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HomeMy WebLinkAboutSURVEYSLOT 179 S89'14'54"E 118.00, FND IRC 7681 (0.1' SOUTH, 0.1' WEST) LL1 o,0 1tic) � olL0 LOT 171 z :31 ofTo I FND IRC 7688 (0.1. SOUTH, 0,1' EAST) R/W LINE 2' 10' D.U.E. t�DD V I m COVERED_ N PAVERS 2 2.3' 14.3' 1.4' LOT 170 EXISTING RESIDENCE lW =! 3 1. to 0 I �O � O 1 UO CONC SLAB 1 IRC 7688 NORTH, EAST) N E SCALE : 1"=30' LOT 169 •1.O'x1.0' I (TYPICAL) FND IRC (ILLEGIBLE) (0.1' NORTH) R/W LINE 118.00' , IN LEGEND P I N E B A R K COURT 20' A. CENTRAL ANGLE 362.00' (SANDTRAP LANE PER PLATT_ ASPHALT � . CURVE CURVE LEX MSs 60' R W (a) - CAu: wo CERTIFIED TO: F°"'° FNO -- Sle IRON ROD JOHN L ORCUTT AND MARYSUE ORCUTT ACADEMY MORTGAGE CORPORATION, ISAOA IF . 1/2' IRON PIPE OHU - DvrRHFAD UTILITIES SUPREME TITLE SOLUTIONS, LLC _ Cu - CONrnErE NOHAINENr FIFE - FlMS1K iLOON ElEYATION CHICAGO TITLE INSURANCE COMPANY PND . PK NAIL AND DISK DESCRIPTION P'-g - "`OFESSO L LAND SURVEYOR LB . LICENSED BUSINESS LOT 170, MONTE CARLO COUNTRY CLUB UNIT 1, ACC OROINO To PLAT THEREOF. AS RECORDS OF ST. LUCIE COUNTY, FLORIDA.M/w P.S. - PLAT BOOK RECORDED IN PLAT BOOK 23, PACE 25, OF THE PUBLIC . meNT_OF-WAY ® . DISTINO WELL SAID LAND CONTAINS 0.41 ACRES. MORE OR LESS. - ATrT PEDESTAL SURVEY NOTES ®- WATERMERR P 1. This survey is not valid without a signature and original embossed seal of a Florida _ � µ= Professional Land Surveyor. 2. Description provided by client and/or their agent. 0 . SET IRC OI 79ee Caro -.CONCRETE 3. The last date of field work was July 18. 2015 (Sketch). 4. Underground Improvements and foundations were not located as part of this survey. IRO - 16 IRON ROD r CAP D.o.r • DRAINAGE AND UTILM EASEIEN 5. Bearings shown hereon are based on the North R/W line of Pinebark Court. bearing -R-- V VINYL FENCE N8914'54'W, as monumented. All bearings are relative thereto. 6. All boundary Information shown is calculated per plat, unless otherwise shown. O -CABLE TTIAVI90N BOX 0 . ELECTRIC SERVICE Box 7. Property Has In flood zone 'X', per map 12111CO150 J. doted 2-16-12. deletions to survey mops Or reports by other than the signing party or NAAWCO . NORTH ST. Ujae RIVER WATER CONTROLADIISN1mCT iAdditions or „__ ,_ _..�n"..a ..,aHnut mr1itnn consent of the sianing party or parties. ❑ _ CATCH LANDS SHOWN HEREON WERE 90T ASSWCTED FOR RIGHT OF WAY7. RESFRVATONS ACRE,'NOM AND/OR EASEMENTS OF RECORD. SUCH IF OESRED. SHOULD DE OBTAINED AND CONnRRED BY '-7 rJ t 3 f ` r BY : P.LS. DATE wFOmTATON. OTHERS THROUGH APPROPmA1E TIDE VERIFICATION. RI H 0 C LAVE RE FLO IDA �15209 REVISION DESCRIPTION DAB BOUNDARY SURVEY 1 FORMBOARD TIE-IN SURVEY 3�R1�1 2 FINAL SURVEY 7�19�T PREPARED FOR 3 'ADD CERTs '�°^ JOHN & MARYSUE. ORCUTT REF. JOB NO. DRAM BY DATE DRAWING NO LAVENTURE & ASSOCIATES, INC. 17.1850-124 AtWH 11/21/17 17.1850-124 'A PROFESSIONAL PE ERS ROAGD. SUITE DAPPING F.B..PC. ALCULATED B SCALE SHEET NO. 1 FORT PIERCE. FLORIDA 34945 L9 705G 72) 398-6430 PHONE (772) 398-642 GPS RCL 1'=30' 1 OF FILE COPY MIN. FRONT SIDES CNR S REAR_ ZNG. REQ. I ScABN ED St. Lucie County f�ll � �ec�lv�m -11 APR 15101.9 P@rrtilfiing ertment LOT 179 S89 °14' 54"E ��• duaieDcoupa nty 118.00' FND IRC 7688 10' D.U.E. FND IRC 7688 (0.1 SOUTH, -a'- - -o- N N (0.1' NORTH, 0.1' EAST) 0.1' WEST) N 31.3' 40.2' EXISTING POOL EXISTING I W E L,J FORMBOARD I - -- (DECK) 0 0 16.1 DO I S O If)00 N COVERED _ I .