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HomeMy WebLinkAboutBOUNDARY - TOPOGRAPHICAL SURVEYSET 5/8" IRON REBAR WITH CAP TRAV PT 4945 SITE BENCHMARK TWO ELEVATION = 100.94 2.0' WIDE CONCRETE - TYPE "F" CURB AND GUTTER SIS CRETE ST. LUCIE BOULEVARD CATCH BASIN WITH CONCRETE APRON � - - y� (60.00' WIDE RIGHT-OF-WAY) - TOP ELEVATION 2.0' WIDE CONCRETE - 99.88 - DROP CURB 7p �Sg L 4' HIGH CHAIN LINK FENCE TYPE "F" CURB AND GUTTER FENCE END POST IS IS 116.9 FEET LONG CATCH BASIN INLET �Op 0.4' SOUTH OF2) PROPERTY LINE EDGE OF PAVEMENT pry`7• �O ' DF OF BEARINGS) SIDEWALK STORM DRAIN CONCRETE SIDEWALK (BA CON R TOP ELEVATION = 100.47 N 89"09'00" E (P) 140.00' (C) 100 SWALE N 89'09'00" E (M) 140.09' (M) ® •11 e 28.00' (C 56.00' (P) 56.04' (C.F.T.) 56,00' (P) 56.04' (C.F.T.) y '.�• x 28.02' (C. T.) FENCE CORNER POST IS FENCE CORNER POST IS I I 0.4' SOUTH AND 0.2' WEST gg 9 1.0' SOUTH AND 3.5' WEST OF PROPERTY CORNER OF PROPERTY CORNER cwi CONCRETE FLUME x PROPOSED 4' WIDE ELEVATION = 98.5 w I I CONCRETE SIDEWALK � -� FOUND 5/8" IRON REBAR wz 0.07' SOUTH AND 0.10' EAST Y O EXISTING N � l0 100.52 11 a o OF PROPERTY CORNER z-1 CONCRETE p O ,O �►-- aw J L I DRIVEWAY I ;n w in z 100.0 z N N IL. 32.11' ,n a NOTE: THERE ARE NO WELL PIPES 0:C PROPOSED ON THIS PROPERTY WITHIN 75 FEET OF =Nx SEPTIC TANK Im aw I D OF THE PROPERTY LINE OF THE I o / 21.oB - I SUBJECT PROPERTY. a 33.93' 0 S / oO - \ w ^ O N x of L12_OD� O� O w 15.58' 9.44' O/S �.�.. / I PROPOSED 'It L0 M x WELL PIPE COVERED I z LOT 2 00 LI TO BE ABANDONED, CONCRETE FENCE GATE POST IS o PORCH 0.6'WEST OF PROPERTY LINE (OCCUPIED) LOT 3 �_ d x / a I FENCE GATE POST IS o PROPOSED 1 STORY 0.6' WEST OF PROPERTY Lil FENCE CORNER POST IS 0 �Ii I CONCRETE BLOCK M PROPOSED STUB OUT \ 0, STRUCTURE3.4' WEST OF PROPERTY LINE S INVERT ELEVATION IS TO BE DETERMINED BY THELOT 5 FENCE CORNER POST IS x ST. LUCIE COUNTY2.4' EAST OF PROPERTY LINE I I STATE HEALTH DEPARTMENT \ / '� m 34.14' O/S 36.6T 69.26' O/S \ M M DRAINFIELD / x I NOTE: THE EXISTING HOUSE I - --\ - - O p IS TO BE DEMOLISHED. / O O EXISTING DRAINFIELD AND \ 1n N >� x SEPTIC TANK IS TO BE M M I w I ABANDONED / \ ,gyp°• SEPTIC TANK�� I M M w z 0 o 1 0 I // °[j 1 w I I Oo IYJ I / �5 Z L - Z Z xZ www' _ J PROPOSED WELL PIPE 4 =a L N / YJ z xUN I Z� FENCE CORNER POST IS I N I LOT 4 `� m 2.2' NORTH AND 2.2' EAST ' X. LOT 3 I COVERED SHED ON _ BLOCK 46 ' 1` OF PROPERTY