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Home My WebLink AboutSURVEYSBOUNDARY AND TOPOGRAPHIC SURVEY ABBREVIATIONS: ABBREVIATIONS FILE Copp LEGAL DESCRIPTION: PER WARRANTY DEED RECORDED IN OFFICIAL RECORD BOOK 4125, PAGE 1129, ST. LUCIE COUNTY PUBLIC RECORDS. THAT PIECE OR PARCEL OF LAND 104 FEET NORTH TO SOUTH 140 FEET EAST TO WEST AND LYING IN THE E1/2 OF THE SE1/4 OF THE NW1/4 OF THE NW1/4 OF SECTION 20, TOWNSHIP 35 SOUTH, RANGE 40 EAST, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT AT THE INTERSECTION OF THE SOUTHERLY RIGHT—OF—WAY LINE OF ARNOLD ROAD AND THE EASTERLY RIGHT—OF—WAY LINE OF SOUTH 38TH STREET, RUN EASTERLY ON THE SOUTHERLY RIGHT—OF—WAY LINE OF ARNOLD ROAD A DISTANCE OF 140 FEET TO A POINT; THENCE RUN SOUTHERLY ON A LINE PARALLEL TO THE EASTERLY RIGHT—OF—WAY LINE OF SOUTH 38TH STREET, A DISTANCE OF 104 FEET TO A POINT; THENCE TURN RUN WESTERLY ON A LINE PARALLEL TO THE SOUTHERLY RIGHT—OF—WAY LINE OF ARNOLD ROAD, A DISTANCE OF 140 FEET TO A POINT ON THE EASTERLY RIGHT—OF—WAY LINE SOUTH 38TH STREET; THENCE TURN RUN NORTHERLY ALONG SAID RIGHT—OF—WAY LINE THEREOF, A DISTANCE OF 104 FEET TO THE POINT OF BEGINNING, RECORDED IN OFFICIAL RECORD BOOK 236, PAGE 1441, OF ST. LUCIE COUNTY, FLORIDA. FOUND 4' X 4" CONCRETE - MONUMENT WITH DRILL HOLE CONSTRUCTION LAYOUT SURVEY CATCH BASIN INS CONCRETE APRON TOP ELEVATION = 16.78 } N' a TREE LEGEND: T-1 = 18" DIAMETER CABBAGE PALM T-2 = 8" DIAMETER SCRUB OAKN N o T-3 = 7" DIAMETER SC'RU9 OAK F a T-4 = 6" DIAMETER SCRUB OAK $ T-5 = 6" DIAMETER SCRUB OAK F— W T-6 = 38" DIAMETER SCRUB OAK ,� - - M wo W T-7 = 50" DIAMTER BASE SPLIT OAK 2 0 O L0 T 44 N T-5 T-3 NOTE: PROPOSED DRAINFIELD AND SEPTI6 TANK CONFIGURATION DESIGNED T-2 BY IBRAHAM CHABAB P.E. I� SECTION 20, TOWNSHIP 35 SOUTH, RANGE 40 EAST SEi MAG NAIL IN DISK POLUNS PLS 4945 SIZE BENCHMARK ONE �^ E-EVATION = 17.72 I CATCH BASIN IN SET MAG NAIL IN DISK CONCRETE APRON TOP ELEVATION = 17.08 / ROLLINS PLS 4945 SITE BENCHMARK TWO ELEVATION = 17,90 ARNOLD ROAD — — (RIGHT—OF—WAY VARIES) T-6 PROPOPOSED SEPTIC TANK 40.E 39.' i BASIS OF BEARINGS) N 89'41'09" L (M) 0040A •� L SECTION 20, TOWNSHIP 35 SOUTH, RANGE 40 EAST EDGE OF PAVEMENT 140.00' (. .) AND (M) I I PROPOSED 26' WIDE CONCRETE DRIVEWAY fk—T-7 0 Co � n PROPOSED COVERED CONCRETE PORCH 60.00' PROPOSED CONCRETE CONCRETE CONCRE STEPS STEPS PROPOSED 1 STORY CONCRETE BLOCK STRUCTURE PROPOSED FINISHED FLOOR ELEVATION = 19.56 TO MEET 18" ABOVE THE CROWN OF ROAD MAY NEED TO ADJUST TO MEET DRAINFIELD REQUIREMENTS 