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Home My WebLink AboutSURVEYS1903- MOR VE (60' R/W) POSITION 502.32' R/W LINE 09 2619 Department =_'County LOT 278 LLJ I`0- n O O d- O O U) O Z CO. PROJECT BENCHMARK SET NAIL/TIN TAB (NO ID) T EL=100.00 (ASSUMED) S89'19'07"E 108.00' SET IRC LB 7056 L2 VALLEY (TYPICAL) ) 10' D.U.E. R/W LINE u N MIS � = ENCROACHMENT 24.0' 5.8 9.0 5.8 FPL PAD (1.2' SOUTH, �? 0 I 0.9' WEST) N tV�O�N 11.1" 2.9' 5.6 24.0' 3' i� N 2.9 6 5' 5.0'It LOT 279 a IS v _ LOT 280 :5 I FORMBOARDS I Z5 Ln O o TOP OF FORMS O 01 EL=101.69 d' L0 1.4' 13.1, I O - 5.1' 3.5' n O N o 6.9' to 4I 24.0' 17.9' 16.0' 24.0' W E S _I LO I SCALE : 1 "=30' LEGEND 10' D.U.E. A R - CENTRAL ANGLE = CURVE RADIUS L (C) = CURVE LENGTH =CALCULATED N89'19'07"W FND IRC 6330 CERTIFIED TO: 108.00' FND 4"X4" CM (NO ID) FND PLAT (0.2' EAST) GHO MEADOWDOD..CORPORATION IR a / B IRON ROD 5 _ TRACT 4 SCANNED UTILITIES PEF,ZM.IT 1.9,03-0.6VM HU = OVERHEAD BY CM =CONCREE MONUMENT DESCRIPTION tyFFE St. Lucie Coun FPL = FINISH FLOOR R AND DIN = POWER AND LIGHT PKD PK NAIL = PK NAIL AND DISK LOT 279, MONTE CARLO COUNTRY CLUB -UNIT 1, ACCORDING TO THE PLAT THEREOF, AS P.L.S. = PROFESSIONAL LAND SURVEYOR RECORDED IN PLAT BOOK 23, PAGE 25, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. U3 - LICENSED BUSINESS P.B. - PLAT BOOK SAID LAND CONTAINS 0.37 ACRES, MORE OR LESS. R/W ® = RIGHT-OF-WAY - EXISTING WELL SURVEY NOTES OQ =AT&T PEDESTAL 1. This survey is not valid without a signature and original embossed seal of a Florida ® = WATER METER Professional Land Surveyor. CO, = WOOD POWER POLE 2. Description provided by client and/or their agent. O = FNO IRC LB 7056 3. The last date of field work was May 6, 2019 (F.B. 19-255/6). CONC - CONCRETE 4. Underground improvements and foundations were not located as part of this survey. IRC D.U.E_ - ®5 IRON ROD & CAP = DRAINAGE AND UTILITY EASEMENT 5. Bearings shown hereon are based on the South R/W line of Bent Pine Drive, bearing X- = 6' VINYL FENCE S8919'07"E, as monumented. All bearings are relative thereto. ® = CABLE TELEVISION BOX 6. All boundary information shown is calculated per plat, unless otherwise shown. "X", 10 = FPL TRANSFORMER PAD 7. Property lies in flood zone per map 12111CO160 J, dated 2-16-12. S. Additions or deletions to survey maps or reports by other than the signing party or NSLRWCD = NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT Darties is Drohibited without written consent of the signing party or parties. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR OF WAYS, ____�, J / v /� 9 RESERVATIONS RECORD. AGREEMENTS, AND/OR EASEMENTS OF RECORD. WAYS. INFORMATION, F DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY BY; OTHERS THROUGH APPROPRIATE RTLE VERIFICATION. RICHARD C. LAVEN TU LORID .L.S. #5209 DATE REVISION DESCRIPTION DATE IBOUNDARY SURVEY 1 REVISE PROPOSED RESIDENCE (NEW MODEL) 2/1 /19 2 FORMBOARD TIE-IN SURVEY 5/7/19 PREPARED FOR GHO MEADOWOOD CORPORATION LAVENTURE & ASSOCIATES, INC. REF. JOB NO. DRAWN BY I DATE IDRAWING NO 18.1850-172 MWH 12/27/18 18.1850-172 PROFESSIONAL SURVEYING AND MAPPING F.B.,PG. CALCULATED B SCALE SHEET NO. 2552 PETERS ROAD, SUITE