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HomeMy WebLinkAboutVEG 2 BOUNDARY SURVEY & SIE PLAN PREPARED FOR TVILLIAM & LAUREN SKOPELJA Mg Mum UNPLATTED UNPLATTED i I I I (OCCUPIED) / \(VACANT) SET 5/8- IRON ROD I 30.00' S 89050'20" E 300.62' & CAP "LB 8360" S 89°50'20"E DH D W FOUND 5/8- IRON UTILITY POLE ROD (NO ID) o 0 75 FENCE CORNER � N yL 0.6' S, 0.3' W. 18 I 20' SETBACK LINE 135.5' 4 ' 738.3' SCALE IN FEET I0 15 30 . 3 O2 E/AVAILA�BLE MAP SCALE: 1 INCH = 30 FEETINTENDED DISPLAY SCALE ALL SURROUNDING ___PR_OPOSED _WATERLINE__ 2 5 © ELD 21.PROPOSED WELLDESCRIPTION: LOTS HAVE NO SO FT 9THE NORTH 1/2 OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE OBSTRUCTIONS WITHIN 2 �0 2EA 1ao SOUTHEAST 1/4 OF THE NORTHWEST 1/4, OF SECTION 18, TOWNSHIP 34 SOUTH, 100'OF LOT LINE ' ,s to i � PROPOSED❑ 00 RANGE 40 EAST, LYING IN ST. LUCIE COUNTY, FLORIDA, LESS THE EAST 30 FEET. w °��ti 72 RESIDENCE ico co PROPOSED PORCH z I I cal Q0 a sF� CflLLJ \ 5��9�� © O 1 0 Q O I O UNPLATTED lJ l an (OCCUPIED) i\j w MI a `" i 0 I of PROJECT SPECIFIC NOTES: N 3 \ 70 o io I a 1) UNLESS SHOWN OTHERWISE, ALL DIMENSIONS ARE CALCULATED(C)AND MEASURED(M). �o/ �— — 45.2' 38.3 16 — — s — — — — 127.0' — — — — — — — 2) REFERENCE SURVEY:THIS SURVEY WAS DONE BASED ON A BOUNDARY SURVEY PREPARED BY o \ ./ 8 2 O 4 o EXACTA LAND SURVEYORS, LLC., SURVEY NUMBER 2103.2605, DATED 03/19/21. z 31.0' 2 / I O PROPOSED DRIVEWAY Qa s i I 3)SITE ADDRESS: 4931 SOUTHWIND TRAIL. $ so.o' a 0 I I z W 4)PARCEL ID: 1418-241-0035-000-1. Qs ©1,- 5 ! t2 I = 5) F.I.R.M. ZONE: "X", MAP NO. 12111C0088K, DATED 02/19/20. ® N 1/2 OF SE 1/4 OF NE 1/4 a PROPOSED OF SE 1/4 OF NW 1/4 I = I 6)THIS SURVEY IS NOT INTENDED TO DEPICT JURISDICTIONAL AREAS OR OTHER AREAS OF LOCAL I a 4 I USTORAGE O CONCERN. BUILDING 2 3 s 4 ±1.15 ACRES o Y I 2 �© VACANT-HEAVILY WOODED Q 7)SURVEYOR WAS NOT PROVIDED WITH ANY TITLE INFORMATION FOR THIS PARCEL. SURVEYOR OQ O ( ) I i m ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE ACCURACY OF EASEMENT DIMENSIONS SHOWN HEREON, THERE MAY BE OTHER EASEMENTS OR RESTRICTIONS THAT EFFECT THIS PARCEL. 31.3' 60.0' 20' SETBACK LINE a i o 8)THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 9)ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY N N I SET 5/8" IRON ROD OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. & CAP "LB 8360" 10)THE DESCRIPTION SHOWN HEREON WAS PROVIDED BY THE CLIENT OR THE CLIENT'S N 89052'24" W 302.10' BENCHMARK IN 89052'24"W ROD (NO ID)REPRESENTATIVE. 5/ IRON SET MAG NAIL & DISK 30.00' ROD ( 11) BEARING REFERENCE: THE SOUTH LINE OF THE NW 1/4 OF SECTION 18 IS TAKEN TO BEAR NORTH UNPLATTED FENCE CORNER UNPLATTED "LB 8360" IN UP i 89°51'14" WEST. (OCCUPIED) (VACANT) ELEV. 24.75' (NAVD sa) I i I tiff 0.5' S, 1.2' E. 12) DATE OF LAST FIELD SURVEY: 05/26/21. 4 l o � I I m z PROJECT SPECIFIC LEGEND: U ID = IDENTIFICATION N UP= UTILITY POLE SITE PLAN NOTES: d 10 = PINE TREE 1)SUBJECT TO CLIENT AND PERMITTING AGENCY APPROVAL. 