60.nn' \ COVERED) I COVERED 0 a I / .PROPOSED WELL PIPE 19.27' O/S 0 Ir I 0 I40.87' 0/S A/C = AIR CONDITIONER (C) = CALCULATED C.F.T.) = CALCULATED FROM TRAVERSE = CENTERLINE C.B.S. = CONCRETE BLOCK STRUCTURE E/P = EDGE OF PAVEMENT E.O.W. = EDGE OF WATER E.F.B. = ELECTRONIC FIELD BOOK EL. = ELEVATION FIRM = FLOOD INSURANCE RATE MAPS FND. = FOUND (M) = MEASURED N.G.V.D. OF 1929 = NATIONAL GEODETIC VERTICAL DATUM OF 1929. N.A.V.D. 88 = NORTH AMERICAN VERTICAL DATUM OF 1988. SET MAG NAIL IN DISK ROLLINS PLS 4945 SITE BENCHMARK THREE ELEVATION = 17.45 FOUND 1/2" IRON PIPE 0.41' SOUTH AND 0.01' EAST OF PROPERTY CORNER 68 FENCE CORNER POST IS 0.9' SOUTH AND 0.9' EAST OF , PROPERTY CORNER OSECTION 20, TOWNSHIP 35 SOUTH, '2 RANGE 40 EAST W O � :o 1 4' HIGH CHAIN LINK FENCE En , IS 104.5 FEET LONG x — h F n n — A — n x X x X x F A x r% S 89-41-09" W (M) 140.00' (L.D.) AND (M) s \FENCE CORNER POST IS _ — — — — FENCE CORNER POST IS 1.0' SOUTH AND 0.5' WEST r_ 1.5' SOUTH AND 0.3' EAST OF OF PROPERTY CORNER .% PROPERTY CORNER DRAINFIELD C 4' HIGH CHAIN LINK FENCE - \ / IS 140.7 FEET LONG \ / L-------I / SECTION 20, TOWNSHIP 35 SOUTH, / RANGE 40 EAST St•,�u6clrt.Fi MIN. Dow 11�1.� FRONT SIDES CNR S1 REAR_ ZNG.— REQ. N.T.S. = NOT TO SCALE O/S = OFFSET P.C.P. = PERMANENT CONTROL POINT (P) = PLAT P.O.B. = POINT OF BEGINNING P.R.M. = PERMANENT REFERENCE MONUMENT (R) = RECORD P.C. = POINT OF CURVATURE P.I. = POINT OF INTERSECTION S/W = SIDEWALK T.O.S. = TOE OF SLOPE T.O.B. = TOP OF BANK v GRAPHIC SCALE • • • R P 3 s PORT ST. LUCIE, FLORIDA 34953 772-873-4700 BENCHMARK REFERENCE: FOUND CONCRETE MONUMENT WITH BRASS DISK ST. LUCIE COUNTY GCY 1993. MONUMENT CAN BE FOUND IN A GRASS MEDIAN, �O APPROXIAMATELY 200 FEET EAST OF THE INTERSECTION OF c HARTMAN ROAD AND VIRGINIA AVENUE (STATE ROAD 70). 1° �r MONUMENT IS APPROXIMATELY 3 FEET EAST OF THE EAST END OF =k A CONCRETE MEDIAN. GCY 1993 ELEVATION = 16.562 N.A.V.D. OF J CD 0 cn 1988. U = = C o y � O N N M ° a 4 ELEVATIONS BASED ON N.A.V.D. OF 1988 AND SHOWN THUS 1� �`C Q N Jp C� / FLCEO � � FLOOD ELEVATION INFORMATION 7 0 �.'� YA MAP NUMBER 12111CO186J DATE OF FIRM FEBRUARY 16TH, 2012 � I- V > col4 N COMMUNITY NUMBER 120285 PANEL 0186 0 Ir FIRM ZONE X SUFFIX J BASE FLOOD ELEVATION FIELD ADDENDUM BOOK PAGE DATE BY CHECKEI c ; BOUNDARY E.F.B. 10/08/2018 R.E.R. R.E.R. SURVEY d 1 TOPOGRAPHIC E.F.B. 10/08/2018 R.E.R. R.E.R. > SURVEY lr ; U m W v TREE E.F.B. 10/08/2018 R.E.R. R.E.R. uc SURVEY 3 J G CONSTRUCTION 11/01/2018 R.E.R. R.E.R. LAYOUT SURVEY REVISE