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Home My WebLink AboutSURVEYFND ND (NO ID) 635.99' A� 0 0 0 M R/W LINE FND IR (N0 ID) (0.2' NORTH) LOT 6 LLJ 00 O N O C) O 21.4' O N O� z Li �I0 21.5' Iv KN OLLWOOD I LAN E (60' R/W) st 20' 'HALT i� 1.3' 1.3' PROJECT BENCHMARK SET NA(L/TIN TAB (NO ID) EL=100.00 (ASSUMED) S89°10'�2"E 103.01,0' 10' D.U.E.I LO 1.3N O 753' 7 r 6.5' `3.1' N d o 2.7' In EXISTING FORMBOARDS TOP OF FORMS �t- EL=101.69 3.5' 14 .' in .5 6.80 16.0' � -dr 10' D.U.E. N89°10'32"W T 7 7. 8' RECE11/ED Y GUTT? itting i ®"'PICAL) St• LUC/. a►tm, unr„ o ® R/W LINE [\\-FND IR (NO ID) I (0.2' NORTH, 1 0.1' EAST) 21.5' Lv LOT 8 o N N O O N o`-W E -r-21.5'I 0 S 0 SCALE N16 - FND PRM 2391' FND IRC 4286 J (0.2' NORTH, 103.00' (I0.2' NORTH, 0.1' EAST) 0.5' EAST) CERTIFIED TO: TRACT 1 GHO MEADOWOOD CORPORATION �E R�IV1l11Ti 1�71�1 r 9 Of, �.u, qle Co. F ��te 1�11t I DESCRIPTION Appr6nd T LOT 7, MEADOWOOD UNIT 5, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 32, PAGE 18, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, LORIDA. SAID. LAND CONTAINS 0.28 ACRES, MORE OR LESS. SURVEY NOTES 1. This survey is not valid without a signature and original embossed se I of a Florida Professional Land Surveyor. 2. Description provided by client and/or their agent. 3. The last date of field work was February 13, 2018 (F.B. 17-249/57- 8). 4. Underground improvements and foundations were not located as part of this survey. 5. Bearings shown hereon are based on the South R/W line of Knollwoo Lane, bearing S89'10'32' E, per plat and as monumented. All bearings are relative ther to. 6. All boundary information shown is calculated per plat, unless otherwis shown. 7. Property lies in flood zone "X", per map 12111CO160 J, dated 2-16-1�. 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 partii s. 9. All elevations shown are based on an asuumed datum. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH .y - NFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY BY. .� I DTHERS THROUGH APPROPRIATE TITLE VERIFICATION. RI HA D C. LAVEN U, FLORIDA REVISION DESCRIPTION DATE 1 FORMBOARD TIE-IN SURVEY 2/13/18 REF. JOB NO. DRAWN BY DATE DRAWING NO. 17.1850-112 MWH 9/19/17 17.1850-112 F.B.,PG. CALCULATED BY SCALE SHEET NO. GPS RCL 1 "=30' 1 OF 1 LEGEND 6 = 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 PRM = PERMANENT REFERENCE MONUMEN FFE = FINISH FLOOR ELEVATION NO = NAIL AND DISK P.L.S. = PROFESSIONAL LAND SURVEYOR LB = LICENSED BUSINESS P.B. - PLAT BOOK R/W = RIGHT-OF-WAY ® = EXISTING WELL Q = AT&T PEDESTAL = WATER METER rQ� = WOOD POWER POLE 0 = FND IR (NO ID) GONG = CONCRETE IRC = #5 IRON ROD & CAP D.U.E. = DRAINAGE AND UTILITY EASEMENT -X- = 6' VINYL FENCE 0 - CABLE TELEVISION BOX - FIRE HYDRANT = WATER VALVE NSLRWCD NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT // 11-2 DATE BOUNDARY . SURVEY I PREPARED FOR GHO I EADOWOOD 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 FAX KN OL ILWOOD LANE 2' VALLEY GUTTER ( 0' RAW) (TYPICAL) FND ND (NO ID) ,7g ARK 91 ETAB M(NO 20' SETPROJECT NAIL/TIN ID) 99 EL=100.007*SIJMED 635.99' 98 ASPHALT 0 0 700 00s r S89°10'32"E moo° 103.00 0na R/W LINE JFND 10' D.U.E. R/W LINE FND IR (NO ID) (0.2' NORTH) IR (NO ID) I N (0,2' NORTH, Ld co O � 0.1, EAST) 0 a_ 1.3' 1.3' 00�_ 7.5 5.7' 7.5' LLJ I� N CD I r COVERED N CD 1.3 0 1,3' ENTRY cv 0 y5"- 5.7' r LOT 8 LOT 7Ep LOT 6 0 4 ;� 4 6�5'1.0 FFE=101.57 2.9100.1' N FFE=101.90 o w PROPOSED r RESIDENCE N I Epp o PROPOSED 00 M NIMUM FFE=101.67 N 0 13.2' 3.5' I O 1. 4' N 5.V COVERED 6.9' 0 0 W-� E 16.0' LANAI____ 4 17.8' 1 21.5' Cn 21 5' S SCALE 1 "=30' 70'Q170OO' 10' D.U.E. �pp1 �pp1 N 9'10'32"W FND PRM 2391 (0.2' NORTH, FND IRC 4286 103.00 (0.2' NORTH, LEGEND 0.5' EAST) 0.1' EAST) p A = CENTRAL ANGLE R = CURVE RADIUS TRACT 1 L = CURVE LENGTH (C) = CALCULATED (P) = PLAT CERTIFIED TO: FND = FOUND IR = 5/8" IRON ROD GHO MEADOWOOD CORPORATION IP = IRON PIPE OHU = OVEVERHEAD UTILITIES DESCRIPTION PRM = PERMANENT REFERENCE MONUMEN FFE =FINISH FLOOR ELEVATION LOT 7, MEADOWOOD UNIT 5, ACCORDING ,TO THE PLAT THEREOF, AS RECORDED IN NO = NAIL AND DISK P.L.S. = PROFESSIONAL LAND SURVEYOR PLAT BOOK 32, PAGE 18, OF THE PUBLIC RECORDS Of ST. LUCIE COUNTY, FLORIDA. LB = LICENSED BUSINESS P.B. = PLAT BOOK SAID LAND CONTAINS 0.28 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. M, = WOOD POWER POLE 2. Description provided by client and/or their agen 0 = FND IR (NO ID) 3. The lost date of field work was September 18, 017. 