CORNER a I CONCRETE SLAB Orn _- FENCE END POST IS 2.0' NORTH AND 1.6' EAST x , 4' HIGH CHAIN LINK FENCE I i� OF PROPERTY CORNER IS 54.4 FEET LONG 4' HIGH CHAIN LINK FENCE \\ x / 28.00' (C) x�x 28.01' (C.F.T.) I 56.00' (P) 56.02' (C.F.T.) 56.00' (P) 56.02' C.FT) " p1 • S 89"11 52p W (M) 140.05' (M) xWELL PIPE 6' HIGH WOODEN FENCE 999 x S 89.11 52 w (C) 140.00 (C) FOUND 5/8" IRON REBAR I 1 7' HIGH CHAIN LINK FENCE 0.25' SOUTH AND 0.38' EAST FENCE END POST IS I IS 82.3 FEET LONG OF PROPERTY CORNER \ x 0.2' SOUTH AND 2.6' EAST r - --IOF PROPERTY CORNER I END 7' HIGH CHAIN LINK 6' HIGH WOODEN FENCE Y I I LOT 35 I FENCE IS 0.1' NORTH x FENCE END POST IS OF PROPERTY LINE FENCE END POST IS 1.0' a (OCCUPIED) 0.8' SOUTH AND 1.9' EAST 1 NORTH OF PROPERTY LINE I o I "OF PROPERTY CORNER / F- I I 6' HIGH WOODEN FENCE N ` LOT 6 / w I z I \ \ (OCCUPIED) / - I NOTE: THERE ARE NO WELL PIPES J ON THIS PROPERTY WITHIN 75 FEET OF DRAINFIELD I \ SEPTIC TANK OF THE PROPERTY LINE OF THE I SUBJECT PROPERTY. DP CURB FOUND 5/8" IRON REBAR SET MAG NAIL IN DISK p6 ROLLINS PLS 4945 SITE BENCHMARK ONE r ELEVATION = 100.00 2.0' WIDE CONCRETE \ TYPE "F" CURB AND GUTTER CATCH BASIN WITH CONCRETE APRON TOP ELEVATION = 99.54 t-��END OF ASPHALT TOP OF BANK IILIII' ROLAND E. ROLLM PROFESSIONAL LAND SURVEYOR " + Lp 3221 SOUTHWEST CRUMPACKER STREET PORT ST. LUCIE, FLORIDA 34953 772-873-4700 BOUNDARY AND TOPOGRAPHIC SURVEY CONSTRUCTION LAYOUT SURVEY LEGAL DESCRIPTION: THE EAST ONE-HALF OF LOT 3 AND LOTS 4 AND 5, BLOCK 46, SAN LUCIE PLAZA UNIT ONE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 57, ST LUCIE COUNTY, FLORIDA. ►1:3:3Sa"T Ifork W. A/C = AIR CONDITIONER C) = CALCULATED C.F.T.) = CALCULATED FROM TRAVERSE :R11AR SETBACK REQ. = CENTERLINE T C.B.S. =CONCRETE BLOCK STRUCTURE C.L.S. = CONSTRUCTION LAYOUT SURVEY 910 E/P = EDGE OF PAVEMENT � E.O.W. E EDGE OF WATER EL. = ELEVATION FIRM = FLOOD INSURANCE RATE MAPS FND. = FOUND (M) = MEASURED - N.G.V.D. 1929 = NATIONAL GEODETIC VERTICAL DATUM OF 1929. N.T.S. = NOT TO SCALE O/S = OFFSET P.C.P. = PERMANENT CONTROL POINT (P) = PLAT Copy 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 GATE VALVE r I sent T.O.B. = TOP OF BANK FIRE HYDRANT Luc a County Hes vt Orylslon St Envlron�nt°l" Cote P dtoa NOTE: THE BEARINGS ARE BASED ON THE SOUTH FENCE CORNER POST IS I rovldfor t0tof GHT-OF-WAY LINE OF ST. LUCIE BOULEVARD AND THE NORTH 1.1' NORTH AND OR