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Home My WebLink AboutSURVEYSr 2' VALLEY GUTTER (TYPICAL)7 i w � z J 00 CV pj O I FND IR (NO ID) Co , _ -(0.3' NORTH) II 17' PAVER �-- r 00' DRIVE C1 m m N C2 5 5, 3 (/ 0 I— CPOSITIONED Iz l� o w �3 o� w3.': / o'_1 ry CERTIFIED TO: WILLIAM J. HARPER, JR. AND CAROLYN R. HARPER PRIMELENDING, A PLAINSCAPITAL COMPANY, ISAOA SUPREME TITLE SOLUTIONS, LLC CHICAGO TITLE INSURANCE COMPANY LOT 12 N89`39'53"W 165.00' 7.5' con j2.0' N ww a LOT 13 N oa EXISTING 0 RESIDENCE STING S89'39'53 NORTH) 149.17' N W E S SCALE : 1"=30' FND (NO LOT 14 SCANNED <r BY Si. Lucie County F— CURVE DATA: C1 C2 R=25.00' R=50.00' A=42'50'00" A=19.15'15" L=18.69' L=16.80' DESCRIPTION LOT 13, THE GROVE AT PANTHER WOODS, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 40, PAGE 5, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LAND CONTAINS 0.18 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 December 16, 2019 (Sketch). 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 Grove Court, bearing S00'20'07"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 12111CO160 J, dated 2-16-12. B. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. RESERVATIODS NS, HEREON AGft AGREEMENTS, NOT AND/ORS EASEMENTS OF FOR IRECORD.WAYS SUCH INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY BY. OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. III 4 1 FINAL SURVEY 5 RE—CERT 6 RE—CERT 7 RE —SHOOT AND REVISE BUILDING TIES 18.3221 1 MWH CPS I RCL 1 1"=30' LEGEND A = CENTRAL ANGLE R - CURVE RADIUS L = CURVE LENGTH (C) = CALCULATED (P) - PLAT FND = FOUND IR = 5/6' IRON ROD IP = 1/2' IRON PIPE -. OHU - OVERHEAD UTILITIES TOB - TOP OF.BANK (LAKE) FFE = FINISH FLOOR ELEVATION PKD = PK NAIL AND DISK P.Ls. = PROFESSIONAL LAND SURVEYOR LB = LICENSED BUSINESS P.B. = PLAT BOOK R/W RIGHT-OF-WAY ] = ELECTRIC SERVICE 0 AT&T PEDESTAL ® = WATER METER -O, = WOOD POWER POLE 0 e FND IRC 1_9 7055 CONC CONCRETE IRC = #5 IRON ROD & CAP D.U.E. - DRAINAGE AND UTILITY EASEMEI X— - 6' VINYL FENCE ® = CABLE TELEVISION BOX = FIRE HYDRANT = WATER VALVE NSLRWCD - NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT 12/16/19 BOUNDARY SUR 6/17/20 0/23/20 PREPARED FOR 11/25/20 WILLIAM & CAROLYN HARPER"'., DRAWING No LAVENTURE & ASSOCIATES, INC. 9.1850-188+L8 PROFESSIONAL SURVEYING AND MAPPING SHEET NO. 2552 PETERS ROAD, SUITE D FORT PIERCE, FLORIDA 34945 1 OF 1 7056 (772) 398-6430 PHONE (772) 398-6426 FAX 61 r ; 2' VALLEY GUTTER (TYPICAL) 7 / w z of Of 00 I CN p� O O FND IR (NO ID) to l(0.3' NORTH) II 17' PAVER k- I•ooI DRIVE C1 m rn 0 In C2 5.5' 3 IN— CPOSITIONED nL „ IJ O UQ W / O� /IZ V CERTIFIED TO: WILLIAM J. HARPER, JR. AND CAROLYN R. HARPER PRIMELENDING, A PLAINSCAPITAL COMPANY, ISAOA SUPREME TITLE SOLUTIONS, LLC CHICAGO TITLE INSURANCE COMPANY DESCRIPTION N W E S LOT 12 SCALE : 1"=30' N89'39'53"W FND IR 165.00' (NO ID) CONC 7.5' SLAB 7.5' O O 0 �7 ED r-D in 42.3' --� owl RS NI cV 2.0' 'd1 ro j> �1.7' � LOT 13 N oa I LLJ 1•D' 2 0' EXISTING I r O RESIDENCE 10.0' O 44.6' � cV d 79.3' 0 O Z PAVER EXISTING DRIVEE- S89 39'53"E (0.2' NORTH) I 149.17 SCANNED LOT 14 BY St. Lucie County a CURVE DATA: C1 C2 R=25.00' R=50.00' A=42'50'00" A=19'15'15" L=18.69' L=16.80' LOT 13. THE GROVE AT PANTHER WOODS, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 40, PAGE 5, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LAND CONTAINS 0.18 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 December 16, 2019 (Sketch). 