI 113M/M "0018 1d13W<8X<9 H1008 .13>0I1 1V1301 & g X <O's V dV DNIXdNd 'ONOO 03023 113HS .9;< 1IVl3a 33S (').0N8 dO LS3M <V0) 233SI23 180 (7CaN9 dO 1.03M <8`L) (1SOWN83HL230N) .V« lIVL30 M/23 3A 1VA NIVV\I 30804 d'd M <69S2 2 [ `2.99 .8.0.1 NVO 10 `03S 17/1 dN 3HL dO 3N11 `N 2y1'��199 M.6 i.2o6SN ,6V999 8993 (M/d (08) 9? ON IV O oid15ICI 1Od LNO3 83.1.VM SM1dVJ 3083Id llO, E485BS01.(wg 10-25-00 1r34t11 pro EST s • • • • • • • • • •_• • 0.11.11 Lawson, bl Webb, Inc. LB '6674 ENGINEERS • PLANNERS SURVEYORS 590 NW Peacock Boulevard, Suite 9, Port St. Lucie, Florida 34986 (561) 878-1700 • fax: (561) 878-1802• email: lnw—psl@lnw—inc.com West Palm Beach • Port St, Lucie X.. ,h. M. ,; ,4 . i6., A=V, REVISIONS ADDED CERTIFICATION 9-12-00 ADDED 50' SCALE DWG. NOTE 84 HYDRANT 10-24-00 1SV r85"0 <(2Z V81) O/NI «8/g ONd - (t7L9991) O/SII « 8/g 1 S /► ONID{d'dd *ONOO (>flVM3CIS Sd3AO0) JOOd d3h31IINVO <O't7 H"d 'ea -18 SOD )1H015 v3Nb JNINdd 'ONOO «8« 1Id1:(1:3S « v« ii`d13a 335-`.7r M/2 310 ‘92`999 ` Mtt�OtGt06.8N 0 34N3d 3lIM altf8 <t7 HOIIC *),CNB dO 1S'd3 <L'O) (1SOVNN23dH1(lOS < ,e 0 3OISNI T JM/M 'Ja19 71.1_31A1,2 X <9 i CML:NB d0 1S3M <1 `g) d3SI23 18S (',laNB dO IS3M ‘2.2.) (ISONNd3H180N) (MO«gL 11 11 11 11 11 11 11 11 11 11 1 1 11 1 1 1 1 11 1 1 1 1 11 11 1 1 11 1 1 1 1 11 11 1 1 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 GVOd 11HpS 3CIM <8 } LHOI1/M 310d l d13Vv 310d dO 3CIS 'S NO OI2:UO:13 QNf10H93GNf1 x HIOO9 13 IOI1 1V1301<g'g X <0'9 0 0 rn SHO Halal 3ON3d 32 IM OOH <17 if - x 0 rn 0 Fri 0 = A tOL L99 M“6C1,to 062N 1 e09 .8* ]iom .ls> ±IOddIV- CiJ'NAd Mu6t<8t7O68N £V899Z u V32 V ONIOVd Of V1 30N3d 3 lIM OOH <t7 Cd.1l1) .d.d.M :HO 31Od ±HSI -1 000M 0 • rn m rn 30IS 'M NO OId1O313 aNfl42102:13GNf1/M `d'd GOOM ,6'b • W 0 7 w 0 w 0 LI 0 '7GN8 'M AO 'M <2'0 SI 3ON3d 000M <7 83V Od"dM 'd'd GOOMSN1/ NV8 1V13VV JNIISIX3 *SNOLL V DId�I,r�'�.213D t.il V -77V S 210N `©k V]DI] Cl ( V D ,09) C dO 1 133HS .3S 05l 00l 05 OL 0 1- 9Z 'ON `IVNV 1DId1SIa IO81NOD 1t M S lVd 3383Id 1 4 M/d B485BS02,o wg 10-24--00 918,45 a n EST 03 416.co 1 PF -4P1 m rara LNW • • • • • 000000110 Lawson, Noble & Webb, Inc. LB *6674 ENGINEERS • PLANNERS • SURVEYORS 590 NW Peacock Boulevard, Suite 9, Port St, Lucie, Florida 34986 (561) 878-1700 • fax: (561) 878-1802* email: Inw—psi@lnw—inc.com West Palm Beach Port St. Lucie SCALE: 1 =54' DATE: 08- 21-00 BY: -LJH CK'D: MTK P.B. PG. REVISIONS DATE MAP OF BOUNDARY SURVEY FOR ROOF TRUSSES, INC. ,...;aux, Q OF ROAD 8" WATER MAIN WITH FIRE HYDRANT ASSEMBLY 0 10 25 50 100 150 8" SANITARY SEWER LINE WITH MANHOLE VARIES 1111150111111 w7----- '., X111 = i.,'r■C■■..