- PAVERS 27.1' SCALE 1 "=30' O I 0 , 2.3' 14.3' 1.4' LOT 171 O w I z ^ LOT 170 Lv LOT 169 '0 EXISTING .� I m RESIDENCE I (.0-0 Oa- O O n lfj- O 13.6' 10.1' L0 o SCANNED PAVERS r CONC TSLAB V) BY N St. Lucie County 7.1' 7.7'1.0'X1.O' FND IRC 7688 r7.6' >>I(TYPICAL(0.1' SOUTH, dE FND IRC (ILLEGIBLE) 0.1' EAST) o�- -1 (0.1' NORTH) R/W LINE 10' D.U.E. R/W LINE N89°14 54 IN - 118.00' CALCULATEL POS}IONPINEBARK COURT oEGENCENTRAL GLE 362.00'(SANDTRAP LANE PER PLAT R CURVE RADIUS ENGTH 60' R W (C) = CALCULATED (P) = PLAT FNO FOUND IR = 5/8` IRON ROD _ IP - 1/2- IRON PIPE CHU = OVERHEAD UTIUTIES CM = CONCRETE MONUMENT FFE = FINISH FLOOR ELEVATION DESCRIPTION PKD = PK NAIL AND DISK P.L.S. - PROFESSIONAL LAND SURVEYOR LOT 170, MONTE CARLO COUNTRY CLUB UNIT 1, ACCORDING TO THE PLAT THEREOF, AS LB LICENSED BUSINESS RECORDED IN PLAT BOOK 23, PAGE 25, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. P.B. = PLAT BOOK R/W = RIGHT-OF-WAY SAID LAND CONTAINS 0.41 ACRES, MORE OR LESS. ® = EXISTING WELL Q = AT&T PEDESTAL SURVEY NOTES ® =WATER METER 1. This survey is not valid without a signature and original embossed seal of a Florida WOOD POWER POLE Professional Land Surveyor. E�- = GUY ANCHOR 2. Description provided by client and/or their agent. 0 = SET IRC LB 7055 3. The last date of field work was April 12, 2019 (Sketch). CONIC = CONCRETE 4. Underground improvements and foundations were not located as part of this survey. IRC - M5 IRON ROD & CAP 5. Bearings shown hereon are based on the North R/W line of Pinebark Court, bearing D.U.E. = DRAINAGE AND UTLITY EASEMENT N89'14'54"W, as monumented. All bearings are relative thereto. X-= 6' VINYL FENCE 0 = CABLE TELEVISION Box 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. O = ELECTRIC SERVICE BOX 8. Additions or deletions to surveymaps or reports b other than the signing art or NSLRWCD = NORTH ST. LUCIE RIVER WATER P P Y 9 9 P y CONTROL DISTRICT parties is prohibited without written consent of the signing party or parties. ❑ = CATCH BASIN LANES 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: RICHARD C. LAVEN FLORIDA P.L.S. #5209 DATE REVISION DESCRIPTION DATE BOUNDARY SURVEY 1 FORMBOARD TIE-IN SURVEY 3/21/16 2 FINAL SURVEY 7/19/18 3 ADD CERTS 7/2071-a PREPARED FOR LOUDEN POOLS 4 POOL DECK FORMBOARD TIE-IN SURVEY 4/15/19 LAVENTURE & ASSOCIATES, INC. SURVEYING AND MAPPING 2552 PETERS ROAD, SUITE 0 FORT PHONE FLORIDA 34945 7056 772 398-6430 ( ) (772) 398-6426 FAX REF. JOB NO. DRAWN BY DATE DRAWING NO.+LE3 17.1850-124 MWH 11/21/17 19.0041-631PROFESSIONAL F.B.,PG. ALCULATED B SCALE SHEET NO. GPS RCL 1"=30' 1 OF 1