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HomeMy WebLinkAboutSUREYS2' VALLEY G (TYPICAL FND ND (NO ID) 435.98' l0 0 Ci R/W LINE LOT 4 N W E S SCALE : 1 "=30' I19.9' Ld 00 - N DC)NC- SLAB � O I O N Lj O �Iz o (0I ' Perm7fd I A1419 VC7P C U7(>�O�7f KNOLLWOOD LANE 20' (50' RAW) ASPI S89'10'32"E 100.00' 10' D.U.E. R/W LINE I FND IR (NO ID) (0.4' NORTH, N� >> 0.3' EAST) 7.5 5.0' 7.5' ' .COVERED N PAVERS 19.0' 1 � 5 11.0' 3. 5.0' 2'7, 20.0' 2.9' v s.4 LOT 6 LOT 5 XISTING RESIDENCE -DO 0 '1.4' 3.5' 13.1 O 5.1' N 6'AER 0.8PVES II O 18.0' a 26.0, 16.1' _ (n L -N- 1 10"D.U.E. St. Lu1�Ile o. FL Date St. aLs� Approved N89°10'32"W 100.00' TRACT 1 CERTIFIED TO: GHO MEADOWOOD CORPORATION DESCRIPTION LOT 5, MEADOWOOD UNIT 5, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 32, PAGE 18, OF THE PUBLIC RECORDS 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 lost date of field work was October 7, 2019 (Sketch). 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 Knollwood Lane, bearing S89'10'32"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 maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. LEGEND A - CENTRAL ANGLE R = CURVE RADIUS L - CURVE LENGTH (C) = CALCULATED (P) - PLAT FND = FOUND IR = 5/e' IRON ROD IP = 1/2- IRON PIPE OHU = OVERHEAD UTILITIES CM = CONCRETE MONUMENT FFE FINISH FLOOR ELEVATION PKD PK NAIL AND DISK P.LS. = PROFESSIONAL LAND SURVEYOR LB = UCENSED BUSINESS P.B. PLAT BOOK R/W = RIGHT-OF-WAY ® - EXISTING WELL Q = AT&T PEDESTAL ® - WATER METER CC), - WOOD POWER POLE 0 = FND IRC LB 7056 CONC = CONCRETE IRC = #5 IRON ROD & CAP D.U.E. - DRAINAGE AND UTILITY EASEME X- = S' VINYL FENCE ® = CAPI.E,' EENSION. BOX VALVE' ST. LUCIE RIVER-W )L DISTRI>Cr%a = 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. BY. RICHA V •• Q '/_ C. LAVENTURE, ORID .L!S. REVISION DESCRIPTION DATE ' B 0U N D AR Y SU �1 EY . 1 FORMBOARD TIE-IN SURVEY 4/30/19 2 FINAL SURVEY 10/8/19 PREPARED FOR GHO MEADOWOOD CORPORATION LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING 2552 PETERS ROAD, SUITE D LB 7056 FORT PIERCE, FLORIDA 34945 (772) 398-6430 PHONE (772) 398-6426 FAX REF. JOB NO. DRAWN BY DATE DRAWING NO 18.1850-171 MWH 12/24/18 18.1850-171 F.B.,PG. CALCULATED B SCALE SHEET NO. GPS RCL 1"=30' 1 OF 1 St. Lucie county 2' VALLEY GUTTER PROJECT BEN6FMARK'� NAIL/TIN TAB (NO ID) APR 3 0 1019 (TYPICAL) -,,"SET EL--100.00 (ASSUMED) FND NO Permitting Departma (NO ID) KNOLLWOOD LANE St. Lucie County 435.98' 20' (60' RAW) ASPHALT 0 0 S89°10'32"E 100. R/W LINE 10' D.U.E. R/W LINE / -,q- FND IR (NO ID) LO (0.4NORTH, N r- 0.3' EAST) 1.7' 6 1.6' 0.0 1.3' 1.3' 7.5' 5.0' 7.5' w N O N UD U) aD N o J©11K LOT 4 rn� O I a r--�--� 2.7' �^ N w 11.1' 5.0' 20.0" .,V 1 O :5 (V 2.9' 65'OM 41 Iw LOT 6 z of � LOT 5 �� FORMBOARDS TOP OF FORMS 'r, 00 FFE=101.70 m N O 1.4' 3.5' 13.2' O ON E OW 6.9' II ' 4.0' ' = 20.0i S SCALE 1 "=30' o L -N_ - 10' D.U.E. N89°10'32"W 100.00' LEGEND - CENTRAL ANGLE CERTIFIED TO: R =CURVE RADIUS TRACT 1 = CARVE LENGTH GHO MEADOWOOD CORPORATION (C) CALCULATED - PJ =PLAT (FND FOUND ■ � ,/j `-1 Z'l (� 1 Ilal ��1M�IIT&# 9.