WEST Slteplan Frsvlo�*,S E OF BLOCK 46, SAN LUCIE PLAZA UNIT ONE SEE LEGAL OF PROPERTY CORNER � rsedesA,� 1� ( SUpe 1,vo DESCRIPTION) WHICH BEARS NORTH 89"09'00" EAST / OSTOS # 'zj (C' Date' CERTIFICATIONS AS PROVIDED AND WORDED BY CLIENT ev+er: ft CERTIFY TO: SCANNED / 1) BLACKSTREET ENTERPRISES, LLC / 8Y / 2) TEKEYSHIA OWENS St Lucie County I Lv 3 I Z LLO W I Q w O o o 4 \ I v I \ \ SCALE: \ \1 20 \ ,0 o � ELEVATIONS BASED ON ASSUMED AND SHOWN THUS BENCHMARK REFERENCE: LEGEND: SET A MAG NAIL IN DISK ROLLINS PLS 4945 4.4 FEET NORTH AND 13.2 FEET EAST OF THE NORTHEAST CORNER OF BLOCK 46 AND THE INTERSECTION OF SAINT LUCIE BOULEVARD AND • SET 5 8" IRON REBAR WITH CAP ROLLINS P.L.S. NUMBER 4945 = SET PK NAIL IN DISK ROLLINS FLOOD ELEVATION INFORMATION MAP NUMBER 12111CO176 F DATE OF FIRM AUG. 19, 1991 COMMUNITY NUMBER 120285 PANEL 017E IROQUOIS AVENUE. ASSUMED AN ELEVATION OF P.L.S. NUMBER 4945 BASE FLOOD ELEVATION SUFFIX F 100.00 ON TOP OF THIS NAIL. (SITE Qo = MANHOLE LOWEST FLOOR ELEVATION HIGHEST ADJACENT GRADE FIRM ZONE X BENCHMARK ONE) ® m& = CATCH BASIN = FIRE HYDRANT = WATER METER ADDENDUM FIELD BOOK PAGE DATE BY CHECKED X = WOOD POWER POLE BOUNDARY SURVEY E.F.B. 06/15/2010 R.E.R. R.E.R. 0 = CONCRETE POWER POLE = ANCHOR AND GUY WIRE TOPOGRAPHIC SURVEY E.F.B. 06/15/2010 R.E.R. R.E.R. • - • • - = OVERHEAD WIRES C.L.S. E.F.B. 06/15/2010 R_E.R. R.E.R. �L = NOT TO SCALE - X - = FENCELINE NOTES: I HEREBY CERTIFY THAT THE SURVEY 1) LANDS SHOWN HEREON WERE NOT ABSTRACTED SHOWN HEREON COMPLIES WITH MINIMUM FOR EASEMENTS, OWNERSHIP AND/OR RIGHT- TECHNICAL STANDARDS FOR SURVEYS AS -OF-WAYS OF RECORD. CONTAINED IN CHAPTER 61G17-6, FLORIDA 2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS ADMINISTRATIVE CODE, PURSUANT TO WERE LOCATED EXCEPT AS NOTED, SECTION 472.027, FLORIDA STATUTES. 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. Z7/ ZaI1D DATE OF LAST FIELD WORK: 6/15/2010 ROLAND E. ROLLINS DATE OF IGNA URE PROFESSIONAL LAND SURVEYOR FLORIDA REGISTRATION NUMBER 4945 PLOT DATE AND TIME: 06/22/2010 10:10 AM EST LOT SQUARE FOOTAGE: 0.482± ACRE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. SCALE: 1" = 20' JOB NUMBER: RR100413 w F a SET 5/8" IRON REBAR WITH CAP TRAV PT 4945 SITE BENCHMARK TWO ELEVATION = 100.94\ 2.0' WIDE CONCRETE TYPE "F" CURB AND GUTTER STORM DRAIN TOP ELEVATION = 100.47 FENCE CORNER POST IS- 1.0' SOUTH AND 3.5' WEST OF PROPERTY CORNER