��IIY =.:��IIIIIIYIIY:� ����1��111111��:���1� ���t� "1"4- 11�����111�1111111111!I�i w��ey;a ����rr■rr • iiiii .■"'■i/1 1�1t/1!:'11�m'�'G■■■ ►i1� rusimrairripareal STORM SEWER LINE WITH CATCH BASIN PAVEMENT TO BE CONSTRUCTED WITH THIS PHASE FUTURE CONSTRUCTION EXISTING WATER MAIN EXISTING FORCE MAIN LAKE MAINTENANCE EASEMENT SAM SLE POINT 0 1-1/2" TYPE S -III ASPHALT 8" LIMEROCK OR COQUINA BASE (PRIMED), (2) EQUAL LIFTS COMPACTED TO 98% MAX DRY DENSITY PER AASHTO T-180 O 12" STABILIZED SUBGRADE (LBR 40), COMPACTED TO 98% MAX DRY DENSITY PER AASHTO T-180 L.M.E. ELEVATION 20,50 DRY DETENTION 1/2" OF DRY PRE-TREATMENT PAVED PARKING DIRECTIONAL BORE OR JACK AND BORE 20' L.M.E. LAKE 1 C.E. = 15.50 3 AC. WATER SURFACE 0.56 AC. L.M.E. ELEVATION 20.00 l'''''N----ELEVATION 16.50/: DRY DETRITION 1/2" OF DRY, CONNECT TO EX. WM WITH 12" X 8" TAPPING SLEEVE AND VALVE DIRECTIONAL BORE OR JACK AND BORE CONTROL STRUCTURE EX. 12" WM EXISTING FIRE HYDRANT. +/_ 850' NORTH OF EXISTING WATER MAIN ELEVATION 20.00 ASSUMED 80% IMPERVIOUS AND 20% BUILDING COVER FOR WATER MANAGEMENT CALCULATIONS. '6" DOUBLE DETECTOR 'CHECK VALVE kTO BE CONFIRMED BY !MECHANICAL ENGINEER) F.P.F.D.D. CANAL NO. 26 (MAINTAINED WATER EL. = 14.00 ELEVATION 19.50 EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY 1-1/2" WATER METER & R.P.Z. BACKFLOW PREVENTOR (TO BE CONFIRMED BY MECHANICAL ENGINEER) DIRECTIONAL BORE OR JACK AND BORE CONNECT TO EX. WM WITH 12" X 8" TAPPING SLEEVE AND VALVE 3485CEO dwg PRIVATE GRINDER PUMP STATION 2" FORCE MAIN STOP SIGN W/ 24" STOP BAR CONNECT TO EX. FM 2" GV EXISTING FIRE HYDRANT. 160' +/-- EAST OF SECTION LINE oo@oo(D000(DeoGoeooec 11 51 '6L = 1d3/1NI M - diN0 61 = Id3ANI '3 Ld2L1SID38 VCI2 0 1792 '0N NO 00 -LL -80 =,l3l df1S T13IJ AO 31VO 0391 ION 'ON 33NVd IIX3 S3dId OAd = OF ENCLOSURE - POSSIBLY GO AROUND W. SIDE OF WALL. 1- ill Z c17 O C7 > 2E P1 73 C) 73 H rn O z N rW cel CD rn h m 1 r� o 11 X 0 > 11 n 55 0 1 -13 z 1 73 0 0 Fri rn rn 1 -- • r - co rc C z n 0 rn 73 7 z --1 rn -13A 73 D rn CO F9 z V : 3J `.J 9L '1661 `61 1S(1D = WOOD LIGHT POLE W/ELECTRIC METER & CONTROL PANEL d3ddVIN CN`d d0,l3Adf1S P1 1 rel -H assn ION = SHOWN HEREON ARE BASED ON N.A.V.D. ADJUST 9961 AO IN d 3ddVW GNV 2 O.k3A2ifS OSSN3DI1 IV -132I SNOTS O 3Sf1ION = rn 0 11 9 "D3S O tit 3SiMd3H10 S' 0 19 007 911 CINV dVG 32� d GNV C32jf1SVJW 323V `NOII 2j 3dlV SDNIdd38 0132I3H1 3AI1 li II 11 O o 0 0 O 0 0 rn r- rn rn m 0 0 0 --1 H1 1 H n 0 n -0 0 70 0 r9 • rn m co - D - z z 0 m m z 111 o .