CONSTRUCTION 12/12/2018 R.E.R. R.E.R. (ulp') 1 Inah - SO & NOTE: THE BEARINGS ARE BASED ON THE SOUTH RIGHT—OF—WAY LINE OF ARNOLD ROAD ON GRID NORTH FLORIDA EAST NAD83 PROJECTION. WHICH BEARS NORTH 89'41'09" EAST CERTIFICATIONS AS WORDED AND PROVIDED BY CLIENT CERTIFY TO: 1) ZAMUDIO CONCRETE WORK, INC LEGEND: O = SET 5/8" IRON REBAR WITH CAP P.L.S. NUMBER 4945 • = SET NAIL IN DISK P.L.S. NUMBER 4945 UNLESS OTHERWISE NOTED. 0 = MANHOLE (M.H.) ® = CATCH BASIN (C.B.) -& = FIRE HYDRANT (F.H.) 0 = WATER METER (W.M.) j0 = WOOD POWER POLE (WD. P.P.) = CONCRETE POWER POLE (CONC. P.P.) = ANCHOR AND GUY WIRE — — = OVERHEAD WIRES �— = NOT TO SCALE — X — = FENCELINE 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. PLOT DATE AND TIME: 12/12/2018 2:45 PM EST LOT SQUARE FOOTAGE: 0.334± ACRE SCALE: 1 " = 20' DATE OF LAST FIELD WORK: 10/08/2018 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. St. LUCI@ d ROLAND ROLLINS DATE OF SIGNATURE PROFESSIONAL LAND SURVEYOR 9 FLORIDA REGISTRATION NUMBER 4945 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NUMBER: RR180901REVCLS LEGAL DESCRIPTION: PER WARRANTY DEED RECORDED IN OFFICIAL RECORD BOOK 412D, PAGE 1129, ST. LUCIE COUNTY PUBLIC RECORDS. THAT PIECE OR PARCEL OF LAND 104 FEET NORTH TO SOUTH 140 FEET EAST TO WEST AND LYING IN THE E1/2 OF THE SE1/4 OF THE NW1/4 OF THE NW1/4 OF SECTION 20, TOWNSHIP 35 SOUTH, RANGE 40 EAST, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT AT THE INTERSECTION OF THE SOUTHERLY RIGHT-OF-WAY LINE OF ARNOLD ROAD AND THE EASTERLY RIGHT-OF-WAY LINE OF SOUTH 38TH STREET, RUN EASTERLY ON THE SOUTHERLY RIGHT-OF-WAY LINE OF ARNOLD ROAD A DISTANCE OF 140 FEET TO A POINT; THENCE RUN SOUTHERLY ON A LINE PARALLEL TO THE EASTERLY RIGHT-OF-WAY LINE OF SOUTH 38TH STREET, A DISTANCE OF 104 FEET TO A POINT; THENCE TURN RUN WESTERLY ON A LINE PARALLEL TO THE SOUTHERLY RIGHT-OF-WAY LINE OF ARNOLD ROAD, A DISTANCE OF 140 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE SOUTH 38TH STREET; THENCE TURN RUN NORTHERLY ALONG SAID RIGHT-OF-WAY LINE THEREOF, A DISTANCE OF 104 FEET TO THE POINT OF BEGINNING, RECORDED IN OFFICIAL RECORD BOOK 236, PAGE 1441, OF ST. LUCIE COUNTY, FLORIDA. TREE LEGEND: T-1 = 18" DIAMETER CABBAGE PALM T-2 = 8" DIAMETER SCRUB OAK T-3 = 7" DIAMETER SCRUB OAK T-4 = 6" DIAMETER SCRUB OAK T-5 = 6" DIAMETER SCRUB OAK T-6 = 38" DIAMETER SCRUB OAK T-7 = 50" DIAMTER BASE SPLIT OAK BOUNDARY AND TOPOGRAPHIC SURVEY FOUND 4" X 4" CONCRETE - MONUMENT WITH DRILL HOLE CONSTRUCTION LAYOUT SURVEY CATCH BASIN