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HomeMy WebLinkAboutSURVEY'S12 pe-TrfN'� \30r-�' -00w Brevard County (321)724-2940 Indian River County (772)589-3228 Fox (32 0951-4879 N F- 1350 MALABAR ROAD S.E:, SUITE 1 EURVEYINC & PALM BAY, FLORIDA2907 MAPPINCA, INC. E-MAIL:-MSMITHSURVEIVEY ING ®AOL.COM N R E C E I VIE SEP 2*:'hp 2013 PERMITTING St. Lucie County. `;L Ono 5/8" IRON - I (LB 4286)' MAP OF SURVEY TE OF AUTHORIZATION L.B. 7426 UBT-1 (UPLAND BUFFER TRACT) °$ N89'55'30"E 100.00'(R&M TX 6 F- Z W w En Q w L,..L (n L, I Of D- 4 045 20' B.S.L.g' -- - -- -- I LOT 2 BLOCK 1 I k}" 30.00''' o d I 54.00' STEM WALL LOCATION PROP. F.F.E.= 14.37' (N.G. VD 1929) 12.89' (N.A. V.D. '1988) TOP OF STEM WALL EL.= 12.99' (N.A.VD. 1988) I I 12.00' M 14.00' n in 27.95' 30' B.S.L. 54.00' 30. ' L - 10' GENERAL PURPOSE EASEMENT y 36.69'(R) S ,10 30' (NO I•D.) P.I. PROPERTY ADDRESS: 2530 MADEWOOD DRIVE PORT ST. LUCIE, FLORIDA CERTIFIED TO: MARONDA HOMES INC. OF FLORIDA; GREEN & NATIONAL TITLE SURVEYORS NOTES: 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR ADJOINING DEEDS, RIGHT-OF-WAY, RESERVATION, AGREEMENTS AND/OR EASEMENTS OF RECORD. SUCH INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. 2. ADJOINDERS SHOWN HAVE NOT BEEN SURVEYED. 3. DRAWINGS ARE NOT TO BE RELIED UPON FOR SCALE PURPOSES. 4. ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE WITH THE STANDARDS OF THE UNITED STATES (CHAPTER 5J17-6.003(1)(8) F.A.C.) 5. PURSUANT TO FLORIDA LAW (FAC. 5J17-6. 003(17)) THIS SURVEY IS BASED ON A CLOSED TRAVERSE. 6. USE ONLY PROPERTY CORNERS FOR CONSTRUCTION OF FENCES AND OTHER IMPROVEMENTS. 7. ONLY OPEN AND NOTORIOUS EVIDENCE OF EASEMENTS AND RIGHT-OF-WAYS ARE LOCATED AND SHOWN HEREON. THE SURVEYOR HAS NOT LOCATED ANY UNDERGROUND UTILITIES OR FOUNDATIONS WHICH MAY ENCROACH. B. LEGAL DESCRIPTION AS SHOWN WAS PROVIDED VERBALLY BY CLIENT. 9. ELEVATIONS BASED ON 50.00' ASSUMED AT ___NJ_A _____ C&T 10. ELEVATIONS BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (PARENT B.M. - SS_1a_, ELEVATION __t t_31 __ ,) AND ARE EXPRESSED IN FEET AND DECIMAL THEREOF. 11. BEARINGS BASED ON THE CENTERLINE OF MADEWOOD DRIVE_BEING N89_55_30"E �ASSUMED� 12. PLOT PLANS ARE NOT TO BE USED FOR CONSTRUCTION LAYOUT PURPOSES. 13. LOT DIMENSIONS AND BEARINGS ARE RECORD AND MEASURED UNLESS OTHERWISE NOTED. 14. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD VERIFIED BY CONTRACTOR FOR CORRECT POSITION AND SEPARATION. 15. NORTH ARROW AS SHOWN DOES NOT REPRESENT TRUE NORTH OR GRID NORTH, IT IS i0R APPROXIMATE POSITION ONLY. 16. ALL RIGHT-OF-WAYS, ALLEYS, DIRT ROADS, AND ASPHALT .ROADS IF SHOWN ARE "OPENI TO TRAVEL" BOTH BY FOOT AND VEHICLE UNLESS OTHERWISE NOTED BY (CLOSED TO TRAVEL). 17. SETBACKS AS SHOWN ON PLOT PLANS WERE PROVIDED BY CONTRACTOR. 18. HORIZONTAL FEATURE ACCURACY: TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS, VALVES, MAILBOXES, POWER POLES, DRIVEWAYS, CULVERTS, AND SIMILAR FEATURES) HAVE A HORIZONTAL FEATURE ACCURACY CY OF PLUS OR MINUS 0.25 FEET. 19. VERTICAL FEATURE ACCURACY: ELEVATIONS ON THE SITE (GROUND, PAVEMENT, INLETS, ETC.) HAVE A VERTICAL. FEATURE ACCURACY OF.PLUS OR MINUS 0.10.FEET. 20. THIS SURVEY IS FOR THE SOLE BENEFIT OF THE PARTIES NAMED HEREON AND FOR THE SPECIFIC PURPOSE NOTED, AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY, AND IS NOT TRANSFERABLE UNDER ANY CIRCUMSTANCES. 21. THE EXPECTED USE OF THE LAND IS RESIDENTIAL. THE, MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500 FEET WHICH WAS MET IN THE CASE OF THIS SURVEY. 22. ALL. EQUIPMENT USED IN PERFORMING THE FIELD WORK ASSOCIATED WITH THIS SURVEY WAS TESTED AND CALIBRATED. ALL WORK WAS PERFORMED WITH AN ELECTRONIC TOTAL STATION READING DIRECTLY TO A MINIMUM, OF 5 SECONDS PER ANGLE WITH A DISTANCE ACCURACY OF 1 PART IN 50.000. ALL DATA WAS RECORDED USING A FIELD DATA COLLECTOR AND CONVENTIONAL FIELD NOTES. THE BOUNDARY WAS PERFORMED BY CREATING A CLOSED GEOMETRIC FIGURE AND ANY SIDE SHOTS WERE DONE USING A REDUNDANCY OF MEASUREMENTS. W (n w Of o_ A 30.1' Ld W OD O p p 0 V) O E 5/8" IRON ROD (LB 4286) �YZ �YZ I �YZ F- U Q F-- O Q I- U Q I 'm> Jm> -'m> Dat�' i Proved' 5/8" IRON ROD NO Ik(LB 4286)_ S89'55 30 W 100.00 R R/W S89'53'49"W-100.08'(M) Lr CURB &IGUTTER (NOTE - 11) N89'55'30"E 100.00'(R) VATE RIGHT OF WAY - 20' ASPHALT PAVING 0, kDEW OD DRIVE Ile BENCHMARK 1132 FEET *SETBACKS SHOWN ARE PER DEED RESTRICTIONS* V.D. 1988 TRKOWSKI, PLLC; FIDELITY THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP (C)COPYRIGHT COPYRIGHT 2012 SMITH & ASSOCIATES SURVEYING AND MAPPING, INC. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. LEGEND" B.S.L DINGLINE APPROX. O = RECLAIM WATER METER TTO.B. = OP OFKBANK N.V.W. NO VISIBLE WELL P.C.P. PERMANENT CONTROL POINT N.T.S. NOT TO SCALE 0/S = OFFSET © = GAS SERVICE ® = WATER VALVE IN 2'x 2' CONC. P.O.C. = POINT OF COMMENCEMENT P.O.B. POINT OF BEGINNING L.F.E. LOWEST FLOOR ELEVATION G.F.E. GARAGE FLOOR ELEVATION N WATER VALVE P.T. - POINT OF TANGENCY F.F.E. FINISHED FLOOR ELEVATION = FIRE HYDRANT P.R.M. = PERMANENT REFERENCE MONUMENT O.R.B. OFFICIAL RECORDS BOOK O POWER POLE R.P, = RADIUS POINT P.B. PLAT BOOK = P•C. = POINT OF CURVATURE D.B: = DEED BOOK = LIGHT POLE P.C.C. =POINT OF COMPOUND CURVATURE PG. =PAGE E- - - -= GUY. ANCHOR P.R.C. = POINT OF REVERSE CURVATURE P.V.C. = POLYVINYLCHLORIDE N N FENCE D = DELTA (CENTRAL ANGLE) C.M.P• CORRUGATED METAL PIPE _ ----= OVERHEAD WIRE (O.H.w.) R = RADIUS R.C.P. = REINFORCED CONCRETE PIPE A = ARC = CENTERLINE C.P.P. = CORRUGATED PLASTIC PIPE SQ = APPROXIMATE SEPTIC TANK T TANGENT Q PROPERTY LINE INV. - INVERT = IRON MARKER FOUND - SEE DESCRIPTION - RECORD FRM. = WOOD FRAME M =MEASURED STY. STORY ® = SEWER CLEANOUT 0 = 1/2 ' IRON ROD WITH PLASTIC CAP "KA IR C = CALCULATED R/W RIGHT-OF-WAY O = WATER METER MARKED SMITH LB 7426' SET 0 = DEED t = MORE OR LESS E =ELECTRIC METER/HANDHOLE O (CHAPTER 61G16.0031(2)(D) FAC.) NO I.D. NO IDENTIFICATION C.B.S. CONCRETE BLOCK & STUCCO ® =SANITARY SEWER MANHOLE E - 4"x 4" CONC. MONUMENT FOUND - SEE DESCRIPTION F.P.& L - FLORIDA POWER AND LIGHT ❑ - 4"x 4• CONC. MONUMENT MARKED RES. RESIDENCE ® - STORM SEWER MANHOLE "KA SMITH LB 7426" SET PROP. PROPOSED (CHAPTER 61G16.0031(2)(0) FA.C.) TX - TRANSFORMER CONC. - CONCRETE (TYP.) - TYPICAL ® SOUTHERN BELL MANHOLE/HANDHOLE ®= UNDER MAIN ROOF A = NAIL & DISK FOUND - SEE DESCRIPTION APPROX. - APPROXIMATE p SOUTHERN BELL RISER & - NAIL & DISK MARKED "KA SMITH LB 7426" SET E.O.P. - EDGE OF PAVEMENT T.O.S. - APPROX. TOE OF SLOPE 0 = CABLE TELEVISION RISER (CHAPTER 61G16.0031(2)(D) FAC.) E.O.W. - APPROX. EDGE OF WATER H = GAS VALVE 0 - HUB & TACK SET LOT 2, BLOCK 1, "OAK ALLEY" AS RECORDED IN PLAT BOOK 54, PAGE 26-30, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA FRONT SETBACKREVISEDFEB. 14, 2013 - PLOT PLAN DEC. 31, 2012 12-2239 RECERTIFICATION NOV. 26, 2012 - BOUNDARY SURVEY NOV. .6, 2019 12-1911 - WJS DRAWN BY: B. LINDER I SCALE: 1" = 20' FLOOD ZONE "X" URANCE RATE MAP NUMBER 12111C0188 F OF ON OR & IN RESP E CHARGE KEVI . SMITH - RIDA CERT NO. 4457 ANnRFw ITN - mn171nA rCRTII7IrATC nin SRan .ICCC C NATTrmnnRC - rIna1nA rCRTICIrATV Mn RIG{ i 121 Indian R County