FOUND 5/8" IRON REBAR' 0.07' SOUTH AND 0.10' EAST OF PROPERTY CORNER LOT 2 FENCE CORNER POST IS 3.4' WEST OF PROPERTY LINE - FENCE CORNER POST IS- 2.4' EAST OF PROPERTY LINE FENCE CORNER POST IS 2.2' NORTH AND 2.2' EAST - OF PROPERTY CORNER FENCE END POST IS 2.0' NORTH AND 1.6' EAST OF PROPERTY CORNER 4' HIGH CHAIN LINK FENCE - DROP CURB CONCRETE SIDEWALK LLd x U z �z z z �x J�1Z W a WX a x� _o �x I a x a. mx Oin 000.1 LOT 3 -� x I ST LUCIE BOULEVARD CATCH BASIN WITH , CONCRETE APRON (60.00' WIDE RIGHT-OF-WAY) TOP ELEVATION = 99.88 - W 2.0' WIDE CONCRETE 4' HIGH CHAIN LINK FENCE TYPE "F" CURB AND GUTTER FENCE END POST IS IS 116.9 FEET LONG CATCH BASIN INLET �00 p'L�' OF 0.4' SOUTH OF 2j .gyp PROPERTY LINE EDGE OF PAVEMENT 1� (BASIS OF BEARINGS) CONCRETE SIDEWALK N 89'09'00" E (P) 140.00' (C) N 89'09'00" E (M) 140.09' (M) 56,06' (P) 56.64' (C.F.T.) 56.00' (P) 56.04' (C.F. T.) FENCE CORNER POST IS 0.4' SOUTH AND 0.2' WEST 999 OF PROPERTY CORNER CONCRETE FLUME ELEVATION = 98.5 EXISTING I ) o CONCRETE o DRIVEWAY I ;n 0.0 N N 10 � d W I I 3 33.94' O/S FORMBOARD ELEVATION = 103.47 - x U 1 34.14' O/S36.66' v� x I 33 1 10 M M M z XIji 00 00 1zJ xJ z z W xU r N 0 1010 I LOT 4 LOT 3 I BLOCK 46 x 4' HIGH CHAIN LINK FENCE " 28 00' (C) IS 54.4 FEET LONG I ST. LUCIE COUNTY STATE HEALTH DEPARTMENT OP CURB FOUND 5/8" IRON REBAR SET MAG NAIL IN DISK p j ROLLINS PLS 4945 SITE BENCHMARK ONE ELEVATION = 100.00 \ 2.0' WIDE CONCRETE TYPE "F" CURB AND GUTTER CATCH BASIN WITH CONCRETE APRON }STOP ELEVATION = 99.54 I SEND OF ASPHALT N TOP OF BANK o 69.42' O/S O WN Ei W Q 00i z Uj a�� '0�4 I = FENCE GATE POST IS a ILL w 0.6' WEST OF PROPERTY LINE 0 J�� p O N FENCE GATE POST IS .-. p'j a o' �I�` . I QO = 0.6' WEST OF PROPERTY LINE M 0 O w W LOT 5 0 ui 00 I o i = dam- 3 69.26' O/S N (V M H) o ¢ ' C O 00 w O O Y !n to Ln m 0 0 o W a w c� w U wo W z YO Z zw "6 SCALE: COVERED SHED ON U m X 1 • e 20' CONCRETE SLAB = h 999 n �a �p0 ,,, 28.01' (C.F.T.) 56.00' (P) 56.02' (C.F.T.) 56.00 (P) 56.02' C. 6' HIGH WOODEN FENCE-/ FOUND 5/8" IRON REBAR� 0.25' SOUTH AND 0.38' EAST OF PROPERTY CORNER LOT 35 6' HIGH WOODEN S 89'11'S2" W (M) 140.05' (M) x x S 89*11'52" W (C) 140.00' (C) 1 7' HIGH CHAIN LINK FENCE x FENCE END POST IS 0.2' SOUTH AND 2.6' EAST IS 82.3 FEET LONG OF PROPERTY CORNER 1 x FENCE END POST IS 1 0.8' SOUTH AND 1.9' EAST END 7' HIGH CHAIN LINK FENCE IS 0.1' NORTH OF PROPERTY LINE FENCE NORTH 6' HIGH WOODEN FENCE END POST IS 1.0' OF PROPERTY LINE OF PROPERTY CORNER LOT 6 ELEVATIONS BASED ON ASSUMED AND SHOWN THUS gyp° BENCHMARK REFERENCE: SET A MAG NAIL IN DISK ROLLINS PLS 4945 FLOOD ELEVATION INFORMATION 4.4 FEET NORTH AND 13.2 FEET EAST OF THE MAP NUMBER 12111CO176 F DATE OF FIRM AUG. 19. 