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HomeMy WebLinkAboutSurveyN TIE LOT 20 N89°57'49"E 0� (0.8'CNORTH, 105.82' 1.3' WEST) FEN(1.4 CNORITH. Z41' 6.2' W E 0.5' EAST) ALUM f51 Do SHED S LOT 21 ®,_ SLAB 43 SCALE 1"=40' BLOCK 19 COVERED'' S I v) SCREENED 32 2' LLI PATIO m 28.4' Q 14.9' 8.7 5.4' 3.3' 1A LLJ Ld w00 ?� 'O' 12.9 9.1 SLAB p EXISTING I41 N 0 w ~ n RESIDENCE t O 1.0 1.4' C'40 0 CO 4.5' 6.7' 12 5' O Z Lri (n Q 14.8' - - N 0 21.0' z 0 3.7' 6.8' 3.6 © � 32.3' LOT 22 z COVERED BLOCK 19 CONC CONK WALK DRIVE FENCE TIE (4.6' NORTH, FND IR (NO ID) 0.0' EAST) I (0.1' SOUTH, R/W LINE - X 0.1' WEST) R/W LINE -OHUOHU OHUOHU OHU 9WOHU OHU_ 81940If 058' FENCE TIE o5.2 (0.3 FND IR ' WEST) (NO ID) EASY STREET zz' LEGEND 234.18' �80' RAW) ASPHALT A - CENTRAL ANGLE R = CURVE RADIUS L =CURVE LENGTH (C) = CALCULATED (P) PLAT FND FOUND CERTIFIED T0: IR =5/8-IRON ROD LLL��� IP - 1/2' IRON PIPE FPL = FLORIDA POWER AND LIGHT 'JAMES LANGEL y, CHU = OVERHEAD UTILITIES CARLA LANGEL ►-W CM = CONCRETE MONUMENT CD FFE = FINISH FLOOR ELEVANON ND = NAIL AND DISK DESCRIPTION P.L.S. = PROFESSIONAL LAND SURVEYOR w LB = UCENSED BUSINESS THE EAST 105.82 FEET OF LOTS 21 AND 22, B OCK 19, NDIAN RIVER ESTATES, UNIT 6, ® P.B. = PLAT BOOK ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE(S)'57, OF THE 8 = RIGHT-oF-WAY PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. ® = EXISTING WELL =EXISTING FOUNTAIN SAID LAND CONTAINS 0.40 ACRES, MORE OR LESS. ® = CABLE TELENSION Box Q = AT&T PEDESTAL SURVEY NOTES. ® =WATER METER 1. This survey is not valid without a signature and original embossed seal of a Florida CC, = WOOD POWER POLE Professional Land Surveyor. �Q� CONCRETE POWER POLE 2. Description provided by client and/or their agent. a = GUY ANCHOR 3. The last date of field work was September 20, 2019. SET IRC LB 7056 4. Underground improvements and foundations were not located as part of this survey. cork = CONCRETE 5. Bearings shown hereon are based on the North R/W line of Easy Street, bearing OC 1/2' IRON PIPE AND CAP S89'57'49"W, as monumented. All bearings are relative thereto. IRC = gs IRON ROD & CAP 6. All boundary information shown is calculated per plat, unless otherwise shown. D.U.E. - o..¢¢AI1 XtPANTD'UWU.TY EASEMENT 7. Property lies in flood zone "X", per map 12111CO281 J, dated 2-16-12. U•E.=,11TI11 - z 8. Additions or deletions to survey maps or reports by other than the signing party or -X- ' parties is prohibited without written consent of the signing party or parties.