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HomeMy WebLinkAboutSurveySHEET 2 OF 2+, SURVEY DETAILS),'— ----------- SURVEY NOT COMPLETE WITHOUT ALL SHEETS LEGAL DESCRIPTION: o ' JOB NUMBER: 2004-182 OVERALL PARCEL COMMENCINGATTHE NORTHEAST CORNER OFSECTIONV.9 TOWNSHIP34SOUTH'' FIELD 'WORK, DATE: 05/11/2020 RANGER 39 EAST, ST. LUCIE COUNTY, FLORIDA; THENCE=RUN S 0 32'S1 "W ALONG T�E o } EAST LINE OFSECTION9,ADISTANCE OF2720.53'TO'A,'POINT,•THENCE"RUNN PROPERTY ADDRESS: 8927'09"W,ADISTANCE OF70.00'TOTHE POINT OFBEGINNING;FROM SAID POINT OF 0 JOHNSTON ROAD, FORT PIERCE, 34951 BEGINNING, RUN N89°05'28"W,ADISTANCE OF1219.66'TOAPOINT; THENCE RUN S PARCEL # 1309-411-0001-000-0 0°14'49"E, A DISTANCE OF 199.74' TO A POINT; THENCE RUN S 89'05,25"IE, A DISTANCE OF 1216.89' TO A POINT, • THENCE RUN N 0 32'51 "E, A DISTANCE OF 199.72' TO THE POINT OF: BEGINNING. FLOOD INFORMATION: PANEL NUMBER' 12111 CO070J SAID LAND CONTAINS 5.58 ACRES, MORE OR LESS. FIRM DATE: FEBRUARY 16, 2012 FLOOD ZONE: X PARCEL 1 AFTER SPLIT BASE FLOOD ELEVATION: NA COMMENCING AT THE NORTHEAST CORNER OFSECTION 9, TOWNSHIP 34 SOUTH, COMMUNITY NAME: ST. LUCIE COUNTY RANGER 39EAST, ST. LUCIE COUNTY, FLORIDA; THENCE RUN S032'51"W,ALONG THE COMMUNITY NUMBER: 120285 EAST LINE OFSECTION 9, A DISTANCE OF 2720.53' TO A POINT; THENCE RUN N 89 27'09" W, A DISTANCE OF 70.00' TO THE POINT OF BEGINNING; FROM S41D POINT of AERIAL PHOTOGRAPH BEGINNING, RUN N 89°05'28" W, A DISTANCE OF 1219.66' TO A P01.1VT; THENCE RUN S 0°14'49"E, A DISTANCE OF 199.74' TO A POINT; THENCE RUN S 89°05'25"E, A DISTANCE OF 635.14' TO A POINT; THENCE RUN N 032'51 "E, A DISTANCE OF 150.00' TO A POINT; THENCE RUN S 89 °0528" E, A DISTANCE OF 481.75' TO A POINT; THENCE RUN S 032'51 " W, A DISTNACE OF 10.28' TO A POINT; THENCE RUN S 89 °5'28 "E, A DISTANCE OF 100.00' TO A POINT; THENCE RUN, N 032'51" E, A DISTANCE OF 60.00' TO THE POINT OF BEGINNING. SAID LAND CONTAINS 3.60 ACRES, MORE OR LESS. .,w= PARCEL 2 AFTER SPLIT COMMENCING AT THE NORTHEAST CORNER OF SECTION 9, TOWNSHIP 34 SOUTH, RANGER 39 EAST, ST LUCIE COUNTY, FLORIDA; THENCE RUNS 0 32'51 "IN, ALONG THE EAST LINE OFSECTION 9, A DISTANCE OF 2920.25' TO A POINT; THENCE'RUN N 8927'09" W, A DISTANCE OF 70.00' TO THE POINT OF BEGINNING; FROM SAID POINT OF BEGINNING, RUN N 0 32 51" E, A DISTANCE OF 139.72' TO A POINT; -THENCE RUN N 89 °05'28" W, A DISTANCE OF 100.00' TO A POINT; THENCE RUN N 0 32'51 " E, A DISTANCE OF 10.28' TO A POINT; THENCE RUN N 89°05'28" W, A DISTANCE OF481.75' TO A POINT; THENCE RUNS 032'51 " W, A DISTANCE OF 