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HomeMy WebLinkAboutSITE PLAN APPROVAL FOR CONSTRUCTIONOoo,Sgn E—Ib ID: F939DEFA-DEC7AMO-9961-0134CCC192E8 WAI 1 1 =rrKin ID DESCRPTION SPECS THICKNESS ON FLOOR PUN .� REINFORCED CMU WALL W/FINISHES SEETYP WALLSECDON REINFORCED CMU WALL WOI INTFINISH SEE TYP WALL SECTION a- REINFORLEDCMU COLUMN SEE FLOOR PUN VARIES • ---- NONLOADBEARINGINTWALL SEEPROJECTSPECSONAI 4.5- LOADSEMINGN4 WAIL NONEPRESENT 4.W SCALE: 1/4'- V.0' ` FLOOR PLAN NOTES: 1. INTERIOR DIMENSIONS ARE TO FINISH. SEE WALL LEGEND FOR THICKNESS. Z EXTERIOR DIMENSIONS ME TO STRUCTURE. FLOOR PLAN KEYNOTES: 1. 2r,00'RO MIN ATTIC ACCESS Z 3. TYP REAR/SIDE PORCH BEAM-CASTCRETE OF 16.1IWT. 19 TOR. 4. TYP FRONT PORCH BEAM- CASTCRETE V20,1 B]R. 1 r Toe. 5. TYP PORCH COLUMN- —r-V CMU. 4 65 VERT, No TIE 0 IV OL. S. STAIR HANDRAIL PER FBGR 311.].B], PORCH GURADRAIL PER FBC-R 312 7. COLUMN-6'At6- RCC, 4 65 VERT, a3 TIE ® Y W. PROJECTSPECS: 1. INTERIOR NON LOADISEARING WALLS: 1/2' OR 5I8-GWB OVER 3-5/8' 25 GAMETAL STUD OR 244 @ IV OC. 2. PORCH CEILING: STUCCO & LATH OVER FRAMING OR PINE T&G PER GEN NOTE 34. 3. INSULATION: EXT WALLS: R4.1 FOIL INSULATION. R20 SPRAYFOAM @ CONDITINED ROOF DECK, & ATTIC SEPARATING KNEE WALLS @ PORCHES & GARAGES. R-13 BATT @ GARAGE SEPARATING WALL, FLOOR TO CLG. PROVIDE ACCESS HATCH TO CONNECT ATTIC SPACES. 4. DEFFERED SUBMITTALS: ROOF TRUSSES, SITE PLAN, DUCT LAYOUT, RAILINGS SHEET INDEX A-1 floor plan A-2 foundation plan A-3 elevs A-4 elect, plumb A-5 HVAC GN-1 general notes PROJECT DESCRIPTION NEW 1 STORY SF RESIDENCE. ZONING INFORMATION: parcel id: 2214-501-0004-G00-9 AG-5(S(LUde County) flood zone: X UTILITY INFORMATION: gas: Na ge: sapsleis potable water. well AREA CALCULATIONS: conditioned living area 3,337 sl garage 914 If covered rear porch 742 Si covered side porch 139 If covered front porch 303 sf total building area 5,435 sf conditioned volume 34,327d FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #N-S -ZZ538(o2 & Well 0"2-51710 Date:5�y Reviewer: CU Y b LINTEL SCHEDULE WINDOW/ ACFUALD. B.O. ID PRESSURES W H LINTEL LINTEL TYPE NOTES ®MMHIM u m m i — a- - e y C—o O — O 9 m ;=. 'It w h 0=E='(V ? S'% to ; Ot Y amLU c') J ZLL S w w �I U g U z wwa: o oa in J LL 3 Q �_ 8 LL co w z � N LU = $ z U) w O U SHEET A-1 dwY FmL.k UI.4Lr 3/9/2021 4E. RF'F(�� 4P' O y4 G15 P.04 ':9 ' AR9)196 p. FC. 4tLV EREO P1LC W,cSgn Enve ID, F 9DEFA DEC71ABD- II-5114CCC197E9 WAI 1 1 Ff_caln ID DESORPTION SPECS ON F1. 0 ON FLOOR PLAx .