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HomeMy WebLinkAboutBoundary SurveyFile copy K LECi£N tV Fa- A ['3'32 EVIArIONS A AREA AC ACRE(S) AE ACCESS EASEMENT ASPH ASPHALT AVE AVENUE AVG AVERAGE BLVD BOULEVARD BM BENCH MARK BOC BACK OF CURB BOT BOTTOM BRG BEARING BS BOTTOM OF SLOPE (C) CALCULATED FROM FIELD MEASUREMENTS CB CATCH BASIN C&G CURB AND GUTTER CA CENTER LINE CM CONCRETE MONUMENT CMP CORRUGATED METAL PIPE CO. COUNTY GONC CONCRETE - ! CHORD COORDINATES) COR CORNER CULV CULVERT DE DRAINAGE EASEMENT ----DEG -OR ' --DEGREE DIST DISTANCE DWY DRIVEWAY EDP EDGE OF PAVEMENT ESMT EASEMENT EXIST EXISTING FDN FOUNDATION FOOT FLORIDA DEPARTMENT OF TRANSPORTATION FF FINISHED FLOOR FH FIRE HYDRANT FL FENCE LINE GR GUARD RAIL GW GUY WIRE HWY HIGHWAY ID IDENTIFICATION NUMBER 1-4 INTERSTATE HIGHWAY IP IRON PIPE IR IRON ROD INV INVERT IRC IRON ROD & CAP LP LIGHT POLE (M) MEASURED DATA MES MITERED END MH MANHOLE MHWL MEAN HIGH WATER LEVEL MLP METAL LIGHT POLE MON MONUMENT N NORTH N&C NAIL AND CAP NO OR # NUMBER NTS NOT TO SCALE (P) PLAT DATA PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE P.C.P. PERMANENT CONTROL POINT PA PROPERTY LINE P.O.B. POINT OF BEGINNING P.O.C. POINT OF COMMENCEMENT PG. PAGE PP POWER POLE PR PHONE RISER PRC POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PT POINT OF TANGENCY PVMT PAVEMENT PWR POWER R RADIUS RCP REINFORCED CONCRETE PIPE RD ROAD RR RAILROAD R/W/ROW RIGHT—OF—WAY SH SOUTH S/L SETBACK LINE SIR STATE ROAD ST STREET SWK SIDEWALK T TANGENT TBM TEMPORARY BENCH MARK TOB TOP OF BANK TOC TOP OF CURB TOS TOE OF SLOPE TS TOP OF SLOPE TWP TOWNSHIP TYP TYPICAL UE UTILITY EASEMENT W WEST WPP WOOD POWER POLE & AND 0 AT A DELTA ® WATER METER ® CABAGE PALMS, TO BE MOVED HORSE TRAIL COSSON AREA AND STORM WATER MANAGEMENT COMMON AREA 70' R/W - gAgA� + gbh+ +gig +gg� FND IRC + $ $9'58r1 Q41 W + 416.00' FNS111 D IRC2391 + �� RLS 111 2391 _ 10' DRAINAGE EASEMENT ,0' DRAINAGE EASEMENT 10' DRAINAGE EASEMENT H ][ - HI J[][� J[ 7[ 7[ It l[ 7[ J[ 7[ ][ ][ ][ ][ l[ ][ r 9d, 99 4' PVC FENCE 4' PVC FENCE g�9 1 g�5 9a� 9g FILE COPY EXISTING POND 4,1 Flan/ v+�'A 142.9ft N gg 6 31 i .2ft Fe 6aari`i s '_ ut u:aE' u efYiS-6J� i.aY� ♦i<xi'1 t��Lc�t1S-f r ZZ r� pp NN'� V ga. as m a,25k .•.h is z.Rku! w V \5 AfA ZG1 0 ({ �2 91 D a ORANGE AVENUE EDWARDS Pad �i OKYE 71 VMITE QTNY RROAD = SITE PRIMA VISTA BLVD. o ��9 , LOCATION MAP C•AIZZ LrON COUNTRY USrArES A PORTION OF LAND LYING IN SECTION 11, TOWNSHIP 36 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA. " b LFC,AL DESCRIP7 ION i'I z o - BEING ALL 06 LOT 5, CARLTON COUNTRY ESTATE AS PER PLAT p THESE PLANuAND ALL PFBf" 0°•�lr1y+,1?taJk THEREOF RECORDED IN PLAT BOOK 46, PAGES 29 AND 30, OF THE ARE SUBJECT TO A#5$ PBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. (,1 REQUIRED BYF!2L ;X2,lPu(;TOfd§ TjjAT MAYBE NECESOARY IN ORDER-T9 _ I I COMPLY WITH ALL APP6,CAD-Cv a T___5 - g 98 _r._. -- - CN > LOT 4 VAC, 3l� LOT 6 OCC. 1. THE, BEARINGS SHOWN HEREON ARE BASED UPON THE CENTERLINE OF WAGONWHEEL LANE AS W I RECORDED IN PLAT BOOK 46, PAGES 29 AND 30. PUBLIC RECORDS ST. LUCIE COUNTY, FLORIDA. 