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 Grove Court, bearing S00'20'07"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 12111C0160 J, dated 2-16-12. 8. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. 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. 11 4 FINAL SURVEY 12/16/19 5 RE—CERT 6/17/20 6 RE—CERT D/23'2 7 RE —SHOOT AND REVISE BUILDING TIES 11/25/20 1 18.3221 1 MWH 1 4/30/19 119.1850-1881 GPS I RCL 1 1"=30' 1 1 OF 1 1 LEGEND A = CENTRAL ANGLE R CURVE RADIUS L CURVE LENGTH (C) CALCULATED (P) PLAT FND = FOUND IR 5/8' IRON ROD IP = 1/2' IRON PIPE OHU = OVERHEAD UTILITIES TOS - TOP OF.BANK (LAKE) FFE = FINISH FLOOR ELEVATION PKD = PK NAIL AND DISK P.LS. - PROFESSIONAL LAND SURVEYOR LB - UCE4SED BUSINESS P.B. = PLAT BOOK R/W = RIGHT-OF-WAY El = ELECTRIC SERVICE Q = AT&T PEDESTAL ® = WATER METER =WOOD POWER POLE 0 = FND IRC LB 7055 CONC = CONCRETE IRC = #5 IRON ROD & CAP D.U.E. - DRAINAGE AND UTILITY EASEMe X— = 6' YiNYL FENCE ® - CABLE TELEVISION BOX y� = FIRE HYDRANT (�4 = WATER VALVE NSLRWCD - NORTH ST. LUCIE RIVER WATER CONTRO4'OI CV""' BOUNDARY PREPARED FOR '"•..,,',;,,,,.."•� .. WILLIAM & CAROLYN HARPER LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING 2552 PETERS ROAD, SUITE D FORT PIERCE, FLORIDA 34945 LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX /5. 2' VALLEY GUTTER! (TYPICAL) a < ~Na O^ a 0 O CV 0j O CO C rn 0 CALCULATED POSITION 19(00-022q W JAN 2 2026 Z I�3: Permitting Department oT 12 I� St. Lucie County, FL ' (NO ID) NORTH) 17' PAVER DRIVE I W O w �a U � Q w� O U CERTIFIED TO: GHO MEADOWOOD CORPORATION N W E S SCALE : 1"=30' N89"39'53"W 165.00' FND IR (NO ID) CON 7.5' SLABC 7.5' I _ O O 6 �7 =RED F'-0 �n 42.3' --� p ERSN� 2.0' N �W j n col Ni �h.7' a LOT 13 N w> Da I i L>_1 27,0' 2 0' EXISTING 1 O RESIDENCE To—. 0 44.6' 79.3' (6 l 3.0, O O Z :ISRTIING S89'39'53"E [DRINORTH) 149.17 SCANNEP BY St. Lucie CoU tJ LOT 14 9t, ugle Co. CURVE DATA: ate � Ott. C1 C2 ApprovedEGEND R=25.00' R=50.00' A A=42'50'00" - CENTRAL ANGLE A=19'15'15" R - CURVE RADIUS L=18.69' L = CURVE LENGTH L=16.80' (C) = CALCULATED (P) = PLAT ' FND FOUND IR = 5/8' IRON ROD IP = 1/2' IRON PIPE OHU = OVERHEAD UTILITIES TOB = TOP OF BANK (LAKE) DESCRIPTION FFE = FINISH FLOOR ELEVATION PKD PK NAIL AND DISK LOT 13. THE GROVE AT PANTHER WOODS, ACCORDING TO THE PLAT THEREOF, AS RECORDED P.L.S. = PROFESSIONAL LAND SURVEYOR IN PLAT BOOK 40, PAGE 5, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LB = LICENSED BUSINESS P.B. = PLAT BOOK SAID LAND CONTAINS 0.18 ACRES, MORE OR LESS. R/W = RIGHT -OF -war El = ELECTRIC SERVICE SURVEY NOTES o 1. This survey is not valid without a signature and original embossed seal of a Florida -WATER METER` ® =WATER METER Professional Land Surveyor. ca� = wooD POWER POLE 2. Description provided by client and/or their agent. O - FND IRC LB 7056 3. The last date of field work was December 16, 2019 (Sketch). CON CONCRETE 4. Underground improvements and foundations were not located as part of this survey. I= RC RC D5 IRON ROD &CAP O.U.E.