1991 NORTHEAST CORNER OF BLOCK 46 AND THE INTERSECTION OF SAINT LUCIE BOULEVARD AND COMMUNITY NUMBER 120285 PANEL 0178 IROQUOIS AVENUE. ASSUMED AN ELEVATION OF BASE FLOOD ELEVATION SUFFIX F 100.00 ON TOP OF THIS NAIL. (SITE LOWEST FLOOR ELEVATION FIRM ZONE x BENCHMARK ONE) HIGHEST ADJACENT GRADE ADDENDUM FIELD BOOK PAGE DATE BY CHECKED BOUNDARY SURVEY E.F.B. E.F.B. E.F.B. E.F.B. E.F.B. 06/15/2010 06/15/2010 06/15/2010 07/07/2010 08/02/2010 R.E.R. R.E.R. R.E.R. R.E.R. J.W.P. R.E.R. R.E.R. R.E.R. R.E.R. R.E.R. TOPOGRAPHIC SURVEY C.L.S. REVISE C.L.S. FORMBOARD SURVEY 0 '00R 0 GATE VALVE r -IRE HYDRANT FENCE CORNER POST IS 1.1' NORTH AND 0.7' WEST OF PROPERTY CORNER PROFESSIONAL LAND SURVEYOR 3221 SOUTHWEST CRUMPACKER STREET PORT ST. LUCIE, FLORIDA 34953 772-873-4700 BOUNDARY SURVEY FORMBOARD SURVEY LEGAL DESCRIPTION: THE EAST ONE-HALF OF LOT 3 AND LOTS 4 AND 5, BLOCK 46, SAN LUCIE PLAZA UNIT ONE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 57, ST LUCIE COUNTY, FLORIDA. ABBREVIATIONS: A/C = AIR CONDITIONER C) = CALCULATED C.F.T.) = CALCULATED FROM TRAVERSE = CENTERLINE C.B.S. = CONCRETE BLOCK STRUCTURE C.L.S. = CONSTRUCTION LAYOUT SURVEY E/P = EDGE OF PAVEMENT E.O.W. = EDGE OF WATER EL. = ELEVATION FIRM = FLOOD INSURANCE RATE MAPS FND. = FOUND (M) = MEASURED N.G.V.D. 1929 = NATIONAL GEODETIC VERTICAL DATUM OF 1929. 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 NOTE: THE BEARINGS ARE BASED ON THE SOUTH RIGHT-OF-WAY LINE OF ST. LUCIE BOULEVARD AND THE NORTH LINE OF BLOCK 46, SAN LUCIE PLAZA UNIT ONE (SEE LEGAL DESCRIPTION) WHICH BEARS NORTH 89'09'00" EAST CERTIFICATIONS AS PROVIDED AND WORDED BY CLIENT CERTIFY TO: SCANNED 1) BLACKSTREET ENTERPRISES, LLC BY 2) TEKEYSHIA OWENS St LUCI@ County LEGEND: NOTES: I HEREBY CERTIFY THAT THE SURVEY • =SET 5 8 IRON REBAR WITH 1) LANDS SHOWN HEREON WERE NOT ABSTRACTED SHOWN HEREON COMPLIES WITH MINIMUM FOR EASEMENTS, OWNERSHIP AND/OR RIGHT- TECHNICAL STANDARDS FOR SURVEYS AS CAP ROLLINS P.L.S. NUMBER 4945 -OF-WAYS OF RECORD. CONTAINED IN CHAPTER 61G17-6, FLORIDA • = SET PK NAIL IN DISK ROLLINS 2 NO UNDERGROUND OR