The URL can be used to link to this page

Home My WebLink AboutSurvey Wiley 3307 Avenue JNOTE: THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL. NOTE: ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD IN U.S. SURVEY FEET. SCALE1 " = 20' NOTE: ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAT THE SIGNING PARTY OR PARTIES IS PROH(81TED WITH WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. DIRT DRIVE rg 15.57' S 9.00' O/S m 0 p AVENUE $sit$ (50.00' WIDE RIGHT-OF-WAY) DIRT DRIVE / (BASIS OF BEARINGS) CONCRETE,PII(! N 89'47'37" E (M) LLAR 120.00' (C) AND (M) WATER METER FENCE CORNER POSTIS .N 0.6' NORTH AND 0.5' WEST ELECTRIC S€R41C€ OF PROPERTY CORNER---�..._„_�`�a i 133* O 15.66ca ' ""----•--. FENCE END POST FENCE END POST IS FOUND 5/8" IRON PIPE IS 0.2' EAST OF 0.8' NORTH AND 0.4' EAST p PROPERTY LINE X X - OF PROPERTY CORNER � _ PILLAR FENCE END POST IS = NOT TO SCALE -- X -- w U) 0.9' SOUTH AND 0.7' WEST FENCE END POSTIS M _ OF PROPERTY CORNER = TELEPHONE SERVICE O/S z DIRT DRIVE rg 15.57' S 9.00' O/S m 0 p AVENUE $sit$ (50.00' WIDE RIGHT-OF-WAY) DIRT DRIVE / (BASIS OF BEARINGS) CONCRETE,PII(! N 89'47'37" E (M) LLAR 120.00' (C) AND (M) 4' HIGH CHAIN LINK FENCE S 89'45'53" W (M) 30.00' (C) 29.99' (M) LOT 11 BLOCK 43/ FENCE CORNER POST IS 0.2' NORTH AND 0.3' WEST J OF PROPERTY CORNER 1/ FENCE CORNER POSTIS 5.8' SOUTH AND 0.5' EAST OF PROPERTY CORNER ELEVATIONS BASED ON ASSUMED AND SHOWN THUS FLOOD ELEVATION INFORMATION MAP NUMBER 1 2111 0 01 78 J DATE OF FIRM .FEBRUARY 16, 2012 COMMUNITY NUMBER 120285 PANEL 0178 FIRM ZONE X SUFFIX J OF FOUND 5/8" IRON S 89'47'37" W (P) 210.01' (P) S 89'47'37" W (M) 210.01' (M) 6' HIGH WOODEN W 'i r - � r 1 .N CAP ROLLINS P.L.S. NUMBER 4945 i 133* O 15.66ca ' IS 64.3 FEET LONG FENCE END POST O/S 38 0/S FOUND 5/8" IRON PIPE IS 0.2' EAST OF /S p PROPERTY LINE X X - -- � _ PILLAR OFF PROPERTY CORNER = NOT TO SCALE -- X -- w U) WOOD FENCE END POSTIS M .45' DE 1.35' N IM = TELEPHONE SERVICE O/S z P.C.P. = PERMANENT CONTROL POINT 1 (P) = PLAT Zo 0 I 8.60' COVERED CONCRETE °per' 3OJp- i 43, PLAT NO. 3 OF SUNLAND GARDENS (SEE LEGAL a Z >-mmN 4 M �Qz LOT 7�r 4' HIGH CHAIN LINK FENCE 30.00'IS PROPERTY CORNER T -L0} t.45" BLOCK 43 15.06' O/S O/S coLOT BLOCK 43 085 O/S 43 LOT 6 WOOD DECK BLOCK 43 HIGH WOODEN FENCE 30.00' 6' HIGH WOODEN FENCE IS 73.9 FEET LONG IS 132.3 FEET LONG ISET 0 5/8" IRON REBAR WITH CAP ALUMINUM WOODh f� DECK DECK 6,52' 13.42' rn x 0/ 0/S FENCE CORNER POST" IS N 0 z cs 0.8' NORTH AND 1.1' EAST. OF PROPERTY CORNER 12' WIDE ALLEY 119.96' (C.F.T.