D FORT PIERCE, FLORIDA 34945 GPS RCL 1"=30' 1 OF 1 LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX 191�3�GY��.Co BENT PINE DRIVE (60' R/W) CALCULATED POSITION ,p13 PROJECT BENCHMARK gg-79 - 20' SET NAIL/TIN TAB (NO ID) 5b2.32' 99 g4 ASPHALT EL = QD.00�(ASSUMED) 5g gg. i S89°19'07"E n 2' VALLEY GUTTER SET IRC (TYPICAL) _ 108.00' LB 7056 R/W LINEoy 9 9 R/W LINE w >, EL 19 a m I ENCROACHMENT -24.0'- 8' 11.7 5.8 FPL PAD (1.2' SOUTH, 0.9' WEST) N COVERED N ENTRY ci,- C5 Cj 3.0' 5.7' -2 0 n - 11.2.9' 4.3' 7 In 00 N 6.5' 5.0' a I O `90 LOT 279 Lu L0 LOT 280 LOT 278 PROPOSED O FFE=101.55 FFE=101.61 Lv =o I PROPOSED I RESIDENCE O FFE=1:01-.67-• Ln O I 6 1. 13.2' I 99s. �17 �COVERED24.0' .8' -__ LANAI_ 16.0' 24.0' E I } S SCALE • 1 "=30' � LEGEND 1O' D.U.E. �� 6 = CENTRAL ANGLE R - CURVE RADIUS L = CURVE LENGTH N89'19'07"W FIND IRC 6330 (C) =CALCULATED FND 4'.X4" CM (NO ID) p(P) = PLAT 98 108.00 (0.2' EAST) 00 6, FND = FOUND O? IR 5/8' IRON ROD CERTIFIED T0: 9, P = 1/2• IRON PIPE TRACT 4 C7 OHU = OVERHEAD U O E5 GHO MEADOWOOD CORPORATION �W' CM = CONCRETE MONUMENT FFE = FINISH FLOOR ELEVATION DESCRIPTION FPL = FLORIDA POWER AND LIGHT PKD = PK NAIL AND DISK LOT 279, MONTE CARLO COUNTRY CLUB -UNIT 1, ACCORDING TO THE PLAT THEREOF, AS P.LS. - PROFESSIONAL LAND SURVEYOR RECORDED IN PLAT BOOK 23, PAGE 25, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTN.�F)nORILt LICENSED BUSINESS SAID LAND CONTAINS 0.37 ACRES, MORE OR LESS. BY R/W = RIGHT-OF-WAY ®. EXISTING WELL SURVEY NOTES St. Lucie Co@n AT&T PEDESTAL 1. This survey is not valid without a signature and original embossed seal of a Florida ® - WATER METER Professional Land Surveyor. , cOi = WOOD POWER POLE 2. Description provided by client and/or their agent. 0 = FND IRC LB 7056 3. The last dote of field work was December 26, 2018. CONC - CONCRETE 4. Underground improvements and foundations were not located as part of this survey. IRC - b5 IRON ROD & CAP 5. Bearings shown hereon are based on the South R/W line of Bent Pine Drive, bearing D.U.E. = DRAINAGE AND UTILITY EASEMENT S89'19'07"E, as monumented. All bearings are relative thereto. 0 = 9' = CABBLELEVINT FENCE TELEVISION BOX 6i 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. ® =FPL TRANSFORMER PAD 8. Additions or deletions to survey maps or reports by other than the signing party or . NSLRWCD - NORTH ST. LUCIE RIVER WATER parties is prohibited without written consent of the signing party or parties. CONTROL DISTRICT LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS, q RESERVATIONS. AGREEMENTS. AND/OR EASEMENTS OF RECORD. SUCH INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY BY. OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. - RICH L LAVENgZFLOR 1A - .L.S. #5209 DATE REVISONI DESCRIPTION OSED RESIDENCE (NEW DATE BOUNDARY SURVEY 1 REVISE PROPMODEL) 2/1 /19 PREPARED FOR GHO MEADOWOOD CORPORATION REF. JOB NO. DRAWN BY I DATE IDRAWING N01 LAVENTURE & ASSOCIATES, INC. 18.1850-172 MWH I /27/ts 18.1850-172 PROFESSIONAL SURVEYING AND MAPPING F.B.,PG. CALCULATED B SCALE SHEET N0. 