Indian River County [Fox e Co. o� Dot nit ed (-ecz� o O -0 Z. 1-ULUQ OJ DW O > Z W :2 O a m Q W > 0 cn O z o_ 0- l_ C� - - 5/8" IRON ROD (LB 4286) \\ TX 1°0 -2� ®�l� 1350 MALABAR ROAD S.E., SUITE 1 -3228 SURVEYINCA & PALM BAY, FLORIDA32907 -4879 MAPPINQ, INC. E-MAIL: SMITHSURVEYVEYING ®AOL.COMjr MAP OF SURVEY CERTIFICATE OF AUTHORIZATION L.B. 7426 UBT-1 (UPLAND BUFFER TRACT) N 89 °55' 30"E r• 1' 100.00'(R&M 20' B.S.L. LOT 2 BLOCK 1 54. STEM WALL LOCATION 0 I PROP, F.F.E. = 14.37' (N. G. V..D 1929) O I 12.89' (N.A. U.D. 1988) I TOP OF STEM WALL EL.= 12.99' (IV. A.V.0. 1988) T [�UU (1•I 14.00' in IM 27.95' 30' B.S.L. 54.00' 10' GENERAL PURPOSE EASEMENT 9'53'49"W 100.08'(M 5.5.9' I I I J In m ofIN I -23' I 23' 30.1' I 0' L,1 (/) W d 4 N S a 5/8" IRON ROD (LB 4286) I1J W 000 V O 00 Ocn O (10 Z �yZ �r YZ YZ I-UQ I-Ua O00 0 OOU OOU Jm> Jm> Jm>' I I 5/8" IRON ROD X(LB 4286) 1� R/W 2' MIAMI v CURB & GUTTER to I I if7 1h 36.69'(R) (NOTE - J1) N89'55'30"E 100.00'(R) 1 30' PRIVATE RIGHT OF WAY - 20' ASPHALT PAVING MADEW . OD DRIVE (NO I.D.) SITE BENCHMARK ® P.I. PER SURVEYOR EL-L.11.32 FEET *SETBACKS SHOWN ARE PER DEED RESTRICTIONS* N.A. V.D. 1988 PROPERTY ADDRESS: 2530 MADEWOOD DRIVE . TYPE SURVEY DATE JOB NUMBER CK. BY PORT ST. LUCIE, FLORIDA CERTIFIED T0: MARONDA HOMES INC. OF FLORIDA; GREEN & PIOTRKOWSKI, PLl C; FIDELITY TITLE THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP COPYRIGHT. 2012 SMITH & ASSOCIATES SURVEYING AND MAPPING, INC. (0NATIONAL NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. SURVEYORS NOTES: ' 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR ADJOINING DEEDS, RIGHT-OF-WAY, RESERVATION, AGREEMENTS AND/OR EASEMENTS OF RECORD. SUCH INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. 2. ADJOINDERS SHOWN HAVE NOT BEEN SURVEYED. 3. DRAWINGS. ARE NOT TO BE RELIED UPON FOR SCALE PURPOSES. 4. ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE WITH THE STANDARDS OF THE UNITED STATES (CHAPTER 5J17-6.003(1)(B) F.A.C.) 5. PURSUANT TO FLORIDA LAW (F.A.C. 5J17-6. 003(17)) THIS SURVEY IS BASED ON A CLOSED TRAVERSE. 6. USE ONLY PROPERTY CORNERS FOR CONSTRUCTION OF FENCES AND OTHER IMPROVEMENTS. 7. ONLY OPEN AND NOTORIOUS EVIDENCE OF EASEMENTS AND RIGHT-OF-WAYS ARE LOCATED AND SHOWN HEREON. THE SURVEYOR HAS NOT LOCATED ANY UNDERGROUND UTILITIES OR FOUNDATIONS WHICH MAY ENCROACH. 8. LEGAL DESCRIPTION AS SHOWN WAS PROVIDED VERBALLY BY CLIENT. 