IN' CONCRETE APRON TOP ELEVATION = 16.78 W3: W Li N H 20� a o � MLOo w w oT 0�I 44 T-5- T-3� NOTE: PROPOSED DRAINFIELD AND SEPTIC TANK CONFIGURATION DESIGNED T-2 BY IBRAHAM CHABAB P.E. SECTION 20, TOWNSHIP 35 SOUTH, RANGE 40 EAST SET MAG NAIL IN DISK ROLLINS PLS 4945 ^1'? SITE BENCHMARK ONE ELEVATION = 17.72 SECTION 20, TOWNSHIP 35 SOUTH, RANGE 40 EAST CATCH BASIN IN CONCRETE APRON / SET MAG NAIL IN DISK TOP ELEVATION = 17.08 / ROLLINS PLS 4945 SITE BENCHMARK TWO ELEVATION = 17.90 ARNOLD ROAD — — (RIGHT—OF—WAY VARIES) — PROPOPOSED T-6 SEPTIC TANK 40. 39. 3ASIS OF BEARINGS) N 8 "41'09" E (M a I PROPOSED V) ,� 20' WIDE 0 o CONCRETE DRIVEWAY w 0 ) '� & EDGE OF PAVEMENT 140.00` (. .) AND (M) T-7 PROPOSED rn 20' WIDE o CONCRETE o DRIVEWAY m 1 0 a PROPOSED COVERED PROPOSED COVERED o Co FRONT ENTRY FRONT ENTRY pj ° 60.00, PROPOSED 1 STORY CONCRETE BLOCK STRUCTURE o PROPOSED FINISHED FLOOR o q ELEVATION = 19.56 TO MEET 4 o- 18" ABOVE THE CROWN OF ROAD g MAY NEED TO ADJUST TO MEET DRAINFIELD REQUIREMENTS _. 60.00, \ 0 0 COVERED I COVERED 0 0 O I / PROPOSED WELL PIPE I 38.94' O/S I40.85' O/S �. — ABBREVIATIONS: A/C = AIR CONDITIONER (C) = CALCULATED C.F.T.) = CALCULATED FROM TRAVERSE = CENTERLINE C.B.S. = CONCRETE BLOCK STRUCTURE E/P = EDGE OF PAVEMENT E.O.W. = EDGE OF WATER E.F.B. = ELECTRONIC FIELD BOOK EL. = ELEVATION FIRM = FLOOD INSURANCE RATE MAPS FND. = FOUND (M) = MEASURED N.G.V.D. OF 1929 = NATIONAL GEODETIC VERTICAL DATUM OF 1929. N.A.V.D. 88 = NORTH AMERICAN VERTICAL DATUM OF 1988. SET MAG NAIL IN DISK ROLLINS PLS 4945 SITE BENCHMARK THREE ELEVATION = 17.45 FOUND 1/2" IRON PIPE q� 0.41' SOUTH AND 0.01' EAST OF PROPERTY CORNER a \FENCE CORNER POST IS 0.9' SOUTH AND 0.9' EAST OF PROPERTY CORNER SECTION 20, TOWNSHIP 35 SOUTH, '2 RANGE 40 EAST w 4- o i it 10 4' HIGH CHAIN LINK FENCE Cf) ,IS 104.5 FEET LONG n n x x XX% S 89'41'09" W (M) ' 140.00' (L.D.) AND (M) FENCE CORNER POST IS _ — — — FENCE CORNER POST IS 1.0' SOUTH AND 0.5' WEST r_ _ �_� 1.5' SOUTH AND 0.3' EAST OF OF PROPERTY CORNER I i PROPERTY CORNER DRAINFIELD C \4' HIGH CHAIN LINK FENCE ' IS 140.7 FEET LONG / L------� / SECTION 20, TOWNSHIP 35 SOUTH, / RANGE 40 EAST ABBREVIATIONS N.T.S. = NOT TO SCALE O/S = OFFSET P.C.P. = PERMANENT CONTROL POINT (P) = PLAT P.O.B. = POINT OF BEGINNING P.R.M. = PERMANENT REFERENCE MONUMENT (R) = RECORD P.C. = POINT OF CURVATURE P.I. = POINT OF INTERSECTION S/W = SIDEWALK T.O.S. = TOE OF SLOPE T.O.B. = TOP OF BANK �7 GRAPHIC SCALE (IN MU) 1 inch - 80 !L NOTE: THE BEARINGS ARE BASED ON