-0 9. Ownership of fences is unknown. AWE 1 J' LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH INFORMqTION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY BYe OTHERS THRouOR APPROPRIATE TITLE VERIFICATION. RICHARD C. LAVEN , FLORID �p- REVISION DESCRIPTION DATE '. -'• BOUNDARY SU ;,ems .,� PREPARED FOR JAMES & CARLA LANGEL REF. JOB NO. DRAWN BY DATE DRAWING NO LAVENTURE & -ASSOCIATES, INC. 04.0420-2 MWH 9 23/19 19.0420-3 PROFESSIONAL SURVEYING AND MAPPING F.B.,PG. ALCUTATED B SCALE SHEET NO. 2552 PETERS ROAD, SUITE D 19-256/27 RCL 1"=40' 1 OF 1 LB 7056 (772) 398FORT 6 30PIER0 PHONORIDA (772) 398-6426 FAX f= �� a o z m W N Cn -mi ( n F7 9, N LOT 20 N89°57'49"E FENE TIE (0.8'CNORTH, 105.82' 0 1.3' WEST) (1 4N NORTH, lyT '11L 6.2' W E 0.5 EAST) i5f 03 SHED-9 S LOT 21 ® - - SLAB tl3 SCALE : 1 "=40' BLOCK 19 LOT 22 BLOCK 19 R/W LINE 234.18' 14.9' c O 1. N O 4. O L0 (.014.8' " O 3.7' 6.8 Z FENCE TIE (4.6' NORM 0.0' EAST'. CERTIFIED TO: JAMES LANGEL CARLA LANGEL DESCRIPTION X CONC w a 28. 32.2' � �L33,�CA LL1w00 00 SLAB p mSTING h N O > iIDENCIO Z pU Fy 7) 1.4' p (0 2.5 Io O z - M (n Q 0 21.0' " 32.3' CONC CONC WALK DRIVE FND IR (NO ID) (OX SOUTH, -0.1' WEST) R/W LINE �9°57'49"W--\_FENCE TIE 105.82 (0.3: NORTH, 0.5 WEST) EASY STREET z' ASPHAL THE EAST 105.82 FEET OF LOTS 21 AND 22, BLOCK 19, INDIAN RIVER ESTATES, UNIT 6, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE(S) 57, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LAND CONTAINS 0.40 ACRES, MORE OR LESS. 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 September 20, 2019. 4. Underground improvements and foundations were not located as part of this survey. 5. Bearings shown hereon are based on the North R/W line of Easy Street, bearing S89'57'49"W, 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 12111CO281 J. dated 2-16-12. B. Additions or deletions to survey mops or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. 9. Ownership of fences is unknown. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS, RESERVA710N5, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY BY: OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. III LEGEND A - CENTRAL ANGLE R = CURVE RADIUS 6 - CURVE LENGTH (C) = CALCULATED (P) = PLAT FND = FOUND .IR = 5/8" IRON ROD IP = 1/2° IRON PIPE FPL = FLORIDA POWER AND LIGHT OHU = OVERHEAD UTILITIES CM = CONCRETE MONUMENT FPE - FINISH FLOOR ELEVATION ND - NAIL AND DISK P.L.S. = PROFESSIONAL LAND SURVEYOR LB = LICENSED BUSINESS P.B. PLAT BOOK R/W RIGHT-OF-WAY ® = EXISTING WELL 0 = EXISTING FOUNTAIN 0 = CABLE TELEVISION BOX Q - AT&T PEDESTAL ® = WATER METER WOOD POWER POLE CONCRETE POWER POLE = GUY ANCHOR 0 - SET IRC LB 7055 CONC - CONCRETE ]PC - 1/2° IRON PIPE AND CAP IRC - y5 IRON ROD & CAP D.U.E. U.E. - Q(tAII§Xt9AN&-1nVTY EASEMU 11 1.Y.iipi TIT. ' .. BOUNDARY SU ;a PREPARED FOR JAMES & CARLA LANGEL REF. JOB NO. DRAWN BY DATE DRAWING NO LAVENTURE & ASSOCIATES, INC. 04.0420-2 MWH 9/23/19 19.0420-3 PROFESSIONAL SURVEYING AND MAPPING F.B.,PG. ALCULATED B SCALE SHEET NO. 2552 PETERS ROAD, SUITE D FORT PIERCE, FLORIDA 34945 19-256/27 RCL 1"=40' 1 OF 1 LB 7056 (772) 39B-6430 PHONE (772) 398-6426 FAX