9. ELEVATIONS BASED ON 50.00' ASSUMED AT N/_A -_--_ C&T 10. ELEVATIONS BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (PARENT B.M. _ SS_ 12 ELEVATION _ 11_31 -_ .) AND ARE EXPRESSED IN FEET AND DECIMAL THEREOF. THE CENTERLINE OF MADEWOOD DRIVE BEING N89 55'30"E ASSUMED il. BEARINGS BASED ON________�-_.-- 12. PLOT PLANS ARE NOT TO BE USED FOR CONSTRUCTION LAYOUT PURPOSES. 13. LOT DIMENSIONS AND BEARINGS ARE RECORD AND MEASURED UNLESS OTHERWISE NOTED. 14. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD VERIFIED BY CONTRACTOR FOR CORRECT POSITION AND SEPARATION. 15. NORTH ARROW AS SHOWN DOES NOT REPRESENT TRUE NORTH OR GRID NORTH, IT IS FOR CKBLIN 0- RECLAIM WATER METER LEGEND: TB.S.B. AUILDIN TOP SETBACK N.V.W. NO VISIBLE WELL N.T.S. = NOT TO SCALE GS = GAS SERVICE P.C.P. PERMANENT CONTROL POINT 0/s = OFFSET =WATER VALVE IN 2'x 2' CONC. P•O,C, POINT OF COMMENCEMENT L.F,E. =LOWEST FLOOR ELEVATION P.O.B. = POINT OF BEGINNING G.F.E. GARAGE FLOOR ELEVATION 04 = WATER VALVE P.T, = POINT OF TANGENCY F.F.E. = FINISHED FLOOR ELEVATION =FIRE HYDRANT P.R.M. - PERMANENT REFERENCE MONUMENT O.R.B. OFFICIAL RECORDS BOOK R.P. = RADIUS POINT P.B. = PLAT BOOK 0 - POWER POLE P.C. = POINT OF CURVATURE D.B. = DEED BOOK = LIGHT POLE P.C.C. - POINT OF COMPOUND CURVATURE PG. = PAGE F___= GUY ANCHOR P.R.C. = POINT OF REVERSE CURVATURE P.V.C. = POLYVINYLCHLORIDE FENCE D DELTA (CENTRAL ANGLE) C.M.P. = CORRUGATED METAL PIPE _ _ = OVERHEAD WIRE (O.H.W.) R = RADIUS R.C.P. = REINFORCED CONCRETE PIPE A = ARC = CENTERUNE C.P.P. CORRUGATED PLASTIC PIPE S/t APPROXIMATE SEPTIC TANK T = TANGENT R = PROPERTY LINE INV. = INVERT p , = IRON MARKER FOUND - SEE DESCRIPTION IRM =RECORD FRM. = WOOD FRAME' ® = SEWER CLEANOUT = 1/2" IRON ROD WITH PLASTIC CAP MEASURED STY. =STORY O Cl = CALCULATED R/W = RIGHT-OF-WAY O = WATER METER MARKED "KA SMITH LB 7426" SET FAG.) 0 1. DEED f =MORE OR LESS = ELECTRIC METER/HANDHOLE (CHAPTER 61C. MONUMENT NO 1.0. NO IDENTIFICATION E � � = 4"x 4" CONC. MONUMENT FOUND C.B.S. = CONCRETE BLOCK & STUCCO ® =SANITARY SEWER MANHOLE - SEE DESCRIPTION F.P.