INTERIOR IMPROVEMENTS ADMINISTRATIVE CODE, PURSUANT TO P.L.S. NUMBER 4945 WERE LOCATED EXCEPT AS NOTED. SECTION 472.027, FLORIDA STATUTES. Q = MANHOLE 3) LEGAL DESCRIPTION AS SUPPLIED BY CLIENT. ® = CATCH BASIN 4) BUILDING TIES ARE 90' OR RADIAL TO THE 46 =FIRE HYDRANT 5) PROPERTY LINE. ALL EASEMENTS SHOWN ARE PER RECORD PLAT = WATER METER UNLESS OTHERWISE NOTED. 0.3 /20A) f2f = WOOD POWER POLE = CONCRETE POWER POLE DATE OF LAST FIELD WORK: 08/02/2010 ROLAND Ef. ROLLINS DATE OF SIGNATURE =ANCHOR AND GUY WIRE PROFESSIONAL LAND SURVEYOR PLOT DATE AND TIME: 08/02/2010 4:00 PM EST FLORIDA REGISTRATION NUMBER 4945 - • • - = OVERHEAD WIRES �L = NOT TO SCALE LOT SQUARE FOOTAGE: 0.482± ACRE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED -X- = FENCELINE SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. SCALE: 1" = 20' JOB NUMBER: RR100413FB SET 5/8" IRON REBAR WITH CAP TRAV PT 4945 SITE BENCHMARK TWO ELEVATION = 100.94 2.0' WIDE CONCRETE - TYPE "F" CURB AND GUTTER STORM DRAIN TOP ELEVATION = 100.47 ST LUCIE I BOULEVARD CATCH BASIN WITH p CONCRETE APRON 009 (60.00' WIDE RIGHT-OF-WAY) TOP ELEVATION - - =99.88 - 2.0' WIDE CONCRETE 4' HIGH CHAIN LINK FENCE TYPE "F" CURB AND GUTTER 70, DROP CURB FENCEND POOF IS IS 116.9 FEET LONG CATCH BASIN INLET � OF � OOD,`L ` `S9 PROPERTY LINE EDGE OF PAVEMENT ,c CONCRETE SIDEWALK (BASIS OF BGS ) EARIN CONCRETE SIDEWALK FENCE CORNER POST IS , x 1.0' SOUTH AND 3.5' WEST OF PROPERTY CORNER w U X FOUND 5/8" IRON REBAR Z. � z 0.07' SOUTH AND 0.10' EAST s" OF PROPERTY CORNER z J L' zw =Px NOTE: THERE ARE NO WELL PIPES aI ON THIS PROPERTY WITHIN 75 FEET OF oyx OF THE PROPERTY LINE OF THE =-I SUBJECT PROPERTY. I a LOT 2 (OCCUPIED) FENCE CORNER POST IS 3.4' WEST OF PROPERTY LINE - FENCE CORNER POST IS- 2.4' EAST OF PROPERTY LINE SEPTIC TANK L- - FENCE CORNER POST IS 2.2' NORTH AND 2.2' EAST OF PROPERTY CORNER FENCE END POST IS 2.0' NORTH AND 1.6' EAS1 OF PROPERTY CORNER 4' HIGH CHAIN LINK x vv q OR LOT 3 to 7 / M M � M 00 6' HIGH WOODEN FENCE-\J1pp FOUND 5/8" IRON REBAR/ 0,25' SOUTH AND 0.38' EAST OF PROPERTY CORNER \ N 89"09'00" E (P) 140.00 (C) I N 89"09'00" E (M) 140.09' (M) ® 7pp �1 28.00' (C 56.00' (P) 56.04' (GF.T.) 56.00' (P) 56.04' (C.F.T.) 2$.02' (C. T.) FENCE CORNER POST IS I 0.4' SOUTH AND 0.2' WEST gg 9 OF PROPERTY CORNER PROPOSED 4' WIDE CONCRETE FLUME CONCRETE SIDEWALK ELEVATION = 98.5 EXISTING I v� I 32.11a 7 CONCRETE o 