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HomeMy WebLinkAboutBoundary SurveyI' o' / I �C I I I / W � QCD I to 0. O N Z fl O In Z Z C ivo I� W I N rnm Z4 ZI-- A �< NN AGO 0 z J 000i FND IRC 2391 (0.1' NORTH, S89'04 58 E 0.1' EAST) 150. nn' 1 E' D.U.E. 0 Do IN 1.3' 1 5.8' 67.2 -25.5'0. 4'2' LOT 261 PROPOSED 13' 5.8 22.5' RESIDENCE PROPOSED o FFE=101.67 5.1' o 3.5' 3.1' ti PROPOSED 16' DRIVE' '? - 1.3' 5.0� COVERED 1 2 7, ENTRY i.3 4.3' 44 7' . OI W I� f\ J OI CALCULATED ` I � POSITION I o N89'04'58"W` JD IRC (ILLEGIBLE) 150.00' (0.1' NORTH, OX EAST) N W- I CERTIFIED TO: S GHO MEADOWOOD CORPORATION SCALE 1°=3 DESCRIPTION LOT 2.61, MON TE CARLO COUNTRY CLUB UNIT 3, ACCORDING TO RECORDED IN PLAT BOOK 23. PAGE 27, OF THE PUBLIC RECORI SAID LAND CONTAINS 0.41 ACRES. MCRE OR LESS. LOT 260 FFE=102.11. FAIN. SETni C I. FRONT SIDES 'ONR $10 S REAR ZNG. LOT 264 FFE=102.55 LOT 263 (VACANT) LOT 262 (VACANT) FND I (0.1' 0.2' 3Se' I c. Z u) ' N O 00 o o �O 0, O M (n F- U a I�- FND IRC 13LOO11STER (0.1' 1 O TH, °o 0.2' EAST) gcn. g. SURVEY NOTES 1, This survey is not valid without a signature and original embossed seal of a Florida Professional Land Surveyor. 2, Description provided by Client and/or their agent. 3. The last date of field :work was October 17, 2019. 4. Underground improvements and foundations were not located as part of this survey. 5. Bearings shown hereon are based on the East R/W line of Bent Pine Drive, bearing N00'55'02"E, as monumented. All bearings are relative thereto, . 6. All boundary information shown is calculated per plat, unless otherwise shown. 7. Property lies in flood zone "X", per map 12111CO160 J. dated 2-16-12. 8. Additions or deletions.to survey mop's.. or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. 1. All elevations s.nown are based on an _assumed datum. LANDS sHONN HEREON WERE NOT AUSTRACIF.D FOR RIGHT OF WAYS, RESERVATIONS, AGREEMENTS, AND/OR CASEMENTS OF RECORD, SUCH INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY11 gy; OTHERS THROUGH APPROPRIATE TILE VERIFICATION, REVISION DESCRIPTION DATE I REF. JOB N0. DRAWN BY DATE DRAWING NO 19.1650-220 LMWH j 1/24/20 F. B..PG. iCALCULATED BY SCALE 19.1850-220 SHEET N0. CPS I RCL _ 1"=30' 1 OF 1 LEGEND A = CENTRAL ANGLE R = CURVE RADIUS L c CURVE LENGTH (C) = CALCULATED (P) PLAT FND FOUND IN = 5/8' IRON ROD IP 1/2- IRON PIPE CHU = OVERHEAD UTILITIES CLI = CONCRETE MONUMENT FFE m FINISH FLOOR ELEVATION PKD PK NAIL AND DISK P.L.S. = ROFESSIONAL LAND SURVEYOR ORIDA POVZR AND LIGHT LOU LI _ D BUSINESS P.R. = PLAT BOOK A, R/VI = RIGHT -OF -NAY , © EXISTING 'HELL p = AT&T PEDESTAL WATER METER = LAMP POST El e ELECTRIC SERVICE DDX EOM = WOD POWER POLE 0 = SET INC LO 7056 CONC = CONCRETE INC _ 0.5 IRON ROD R CAP D.U.E. DRAINAGE AND UTILITY EASEMEN -X- G' VINYL FENCE _ OAOLE TELEVISION BOX N�. ZV FIRE HYDRANT 12j FHI. TRANSFORMER PAD NSLR%C5 NGRIH ST. LUCIE RIVER WATER CDVTROL DISTRICT BOUNDARY SURVEY PREPARED FOR GHO MEADOWOOD CORPORATION LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING W--- 2552 PETERS ROAD, SUITE D FORT PIERCE. FLORIDA 34945 LB 7056 (772) 398-6430 PFIONE (772) 398-6426 FI