\� CMU WALL W/REINFORCEDFINISHES W/ FINI SEETYP WALLSECTION 9• ZTJ.'T.T. REINFORCED CMU WALL SEE TYP WAIL SECTION WO/ INT KNISH 8' REINFORCED CMU COLUMN SEE FLOOR PLAN VARIES ..................... MEN LOAD BEARING INT WALL SEE PROTECT SPECS ON A-1 4.5' LOAD BEARING L4 WALL NONE PRESENT I SCALE: 1/4-= t'A' FLOOR PLAN NOTES: 1. INTERIOR DIMENSIONS ARE TO FINISH. SEE WALL LEGEND FOR THICKNESS. 2 EXTERIOR DIMENSIONS ARE TO STRUCTURE. FLOOR PLAN KEYNOTES: 1. 2r4P RO MIN ATTIC ACCESS 2 3. TYP REAR/SIDE PORCH BEAM- CASTCRETE OF I6�1 B/21'. 10' Too. 4. TYP FRONT PORCH BEAM- CASTCRETE BF2FI BRT. I TOO. S. TYP PORCH COLUMN- Irstra8- CMU, 4 RS vEAT, arl TIE Q IF OC. S. STAIR HANDRAIL PER FISCF 311.T.B.2, PORCH GURADRAIL PER MCA 312 7. COLUMN- W,15' RCC, 4 45 vERT, 43 TIE Q W OC. PROJECTSPECS- 1.INTERIOR NON LOADBEARING WALLS: 1/2' OR 5/8' GINS OVER 3-5/8- 25 GA METAL STUD OR 2.4 a 16, OC. 2. PORCH CEILING: STUCCO 8 LATH OVER FRAMING OR PINE T&G PER GEN NOTE 34. 3. INSULATION: EXT WALLS: R4.1 FOIL INSULATION. R20 SPRAYFOAM @ CONDITINEO ROOF DECK, B ATTIC SEPARATING KNEE WALLS ® PORCHES 8 GARAGES. R-13 BATT® GARAGE SEPARATING WALL, FLOOR TO CLG. PROVIDE ACCESS HATCH TO CONNECT ATTIC SPACES. 4. DEFFERED SUBMITTALS: ROOF TRUSSES, SITE PLAN, DUCT LAYOUT, RAILINGS SHEET INDEX A-1 Ifloorplan A-2 Ifoundationplan A-3 elevs A-0 elect, plumb A-5 I HVAC GN-1 I general notes PROJECT DESCRIPTION NEW 1 STORY SF RESIDENCE. 20NING INFORMATION• m parcel id: 2214-507-00040[ro-9 0 7 w AG-5 (St Lucie County) 2 c C (load zone: X p V O V UTILITY INFORMATION:_ - gas: Na ewaga: septic m c - pt o E •-_ potable Water. Well N N:i AREA A AT10N9:Io n to + O c conditioned living area 3,3370 LL garage 914 sf .., covered rear porch 742 sf covered side porch 1395f covered front porch 303 sf total building area S,4357f conditioned volume 34,327 d FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersede��P►�P�pvious Site Plans for LO ISTDS�� w °' U J late: g Lo 7 / w LL- Z Z .eviewer: - Z CO a W w } o inJ W L.L Q ry O LL � U U Z WINDOW/ LINTEL SCHEDULE ACrUALD' B.O. AD W3 PRESSURES 40.2,-03.6 w }0 H 6-0 UNTEL B-0 LINTEL CC 8f243B/1T TYPE SHUNG NOTES EGRESS W2 40.2,-03.6 1213-0 6-0 8-0 CCBF24-1B/1T (21 S. HUNG W3 40.2,43.6 (2)3-0 BD 8-0 CCBF24-18/1T (2)S. HUNG W4 40.2,-03.6 3.0 4-0 8-0 CC BF24.18/lT CASEMENT INS 40.2,43.6 2-4 6.0 73 CCBF24-1811T S.HUNG W6 40.2,-03.6 3-0 6-0 7-4 CCBF24-18/lT SAUNG W7 40.2.A3.6 2-4 E-0 7-0 CCBF24-18/1T S.HUNG Wa 40.2.43. 