& L. = FLORIDA POWER AND LIGHT ❑ = 4"x 4" CONC. MONUMENT MARKED RES. = RESIDENCE 0 = STORM SEWER MANHOLE K.A. SMITH LB 7426" SET PROP. =PROPOSED (CHAPTER 61G16.0031(2)(D) FAG.) Tx = TRANSFORMER ® = SOUTHERN BELL MANHOLE/HANDHOLE . NAIL &DISK FOUND -SEE DESCRIPTION CONC. = CONCRETE (TYP.) - TYPICAL UNDER MAIN ROOF APPROX. =APPROXIMATE ®_ A = NAIL & DISK MARKED E.O.P. = EDGE OF PAVEMENT Q = SOUTHERN BELL RISER K.A. SMITH I6 7426"D31(2 SET D) T.O.S. = APPROX. TOE OF SLOPE 0 =CABLE TELEVISION RISER (CHAPTER 61G16.0031(2)(D) FAG.) E.O.W. - APPROX. EDGE OF WATER H = GAS VALVE O = HUD & TACK 'SET LOT 2, BLOCK 1, n n OAK ALLEY APPROXIMATE POSITION ONLY. 16. ALL RIGHT-OF-WAYS, ALLEYS, DIRT ROADS, AND ASPHALT ROADS IF SHOWN ARE "OPEN TO TRAVEL" BOTH BY FOOT AND VEHICLE UNLESS OTHERWISE NOTED BY (CLOSED TO TRAVEL). 17. SETBACKS AS SHOWN ON PLOT PLANS WERE PROVIDED BY CONTRACTOR. AS RECORDED IN PLAT BOOK 54, PAGE 26-30, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA 18. HORIZONTAL FEATURE ACCURACY: TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS, VALVES, MAILBOXES, POWER POLES, DRIVEWAYS, CULVERTS, AND SIMILAR FEATURES) HAVE A HORIZONTAL FEATURE ACCURACY OF PLUS OR MINUS 0.25 FEET. TYPE SURVEY DATE JOB NUMBER CK. BY STAKE -OUT JULY 15, 2013 13-1581 FRONT SETBACK REVISED FEB. 14, 2013 - 19. VERTICAL FEATURE ACCURACY: ELEVATIONS ON THE SITE (GROUND, PAVEMENT, INLETS, ETC.) PLOT PLAN DEC. 31, 2012 12-2239 HAVE A VERTICAL FEATURE ACCURACY OF PLUS OR MINUS 0.10 FEET. 20. THIS SURVEY -IS FOR THE SOLE BENEFIT OF THE PARTIES NAMED HEREON AND FOR THE SPECIFIC PURPOSE NOTED, AND SHOULD NOT BE RELIED UPON 'BY ANY OTHER ENTITY, AND IS NOT TRANSFERABLE UNDER ANY CIRCUMSTANCES. RECERTIFICATION NOV. 26, 2012 - BOUNDARY SURVEY NOV. 6, 2012 12-1911 WJS DRAWN .BY: B. LINDER I SCALE: 1 n = 20' 21. THE EXPECTED USE OF THE LAND IS RESIDENTIAL. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500 FEET WHICH WAS MET IN THE CASE OF THIS SURVEY. FLOOD ZONE FLOOD URANCE RATE MAP NUMBER 88 F 22. ALL EQUIPMENT USED IN PERFORMING THE FIELD WORK ASSOCIATED WITH THIS SURVEY WAS TESTED AND CALIBRATED. ALL WORK WAS PERFORMED WITH AN ELECTRONIC TOTAL STATION - READING DIRECTLY TO A MINIMUM OF 5 SECONDS PER ANGLE WITH A DISTANCE ACCURACY OF 1 PART IN 50.000. ALL DATA WAS RECORDED USING A FIELD DATA COLLECTOR AND CONVENTIONAL FIELD NOTES. THE BOUNDARY WAS PERFORMED BY CREATING A CLOSED GEOMETRIC FIGURE AND ANY SIDE SHOTS WERE DONE USING A REDUNDANCY OF MEASUREMENTS. ROFE L VEYO APPER IN RESPONSIBLE CHARGE KEVIN A. SMITH - FLORIDA CERTIFICATE NO. 4457 ANnRr KITH - FI nRlnA CFRTIFICATF .Nn FRQn .IFFFRFY C HATTFNnr1RF - FI r1RIT1A CFRTIFICATF 140_ ra1 Q3