2552 PETERS ROAD, SUITE D FORT PIERCE, FLORIDA 34945 GPS RCL 1"=30' 1 OF 1 LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX 19 03 - CALCULATED POSITION R/W LINE BENT PINE ASPHALT (60' R/W) S89°19'07"E 1 08.00' 10' D.U.E. —L QOf INOf O i liv VCR Cu I N PAVERS ^ m r Ln/J [V�p�N CONCJ L 1 SLAB 10.5' 3.2' 5.7' 4.4' a n O I ^ 2.9 6.4 5.0' a LOT 278 O CD wl LOT 279 EXISTING OLO =o RESIDENCE O io r.61_..84' 5.1_V133 CO5 18.0' a PAVERS.1' m,= 16.1' st. w1f L10' RECEIVED DRIVE OCT o s tots Permitting Departn St. 1 r,rin COUnt1 2' VALLEY GUTTER (TYPICAL) R/W LINE I �-- ENCROACHMENT FPL PAD (1.2' SOUTH, 0.9' WEST) O O O j oO LC) LOT 280 d O In I� N W E S SCALE : 1"=30' L---_ —1 'LEGEND ' 10' D.U.E. A = CENTRAL ANGLE R = CURVE RADIUS CERTIFIED TO: N89°19'07"W FND IRO 6330 L LC) =CaLVELENDTH =CALCULATED 108.00 FND 4"X4' CM (NO ID) ANDY C. SMITH AND LAURA A. HUMPHRIES (0.2' EAST) FND = FOUND ACADEMY MORTGAGE CORPORATION, ISAOA IR = 5/8• IRON ROD SUPREME TITLE SOLUTIONS, LLC TRACT 4 SCANNED 1/2' IRON P IPE CHICAGO TITLE INSURANCE COMPANY O HU OVERHEAD PLITIESBY CM CONCRETE MONUMENT DESCRIPTION FFE St. Lucie COuni = FINISH FLOOR R AND ON = FLORIDA POWER AND LIGHT LOT 279, MONTE CARLO COUNTRY CLUB -UNIT 1, ACCORDING TO THE PLAT THEREOF, AS D P.LS. = PROFES AND DISK PROFESSIONAL LAND SURVEYOR I RECORDED IN PLAT BOOK 23, PAGE 25, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. Ls = LICENSED BUSINESS P.B. = PLAT BOOK SAID LAND CONTAINS 0.37 ACRES, MORE OR LESS. R/W = RIGHT-OF-WAY ® EXISTING WELL SURVEY NOTES Q =AT&T PEDESTAL 1. This survey is not valid without a signature and original embossed seal of a Florida ® = WATER METER Professional Land Surveyor. C(1� = WOOD POWER POLE 2. Description provided by client and/or their agent. 0 = FND IRC LB 7056 3. The last date of field work was September 30, 2019 (Sketch). CONC = CONCRETE 4: Underground improvements and foundations were not located as part of this survey. IRC = #5 IRON ROD & CAP 5� Bearings shown hereon are based on the South R/W line of Bent Pine Drive, bearing D.U.E. = DRAINAGE AND UTILITY EASEMENT S89.19'07'E, as monumented. All bearings are relative thereto. -X-- ® 6' WNYL FENCE = CABLE TELEVISION 61. All boundary information shown is calculated per plat, unless otherwise shown. BOX 7. Property lies in flood zone "X", per map 12111CO160 J, dated 2-16-12. ® = FPL TRANSFORMER PAD 8. Additions or deletions to survey maps or reports by other than the signing party or NSLRWCO - NORTH ST. LUGE RIVER WATER parties Is prohibited without written consent of the siqninq party or parties. • =CONTROL DISTRICT LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS, _ RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY BY: OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. RICHA D C. LAVENTUR , ORIDA P.L.SD ATE 1 REVISE PROPOSED RESIDENCE (NEW MODEL) 2/1/19 BOUNDARY SURVEY 2 FORMBOARD TIE-IN SURVEY 5/7/19 - 3 FINAL SURVEY 10/1/19 PREPARED FOR ANDY C. SMITH & LAURA A. HUMPHRIES REF. JOB NO. DRAWN BY DATE DRAWING NO LA RE & ASSOCIATES, INC. 18.1850-172 MWH 12/27/16 18.1850-172 PROFESSIONAL SURVEYING AND MAPPING F.B.,PG. CALCULATED B SCALE SHEET N0. 