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Home My WebLink AboutSURVEYSI S SCALE : 1 "=30' CERTIFIED TO: JOHN ANDERSON DESCRIPTION LOTS 6 AND 7, BLOCK 15, INDIAN RIVER ESTATES -UNIT 3, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 47, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LAND CONTAINS 0.96 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 JULY 21, 2017. 4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART OF THIS SURVEY, 5. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH R/W LINE OF EASY STREET, BEARING S89'52'19"W, AS MONUMENTED. ALL BEARINGS ARE RELATIVE THERETO. 6. 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. 7. PROPERTY LIES IN FLOOD ZONE "X", PER MAP 12111CO277 J, DATED 2-16-12. 8. ALL ELEVATIONS SHOWN ARE BASED ON AN ASSUMED DATUM. BY: & RICHARD C. LAV RE, FLORIDA P.L.S. #5209 BOUNDARY SURVEY PREPARED FOR JOIN ANDERSON FND IP (NO 10) (0.2' SOUTH, 0.6' WEST)- ro v� o' LO �• I � I PALM GROVE SUBDIVISION (P.B. 31, PG 4) N89'52'1)0"E FND IP (NO ID) -(0.2' SOUTH, 0.4' WEST) ss o 13.0' PROPOSED p�0o 1-STORY METAL (6 o BUILDING I 'N l STIES 9 00 M PROPOSED i. 81 FFE=102.00 rNG. recH. ( 00 ,p BOOR P60XOS2D CONC SLAB n15 LiLOT 636" LOT 7LOT 5aLn BLOCK BLOCK 15 o i� LOT 8 00 pDO p CONC p O N SLAB -----4�3_8------- O N 0 O 9.5 -- COV RED CONC Im O Z 40.3' n IOD U) 40.3' & j 1.5 26.7' 9.4 12.3' 41.8' `V 2.2' �7,2' EXISTING ro 5.3' RESIDENCE I- FFE=103.00 N 0 2.5' \ \ cNl co 14cl 3 COVERED FND IP (NO ID) \ A� (0.2' SOUTH, 0.1' WEST) rn FND CM (NO ID) c^ (0.4' NORTH, 1 0.3' WEST) ` 1 FND IR (NO ID) (0.4' SOUTH, I FND IP (NO ID) 0.4' WEST) I I (0.3' SOUTH, I I I 0.3 WEST) CALCULATED FND IRC 7025 (0.6' SOUTH, FND IRC 4223 (-POSITION R/W LINE .2' WEST) I I (0.4' WEST) _fjW LINE 360.56' S89'52'' 9"W J 143. 0' / )APRON( 2/z6 //g DATE EASY STREET ' ET ONAILTTNETABM(NRO ID) ASPHALT �- (80' R/W) EL=100.00 (ASSUMED) - R E V I S 1 0 N S- BY DATE ADD PROPOSED METAL BUILDING MWH 2/25/19 TASK BY DATE FIELD G.T. 7/21/17 CALCS. ................. MWH ............ 7/20/17 DRAWN ... ...... MWH .... ..... 7/28/17, CHECKED RCL 7/28/17 FILE REF. TFIELD BK./PG. 17.2924 i6 245/56-58 LEGEND A = CURVE CENTRAL ANGLE R = CURVE RADIUS L = CURVE LENGTH (C) = CALCULATED (p) = PLAT (D) = DEED ORB = OFFICIAL RECORD BOOK POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT IR = # 5 IRON ROD EL = ELEVATION IRC = # 5 IRON ROD & CAP FPL = FLORIDA POWER AND LIGHT F�F - FIKIIS14 R-00P EI EVA.TION CM = CONCRETE MONUMENT P.L.S. = PROFESSIONAL LAND SURVEYOR LB = LICENSED BUSINESS P.B. = PLAT BOOK IP = 1/2" IRON PIPE MD = MAC NAIL AND DISK R/W = RIGHT-OF-WAY QS = EXISTING SEPTIC TANK ® = EXISTING IRRIGATION WELL U.E. = UTILITY EASEMENT D.U.E. = DRAINAGE AND UTILITY EASEMENT Q = SET IRC LB 7056 IO = CURB INLET Q = ALUMINUM FLAG POLE X� = LAMP POST ® = WATER METER O = AT&T PEDESTAL 0 = CABLE TELEVISION BOX c-(h = WOOD POWER POLE `❑_, = CONCRETE POWER POLE (- = GUY WIRE CONC = CONCRETE -o-- = 6' CHAIN LINK FENCE -x- = 6' WOOD FENCE -c- = 6' VINYL FENCE -A- = 4' ALUMINUM FENCE OHL = OVERHEAD UTILITY PG = PAGE ALUM = ALUMINUM = OAK TREE = PINE TREE 1D0? = EXISTING ELEVATION LAVENTURE & ASSOCIATES, INC. 4-E PROFESSIONAL SURVEYING AND SCA kL% 2552 PETERS ROAD SUITE D BY FORT PIERCE, FLORIDA 34945 St. Lucie County LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX DATE: 9-12-18 HORIZ. VERT. SCALE: 1"=30' SCALE: N/A JOB No. 17.2924 SHEET 1 OF 1 1903 - oac�o W S SCALE : 1 `30' CERTIFIED TO: JOHN ANDERSON L ECEIVEDR26 20 99 County, Permitting PERMIT # SLC1903-0260 DESCRIPTION LOTS 6 AND 7, BLOCK 15, INDIAN RIVER ESTATES -UNIT 3, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 47, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LAND CONTAINS 0.96 ACRES, MORE OR LESS. 