150.00' TO A POINT;THENCE RUN S 89°0525" E, A DISTANCE OF 581.75' TO THE POINT OF BEGINNING. SAID LAND CONTAINS 1.98 ACRES, MORE OR LESS, FFE = FINSHED FLOOR ELEVATION PCC = POINT, OF COMPOUND CURVATURE { t; SURVEYORS LEGEND LINETYPES i 1 FIP FOUND IRON PIPE PCP =PERMANENT CONTOL POINT 9 t12 a% A/C = AIR CONDITIONING FIPC = FOUND IRON PIPE AND CAP POB = POINT OF BEGINNING = BOUND1jRY�LINE BB = BEARING BASIS FIR = FOUND IRON ROD POC = POINT OF COMMENCEMENT + " BFP = BACKFLOW PREVENTER •FIRC = FOUND IRON ROD AND CAP PP = POOL PUMP , Q, S�RUCTIJI RE LINE} BLDG = BUILDING FN = FOUND NAIL PRC = POINT OF REVERSE CURVATURE - .. — .. —" CPTEALINE BLK = BLOCK FN&D = FOUND NAIL AND DISC PRM = PERMANENT REFERENCE MONUMENT �tr t BM = BENCHMARK' FND = FOUND PT = POINT OF TANGENCY - — I�. — EASEMENT LINE F C = CURVE FPK = FOUND PK NAIL R = RADIUS--o--o-- FENCE LINNE I 1TI r CAN = CABLE T.V. RISER FPKD = FOUND PK NAIL AND DISC RNG = RANGE i ti'1- '- 1 CB = CATCH 'BASIN •.FRRSPK = FOUND RAILROAD SPIKE R/W = RIGHT OF WAY 0 D LbTI LINE ,a CL = CENTERLINE GAR = GARAGE S = SEPTIC CLF = CHAIN LINK FENCE HYD = FIRE HYDRANT SEC = SECTION 'SYMBOLS I ::.I CLP = CONCRETE LIGHT POLE ID = IDENTIFICATION SIR = SET IRON ROD AND CAP ,"' Q c3_ _ CONC = CONCRETE L = LENGTH SPKD = SET PK NAIL AND DISC = FIRE HYDRANT ��-CAT.CH BASIN CP = CONTROL -POINT LR'#�=J LICENSED BUSINESS SV = SEWER VALVE -- CPP = CONCRETE POWER -POLE LS' # = LICENSED SURVEYOR TBM = TEMPORARY BENCHMARK ®_ WATER METER Q =SANITARY MANHOLE D =DEED M MEARSURED TOB = TOP OF BANK "i OF = DRAINFIELD MB MAP BOOK TWP TOWNSHIP �= POWER POCE� Q CABLE T.V., SERVICE ELEV =ELEVATION MES•= MITERED END .SECTION TR =TELEPHONE RISER ©= GAS SERVICE' 4®-••ELEJ TRIC SERVICE EM = ELECTRIC METER MH'= MANHOLE TYP = TYPICAL -� ,. EOW = EDGE OF WATER MLP = METAL LIGHT POLE WIT = WITNESS= LIGHT POLEr;: f® �TELlEPHONE SERVICE EP =EDGE OF PAVEMENT v OHW = OVERHEAD WIRES WLP = WOOD LIGHT POLE -,, _• I ; `! WM WATER METER WELL - DRAINAGE' MANHOLE F = FIELD PvR=. PLAT ®_ ;7 ) 1 FCM = FOUND CONCRETE MONUMENT PB,'= PLAT BOOK WPP WOOD POWER POLE -� == i FDH = FOUND DRILL HOLE PC = POINT OF CURVATURE WV = WATER VALVE $ = BENCHMARK ;Q _'SANITARY:SERVICE SURVEYOR'S NOTES 1. UNDERGROUND UTILITIES, BUILDING FOUNDATIONS, AND OTHER UNDERGROUND FIXED IMPROVEMENTS WERE NOT LOCATED, UNLESS=OT14ERWISE { INDICATED. TO THE EXTENT THAT THIS TYPE OF INFORMATION IS SHOWN, IT IS, SHOWN SOLELY ON THE BASIS OF SURFACE INDICATIONS OBSERVED BY THE SURVEYOR AND MAY NOT BE -.COMPLETE. ',` '• , 1 1 , 2. JURISDICTIONAL WETLANDS AND ENDANGERED