2552 PETERS ROAD, SUITE D CPS RCL 1"=30' i OF 1 FORT PIERCE, FLORIDA 34945 LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX BENT PINE DRIVE (60' R/W) CALCULATED POSITION 1p0�0 PROJECT BENCHMARK 20' SET NAIL/TIN TAB (NO ID) 502.32' 99 gA ASPHALT EL=100.00 (ASSUMED) 99.59 0 S89°19'07"E SET IRC 2' VALLEY GUTTER _ 108.00' LB 7056 (TYPICAL) R/W LINEo� h 10' D.U.E. o W 9y sy R/W LINE U) O 0 N 0_ O_ EL m I ENCROACHMENT 24.0' .8' 11.7 5.8 FPL PAD (1.2' SOUTH, COVERED 0.9' WEST) N i� ;.� 0 N ENTRY V 0 N 11 2 3.0' 5.7' 24.0' I"7 - 2.9, 4.3' rT L(j 00 N 6.5' 5.0' v O `996 LOT 27D v; LO LOT 280 LOT 278 I PROPOSED i� O FFE=101.55 FFE=101.61 LJ RESIDENCE I O PROPOSED `r FFE=101.67 0 L0 O I 9g6 1. 13.2' O 5. V 3.5' in O o6.9' COVERED N LO 17.8' _ LANAI 16.0' 24.0' O � 24.0' -- - Z W E a S SCALE : 1 "=30' 98,, 988, L - - - - _ - LEGEND 1O' D.U.E. �b A - CENTRAL ANGLE R - CURVE RADIUS L = CURVE LENGTH N89`19'07"W FIND IRC 6330 (C) = CALCULATED FIND 4"X4" CM (NO ID) o(P) = PLAT 9 8 108.00 (0.2' EAST) 9OFND = FOUND CCL IR 5/8" IRON ROD CERTIFIED TO: P 1/2- IRON PIPE s TRACT 4 q7 OHU = OVERHEAD UTILITIES GHO MEADOWOOD CORPORATION �QT CM CONCRETE MONUMENT FFE = FINISH FLOOR ELEVATION DESCRIPTION rPL = FLORIDA POWER AND LIGHT PKD PK NAIL AND DISK LOT 279, MONTE CARLO COUNTRY 'CLUB -UNIT 1, ACCORDING TO THE PLAT THEREOF, AS P.L.S. = PROFESSIONAL LAND SURVEYOR RECORDED IN PLAT BOOK 23, PAGE 25, OF THE PUBLIC RECORDS OF ST.SQ%NW0(, FLORIDA. LB = LICENSED BUSINESS P.B. - PLAT BOOK SAID LAND CONTAINS 0.37 ACRES, MORE OR LESS. BY R/W = RIGHT-OF-WAY o = EXISTINGPEDESTAL LL SURVEY NOTES St. Lucie County 1. This survey is not valid without a signature and original embossed seal of a Florida = WATER METER Professional Land Surveyor. CO, = WOOD POWER POLE 2. -Description provided by client and/or their agent. 0 = FND IRC LB 7055 3. 'The last date of field work was December 26, 2018. CONC = CONCRETE 4. Underground improvements and foundations were not located as part of this survey. IRC = s5 IRON ROD & CAP 5.IBearings shown hereon are based on the South R/W line of Bent Pine Drive, bearing O.U.E. - DRAINAGE AND UTILITY EASEMENT S89'19'07"E, as monumented. All bearin s are relative thereto. -X-= 6' v,NYL FENCE 9 0 = CABLE TELEVISION BOX 6.1 All boundary information shown is calculated per plat, unless otherwise shown. 7.1 Property lies in flood zone "X", per map 12111CO160 J, dated 2-16-12. ® = FPL TRANSFORMER PAD 8.1 Additions or deletions to survey maps or .reports by other than the signing party or NSLRWCD - NORTH ST. LUCIE RIVER WATER parties is prohibited without written consent of the signing party or parties. CONTROL DISTRICT LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS. RESERVATIONS. AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY BY. / OTHI`RS THROUGH APPROPRIATE TITLE VERIFICATION. RICH C. LAVEN FLORIDA .LS. J/5209 DATE REVISION DESCRIPTION DATE BOUNDARY SURVEY 1 REVISE PROPOSED RESIDENCE (NEW MODEL) 2/1 /19 PREPARED FOR GHO MEADOWOOD CORPORATION REF. JOB NO. DRAWN BY DATE DRAWING N0. LAVENTURE & ASSOCIATES, INC. 18.1850-172 MWH 12/27/18 18.1850-172 PROFESSIONAL SURVEYING AND MAPPING F.B.,PG. ALCULATED B SCALE SHEET N0. 