THE SOUTH RIGHT—OF—WAY LINE OF ARNOLD ROAD ON GRID NORTH FLORIDA EAST NAD83 PROJECTION. WHICH BEARS NORTH 89"41'09" EAST FKXwMD E. ROLUM R LAM SURVEYOR R P 3221 SW CRUMPACKER STREET s PORT ST. LUCIE, FLORIDA 34953 772-873-4700 BENCHMARK REFERENCE: FOUND CONCRETE MONUMENT WITH BRASS DISK ST. LUCIE COUNTY GCY 1993. MONUMENT CAN BE FOUND IN A GRASS MEDIAN, APPROXIAMATELY 200 FEET EAST OF THE INTERSECTION OF HARTMAN ROAD AND VIRGINIA AVENUE (STATE ROAD 70). MONUMENT IS APPROXIMATELY 3 FEET EAST OF THE EAST END OF A CONCRETE MEDIAN. GCY 1993 ELEVATION = 16.562 N.A.V.D. OF MIN. SETBACK REQ. 1988. FRONT SIDES CNR SIDES CERTIFICATIONS AS WORDED AND PROVIDED BY CLIENT CERTIFY TO: 1) ZAMUDIO CONCRETE WORK, INC ELEVATIONS BASED ON N.A.V.D. OF 1988 AND SHOWN THUS 1� FLOOD ELEVATION INFORMATION MAP NUMBER 12111C0186J DATE OF FIRM FEBRUARY 16TH, 2012 COMMUNITY NUMBER 120285 PANEL 0186 FIRM ZONE X SUFFIX J BASE FLOOD ELEVATION FIELD ADDENDUM BOOK I PAGE DATE I BY I CHECK BOUNDARY SURVEY E.F.B. 10/08/2018 R.E.R. R.E.R. TOPOGRAPHIC E.F.B. 10/08/2018 R.E.R. R.E.R. SURVEY TREE E.F.B. 10/08/2018 R.E.R. R.E.R. SURVEY CONSTRUCTION 11/01/2018 R.E.R. R.E.R. LAYOUT SURVEY REVISE CONSTRUCTION 12/12/2018 R.E.R. R.E.R. LAYOUT SURVEY REVISE CONSTRUCTION 02/07/2019 R.E.R. R.E.R. LAYOUT SURVEY LEGEND: O = SET 5/8" IRON REBAR WITH CAP P.L.S. NUMBER 4945 • = SET NAIL IN DISK P.L.S. NUMBER 4945 UNLESS OTHERWISE NOTED. (D = MANHOLE (M.H.) ® = CATCH BASIN (C.B.) + = FIRE HYDRANT (F.H.) O = WATER METER (W.M.) �6 = WOOD POWER POLE (WD. P.P.) J� = CONCRETE POWER POLE (CONC. P.P.) --� = ANCHOR AND GUY WIRE — — = OVERHEAD WIRES = NOT TO SCALE — X — = FENCELINE 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. PLOT DATE AND TIME: 02/07/2019 1:00 PM EST LOT SQUARE FOOTAGE: 0.334± ACRE SCALE: 1" = 20' DATE OF LAST FIELD WORK: 10/08/2018 1 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. FEB 11 2A19 ST. Lucie County, Permitting (� l � Z I7fZD(7St. RO ND E: ROL INS DATE OF SIGNATURE PROFESSIO AL LAND SURVEYOR FLORIDA REGISTRATION NUMBER 4945 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NUMBER: RR180901REVCLS COUnPY LEGAL DESCRIPTION: PER WARRANTY DEED RECORDED IN OFFICIAL RECORD BOOK 4125, PAGE 1129, ST. LUCIE COUNTY PUBLIC RECORDS. THAT PIECE OR PARCEL OF LAND 104 FEET NORTH TO SOUTH 140 FEET EAST TO WEST AND LYING IN THE E1/2 OF THE SE1/4 OF THE NW1/4 OF THE NW1/4 OF SECTION 20, TOWNSHIP 35 SOUTH, RANGE 40 EAST, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT AT THE INTERSECTION OF THE SOUTHERLY