OR THREATENED SPECIES HABITAT, IF ANY, THAT MAY EXIST ON OR AROUND THE SURVEY'SITE WERE; NOT DETERMINED OR LOCATED. I 3. THE SURVEY DATE IS THE FIELD DATE SHOWN IN THE TITLE BLOCK, NOT THE SIGNATURE DATE. 4. THIS SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ELECTRONIC OR ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 5. FENCES SHOWN ON SURVEY ARE FOR ILLUSTRATIVE PURPOSES ONLY. FENCE TIES SHOWN ARE RELATIVE TO THE CENTER OF SAID FENCE. THE SURVEYOR WILL NOT BE RESPONSIBLE FOR DAMAGES RESULTING FROM THE REMOVAL AND/OR CHANGES TO ANY FENCES UNLESS THE SURVEY WAS PROVIDED SPECIFICALLY FOR FENCE LOCATION PURPOSES. 6. PROPERTY LINES AND OR IMPROVEMENTS SHOWN WERE PHYSICALLY LOCATED BY FIELD SURVEY. 7. MONUMENTS FOUND OR SET ARE SHOWN, CALCULATED LINES4t,;ND INFORMATION IS NOTED BY (C). 8. COMPUTATIONS OF LINES AND OR DATA NOT FOUND ARE SHO AS (C).? 9. ACCURACIES OBTAINED IN THIS SURVEY IS GREATER THAN (RURAL) 1' IN 5000', (SUBURBAN) 1' IN 7500', (COMMERCIAL) V IN 10,000'. 10. PRIOR TO `SURVEY INFORMATION OBTAINED WAS LEGAL DESCRIPTION FROM CLIENT OR -FROM PUBLICLY PUBLISHED COUNTY TAX COLLECTOR SITE, RECORDED PLATS AND. OR' SECTION CORNER RECORDS IF APPLICABLE. 11. IF ONLY A DIGITAL SURVEY COPY IS REQUIRED A SURVEY REPORT WILL BE PLACED IN FILE. THE DIGITAL SURVEY IS NOT FULL AND COMPLETE WITHOUT THE SUR_V EPORT FILE. ,, b "= :H SURVEYOR'S SIGNATURE `�'' CERTIFIED TO: NOT VALID',W7THOOT THE SIGNATURE'ANDiORIGINAL RAISED SEAL OR ELECTRONIC SEAL OF THE FLORIDA ADAIR GARCIA LICENSED Sl1RV_EYOR BELOW. THE SURVEYOR HEREBY CERTIFIES THAT THE ELECTRONIC SIGNATURE AND SEAL HEREON MEETS PROCEDURES SET,FORTH IN CHAPTER 5J-17.062 OF THE FLORIDA ADMINISTATIVE CODE, PU UANT TO SECTION 472.025, FLORIDA-STATUTES. THE SURVEYOR HEREBY CERTIFIES THAT THIS SURVFfT2 MEETS THE STANDARDS OF PRACTICE FOR SURVEYS, SET FORTH BY THE FLORIDA,BOARD OF SURVEY RS AND MAPPERS IN CHAPTER 5J-17.051 AND 5J-17.052 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, Y �XNOW IT NOW, INC. PROFESSIONAL, SURVEYING AND MAPPING BILL HYATT ,;41 DATE MAPPER ,5220 'US HIGHWAY 1, #140 `® SURVEYOR AND #4636 VERO _BEACH, FL 32967 STATE OF FLORIDA PHONE -. (888) 396-7770 WWW.KINSURVEYORS.COM , FLORIDA BUSINESS CERTIFICATE OF AUTHORIZATION NUMBER LB 6912 SHEET 1 OF 2 (SURVEY SKETCH). -------------'•SURVEY NOT COMPLETE WITHOUT ALL SHEETS MAP OF BOUNDARY SURVEY PREPARED FOR ADAIR GARCIA (_O H U N U PARCEL ID: I 1> ' 1309-411-0001-000-0 Gee % PARCE 1 7, 2.93 SQ. F (� 3.60LE C1 Y ` x' x CD_ X x'�,* I I O F_ PROPOSED WC7P O — j4 n ' IOm x e o a� ti O X o 