0 r' o �1,00_5 DRIVEWAY I Ow N N 4\�I\L -32.11' - �� al 100.0 ` I a 1 \ o It PROPOSED SEPTIC TANK U W a a 33.93' O/S 21.09- - o 0 w / PROPOSED 15.58' \4' O/S O Li WELL PIPE I COVERED I TO BE ABANDONED, CONCRETE FENCE GATE POST IS z 'oo PORCH 00 EST OF PROPERTY LINE o0 PROPOSED 1 STORY oo, o FENCE GATE POST IS .. CONCRETE BLOCK "� I 0.6' WEST OF PROPERTY LINE : U STRUCTURE M PROPOSED FINISHED FLOOR 11 FLOOROPOSED ELLEVATION FINISHED ELEVATION ELEVATST. LUCIE COUNTY ABOVE W W x I STATE HEALTH DEPARTMENT LOT 5 BENCHMARK \ � 36BEco 67' �\ M M 34.14' O/S , 159.26' O/S x NOTE: THE EXISTING HOUSE p f7 IS TO BE DEMOLISHED. EXISTING DRAINFIELD AND i \ x SEPTIC TANK IS TO BE , �yN ABANDONED c� xLLz Iz II-- /� p0 11 5 z I z xz LL L I - J PROPOSED WELL PIPE I z �aa � --- / YS = x0 C4 N \ :uic NLOT LOT 4/ X. 3 � I BLOCK 46 x 4' HIGH CHAIN LINK FENCE I IS 54.4 FEET LONG x . / z J xn O I U a^0 I x- �I 28.00 (C) � 28.01' (C.F.T.) 56.00' (P) 56.02' (C.F.T.) 56.00 (P) 56.02' S 89-11'52" W (M) 140.05' (M) -WELL PIPIA a9 x S 89'11'52" w (C) 140.00' (C) 7' HIGH CHAIN LINK FENCE / - FENCE END POST IS I IS 82.3 FEET LONG / 0.2' SOUTH AND 2.6' EAST / LOT 35 OF PROPERTY CORNER END 7' HIGH CHAIN LINK 6' HIGH WOODEN FENCE FENCE a I (OCCUPIED) OCCUPIED x FENCE END POST IS OF PROPER'IYNLLIINEH FENCE END POST IS 1.0' I I 0.8 SOUTH AND 1.9' 1 NORTH OF PROPERTY LINE U 6' HIGH WOODEN FENCE -,,OF \ PROPERTY CORNER 1 LOT 6 V z \ \ \ (OCCUPIED) i J NOTE: THERE ARE NO WELL PIPES - ON THIS PROPERTY WITHIN 75 FEET OF \ OF THE PROPERTY LINE OF THE DRAINLDFIE I SEPTIC TANK SUEIJECT PROPERTY. L - - - - - �� ST. LUCIE COUNTY ROLMD E. RoLLjm STATE HEALTH DEPARTMENT BENCHMARK 1pp5A LAM Q4 '.OP CURB ; 3221 SOUTHWEST CRUMPACKER STREET FOUND 5/8" IRON REBAR PORT ST. LUCIE, FLORIDA 34953 SET MAN NAIL IN DISK 77-873-4700 06 ROLLINS PLS 4945 1 SITE BENCHMARK ONE 2 ELEVATION = 100.00 2.0' WIDE CONCRETE TYPE "F" CURB AND GUTTER 9� BOUNDARY AND TOPOGRAPHIC SURVEY 99 CATCH BASIN WITH CONCRETE APRON TOP ,-ENDAOFOASPHALLT54 CONSTRUCTION LAYOUT SURVEY TOP OF BANK w 3 �OOg I Z L- 1pp;S ^po• ; OI Q T U) p 0 3 o � _ 00 O Y _ U m Qr v O O a w \ 00 0 0 � W O \ \ C� \ SCALE. 