44.6 5.2 7-4 CCRF24-18/IT S.HUNG W9 40.2,-03.6 4-6 5.2 7.4 CC SF24.1S/1T SAUNG W10 40.2,43.6 6.0 6-0 8-0 CC 8F24.18/1T lH. SLIDER IMULUED FIXED BELOW W10.1 40.2,43.6 6-0 2-0 8-0 CC8F24.18/IT FIXED Wit 40.2,43.6 60 &a " CCBF24.10/1T H.SUDER IMULLED FIXED BELOW W11.1 40.2,43.6 6-0 2-0 9-0 CCBF24-111AT FIXED W12 40.2,43.6 3-0 5.2 9.0 CCSF24.111/11' SHUNS EGRESS W33 40.2,43.6 2-8 5-2 B-0 CC8F24-IB/1T S.HUNG EGRESS W14 40.2.43.5 2-9 5-2 8`0 CCBF24-18/IT S.HUNG W15 40.2,43.6 441 5-2 B-0 CCBF24-18/171" S.HUNG MULLED FIXED BELOW W15.1 40.2,43.6 4.0 2-10 B-0 CCBF24.10/iT FIXED W16 40.2,A3.6 4-0 S-2 8.0 CCBF24-1B/1T S.HUNG MULLEDFIXEOBELOW W16.1 40.2,43.#rlo,-. B0 CCBF24.18/IT FIXED W17 40.2,43.9-0 CCBF24-18AT S.MUNG W38 40.2,43.8-0 CCBF24 lB/1T S.HUNG W19 40.2.43.8-0 CC8F24-1B/1T S.HUNG W20 40.2,-03.13-0 CC BFll-38 HEAD [C BF83B SILL FIXED SEEGENNOTE26. CC: CASTCRETE. U W = Z U n 0 floor plan 3/9/20 SHEET A-1 CFro UI� 4.WH><4.�H 3/9/2021 P 9 O15 lea". 9 p. • � AR9>IOB QFC. r�G Sl EK..ED. A. ED PRC SYMBOLS: (- - OILY WIRE ANCHOR - CABLE TELEVISION BOX C3 - CATCH BASIN p - CATCH BASIN INLET ® - CLEANOUT © - ELECTRIC BOX © - TELEPFpNE BOX - SIGN - SANITARY MAMXX.E STOW MAN - NUMB R OF PARKING SPACES - FIRE HYDRANT # - LIGHT POLE ❑ - CONCRETE POWER POLE - BACK LOW PREVENTOR - MNIL BOX IRRIGATION VALVE - GAS VALVE - SEWER VALVE ®- WATER VALVE WELL © - WATER METER 'a - WOOD POWER POLE O - SET 5 B' IRON ROD WITH PLASTIC CAP P PSM16330 ABBREVIATIONS (C) - CALCULATED CBS - CONCRETE BLOCK STRUCTURE CM8 - COMMISSIONERS' MINUTES BOOK GONG CLF - CONCRETE - CHAIN LINK FENCE DE - DRA INNGE EASEMENT GE P - DEPARTMENT OF ENVIRONMENTAL PROTECTION DB DIP - DEED BOON - DUCTILE IRON PIPE FND - FOUND FP L - FLORIDA POWER h LIGHT IP INV - IRON PIPE - INVERT IRC - IRON ROD WITH PLASTIC CAP LB - LICENSE BUSINESS LS (M) - LCENSE SURVEY - MEASURED MON MONUMENT ORB - OFFICIAL RECORD BOOK (P) - PLAT PB - PLAT BOOK PG PL - PAGE - PROPERTY LINE Poe - POINT OF BEGINNING Poo - POINT OF COMMENCEMENT PRY R/W - PERMANENT REFERENCE MONUMENT - RIGHT-OF-WAY RCP - REINFORCED CONCRETE PIPE RGE - RANGE SEC TWP - SECTION - TOWNSHIP UE - UTILITY EASEMENT ]31.65' NORTH QUARTER r FND 3'x3' CORNER X CONC MONUMENT CALCULATED RLS 2391' 3m� NOT PLATTED r- OWN z NORTH ST. LUCIE WATER CONTROL DISTRICT CANAL #64 109' R/W NB9'48'49'W 2663.29' 1141.04' NORTH LINE OF SECTION 14 LOT 5 i MELLEN GROVES / (PS 74, PG 4) I LOT 4 MELLEN GROVES (Pe 74. PG 4) — — — — — — — _�— S89'58'18'W 1225.72'LO_ MELLEN TGROVES �- (PB 74, PG 4) i �.xm.i°u.la�is mlcm 1{� e men \ g zer f aY. s.m a n z>a I 2o.ar N I PROPOSED CBS RESIDENCE TO BE BUILT noo'a 1 ON STEMWALL I FFE-27.00 N1 . 