'x' 0 O O 1 , 20 .Q . ///per' OSED J` �o VI i, V i CL c ETACHED GARAG PROPOSED n w_ 2.0' O CA �4W • PROPOSED WELLAlp • X x I� �1p2 1°i �� A o� x' oh 'r; ' WATERLINE O Y O ,r L4 10 20s 3,3�� X c O 20. cv iD D ROP D �LLJ V J •0 T '� 1 ONE R NCE� O a v II P OPO / 220rri nn L_I U) D C = 00 O-u ea5/ .0 in �r ro Leas swx mNrc 2ts 2pS ' 1 21s vo m AM CD, ' o 50 (n NO.32'51' ' O - SORB CID 0 SRO .1/2• � SRC 1/2' (LB SB12) °i I 2' 'E GB d912) ' P.O.B.loillil PARCEL 270' FORT PIERCE FARMS WA $ oID BEARING 'V CONTROL DISTRICT CANAL 13 o. BASIS (70' R/W) • D 0.3 'S ' m N, — Q q SI � X 2.51'W 72020.53' J oOR22' ASPHALT l�7ADWAY POC % tip?' ygoP NE CORNER OF JOHNSTON ROAD SECTION NINE BUILDING DETAIL & (60-70' VARYING R/V) GRAPHIC SCALE 0 1 „ = 40' 40' NOTES: ELEVATION NOTES: NORTH ARROW & ALL BEARINGS AND DISTANCES SHOWN ARE RECORD AND ALL ELEVATIONS SHOWN ARE BASED UPON NORTH AMERICAN GRAPHIC SCALE MEASURED, UNLESS OTHERWISE SHOWN. VERTICAL DATUM OF 1988'(NAVD'88). P.U.&D.E. = PUBLIC UTILITY AND DRAINAGE EASEMENT. PROPOSED FINISHED FLOOR ELEVATION IS SUBJECT TO CHANGE BEARINGS ARE BASED UPON THE RECORD BEARING FOR THE EASI PER HEALTH DEPARTMENT. O, 1" = 150' 150' LINE OF SECTION NINE. THE ORIGINATING BENCHMARK FOR ALL ELEVATIONS OF THIS PERMIT NUMBER AND CONTACT SURVEY IS NGS BM (D14001) "A 645" WITH AN ELEVATION OF }' 19.28 NAVD'88. N/A E)OSTING ELEVATION— 'E�PROPOSED ELEVATION=\20.00 DRAINAGE ARROW JOBj' ,2004-182 REVISION — SITEPLAN 9.8.20 KNOW I T NOW) I N C. WEI'DATE? - 05/11/2020 REVISION - PROFESSIONAL SURVEYING AND MAPPING 5220 US HIGHWAY 1, #104 VERO BEACH, FL 32967 PHONE — (888) 396-7770 WWW.KINSURVEYORS.COM N REVI§IONS- COUNTY COMMENTS 6.26.20 REVISION - REVISION - COUNTY COMMENTS 7.10.20 REVISION - REVISION - COUNTY COMMENTS 8.4.20 REVISION - REVISION - COUNTY COMMENTS 8.19.20 REVISION - FLORIDA BUSINESS CERTIFICATE OF AUTHORIZATION NUMBER LB 6912 SHEET 2 OF 2, SURVEY DETAILS ------------ .SURVEY NOT COMPLETE WITHOUT ALL SHEETS LEGAL DESCRIPTION: JOB NUMBER: 2004-182 COMMENCING AT THE NORTHEAST CORNER OF SECTION 9, , TOWNSHIP34 SOUTH, RANGER 39 EAST, ST. LUCIE COUNTY, FIELD WORK DATE: 05/11 /2020 FLORIDA; THENCE RUN S 0°32'51 "W,,ALONG THE EAST LINE OF SECTION 9, A DISTANCE OF 2720.53' TO A POINT; THENCE RUN N PROPERTY ADDRESS: 89°27'09" W, A DISTANCE OF 70.00' TO THE POINT OF BEGINNING; 0 JOHNSTON ROAD, FORT PIERCE,, 34951 FROM SAID POINT OF BEGINNING, RUN N 89°0528" W, A PARCEL # 1309-411-0001-000-0 DISTANCE OF1219.66'TOAPOINT; THENCE RUN SO'14`49-E,A FLOOD INFORMATION: DISTANCE OF 199.74' TO A POINT, THENCE RUNS 