}xx ¢ 12.69' FENCE END POST IS RIGHT-OF-WAY .25' / 12.91' 0.0' NORTH AND 0.2' EAST o ` .. f O/S OF PROPERTY CORNER { 4' HIGH CHAIN LINK FENCE S 89'45'53" W (M) 30.00' (C) 29.99' (M) LOT 11 BLOCK 43/ FENCE CORNER POST IS 0.2' NORTH AND 0.3' WEST J OF PROPERTY CORNER 1/ FENCE CORNER POSTIS 5.8' SOUTH AND 0.5' EAST OF PROPERTY CORNER ELEVATIONS BASED ON ASSUMED AND SHOWN THUS FLOOD ELEVATION INFORMATION MAP NUMBER 1 2111 0 01 78 J DATE OF FIRM .FEBRUARY 16, 2012 COMMUNITY NUMBER 120285 PANEL 0178 FIRM ZONE X SUFFIX J OF FOUND 5/8" IRON S 89'47'37" W (P) 210.01' (P) S 89'47'37" W (M) 210.01' (M) 1 STORY CONCRETE BLOCK AND WOOD FRAME STRUCTURE ON CONCRETE SLAB 65.04' ~CONCRETE A/C SCAB `COVERED WOOD DECK 60.00' d LOT 5 -WOOD DECK ALUMINUM {} i'` SHED 1 � M O fV a 13.8` P 11.7` �p O 53" W (C.F.T.) 120.00' 6' HIGH WOODEN FENCE IS 85.6 FEET LONG LOT 12 BLOCK 43 FENCE CORNER POST IS 1.1' NORTH AND 1.4' EAST OF PROPERTY CORNER FENCE CORNER POSTIS 4.7' SOUTH AND 1.5' EAST OF PROPERTY CORNER BENCHMARK REFERENCE: R 4- P L 8 4' HIGH CHAIN LINK FENCE .N CAP ROLLINS P.L.S. NUMBER 4945 4 IS 64.3 FEET LONG cn x FOUND 5/8" IRON PIPE i2 CONCRETE p CONCRETE 0.54' SOUTH AND 0.69' EAST -- PILLAR O _ PILLAR OFF PROPERTY CORNER = NOT TO SCALE -- X -- IS 1.9' WEST OF XPROPERTY FENCE END POSTIS DATUM OF 1929. UNE IM = TELEPHONE SERVICE 1.2' SOUTH AND 0.4' EAST OF z P.C.P. = PERMANENT CONTROL POINT (P) = PLAT r PROPERTY CORNER NOTE: THE BEARINGS ARE BASED ON THE SOUTH COVERED CONCRETE LINE OF AVENUE J AND THE NORTH LINE OF BLOCK 1''' FENCE END POST IS 43, PLAT NO. 3 OF SUNLAND GARDENS (SEE LEGAL PORCH DESCRIPTION), ON GRID NORTH FLORIDA EAST NAD83 1.4' SOUTH AND 0.4' EAST OF 8 'r 8.83 a 8 4' HIGH CHAIN LINK FENCE 30.00'IS PROPERTY CORNER w 2 _ „> �„ 15.06' O/S 1 STORY CONCRETE BLOCK AND WOOD FRAME STRUCTURE ON CONCRETE SLAB 65.04' ~CONCRETE A/C SCAB `COVERED WOOD DECK 60.00' d LOT 5 -WOOD DECK ALUMINUM {} i'` SHED 1 � M O fV a 13.8` P 11.7` �p O 53" W (C.F.T.) 120.00' 6' HIGH WOODEN FENCE IS 85.6 FEET LONG LOT 12 BLOCK 43 FENCE CORNER POST IS 1.1' NORTH AND 1.4' EAST OF PROPERTY CORNER FENCE CORNER POSTIS 4.7' SOUTH AND 1.5' EAST OF PROPERTY CORNER BENCHMARK REFERENCE: R 4- P L 8 4' HIGH CHAIN LINK FENCE IS 88.8 FEET LONG LOT 13 BLOCK 43 FENCE CORNER POSTIS 5.8' SOUTH AND 0.7' WEST OF CALCULATED \ PROPERTY CORNER FENCE CORNER POSTIS 5.7' SOUTH AND 2.8' WEST OF CALCULATED PROPERTY CORNER LEGEND: p ,...��.._.....6' HIGH WOODEN FENCE N n CAP ROLLINS P.L.S. NUMBER 4945 4 IS 64.3 FEET LONG °0 N x tri = FIRE HYDRANT ® = WATER METER 00 = CONCRETE POWER POLE -- = ANCHOR AND GUY WIRE _ ENCE CORNER POST 4.82' = NOT TO SCALE -- X -- IS 1.9' WEST OF XPROPERTY = ALUMINUM LIGHT POST DATUM OF 1929. UNE IM = TELEPHONE SERVICE M FENCE.END-POST P.C.P. = PERMANENT CONTROL POINT (P) = PLAT IS 0.6' WESTOF NOTE: THE BEARINGS ARE BASED ON THE SOUTH LINE OF AVENUE J AND THE NORTH LINE OF BLOCK PROPERTY LINE 43, PLAT NO. 3 OF SUNLAND GARDENS (SEE LEGAL DESCRIPTION), ON GRID NORTH FLORIDA EAST NAD83 PROJECTION. WHICH BEARS NORTH 89`47'37" EAST tow 4' HIGH CHAIN LINK FENCE 30.00'IS 74.0 FEET LONG coLOT -OCK 43 LOT 4 HIGH WOODEN FENCE x IS 73.9 FEET LONG 32.98' O/S ISET 5/8" IRON REBAR WITH CAP ALUMINUM ROLLINS PLS 4945 ON A SHED 3.00' OFFSET WEST ON rn x PROPERTY LINE N 0 12' WIDE ALLEY 119.96' (C.F.T.