-o < �' ---1 V = 73 iZ m m -1 -1 0 0 z P o (A Cn N --I 0 NI7 M/H 3H1 3O INC., IN WRITING. BEARINGS SHOWN HEREON ARE BASED ON A BEARING OF NORTH 99048)19 HI2 ON SHI DNOOV 193M 13b 2�O 3H1 (INV 3df1 AL RAISED SEAL OF A FLORIDA '031VO01 SV 3d 310d d0 '37Od 3O 3015 MS NO 318V0 D/(1 II II 11 0 0 0 o C r (1) o 0 D 0 73 m n 0 z -1 0 Z P1 r 0 z C1) m 0 m c z 73 71 73 0 C z 0 X -1 - z 0 XrI-+ ' 0 cm i7 X c11 D H n 0 0 73 C m n 0 H -K z F- 0 0 70 D --� 0 m P1 7) U) 0) 0 z 0 F- 0 0 z z 0 r- m m CU CO z 0 .12=1.3dOdd 3H1 SI --n I- 0 `893M 3190 39 ION TIVHS ONV 'ON Oal 01180d 3H± NI 0Nf1OJ 3 3J 73 c1) 0 '} INf100 SIHI ONS THAT ARE NOT RECORDED ON THIS SURVEY -/+ SOV L68'81 DNINIVINO0 HSIN2jf1J NO m IH1 ;l8 C]d003d 30 0 m n 73 z c1) z 0 z MORS SONV1 3H1 HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS-OF-WAY ION SI CINV FIBER OPTIC UNDERGROUND CABLE MARKER dOJ C3Vd32d SI ;1\3Aif19 `S3SSf121 J002 L -V A CO -1 73 - I --1 ....c rz';oE F'COrnm m mn CO co ---1 z0„U H -1 1 - > --1 --1 m - N 1 --‹ (1) 0 z Am --i--1 77 (/) -1-1 . z -0 m 1 WI 0 -N m 73 0 m 73 1 91 c) tomV 0 1' 1 0 11111 0 z 00 c z m z r -r1 z x 73 (1) m n -1 o H i A --i -1 -1 1 Tj = 4\ V z � 0 2E -11 0 n m 73 M 0 c'4 K SCNO0ai SNO 11 11 11 11 11 11 z 0 0 0 0 0 0 0 m m m m co m 0 0 0 0 0 33 111 0 33 7 0 00 0 rn 0 op OHE NNS10 C1NV 1IVN l -d GNf10d = HmfllInnn1(1) i(1) 1(1) 11,› t;10 Irin 1,_1: Ircl_u 1:1c 1.1>1 1(_1) 1c,1: 1:1>) 1:1: 1rcln: 11> : 11,HHHHHHHHHHNHHHHHHH11 n 7] : f'-1-11 :_iri EE : 7!---G, (1:)r1 CC)-) (:(- F-9 CC) :, (: ril 179 C7 CD r- ICO 79x7JEDZ z --< -11 0 0 C° Z CD (D m fq01 8 ri;, i`,1 () 8 M Fri > ;-:. j 91 C) -H 1> 1> > F9 19 19 70 m 0 > K z > rn rn 0 0 E \96, OHE OFE 0 co 0 0 po (11) OHE -57 \S) rn 80' 1 OHE 3DN3d 32iIM 90H i7 310 Vasa 9NIDV24 anw 310 3H0 31-10 o 33Nad. B 1IM SOH «t' -x co c rn 0 2D 0 pn o 0 0 0 00 H Uj OD 0 0 17-1 0 73 11 0 IX co 0 11 M 00 CO M 1234.06' CO M 7J 11 rn 7,7 rn ('JINAd 11VHdSV 10-24-00 co YZ i:(tt C (.9 u. L.L. IL- ° 0 LiJ ADDED 50) SCALE D 411* No co E co 0 O 12 cc cv o OD CD 0 0 • z co • CO 111 up • • 111 4.1 0 Palm Beach wool