99 \\10 = 20' 10p• \ 1 - 1 O GATE VALVE r FIRE HYDRANT ll�FENCE CORNER POST IS 1.1' NORTH AND 0.7' WEST OF PROPERTY CORNER I ELEVATIONS BASED ON ASSUMED AND SHOWN THUS BENCHMARK REFERENCE: SET A MAG NAIL IN DISK ROLLINS PLS 4945 4.4 FEET NORTH AND 13.2 FEET EAST OF THE LEGEND: OO = SET 5/8" IRON REBAR WITH FLOOD ELEVATION INFORMATION MAP NUMBER 12111CO176 F DATE OF FIRM AUG. 19, 1991 NORTHEAST CORNER OF BLOCK 46 AND THE CAP ROLLINS P.L.S. NUMBER 4945 INTERSECTION OF SAINT LUCIE BOULEVARD AND • = SET PK NAIL IN DISK ROLLINS COMMUNITY NUMBER 120285 PANEL 0178 IROQUOIS AVENUE. ASSUMED AN ELEVATION OF P.L.S. NUMBER 4945 BASE FLOOD ELEVATION SUFFIX F 100.00 ON TOP OF THIS NAIL. (SITE Qo = MANHOLE LOWEST FLOOR ELEVATION FIRM ZONE X BENCHMARK ONE) ® = CATCH BASIN HIGHEST ADJACENT GRADE = FIRE HYDRANT 0 = WATER METERRf ADDENDUM FIELD BOOK PAGE DATE BY CHECKED =WOOD POWER POLE BOUNDARY SURVEY E.F.B. 06/15/2010 R.E.R. R.E.R. = CONCRETE POWER POLE TOPOGRAPHIC SURVEY E.F.B. 06/15/2010 R.E.R. R.E.R. - • • - �- - X - = ANCHOR AND GUY WIRE = OVERHEAD WIRES = NOT TO SCALE = FENCELINE C.L.S. E.F.B. 06/15/2010 R.E.R. R.E.R. REVISE C.L.S. E.F.B. 07/07/2010 R.E.R. R.E.R. LEGAL DESCRIPTION: THE EAST ONE-HALF OF LOT 3 AND LOTS 4 AND 5, BLOCK 46, SAN LUCIE PLAZA UNIT ONE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 57, ST LUCIE COUNTY, FLORIDA. ABBREVIATIONS A/C = AIR CONDITIONER C) = CALCULATED C.F.T.) = CALCULATED FROM TRAVERSE = CENTERLINE [CN"i . SETBACK REQ. C.B.S. = CONCRETE BLOCK STRUCTURE C.L.S. = CONSTRUCTION LAYOUT SURVEY NT©_ E/P = EDGE OF PAVEMENT S E.O.W. = EDGE OF WATER SIDFC EL. = ELEVATION REBAR FIRM = FLOOD INSURANCE RATE MAPS ZUG. FND. = FOUND ` (M) = MEASURED N.G.V.D. 1929 = NATIONAL GEODETIC VERTICAL DATUM OF 1929. 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 COPY T.O.S. =TOE OF SLOPE FILT.O.B. = TOP OF BANK NOTE: THE BEARINGS ARE BASED ON THE SOUTH RIGHT-OF-WAY LINE OF ST. LUCIE BOULEVARD AND THE NORTH LINE OF BLOCK 46, SAN LUCIE PLAZA UNIT ONE (SEE LEGAL DESCRIPTION) WHICH BEARS NORTH 89'09'00" EAST / CERTIFICATIONS AS PROVIDED AND WORDED BY CLIENT / CERTIFY TO: / 1) BLACKSTREET ENTERPRISES, LLC SCANNED / 2) TEKEYSHIA OWENS BY / St Lucie Cour 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: 6/15/2010 PLOT DATE AND TIME: 07/07/2010 8:15 AM EST LOT SQUARE FOOTAGE: 0.482± ACRE I HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON COMPLIES WITH MINIMUM TECHNICAL STANDARDS FOR SURVEYS AS CONTAINED IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. �7 D Zv10 ROLAND E. ROLLINS DATE OF GNA URE PROFESSIONAL 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: RR100413 REVCLS SCALE: 1 " = 20'