- DRAINAGE -AND Ll7Y_EASEMEI 5. Bearings shown hereon are based on the East R/W line of Grove Court, bearing -X-= s' wNYL.F c SOO'20'07"W, as monumented. All bearings are relative thereto. ® - cneLE �„ 4E11Si �.6 6. All boundary information shown is calculated per plat, unless otherwise shown. Zr - AU' @TN �" 7. Property lies in flood zone "X", per map 12111CO160 J, dated 2-16-12. 8 Add't' d I t' t t b th th th t wv _ . M ,r wdTgn AmCv�- '- -- '•- ,� I Ions or ee Ions o survey maps or repor s y o er an a slgning par y or parties is prohibited without written consent of the signing party or parties. 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 PILE VERIFICATION. III 1 IMOVE PROPOSED RESIDENCE TO 7.5' AND 3' S1DE SETBACKS 5/17/19 2 ADD PROPOSED FFE 6/21/19 3 FORMBOARD TIE-IN SURVEY11 a/15/19 4 1 FINAL SURVEY 12/Ts/iB I 18.3221 1 MWH I 4/30/19 119.1850-1881 GPS I RCL I 1"=30' 1 1 OF 1 BOUNDARY SUR PREPARED FOR GHO MEADOWOOD CORPORATION LAV 'NTURE & ASSOCIATES, INC. LA SURVEYING AND MAPPING 2552 PETERS ROAD, SUITE D FORT PIERCE, FLORIDA 34945 LB 7056 (772) 398-643D PHONE (772) 398-6426 FAX ^r- J 2' VALLEY GUTTER J'j (TYPICAL) z J ► ax o_� I� a 00 CV 06 00 FIND IR (NO ID) 0- _�(0.3' NORTH) WOMAM C Q N ZF- Q w mZ" 0�o U J O O �zil O_ W UJ PO ITIONED 0 LLJ �a c) w� Ory C O CERTIFIED TO: GHO MEADOWOOD CORPORATION Ct� ` LOT 12 N89`39'53"W 165.0000' 7.5' — , LOT 13 EXISTING 2.0' FORMBOARDS TOP OF FORMS EL=101.50 S89'39'53"E 149.17' .5' es�'%trin90 g1p70 ��c/p ePB7, 1 "= 30' FND (NO LOT 14 SCABN�NED St. Lucie Count/ CURVE DATA: C1 C2 R=25.00' R=50.00' A=42'50'00" A=19'15'15" L=18.69' L=16.80' DESCRIPTION LOT 13, THE GROVE AT PANTHER WOODS, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 40. PAGE 5, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LAND CONTAINS 0.18 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 August 14, 2019 (F.B 19-255/76). 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 Grove Court, bearing S00'20'07"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 12111CO160 J, dated 2-16-12. 8. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. 9. All elevations shown are based on an assumed datum. IS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS, RVATONS, AGREEMENTS. AND/OR EASEMENTS OF RECORD. SUCH BY: RSATHROUGH SIRED, RIATE SHOULD BE OVER INED N.D CONFIRMED BY ICH ISION DESCRIPTION DATE 1 MOVE PROPOSED RESIDENCE TO 7.5' AND 3' SIDE SETBACKS 5/17/19 2 ADD PROPOSED FFE 6/21/19 3 FORMBOARD TIE—IN SURVEY 8/15/19 F. JOB N0. DRAWN BY DATE DRAWING N0. 18.3221 MWH 4/30/19 19.1850-188 -.B.,PG. CALCULATED B SCALE SHEET NO. GPS RCL 1"=30' 1 OF 1 LEGEND 0 O 0 0 W O O CV O 0 Z U a A = CENTRAL ANGLE R - CURVE RADIUS L = CURVE LENGTH (C) = CALCULATED (P) - PLAT FIND FOUND IR 5/8 IRON ROD IP = 1/2' IRON PIPE CHU = OVERHEAD UTIUTIES TOE TOP OF BANK (LAKE) FFE = FINISH FLOOR ELEVATION PKD PK NAIL AND DISK P.L.S. = PROFESSIONAL LAND SURVEYOR LB - LICENSED BUSINESS P.B. - PLAT BOOK R/W - RIGHT-OF-WAY = ELECTRIC SERVICE Q = AT&T PEDESTAL ® - WATER METER cot - WOOD POWER POLE 0 = SET IRC LB 7056 CONC = CONCRETE IRC = #5 IRON ROD & CAP D.U.E. = DRAINAGE AND UTIDTY EASEMEI -X- = 6' VINYL FENCE 0 = CABLE TELEVISION BOX Mro = FIRE HYDRANT = WATER VALVE NSLRWCD =_NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT r C. LA NTUR LO ID A P.L.S. #5209' DATE BOUNDARY SURVEY PREPARED FOR GHO MEADOWOOD CORPORATION LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING 2552 