21- R DETAIL SCALE: 1"=30' DATE: I REVISIONS: A SECTION CORNER CALCULATED 11 12 4 ENT of) 4I ao.ao 13 10' OFFSET I9 CE SET NAIL M POST I'6 ELEV- 21.83 NA•VRDE Q 11988 + .IeQN I f 2nml� Va i wp 0 w� _`l LN,1 10,11111 T ET I SEIRC PSM 6JJ0 y WITNESS' I I 3 Y o� s EAST 1/4 CORNER (CALCULATED) SITE ORANGE AVENUE O C MT Q T QZ F f3 ti W � a z Z 2 OKEECHOBEE ROAD LOCATION MAP NOT TO SCALE LEGAL DESCRIPTION: LOT 4 OF MELLEN GROVES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 74. PACE 4, PAGES 4 k 5, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. CONTAINING 316.159 SQUARE FEET OR 7.258 CARES, MORE OR LESS. SURVEY REPORT: 1. THIS IS A BOUNDARY SURVEY AS DEFINED IN CHAPTER 5J-17.050(10)(o-k), FLORIDA ADMINISTRATIVE CODE. 2. SURVEY BASED ON THE PLAT OF MELLEN GROVES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 74. PAGE 4, PAGES 4 k 5, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. 3. LEGAL DESCRIPTION WAS FURNISHED CLIENT. 4. BEARING BASIS: S89'58'18"W ALONG THE SOUTH PROPERTY LINE. 5. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 6. THIS SITE LIES WITHIN FLOOD ZONE 'X', ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111C0155 J, EFFECTIVE DATE 2-16-12. 7. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 8. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN PERFORMED BY ALEXANDER J. PIAZZA PSM, INC. 9. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR PURCHASE OF LAND AND FALLS WITHIN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER SJ-17.051(15)(b)(ii), FLORIDA ADMINISTRATIVE CODE. ALL FIELD -MEASURED CONTROL MEASUREMENTS EXCEEDED 1:5000 FEET ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. 10. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 11. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 12. THIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. PREPARED FOR: ESTEBAN A. RAMOS k MARY F. RAMOS TREASURE COAST TITLE h ESCROW CHICAGO TITLE INSURANCE COMPANY 13. ( COPYRIGHT 2018 BY ALEXANDER J. PIAZZA PSM, INC. HE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. THIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAllA PSM, INC. ALEXANDER J-PIAllA PSM, INC. 2-05-21 Alexander') °""" -"°— DATE OF FIELD SURVEY: 4-11-18 °N`-'°'""n'I"�N' •. o taoaoaoai nsxvFa000i DATE OF SURVEY: 4-11-16 Piazza= -.. - "•'ndes n.na ' ALEXANDER'J'. PIAZZA[ }O PROFESSIONAL`SURVEYOR. AND MAPPER SITE PLAN FLORIDA CERTIFICATE'No_' 6330 ALEXANDER J. PIAZZA PSM, INC. BOUNDARY SURVEY CAD K:\MECCA FARMS\RAPTOR GROVE\DWG\18-3808.DWG Surveying • Mapping • Consulting REF 1 071 S. HEADER CANAL ROAD FLD K:\MECCA FARMS\RAPTOR GROVE\DWG\16-2338MG.DWG 619 SW Biltmore Street ® Port St. Lucie, norido 34983 AS PREPARED FOR CJM / RP FB. PG. JOB 18-3808 OFF Cim DATE Uwr" Fox: (772) 340-225225Phone: (772) 340-0 8 0 ESTEBAN A. & MARY F. RAMOS GKO AJP SHEET 1 OF 1 D C D-0963 SYMBOLS: I- - GUY WIRE ANCHOR CI - CABLE TELEVISION BOX E3 - CATCH BASIN C - CATCH BASIN INLET CLEANOUT E - ELECTRIC BOX © - TELEPHONE BOX SIGN SANITARY MANHOLE STORM MANHOLE NUMBER OF PARKING SPACES FIRE HY NT {x - LIGHT POLE O - CONCRETE POWER POLE (O - BACKFLOW PREVENTOR 1; MAIL BOX IRRIGATION VALVE GAS VALVE - SEWER VALVE ®- WATER VALVE WELL © - WATER METER a - MOOD POWER POLE O - SET 5/8" IRON ROD WITH PLASTIC CAP PRM PSM16330 ABBREVIATIONS: (C) - CALCULATED CBS - CONCRETE BLOCK STRUCTURE CAB - COMMISSIONERS' MINUTES BOOK CONC CLF - CONCRETE - CHAIN LINK FENCE DE - DRAINAGE EASEMENT DEP GB - DEPARTMENT OF ENVIRONMENTAL PROTECTION - DEED BOOK DIP - DUCTILE IRON PIPE FND - FOUND FPL IP - FLORIDA POWER k LIGHT - IRON PIPE I - INVERT IRC - IRON ROD WITH PLASTIC CAP LB LS - LICENSE BUSINESS - LICENSE SURVEY (MEASURED MON - MONUMENT ORB - OFFICIAL RECORD BOOR P)PLAT B PC - PLAT BOOK - PACE PL - PROPERTY LINE Poe - POINT OF BEGINNING POC PRM - PONT OF COMMENCEMENT - PERMANENT REFERENCE MONUMENT R/W - R-OF-WAY RCP - REINFORCED CONCRETE PIPE RGE SEC - RANGE - SECTION TWP UE - TOWNSHIP - UTILITY EASEMENT ]31.65' NORTH QUARTER CORNER E CONC MONUMENT CALCULATED RLS 2791' FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS#5G•SF 2ZSS$ & Well #0- 3t77/0 Date: 5 1 e. g,*Z t NORTH ST. LUCIE WATER CONTROL DISTRICT CANAL #64 SECTION 109' R/W C NER CALCULATED N 89'48'4B"W 2663.29' 11 T12 1241.D4' NORTH UNE OF SECTION 14 S89'48'48'E 1241.02' LOT 5 MELLEN GROVES I , ) / (PB 74. PC 4) 10, 'PS W NAIL S89"55'15'1225.87' SET ELEV- 21.83 N, 3� \ NOT PLATTED fC l� I LOT 4 MELLEN GROVES (PB 74. PC 4) 4. \ S 4 I x x0.6f 1av K Bux�^M1 _ _ 8 w10 aov S89'58'18"W 1225.72' — y'kx.4Y 3 MELLEN MOVES PC (PS 74. PG 4) �—� =ice / AVxCe51MK'1F➢ ARFA / \ ~4Y. Dis.or a v'eoa \ I xaer - e R I PROPOSED CBS RESIDENCE TO BE BUILT ON 5TEMW LL v 1 FFE-27.00 Se x.V= BB�� g�gaYYo' \ �i.oa- 4ov gg _q € DETAIL SCALE: 1"=30' I OFFSET 1 I ET IRC M 6330 TNESS' 'CH HMARK I E N POST 1V0 1988 wa I o I J Z- �g W. K. 10'.0TFSET "PNI TNMT I s© EAST 1/4 CORNER (CALCULATED) SITE ORANGE AVENUE OKEECHOBEE ROAD LOCATION MAP NOT TO SCALE 2 LEGAL DESCRIPTION: LOT 4 OF MELLEN GROVES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 