10 = CABBAGE PALM 2) CONTRACTOR IS TO VERIFY SETBACKS AND LOCATION OF EXISTING UTILITIES. �o = OAK TREE 3) HOUSE DIMENSIONS SHOWN MAY BE APPROXIMATE, REFER TO APPROVED W 100 BUILDING PLANS FOR CONSTRUCTION DIMENSIONS. NOTE: THE NUMBER SHOWN ON TREE SYMBOLS REPRESENTS THE TREE DIAMETER IN INCHES 4) THE ELEVATIONS SHOWN ARE BASED ON THE NORTH AMERICAN VERTICAL o 0 DATUM OF 1988 (NAVD 88). z o ° 0 nl0 w U) I Iz .Z PREPARED FOR THE EXCLUSIVE USE OF: .o WILLIAM R. SKOPELJA M LAUREN SKOPELJA :U- �0 z J V)bi I I�t WEST 1/4 CORNER OF SECTION 18-34-40 CENTER OF SECTION 18-34-40 FOUND MAG NAIL & DISK "LB 7903" FOUND RAILROAD SPIKE (NO ID) SOUTH LINE OF THE NW 1/4 OF SECTION 18-34-40 — — — — — — — — — — — N 89°51'14"W 2655.60'(M) — — — — — — — — — — — (BEARING BASE) LEGEND 1. No ARDsea NOTES: TRADEWINDS SURVEYING GROUP LLC. ®—Set Iron Rod and Cap "LB 8360" ■—Found CM 1. No search of the public records for determination of ownership or restrictions affecting the lands , *—Found Iron Rod and Ca O —Fond Pie and Ca shown was performed by the surveyor. ( p) u p ( p) 2. The survey depicted here is prepared exclusively for those parties noted. 200 SW 3rd Avenue ABBREVIATIONS 3. No responsibility or liability is assumed by the surveyor for use by others not specifically named. Okeechobee, FL. 34974 SITE PLAN & TREE LOCATIONS 06/18/21 357/65 WC JJRsignature Boseline; BM=Benchmark; q=Centerline; C=Calculated; CATV=Cable TV; CM= + 4 Not valid the i t d b d seal Florida li d d #4506 Concrete Monument; CONC=Concrete; D=Deed; o=Delta or Central Angle; E=East; . O va without sgnaure an embossed sea of licensed surveyor an mapper . Tel: (863) 763-2887 014 BOUNDARY SURVEY 04 02 21 366 44 WC JJR E'LY=Eosterly, E/P=Edge of Pavement; ESMT=Easement; F.I.R.M.=Flood Insurance 5. There are no visible above ground encroachments except as shown. ap; FND=Found; IP=Iran Pipe; IR&(C)=Iron Rod (and ID Cap); L=(Arc) Length; Fax: 863 r Rote M 7643 • �}:! DESCRIPTION DWG. DATE FB PG BY GK M=Measured; MH=Manhole; N=North; N'LY=Northerly, NGV(D)=National Geodetic 6. No attempt was made to locate underground improvements and/or encroachments (if any) as part of ) 3- 427AN�� .; Vff ertical (Datum) of 1929; NTS=Not to Scale; OHW=Overhead Wires; f=Property this survey. _. A DRAW/NG NUMBER. Line; P=Plot; PC=Point of Curvature; PCC=Point of Compound Curvature; PCP= 7. This survey was prepared in accordance with and conforms to the standards of practice for Q SCALE = 3o Permanent Control Point; POB=Point of Beginning; POC=Point of Commencement; professional surveyors and mappers as outlined in Chapter 5J-17, Florida Administrative Code. :r 2 13 PRC=Point of Reverse Curvature; PRM=Permanent Reference Monument; PT=Point ppof Tangency; PU&D=Public Utility and Drainage; R=Radius; R/W=Right—of—Way, — f �5,. ' '(r1• ` S=South; S'LY=Southerly, T=Tangent; TEL=Telephone Splice or Switch Box; W=West; C11 SHEET / OF W'LY=Westerly, UTIL=Utility(ies);.�=Spot Elevation based on indicated Datum. n 1Z1Ce, P.S.M. (LS 4506) L13 8360 k