©!2--L�,�7j1 V• IR 5/8-IRON ROD IF 1/2" IRON PIPE CHU OVERHEAD UTILITIES DESCRIPTION CM = CONCRETE MONUMENT FFE = FINISH FLOOR ELEVATION LOT 5, MEADOWOOD UNIT 5, ACCORDING TO THE PLAT THEREOF, AS RECORDED PKD PK NAIL AND DISK IN PLAT BOOK 32, PAGE 18, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. P.L.S. = PROFESSIONAL LAND SURVEYOR LB =LICENSED BUSINESS P.B. = PLAT BOOK SAID LAND CONTAINS 0.28 ACRES, MORE OR LESS. R/W - RIGHT-OF-WAY SURVEY NOTES 0Q =AT&T PEDEVSTAL 1. This survey is not valid without a signature and original embossed seal of a Florida ® = WATER METER Professional Land Surveyor. `= POWER POLE 2. Description provided by client and/or their agent. = SET Rc LB joss 0 SET I 3. The last date of field work was April 26, 2019 (F.B 19-255/1). CONC = CONCRETE 4. Underground improvements and foundations were not located as part of this survey. IRc = ys IRON ROD & CAP 5. Bearings shown hereon are based on the South R/W line of Knollwood Lone, bearing D.U.E. = DRAINAGE AND UTILITY EASEMENT S89'10'32"E, as monumented. All bearings are relative thereto. X-- 6' MNYL FENCE 6. All boundary information shown is calculated per plat, unless otherwise shown. 0 - CABLE TELEVISION Box 7. Property lies in flood zone "X", per map 12111CO160 J, dated 2-16-12. 7x - FIRE HYDRANT S. Additions or deletions to survey maps or reports by other than the signing party or A - 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 assumed datum. CONTROL DISTRICT LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH �J INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY BY: (- OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. RICHA D C. LAVENTU FLORIDA P.L.S. #5209 DATE REVISION DESCRIPTION DATE BOUNDARY SURVEY 1 FORMBOARD TIE-IN SURVEY 4/30/19 PREPARED FOR GHO MEADOWOOD CORPORATION I LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING 2552 PETERS ROAD, SUITE D LB 7056 (772) 398T 6430 PHONE FLORIDA (772) 398-6426 FAX REF. JOB NO. DRAWN BY DATE DRAWING NO 18.1850-171 MWH 12/24/18 18.1850-171 F.B.,PG. CALCULATED B SCALE SHEET NO. CPS RCL 1"=30" 1 OF 1 RECEIVED 2' VALLEY GUTTER (TYPICAL)-\ FIND NO (NO ID) 435. R/W LINE LOT 4 (VACANT) LOT 3 (VACANT) LOT 2 (VACANT) N a W E S SCALE : 1 "=30' W CERTIFIED TO: CHO MEADOWOOD CORPORATION KNOLLW 0 p M S89`10'32"E 100.00' 10' D.U.E. — I N p 1.7' 1. 1.3' L_ PROJECT BENCHMARK SET NAIL/TIN TAB (NO ID) -EL=100.00 (ASSUMED) D LANE R/W) FEB 15 2019 County, Permitting R/W LINE _ FND IR (NO ID) ow (0.4' NORTH, o 0.3' EAST) D_ o 0. �uo a� b.5 --d: v LOT 6 LOT 5LL, PROPOSED �p FFE=101.24 RESIDENCE 2, I d 00 PROPOSED a: O FFE=101.67 v O O 14 35 13.2' 5.1' 069COVERED II O 8' LAA_ 16.0' 20.0(dn- I R -- - - -__J 10' D.U.E. N89'10'32"W 100.00' 5 90' TRACT .1 DESCRIPTION LOT 5, MEADOWOOD UNIT 5, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 32, PAGE 18, OF THE PUBLIC RECORDS 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 December 20, 2018. 