1 FFE = 103.96 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. O 3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LANDS 1 I OF OTHERS. _ 196.Oft 4 UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE �< ^ gp a © 98S PROPOSED WELL FL00D INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111C 0250 F, EFFECTIVE DATE f{' 1ip�l �• UTURE 11.33' 75.Oft O 9 OOL I AU>UST 19, 1991. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION p _ m CERTIFICATE. o 1102 •52ft 35.00' 6. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED 17 ® 29.00 /$ SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 20' 9.7 f PROPOSED o o PROPOSED cov. PORCH $ 8 PUMP HOUSE 4i 7. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR m 60.Oft i 12.00' PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. i t 0.40' 4 D PROPOSED w 20.00ft 4% B. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD MEASURED DATA. 1 SEPTIC m j EXISTING SEPTIC q I AREA Si o N PROPOSED 1 STY CBS 107.4ft 9. THE LAST DATE OF FIELD WORK WAS MARCH 17, 2011. w o I REgIDENCE j `.'}.SD.Oft \ W I q u Ire 1a2,Iq 24.00' 10. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFlCE FOR RIGHTS -OF -WAY, rn B roPROPOSED" PROPOSED 1 PROPOSED I GARGAGE EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENTS DEED RESTRICTIONS OF MURPHY ACT , T�, a 1 TANK I $ oo CONC. DR. DEEDS. & L6_X9'. 9 22.00' 11. ELEVATION SHOWN HEREON ARE IN FEET AND BASED UPON ASSUMED DATUM. _I rrtvruac gg`L COVERED ENTRY � w 98� t 9 w W MIN, SETBACK REfl. 8� < a < FFRONTo a �- DESX� REAR e— ZNG, CURVE RADIUS _I ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE 16.00ft PROPOSED CONC. DR 4' PVC FENCE' All 99D 1` P1 OL1 lb �g0 O 98 8 ET IRC/ RLS 1971 —3f-�I -3f-- 3E . ]t t • tI . b J[--9[--]t --9E—f IF 11 I11 3E— f JE -3f- I[ - if �-11 ] It -3E -4f IF —TIE ff 3E • 11 ifif3f- )[-- It 9# $8 10' PUBLIC UTILRY EASEMENT g1' 10' PUBLIC UTILITY EASEMENT N 8986'18" E /IIrO FND IRC 332.60' 15" CMP FND IRC gg RLS 2391 8 SD 8 SD 8 SD RLS If 4391 98•D FND PK & DISC �ti 9)s `. 0g �\ 95 6D' RLS / 2391 (PCP) (g6 30.Oft g gg' '1�q 30, 41, BENCHMARK ELEV. = 1 GOADASSUMED DA'1UM. �� N 89'56'18" E _ ^/_`� �1�u12^rl 1 n ]�'� °' 332.60' BASE BEARING — �/L W 1'17! EFL LA V&C - — — „ �— 832.00' 20' ASPHALT 60' R/W N 89'56 18 E u I , I i 153.5ft cp, f+ 4 4' PVC FENCE ro A g� l[ P FNDIRC RLS \ RLS jf! 2391 L TRAN. Z 343.6ft— gg 97.72 ° g 75.Oft FND PK & WASHER BENCHMARK ELEV. = 99.79 .-ASSUMED DATUM EXISTING WELL •n2Qk NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. L. CHARLES AIRNOLD DATE SIGNED PROFESSIONAL SURVEYOR & MAPPER FLORIDA CERTIFICATE NO. 4971 0 � d- I� N � 0� I lw Q 0 (� ,C For ,n d' J � rn LL N ®LLia 20� W 0� �o LLI .� (�% a L) x Q `d7 LL_ z OIL 1� N W ILO u- r^ J' L_ N 1�u` T EO Lou04 DD J (n I c 2 _� Q � N Vy j (/) LL COD z N U z LiJ 0 GO 0 ti z 0 w O' w p J ❑ J 9� �1 U53 o r' Z IS r V Nag H O In W �s z z z� A X-6.7 L- w A ¢ T. I Rage! 2 D- Q Loga A A z a ❑ H Q ❑ o0. UaF U s�a M kV U `D & � Oil pJ N DRAWN BY, LCA CHECKED BYI LCA DATE, MAR 19, 2011 HORZ, SCALE, 1'=30' VERT. SCALE, V SEAL PRINTED DATE SHEET 1 OF 1 CADD FILE: 11-507