}xx RIGHT-OF-WAY 4' HIGH CHAIN LINK FENCE IS 88.8 FEET LONG LOT 13 BLOCK 43 FENCE CORNER POSTIS 5.8' SOUTH AND 0.7' WEST OF CALCULATED \ PROPERTY CORNER FENCE CORNER POSTIS 5.7' SOUTH AND 2.8' WEST OF CALCULATED PROPERTY CORNER LEGEND: p = SET 5/$' IRON RE6AR WITH C) = CALCULATED CAP ROLLINS P.L.S. NUMBER 4945 0 = SET MAO NAIL IN DISK ROLLINS = CENTERLINE P.L.S. NUMBER 4945 41* = FIRE HYDRANT ® = WATER METER 0 = CONCRETE POWER POLE -- = ANCHOR AND GUY WIRE _ = OVERHEAD WIRES -- = NOT TO SCALE -- X -- = FENCEUNE 0 = ALUMINUM LIGHT POST DATUM OF 1929. ON CONCRETE BASE IM = TELEPHONE SERVICE M = CABLE TELEVISION SERVICE r e r THE WEST HALF OF LOT 4 AND ALL OF LOT 5, BLOCK 43 OF PLAT NO. 3 OF SUNLAND GARDENS, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE(S) 67, OF THE PUBLIC RECORDS OF ST, LUCIE COUNTY, FLORIDA. TOGETHER WITH: THE EAST HALF OF LOT 6, BLOCK 43 OF PLAT NO. 3 OF SUNLAND GARDENS, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE(S) 67, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. i- A/C = AIR CONDITIONER EDq W C) = CALCULATED 3 C.F.T.) = CALCULATED FROM TRAVERSE ILI`� = CENTERLINE vj C.L.S.= CONSTRUCTION LAYOUT SURVEY E/P = EDGE OF PAVEMENT EL, = ELEVATION FIRM = FLOOD INSURANCE RATE MAPS n uj (M) = MEASURED N.A.V.D. OF 1988 = NORTH AMERICAN VERTICAL _ DATUM OF 1988. o N.G.V.D. OF 1929 = NATIONAL GEODETIC VERTICAL 0 0 DATUM OF 1929. N.T.S. = NOT TO SCALE O/S = OFFSET P.C.P. = PERMANENT CONTROL POINT (P) = PLAT NOTE: THE BEARINGS ARE BASED ON THE SOUTH LINE OF AVENUE J AND THE NORTH LINE OF BLOCK 43, PLAT NO. 3 OF SUNLAND GARDENS (SEE LEGAL DESCRIPTION), ON GRID NORTH FLORIDA EAST NAD83 PROJECTION. WHICH BEARS NORTH 89`47'37" EAST NOTES: 1) LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, OWNERSHIP AND/OR RIGHT- -OF-WAYS OF RECORD. 2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS WERE LOCATED EXCEPT AS NOTED. 3) LEGAL DESCRIPTION AS SUPPLIED BY CLIENT. 4) BUILDING TIES ARE 90` OR RADIAL TO THE PROPERTY LINE. 5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT UNLESS OTHERWISE NOTED. DATE OF LAST FIELD WORK: 12/18/2019 PLOT DATE AND TIME: 09/02/2020 10:55 AM EST LOT SQUARE FOOTAGE: 0.369' ACRE SCALE: 1" = 20' CERTIFICATIONS AS WORDED AND PROVIDED BY CLIENT CERTIFY TO: 1) ROBERT J. WILEY, JR. AND DESSIREE WILEY 2) DAVID CLEVELAND I HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON COMPLIES WITH STANDARDS OF PRACTICE FOR SURVEYS AS CONTAINED IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. ROLAND _E: 'ROLLINS DATE 0 SIGN TURE PROFESSIONAL LANES SURVEYOR FLORIDA: REGISTRATION NQMBER 4945 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGGNAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.