PETERS ROAD, SUITE D FORT PIERCE, FLORIDA 34945 LB 7056 (772) 398-6430 PHONE (772) 398-6426 F. N MIN. ET ACK REQ. FRONT .W E SIDES e CV 2' VALLEY GUTTER CNR SIDS Co . (TYPICAL) I REAR ZNG. S TECH. LOT 12 SCALE 1 "=30' o ¢ FFE=101.68 N= Or �• 00) 1�0 982 9 61 O� o,°'� FND IR (NO ID) N89'39'53"W 4 FND IR `? (n® (0.3 NORTH) 165.00' 100 (NO ID) ® O �h 7.5' 7.5' ,� O 42.2' -- gg• p PROPOSED COVERED I c� Ln 30.00' 16' DRIVE PORCH " 2.0'Ld ih �F I LLI 11.7' LOT 13 N 'oa 2 0 PROPOSED 0 I 27.0 I O 0 RESIDENCE C'1 i7 PROPOSE 10 10.0' 44.7 O moo rn FFE=101.50 O6' N N CV ¢�� O m 9d ^ im N U7 ss.8s C2 ® 79.2' 10�' �' O O 0<0 5.5' 3.0' Z mZv co? 'o0 3.0' EXISTING S89`39'53"E o �7 > PAVER DRIVE 0� oo y�o (0.2' NORTH) 149.17 " 3' �� oz0 0 0) aF. CALCULATED ,q, LU POSITION LOT 14 N FFE=101.55 SCANNED Q d7 RIMY /\ Q CURVE DATA: St. LucieCouniV � w > C1 C2 LEGEND > R=25.00' R=50.00' CENTRAL ANGLE v A=42'50'00" A=19'15'15" R = CURVE RADIUS ry U, L=18.69' L=16.80' (C) = CALCULATED (P) = PLAT CERTIFIED TO: FND =FOUND IR = 5/8-IRON ROD GHO MEADOWOOD CORPORATION IF - 1/2' IRON PIPE CHU = OVERHEAD UTILITIES TOS TOP OF BANK (LAKE) DESCRIPTION FFE = FINISH FLOOR ELEVATION PKD = PK NAIL AND DISK LOT 13, THE GROVE AT PANTHER WOODS, ACCORDING TO THE PLAT THEREOF, AS RECORDED P.LS.= PROFESSIONAL LAND SURVEYOR IN PLAT BOOK 40, PAGE 5, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LB = LICENSED BUSINESS P.B. PLAT BOOK SAID LAND CONTAINS 0.18 ACRES, MORE OR LESS. R/W = RIGHT-OF-WAY I7 = ELECTRIC SERVICE SURVEY NOTESO SAT&T PEDESTAL ® = WATER METER 1. This survey is not valid without a signature and original embossed seal of a Florida = WOOD POWER POLE Professional Land Surveyor. 0 = SET IRC LB 7056 2. Description provided by client and/or their agent. CONIC = CONCRETE 3. The last date of field work was April 26, 2019. IRC - Q5 IRON ROD & CAP 4. Underground improvements and foundations were not located as port of this survey. D.U.E. = DRAINAGE AND UTILITY EASEMENT 5. Bearings shown hereon are based on the East R/W line of Grove Court, bearing X-= 6' VINYL FENCE S00'20'07"W, as monumented. All bearings are relative thereto. 0 = CABLE TELEVISION Box 6. All boundary information shown is calculated per plat, unless otherwise shown. = FIRE HYDRANT 7. Property lies in flood zone "X", per map 12111CO160 J, dated 2-16-12. = VA VALVE WATER WATERNORTH VA B. Additions or deletions to survey maps or reports by other than the signing party or NSLRWCD = LUCIE RIVER WATER parties is prohibited without written consent of the signing party or parties. CONTROL DISTRICT 9. All elevations shown are based on an assumed datum. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH IF SHOULD OBTAINED AND CONFIRMED _/�/ e��4 �� BE BY BY: LI STION,THROUGH APPROPRIATE aTHERs THRaucH APPROPRIATE nnE vERwcanoN. OTHINFERS M RICH RD C. LAVE RE, FLORIDA P.L.S. #5209 DATE REVISION DESCRIPTION DATE BOUNDARY SURVEY 1 MOVE PROPOSED RESIDENCE TO 7.5' AND 3' SIDE SETBACKS 5 17 19 1 ADD PROPOSED FFE 6/21/19 PREPARED FOR GHO MEADOWOOD CORPORATION LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING 2552 PETERS ROAD, SUITE D LC 7056 FORT PIERCE, FLORIDA 34945 (772) 398-6430 PHONE (772) 398-6426 FAX REF. JOB N0. DRAWN BY DATE DRAWING N0. 18.3221 MWH 4/30/19 19.1850-188 F.B.,PG. ALCULATED B SCALE SHEET N0. Gf'S RCL 1"=30' 1 OF 1