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Home My WebLink AboutSURVEYSN - RECEIVE6 �pOry 7 LOT 210 APR 121018 1, Co /\ FFE-102.0ennitting Department \ W E st. LUCID County TRACT 2 � \ _ LOT 209 (VACANT) scA1IL 5 f K REQ. s� FRONTSIDES Q CNR SIDES �� • ^ J� / �� >o �O O O REAR DCb ZNG.'so \F TECH. P ? 5\• p\ % L o' PROPOSED\ ^o (/ 09. �� O L'08 `` 'o• OT PAVERS \ COVERED �' PROPOSED /> v G ENTRY o RESIDENCE .�, \ '>• PROPOSED Op `9S FP SF,� FFE=101.67 �OJ 100.3' 6 LOT 207 FFE=101.68 ooy`�oT / LEGEND 9 9C'S' o �O �� / v A - CENTRAL ANGLE 0.f- -7 >' �A-- R = CURVE RADIUS of >OJ Ay o. �i�OJ L (C) = CURVE LENGTH = CALCULATED A 9lT 99 SJ 100.11 y S> CERTIFIED T0: FND' = FOUND 9g' IR 1RON ROD GHO MEADOWOOD CORPORATION 12 /pp v— 100.2' IP 15/2° IRON PIPE 3p \ -a CHU = OVERHEAD UnUTIES DESCRIPTION CALCULATED \ti ty POSITION CM FFE CONCRETE MONUMENT = FINISH FLOOR ELEVATION LOT 208, MONTE CARLO COUNTRY CLUB -UNIT 2, ACCORDING TO THE PLAT THEREOF, AS PKD = PK NAIL AND DISK RECORDED IN PLAT BOOK 23, PAGE 26, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.P'�S. LB - PROFESSIONAL LAND SURVEYOR = LICENSED BUSINESS SAID LAND CONTAINS 0.42 ACRES, MORE OR LESS. P.B. R/W = PLAT BOOK - RIGHT-OF-WAY SURVEY NOTES ® - EXISTING WELL 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. CC), = WOOD POWER POLE 2. Description provided by client and/or their agent. 0 = SET IRC LB 7055 3. The last date of field work was March 12, 2019. 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 Easterly R/W line of Bent Pine Drive, bearing D.U.E. - DRAINAGE AND UTILITY r N36'40'06"W, as monumented. All bearings are relative thereto. x-- 6' VINYL FENCE �71i1� 6. All boundary information shown is calculated per plat, unless otherwise shown. ® = CABLE TELEVISION BOX F 7. Property ties in flood zone "X", per map 12111CO160 J. dated 2-16-12. y = FIRE HYDRANT C}. Luc' 8. Additions or deletions to survey maps or reports by other than the signing party or st = WATER VALVE parties is prohibited without written consent of the signing party or parties. NBLRWCD 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, RESERVATION,, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH _ ----� INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED C BY: OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. R CH C. LAVENTURE, F R A P.L.S. #5209 DATE REVISION DESCRIPTION DATE BOUNDARY SURVEY PREPARED FOR CHO MEADOWOOD CORPORATION LAVENTURE & ASSOCIATES, INC. SURVEYING AND MAPPING 2552 PETERS ROAD, SUITE D 7056 (772) 398FORT 64 OPIERG PHONE FLORIDA �772� 398-6426 FAX REF. JOB W. DRAWN BY DATE DRAWING N0.+L8 19.1850-181 MWH 3/15/ls 19.t850-181PROFESSIONAL CALCULATED BY SCALE SHEET N0. GPS RCL 1"=30' 1 OF 1 4 l�bc�. b�33 N W E I SCALE : 1 "=30' MAY 3 0 Z019 LOT I f9Lucie County, Perr itting / \ TRACT 2 \ S 170, \� �<01 \h N \ O A• \ N \ 19 6� og o O� ��GRO�S A �O• LOT 207 V '� ao >z�� LE4GD A J 9SA O �Qi A'• �/ �J O R = CENTRAL ANGLE = CURVE RADIUS + 9 LG O L (C) = CURVE LENGTH - CALCULATED CERTIFIED TO: �r FST o� (P) =PLAT CHO MEADOWOOD CORPORATION J ,,++,,.. �O \ All'T FIND IN IP = FOUND = 5/8" IRON ROD 1/2' IRON PIPE �f"J�A ,(J,.O_/.l.Z,Z� r I\IVI 'f]' UJ J OHU OVERHEAD UTILITIES DESCRIPTION CALCULATED \��y FFE INNI HR TE MONUMENT = FINISH FLOOR ELEVATION LOT 208, MONTE CARLO COUNTRY CLUB -UNIT 2, ACCORDING TO THE PLAT THEREOF, AS PKD = PK NAIL AND DISK = PROFESSIONAL LAND SURVEYOR RECORDED IN PLAT BOOK 23, PAGE 26, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.RLS. LB = LICENSED BUSINESS P.B. = PLAT BOOK SAID LAND CONTAINS 0.42 ACRES, MORE OR LESS. R/W = RIGHT-OF-WAY = EXISTING WELL SURVEY NOTES • = AT&T PEDESTAL EST 1. This survey is not valid without a signature and original embossed seal of a Florida No = WATER METER Professional Land Surveyor. CO, = WOOD POWER POLE SCAI 2. Description provided by client and/or their agent. 