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 Knollwood Lane, bearing S89'10'32"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 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. By St. Lucie C 111012110 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 CM - CONCRETE MONUMENT FIFE = FINISH FLOOR ELEVATION PKD = PK NAIL AND DISK P.L.S. - PROFESSIONAL LAND SURVEYOR LB - UCENSEO BUSINESS P.B. - PLAT BOOK R/W - RIGHT-OF-WAY ® - EXISTING WELL Q - AT&T PEDESTAL ® - WATER METER = WOOD POWER POLE O = SET IRC LB 7056 CONIC - CONCRETE IRC = #5 IRON ROD & CAP D.U.E. = DRAINAGE AND UTILITY EASEMB -X- = 6' VINYL FENCE 0 - CABLE TELEVISION BOX - FIRE HYDRANT = WATER VALVE NSLRWCD = NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS, / e RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH i I2 �O INFORMATION, IF O, SHOULD BE OBTAINED AND CONFlRMEp BY BY: APPROPRIATE r OTHERS THROUGH APPROPRIATE TITLE vERlFIcnnoN. RICHARD C. LAVENTLISV FLORIDA P.L.S. //52 99 DATE - BOUNDARY SURVEY PREPARED FOR GHO MEADOWOOD CORPORATION LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING 2552 PETERS ROAD, SUITE D FORT PIERCE, FLORIDA 34945 7056 (772) 398-6430 PHONE (772) 398-6426 FAX REF. JOB NO. DRAWN BY DATE DRAWING NO 18.1850-171 MWH 12/24/18 18.1850-171+Le F.B.,PG. ALCULATED BY SCALE SHEET NO. CPS RCL 1°=30� 1 OF 1 2' VALLEY GUTTER FND ND (NO ID) 435. R/W LINE LOT 4 (VACANT) LOT 3 (VACANT) LOT 2 (VACANT) N W E S SCALE : 1 "=30' w KNOLLWO gg5$ (60' 0 0 S89°10'32"E 100.00' 10' D.U.E. -in- - N 1.7 0 1.7' .. 1.3' 1.3' L D LANE R /W) �w w rn O CI 0 � o_ Of - a. ID) FEB 15 2019 ST, Lucie County. Pern R/W LINE FND IR (NO ID) (0.4' NORTH, 0.3' EAST) - I 11. 1.1 5.0. 2.7' ^ 20.0' Z� LOT 5 2.9' 6.5 d- � I LOT 6 PRO 0 ED �p FFE=101.24 RESIDENCE 2• I o Do FFE--P10S 67 OED (" op MIN. SETBI 1.4, 5.3.5' 3.2' II0' O FRONT N SIDE 6.9 CNR S DOE0A_8' a LA6.0' (n REAR --- 10' D.U.E. N89"10'32"W 100.00' 5 90' TRACT 1 CERTIFIED TO: GHO MEADOWOOD CORPORATION DESCRIPTION LOT 5, MEADOWOOD UNIT 5, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 32, PAGE 18, OF THE PUBLIC RECORDS 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 December 20, 2018. 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 Knollwood Lane, bearing SB9'10'32"E, as monumented. All bearings are relative thereto. 6. All boundary information shown is calculated per plat, unless otherwise shown. 7. Property Iles 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. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH C INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY By. OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. olrunon r I Avrnrn I . 1 18.1850-171 1 MWH 1 12/24/18 1 18.1850-171 1 GPS I RCL 1 1"=30' 1 1 OF 1 TECH 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 CM = CONCRETE MONUMENT 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 ® EXISTING WELL Q = AT&T PEDESTAL ® = WATER METER �Q� = WOOD POWER POLE 0 SET IRC LB 7055 CONC CONCRETE IRC = S5 IRON ROD & CAP D.U.E. - DRAINAGE AND U17UTY EASEMEI -X- - 6' VINYL FENCE 0 - CABLE TELEVISION BOX - FIRE HYDRANT In = WATER VALVE NSUBWCD - NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT 12611-7 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 FAX