RIGHT-OF-WAY LINE OF ARNOLD ROAD AND THE EASTERLY RIGHT-OF-WAY LINE OF SOUTH 38TH STREET, RUN EASTERLY ON THE SOUTHERLY RIGHT-OF-WAY LINE OF ARNOLD ROAD A DISTANCE OF 140 FEET TO A POINT; THENCE RUN SOUTHERLY ON A LINE PARALLEL TO THE EASTERLY RIGHT-OF-WAY LINE OF SOUTH 38TH STREET, A DISTANCE OF 104 FEET TO A POINT; THENCE TURN RUN WESTERLY ON A LINE PARALLEL TO THE SOUTHERLY RIGHT-OF-WAY LINE OF ARNOLD ROAD, A DISTANCE OF 140 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE SOUTH 38TH STREET; THENCE TURN RUN NORTHERLY ALONG SAID RIGHT-OF-WAY LINE THEREOF, A DISTANCE OF 104 FEET TO THE POINT OF BEGINNING, RECORDED IN OFFICIAL RECORD BOOK 236, PAGE 1441, OF ST. LUCIE COUNTY, FLORIDA. St, Lucie Co. FL Date �, Init. APProved-- FOUND 4" X 4" CONCRETE MONUMENT WITH DRILL HOLE CATCH BASIN IN CONCRETE APRON TOP ELEVATION = 16.78 Dp 3 z � w �o F- a C7 I o °0 W i7 p w _3: F- o O 001 l v NOTE: PROPOSED DRAINFIELD AND SEPTIC TANK CONFIGURATION DESIGNED BY IBRAHAM CHABAB P.E. SECTION 20, TOWNSHIP 35 SOUTH, RANGE 40 EAST SET MAG NAIL IN DISK ROLLINS PLS 4945 SITE BENCHMARK ONE ELEVATION = 17.72 ASBUILT SURVEY FORMBOARD SURVEY CATCH BASIN IN SET MAG NAIL IN DISK CONCRETE APRON TOP ELEVATION = 17.08 ROLLINS PLS 4945 SITE BENCHMARK TWO ELEVATION = 17.90 ARNOLD ROAD (RIGHT-OF-WAY VARIES) 3 d' p O 0 z4 O 41.70' O/S 40.46' O/S SECTION 20, TOWNSHIP 35 SOUTH, RANGE 40 EAST 3ASIS OF BEARINGS) EDGE OF PAVEMENT N 89'41'09" E (M) 140.00' (L.D.) AND (M) o 0 0 eq Iq 0 M 0 0 60.03' o 0 60.03, o FORMBOARD o o ELEVATION = 19.74 60.05' $ o 0 60.05' 0 O 7C7� S 89'41'09" W (M) NCE CORNER POST IS SOUTH AND 0.5' WEST F PROPERTY CORNER 0 0 N 140.00' (L.D.) AND SECTION 20, TOWNSHIP 35 SOUTH, RANGE 40 EAST ABBREVIATIONS: A/C = AIR CONDITIONER (C) = CALCULATED (C.F.T.) = CALCULATED FROM TRAVERSE = CENTERLINE C.B.S. = CONCRETE BLOCK STRUCTURE E/P = EDGE OF PAVEMENT E.O.W. = EDGE OF WATER E.F.B. = ELECTRONIC FIELD BOOK EL. = ELEVATION FIRM = FLOOD INSURANCE RATE MAPS FND. = FOUND (M) = MEASURED N.G.V.D. OF 1929 = NATIONAL GEODETIC VERTICAL DATUM OF 1929. N.A.V.D. 88 = NORTH AMERICAN VERTICAL DATUM OF 1988. SET MAG NAIL IN DI5K ROLLINS PLS 4945 SITE BENCHMARK THREE ELEVATION = 17.45 FOUND 1/2- IRON PIPE 0.41' SOUTH AND 0.01' EAST OF PROPERTY CORNER i p a 171 I in J 38.20' O/S 0 O I � 0 I q w I o 39.46' 0/5 r N 0 1n X Y. - F - .