0 = SET IRO LB 7056 E 3. The last date of field work was May 30, 2019 (RCL). this CDNC - CONCRETE �ca St. Lodi 4. Underground improvements and foundations were not located as part of survey. IRC = g5 IRON ROD & 5. Bearings shown hereon are based on the Easterly R/W line of Bent Pine Drive, bearing D.U.E. = DRAINAGE AND UTILITY EASEME N36'40'06"W, as monumented. All bearings are relative thereto. x-- 6' VINYL FENCE = CABLE TELEVISION BOX 6. All boundary information shown is calculated per plat, unless otherwise shown. "X", �0 % = FIRE HYDRANT 7. Property lies in flood zone per map 12111CO160 J, dated 2-16-12. ' 8. 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 INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY III BY, OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. - DATE 1 1 F RMBOARD TIE-IN SURVEY FORMBO 5/3o/ts u " BOUNDARY SURVEY 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 N0. DRAWN BY DATE DRAWING NO 19.1850—tat MwH 3/15/1s 1s.1850-18t F.B.,PG. ALCULATED B SCALE SHEET N0. GPS RCL 1"=30' 1 OF 1 I Q0�-03_ 3 ST. Lucie County, Pe� 11®I-I D 333 W+E LOT 209 / TRACT 2 S SCALE : 1 "=30' crpo. F �p 0� o �0 x� nd.lb DaW APProved �O 0 K^ 9 / x � 1 \ , my e LOT 208 '• EXISTING RESIDENCE QP / \ tiN NOg $6ti / LOT 207 01 LEGEND O \ / A = CENTRAL ANGLE R L = CURVE RADIUS = CURVE LENGTH qy O• �� of (C) CALCULATED C 9�T sJ = PLAT CERTIFIED T0: FN FND = FOUND • IR = 5/8" IRON ROD CHO MEADOWOOD CORPORATION IP - 1/2" IRON PIPE �$ CHU = OVERHEAD UTILITIES DESCRIPTION CALCULATED \� CM = CONCRETE MONUMENT POSITION FFE = FINISH FLOOR ELEVATION LOT 208, MONTE CARLO COUNTRY CLUB -UNIT 2, ACCORDING TO THE PLAT THEREOF, AS PKD = PK NAIL AND DISK RECORDED IN PLAT BOOK 23, PAGE 26, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA P.LS. LB = PROFESSIONAL LAND SURVEYOR = LICENSED BUSINESS SAID LAND CONTAINS 0.42 ACRES, MORE OR LESS. P.B. R/W PLAT BOOK = RIGHT-OF-WAY SURVEY NOTES Qi =AT&TPEOEeALSCANN 1. This survey is not valid without a signature and original embossed seal of a Florida ® WATER METER BY Professional Land Surveyor. 2. Description provided by client and/or their agent. -O `� =wood PowE Y LLUC(e Ca io 3. The lost date of field work was October 14, 2019 (Sketch). O CONC = FND IRC LB - 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 Easterly R/W line of Bent Pine Drive, bearing D.U.E. = DRAINAGE AND UTILITY EASEMENT N36'40'06"W, as monumented. All bearings are relative thereto. -X-= B' VINYL FENCE 6. All boundary information shown is calculated per plat, unless otherwise shown. 0 = CABLE TELEVIS)W,Ngx, 7. Property lies in flood zone "X", per map 12111CO160 J, dated 2-16-12. . = FIRE HYaRA�T.: . B. Additions or deletions to survey maps or reports by other than the signing party or =WATd. vN. ••-•••.,.'�. •. , parties is prohibited without written consent of the signing party or parties. NSLRWOD NOI2TR•SY.'LUCIE RIVER WATER CDN]AO,C roI=CT - . 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 CONI9RMEO BY BY. OTHERS THROUGH APPROPRIATE TIRE VERIFICATION. 11 1 FORMBOARD TIE-IN SURVEY 2 FINAL SURVEY 19.1850-181 GPS MWH 1 3/15/1 )LATED BY SCAL RCL 1"=30' E 5/30/19 BOUNDARY SURVL'Y""'"'.. to/ts/ts PREPARED FOR GHO MEADOWOOD CORPORATION DRAWING NO. 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 9 19.1850-181 SHEET N0. 1 OF 1 /9V�- o333