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 APRIL 24, 2019 (F.B. 19-254/71). 4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART OF THIS SURVEY. 5. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH R/W LINE OF EASY STREET, BEARING S89-52'19"W, AS MONUMENTED. ALL BEARINGS ARE RELATIVE THERETO. 6. 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. 7. PROPERTY LIES IN FLOOD ZONE "X", PER MAP 12111CO277 J, DATED 2-16-12. 8. ALL ELEVATIONS SHOWN ARE BASED ON AN ASSUMED DATUM. 0 m D C. LAVEN'1•URE, FLORIDA P.L,S. #5209 cf) B0j 1NDARY SURVEY PREPARED FOR -<mJOHN ANDERSON PALM GROVE SUBDIVISION (P.B. 31, PG 4) FND IP (NO ID) (0.2' SOUTH, N89'52'00' 0.6' WEST) 143.40' f co Ln 12.8' 24.0 EXISTING i FORMBOARDS o TOP OF FORMS EL=102.03 M M 24.0' 12.9' 0I I0 12.0' L 1 LOT 6 3s" LOT 5 L0 BLOCK 15 ®� CONC m O CV SLA8------I48_6- z 40.3 9.5 COV�RED I r .5' FND IP (NO ID) (0.2' SOUTH, 0.1' WEST) FND CM (NO ID) (0.4' NORTH, 0.3' WEST) FND IR (NO ID) (0.4' SOUTH, 0.4' WEST) FND IRC 7025- CALCULATED (0.6' SOUTH, rPOSITION 0.2' WEST) R/W LINE - 360.56' 'CONC APRON __..I z -'- !° EXISTING a 5.3' RESIDENCE FFE=103.00 " >2.5' i 0 I 0 49.3' COVFFF.:. CONC -----'�---------- S89°52'19"W 143.40' LOT 7 BLOCK 15 1.8, 1.7' EASY STREET STBENCHMARK CHM R ET NAILTINID) (80' R/W) EL=100.00 (ASSUMED) DATE -REVI SIGN S- BY DATE ADD PROPOSED METAL BUILDING MWH 2/25/1, ....._............./ FORMBOARD TIE-IN SURVEY MWH 4/219 5 TASK BY DATE FIELD ............. GT .. 7/21/17 CALCS. .�.........��... MWH ......... 7/20/17 ...I....... DRAWN ....... MWH ....._............... 7/28/17 CHECKED RCL 7/28/17 FILE REF. FIELD BK./PG. ................... 17.2924 ................... 16-245/56-58 FND IP (NO ID) -(0.2' SOUTH, 0.4' WEST) O O 00 o p r O (V O m LOT 8 FND IP (NO ID) (0.3' SOUTH, 0.3' WEST) FND IRC 4223 (0.4' SOUTH, 0.4' WEST) EW LINE LEGEND A = CURVE CENTRAL ANGLE R = CURVE RADIUS L - CURVE LENGTH (C) = CALCULATED (P) = PLAT (D) = DEED ORB = OFFICIAL RECORD BOOK ROB = POINT OF BEGINNING POC =.POINT OF COMMENCEMENT IR = # 5 IRON ROD EL = ELEVATION IRC = # 5 IRON ROD & CAP FPL = FLORIDA POWER AND LIGHT FIFE = FINISH FLOOR ELEVATION CM = CONCRETE MONUMENT P.L.S. = PROFESSIONAL LAND SURVEYOR LB = LICENSED BUSINESS P.B. = PLAT BOOK IP = 1/2" IRON PIPE MD = MAG NAIL AND DISK R/W = RIGHT-OF-WAY SO = EXISTING SEPTIC TANK ® = EXISTING IRRIGATION WELL U.E. = UTILITY EASEMENT D.U.E. = DRAINAGE AND UTILITY EASEMENT O = SET IRC LB 7056 = CURB INLET Q = ALUMINUM FLAG POLE > = LAMP POST = WATER METER OO = AT&T PEDESTAL 0 = CABLE TELEVISION BOX cn. = WOOD POWER POLE = CONCRETE POWER POLE (- = GUY WIRE CONC = CONCRETE -0- = 6' CHAIN LINK FENCE -x- = 6' WOOD FENCE -o- = 6' VINYL FENCE -A- = 4' ALUMINUM FENCE CHU = OVERHEAD UTILITY PG = PAGE ALUM = ALUMINUM = OAK TREE = PINE TREE 100? = EXISTING ELEVATION 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 DATE: 9-12-18 HORIZ. VERT. SCALE: 1"=30' SCALE: N/A JOB No. 17.2924 SHEET i OF 1