[ -� 4' HIGH CHAIN LINK FENCE IS 140.7 FEET LONG FENCE CORNER POST IS SOUTH AND 0.9' EAST OF PROPERTY CORNER SECTION 20, TOWNSHIP 35 SOUTH, RANGE 40 EAST 4' HIGH CHAIN LINK FENCE ,IS 104.5 FEET LONG FENCE CORNER POST IS 1.5' SOUTH AND 0.3' EAST OF PROPERTY CORNER ABBREVIATIONS N.T.S. = NOT TO SCALE O/S = OFFSET P.C.P. = PERMANENT CONTROL POINT (P) = PLAT P.O.B. = POINT OF BEGINNING P.R.M. = PERMANENT REFERENCE MONUMENT (R) = RECORD P.C. = POINT OF CURVATURE P. 1. = POINT OF INTERSECTION S/W = SIDEWALK T.O.S. = TOE OF SLOPE T.O.B. = TOP OF BANK V GRAPHIC SCALE (DIym) 1 inch - 20 & NOTE: THE BEARINGS ARE BASED ON THE SOUTH RIGHT-OF-WAY LINE OF ARNOLD ROAD ON GRID NORTH FLORIDA EAST NAD83 PROJECTION. WHICH BEARS NORTH 89'41'09" EAST ROLAND E. ROLUNS R FROFESSIONAL LAID SURVEYOR A P 3221 SW CRUMPACKER STREET `s PORT ST. LUCIE, FLORIDA 34953 772-873-4700 CERTIFICATIONS AS WORDED AND PROVIDED BY CLIENT CERTIFY TO: 1) ZAMUDIO CONCRETE WORK, INC BENCHMARK REFERENCE FOUND CONCRETE MONUMENT WITH BRASS DISK ST. LUCIE COUNTY GCY 1993. MONUMENT CAN BE FOUND IN A GRASS MEDIAN, APPROXIAMATELY 200 FEET EAST OF THE INTERSECTION OF HARTMAN ROAD AND VIRGINIA AVENUE (STATE ROAD 70). MONUMENT IS APPROXIMATELY 3 FEET EAST OF THE EAST END OF A CONCRETE MEDIAN. GCY 1993 ELEVATION = 16.562 N.A.V.D. OF 1988. ELEVATIONS BASED ON N.A.V.D. OF 1988 AND SHOWN THUS 1� I FLOOD ELEVATION INFORMATION MAP NUMBER 12111COl 86J DATE OF FIRM FEBRUARY 1 COMMUNITY NUMBER 120285 PANEL 0186 FIRM ZONE X SUFFIX J BASE FLOOD ELEVATION 2012 FIELD ADDENDUM BOOKI PAGE DATE BY CHECKED BOUNDARY E.F.B. 10/08/2018 R.E.R. R.E.R. SURVEY TOPOGRAPHIC E.F.B. 10/08/2018 R.E.R. R.E.R. SURVEY TREE SURVEY E.F.B. 10/08/2018 R.E.R. R.E.R. CONSTRUCTION 11/01/2018 R.E.R. R.E.R. LAYOUT SURVEY REVISE CONSTRUCTION 12/12/2018 R.E.R. R.E.R. LAYOUT SURVEY REVISE CONSTRUCTION 02/07/2019 R.E.R. R.E.R. FORMBOARD E.F.B. 02/19/2019 R.E.R. R.E.R. SURVEY LEGEND: O = SET 5/8" IRON REBAR WITH CAP P.L.S. NUMBER 4945 • = SET NAIL IN DISK P.L.S. NUMBER 4945 UNLESS OTHERWISE NOTED. Q = MANHOLE (M.H.) ® = CATCH BASIN (C.B.) 46 = FIRE HYDRANT (F.H.) O = WATER METER (W.M.) SZI = WOOD POWER POLE (WD. P.P.) fZI = CONCRETE POWER POLE (CONC. P.P.) = ANCHOR AND GUY WIRE — — = OVERHEAD WIRES = NOT TO SCALE — X — = FENCELINE 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. PLOT DATE AND TIME: 02/20/2019 12:15 PM EST LOT SQUARE FOOTAGE: 0.334± ACRE SCALE: 1 " = 20' DATE OF LAST FIELD WORK: 02/19/2019 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. SCABNY ED at. Lucie Cou R LAND ROLLRNS DATE OF SIG ATURE PROFESS ONAL LAND SURVEYOR FLORIDA REGISTRATION NUMBER 4945 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NUMBER: RR180901FB .10 Cr