74, PAGE 4, PAGES 4 h 5, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. CONTAINING 316.159 SQUARE FEET OR 7.258 CARES. MORE OR LESS. SURVEY REPORT: 1. THIS IS A BOUNDARY SURVEY AS DEFINED IN CHAPTER 5J-17.050(10)(0-k), FLORIDA ADMINISTRATIVE CODE. 2. SURVEY BASED ON THE PLAT OF MELLEN GROVES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 74. PAGE 4, PAGES 4 8:5, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. 3. LEGAL DESCRIPTION WAS FURNISHED CLIENT. 4. BEARING BASIS: S89'58M 18"W ALONG THE SOUTH PROPERTY LINE. 5. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 6. THIS SITE LIES WITHIN FLOOD ZONE "X ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C0155 J. EFFECTIVE DATE 2-16-12. 7. FLOOD ZONE SHOWN HEREON IS AN NTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. B. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN PERFORMED BY ALEXANDER J. PIAZZA PSM, INC. 9. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR PURCHASE OF LAND AND FALLS WITHIN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-17. 051(15)(b)(ii), FLORIDA ADMINISTRATIVE CODE. ALL FIELD -MEASURED CONTROL MEASUREMENTS EXCEEDED 1:5000 FEET ACCURACY REOU IREMENTS FOR THIS CLASSIFICATION. 10. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORI DA LICENSED SURVEYOR AND MAPPER. 11. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 72. THIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. PREPARED FOR: ESTEBAN A. RAMOS do MARY F. RAMOS TREASURE COAST TITLE d: ESCROW CH I CAGO TITLE INSURANCE COMPANY 13. Cc? COPYRIGHT 2018 BY ALEXANDER J. PIAllA PSM, INC. HE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. THIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAZZA PSM, INC. ALEXANDER,J PIAZZA PSM, INC. 2-05-21 Alexander J DATE OF FIELD SURVEY: 4-11-18 zllocuaoo �sxcnrnooai Piazza ...� "P DATE OF SURVEY: 4-11-18 si 1?zria.woa ALEXANDER J-, PIAZZAe z" PROFESSIONAL SURVEYOR AND MAPPER CITC DI A AI FLORIDA CERTIFICATENo.6330 ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping • Consulting 619 SW Biltmore Street ® Port St. Lucie, Florida 349B3 Phone: (772) 340-7770 LB%7280 Fox: (772) 340-2250 BOUNDARY SURVEY 1071 S. HEADER CANAL ROAD AS PREPARED FOR ESTEBAN A. & MARY F. RAMOS CAD K:\MECCA FARMS\RAPTOR GROVE\DW3\18-3808.DWG REF K:\MECCA FARMS\RAPTOR GROVE\DWG\16-233BMG.DNG FLO CJM / RP FB. PC. JOB 18-3808 5-02-21 ADD CL ROAD ANNOTATION PER SLC AJP OFF CJM DATE 4-11-18 3-19-21 ADD PROPOSED RESIDENCE AJP DATE: REVISIONS: BY: CKD AJP SHEET 1 OF 1 DWG D-0963