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 Knollwood Lane, bearing D.U.E. = DRAINAGE AND UTILITY EASEMENT S89'10'32"E, per plat and as monumented. All bearings are relative thereto. X- = 6' VINYL FENCE C) = CABLE TELEVISION BOX 6. All boundary information shown is calculated per „s°„ plat, unless otherwise shown. = FIRE HYDRANT 7. Property lies in flood zone-a�per map 12111C:0�1'60--J, dated 2-16-12. yY 8. Additions or deletions to survey maps or report by other than the signing party or In = WATER VALVE parties is prohibited without written consent of the signing party Or parties. NSLRWCD = NORTH ST. LUCIE RIVER WATER 9. All elevations shown are based on an asuumed datum. CONTROL DISTRICT J ,/ ' �` /�✓� ��}�� /�•7 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 VERIFICATION. FLORIDA P.L.S. DATE OTHERS THROUGH APPROPRIATE TITLE RICHARD C. LAVENT E, #b209 DATE IREVISION1 DESCRIPTION I REF. JOB NO. DRAWN BY DATE DRAWI G NO. 17.1850-112 MWH 9/19/17 17.1850 -112 F.B.,PG. CALCULATED BY SCALE SHEET NO. GPS RCl_ 1"=30' 1 Of 1 b®UNUANT SURVEY PREPARED FOR GH_ 0 MEADOWOOD CORPORATION LAVENTURE & ASSOVIATES, INC. PROFESSIONAL SURVEYING AND MAPPING 774 W. MIDWAY ROAD FORT PIERCE, FLORIDA 34982 LB 7056 (772) 398-6430 PHONE (772) 398-•6426 FAX rile 01)y Y I Cq KNOLLWOOD LANE FND ND 00' R/W) (NO ID) 0019 PROJECT BENCHMARK 20' SET NAIL/TIN TAB (NO ID 635.99' 198o ASPHALT EL=100.00 (ASSUMED) of0 lo0slo0s - - - R/W LINE S89"10'32"E 103.00 10' D.U.E. FND IR (NO ID) -T �- (0.2' NORTH) o; N (a 7.5' 5.7' 7.5 W it N p I COVERED N CD 1.3 0 1.3 ENTRY cV C)' 21.5' 5.7 r LOT 7 LOT 6 O FFE=101.90 z I� I ci 6.5 3.1'0 -C-4 w '6 PROPOSED RESIDENCE Epp o I PROPOSED MINIMUM FFE=101.67 3.5' 13.2' 1.4' in 5. 1' -:COVERED 6.9' o 21.5' 16.0' LANAI FND PRM 2391 (0.2' NORTH, 0.1' EAST) CERTIFIED TO: GHO MEADOWOOD CORPORATION DESCRIPTION 10' D.U.E Ono 2' VALLEY GUTTER (TYPICAL) gg g1 gg� Jp� pp� R/W LINE FND IR (NO ID) (0.2' NORTH, IDA! EAST) r LOT 8 Epp FFE=101.57 0 DO- N N O O N o�W E 21.5' U) S SCALE : 1 "=30' -N- 89*10'32"W FND IRC 4286 103.00(0.2' NORTH TRACT 1 , 0.5' EAST) o, �� . LOT 7, MEADOWOOD UNIT 5, ACCORDING TO THE PIJAT THEREOF, AS RECORDED IN PLAT BOOK 32, PAGE 18, OF THE PUBLIC RECORDS I OF ST. LUCIE COUNTY, FLORIDA. SAID LAND CONTAINS 0.28 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 18, 2017. 4. Underground improvements and foundations �ere not located as part of this survey. 5. Bearings shown hereon are based on the Sotith R/W line of Knollwood Lane, bearing S89'10'32"E, per plot and 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 121 1CO160 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 ore based on an" asuumrd datum. 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 OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. IIREVISI '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 CHU = OVERHEAD UTILITIES PRM = PERMANENT REFERENCE MONUMEN FFE = 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 Q = AT&T PEDESTAL ® = WATER METER CO-) = WOOD POWER POLE 0 = FND IR (NO ID) CONC = CONCRETE IRC = #5 IRON ROD & CAP D.U.E. = DRAINAGE AND UTILITY EASEMENT X- = 6' VINYL FENCE = CABLE TELEVISION BOX �0- yW = FIRE HYDRANT = WATER VALVE NSLRWCD = NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT BY: 71Z 117 RICHARD C. LAVENT6RE, FLORIDA P.L.S. #5209 DATE DATE REF. JOB NO. DRAWN BY DATE DRAWING NO. 17,1850-112 MWH 9/19/17 17.I1850-112 F.B.,PG. CALCULATED BY SCALE SHEET NO. GPS RCL 1"--30' 11 OF 1 BOUNDARY SURVEY PREPARED FOR GHO MEADOWOOD CORPORATE LAVENTURE & ASSOCIATES, 11/-' PROFESSIONAL SURVEYING AND MAP ANG 1I�0 QT WHNCIE RIDA34M398-642 LB 7056 (772) 398-6430