2552 PETERS ROAD, SUITE D FORT PIERCE, FLORIDA 34945 GPS RCL 1"=30' 1 OF 1 LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX CALCULATED BENT PINE DRIVE (60' R/W) POSITION pplp PROJECT BENCHMARK g919 20' SET NAIL/TIN TAB (NO ID) 502.32' 99 g4 ASPHALT EL=100.00 (ASSUMED) 9 59 9 0 oM S89'19107„E 2' VALLEY GUTTER 108.00 SET IRC (TYPICAL) LB 7056 R/W LINE O� y 10' D.U.E. ow ,s9 99 R/W LINE W> •�. g. �O LOC11 00 O O_ to a ENCROACHMENT 24.0' .8 11.7 5:8 I FPL PAD (1.2' SOUTH, Un I 0.9' WEST) N COVERED'i� � I N N ENTR- 11.'0� 5i�.7�' �N 24.0' IIO70 O .9' 6.5' 4.3' O 5.0' p o99ew OSEDLOT 278 Lv � LOT 280Y V C5 3 22 FFE=10LRESIDENCE FFE=101.55 L1 in PROPOSED r0 _ FFE=101.67 L0 O I g6 1. 13.2' I 99 O 9 5.1' s. d' O o6.9' COVERED N p 24.0' 17.8' LANAI_ 16.0' 24.0' CD W E 0 S L I SCALE : 1 "=30' 9,9)98e� LEGEND 10' D.U.E. J G� =CENTRAL ANGLE R = CURVE RADIUS L = CURVE LENGTH N89°19'07"W FIND IRC 6330 CC) = CALCULATED FIND 4"X4' CM )(NO D) p(P) = PLAT 1 a8.00 p FIN = FOUND 9g9 (0.2' EAST) W IR = 5/6" IRON ROD CERTIFIED TO: TRACT 4 IP = 1/2' IRON PIPE GHO MEADOWOOD CORPORATION 4T OF = OVERHEAD UTILITIES �4Y CM = CONCRETE MONUMENT DESCRIPTION FIRE = FINISH FLOOR RAND ON FPL = FINISH POWER AND LIGHT PKD = PK NAIL AND DISK LOT 279, MONTE CARLO COUNTRY CLUB -UNIT 1, ACCORDING TO THE PLAT THEREOF, AS P.L.S. = PROFESSIONAL LAND SURVEYOR RECORDED IN PLAT BOOK 23, PAGE 25, OF THE PUBLIC RECORDS OF ST. LL8G'P4gNE[3LORIDA. Ps. PLAT LICENSED BUSINESS SAID LAND CONTAINS 0.37 ACRES, MORE OR LESS. BY R/W RIGHT-OF-WAY SURVEY NOTES St. Lucie County o e EXISTING E 1. This survey Is not valid without a signature and original embossed seal of a Florida. ® _' WATER METER Professional Land Surveyor. '0, = WOOD POWER POLE 2. Description provided by client and/or their agent. 0 FND IRC LB 7056 3. The last date of field work was December 26, 2018. CONC = CONCRETE 4. U�derground improvements and foundations were not located as part of this survey. IRC - Q5 IRON ROD & CAP 5. Bearings shown hereon are based 'on the South R/W line of Bent Pine Drive, bearing D.U.E. = DRAINAGE AND UTILITY EASEMENT S89'19'07'E, as monumented. All bearings are relative thereto. -X-= 6' VINYL FENCE 6. All boundary information shown is calculated per plot, unless otherwise shown. ® = CABLE TELEVISION BOX 7. Property lies in flood zone "X", per mop 12111CO160 J, dated 2-16-12. ® = FPL TRANSFORMER PAD 8. Additions or deletions to survey maps Or reports by other than the signing party or NSLRWCD = NORTH SIT. LUCIE RIVER WATER parties is prohibited without written consent of the signing party or parties. CONTROL DISTRICT LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS, RESERVATIONS, AGREEMENTS, ANO/OR EASEMENTS OF RECORD. SUCH p R LJ INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY BY. OZ OTHERS, THROUGH APPROPRIATE TITLE VERIFICATION. RICH C. LAVENr6,ZFLORIDA .L. S. #5209 DATE REVISION DESCRIPTION DATE BOUNDARY SURVEY 11 REVISE PROPOSED RESIDENCE (NEW MODEL) 2/1/19 PREPARED FOR GHO MEADOWOOD CORPORATION LAVENTURE &ASSOCIATES, INC. � PROFESSIONAL SURVEYING AND MAPPING 2552 PETERS ROAD, SUITE 0 FORT PIERCE, FLORIDA 34945 LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX REF.IJOB N0. DRAWN BY DATE DRAWING NO 78.1850-172 MWH 72/27/78 18.1850-172 F.B.,PG. CALCULATED B SCALE SHEET N0. GPS RCL 1°=30' 1 OF 1