89-0525" E, A PANEL NUMBER: 121.11 CO070J DISTANCE OF 635.14' TO A POINT; THENCE RUN N 0032'51 "E, A FIRM DATE: FEBRUARY 16, -2012 'DISTANCE OF 150.00' TO A POINT; THENCE RUNS 89'0528" E, A FLOOD ZONE: X DISTANCE OF481.75' TO A POINT; THENCE RUN S 0'32'51" W, A BASE FLOOD ELEVATION: NA DISTNACE OF10.28' TO A POINT; THENCE RUNS 89'5'28"E, A COMMUNITY NAME: ST. LUCIE COUNTY DISTANCE OF100.00' TO A POINT; THENCE RUN N 0'32'51"E, A COMMUNITY NUMBER: 120285 AERIAL, PHOTOGRAPH DISTANCE OF 60.00' TO THE POINT OF BEGINNING. SAID LAND CONTAINS 3.60 ACRES, MORE OR LESS. SURVEYOR'S LEGEND FFE = FINSHED FLOOR ELEVATION PCC = POINT OF COMPOUND CURVATURE LINETYPES FIP = FOUND IRON PIPE PCP = PERMANENT CONTOL POINT A/C = AIR CONDITIONING FIPC = FOUND IRON PIPE AND CAP POB = POINT OF BEGINNING = BOUNDARY LINE BB = BEARING BASIS FIR = FOUND IRON ROD POC = POINT OF COMMENCEMENT BFP = BACKFLOW PREVENTER FIRC = FOUND IRON ROD,AND CAP PP = POOL PUMP = STRUCTURE LINE BLDG = BUILDING FN = FOUND NAIL PRC = POINT OF REVERSE CURVATURE - .. - .. -= CENTERLINE BLK = BLOCK FN&D = FOUND NAIL AND DISC PRM = PERMANENT REFERENCE MONUMENT BM = BENCHMARK FND = FOUND • PT = POINT OF TANGENCY - - - - -= EASEMENT LINE C = CURVE FPK = FOUND PK NAIL R = RADIUS-a--a--o-= FENCE LINE CAN = CABLE T.V. RISER FPKD = FOUND PK NAIL AND DISC RNG = RANGE CB = CATCH BASIN FRRSPK = FOUND RAILROAD SPIKE R/W = RIGHT OF WAY --------------= OLD LOT LINE CL = CENTERLINE GAR = GARAGE S = SEPTIC CLF = CHAIN LINK FENCE HYD =,FIRE HYDRANT SEC = SECTION SYMBOLS CLP = CONCRETE LIGHT POLE ID = IDENTIFICATION SIR = SET IRON ROD AND CAP CONC = CONCRETE L = LENGTH SPKD = SET PK NAIL AND DISC= FIRE HYDRANT ®= CATCH BASIN CP = CONTROL POINT LB # = LICENSED BUSINESS SV = SEWER VALVE CPP = CONCRETE POWER POLE LS # = LICENSED SURVEYOR TBM = TEMPORARY BENCHMARK ®= WATER METER 0 =SANITARY MANHOLE D = DEED M="MEARSURED TOB = TOP OF BANK DF = DRAINMELD MB.= MAP BOOK TWP = TOWNSHIP �= POWER POLE ®= CABLE T.V. SERVICE ELEV = ELEVATION MES = MITERED END SECTION TR = TELEPHONE RISER Q = GAS SERVICE ® = ELECTRIC SERVICE EM = ELECTRIC METER MH = MANHOLE TYP = TYPICAL EOW = EDGE OF WATER MLP = METAL LIGHT POLE WIT = WITNESS LIGHT POLE = TELEPHONE SERVICE EP EDGE OF PAVEMENT CHIN = OVERHEAD WIRES WLP = WOOD LIGHT POLE F = FIELD P = PLAT WM = WATER METER ®= WELL DRAINAGE MANHOLE 1y0,` FCM =FOUND CONCRETE MONUMENT PS =PLAT BOOK WPP = WOOD POWER POLE FDH = FOUND DRILL HOLE PC = POINT OF CURVATURE WV =WATER VALVE '8fi tAMARK "" Q = SANITARY SERVICE SURVEYOR'S NOTES 1. UNDERGROUND UTILITIES, BUILDING FOUNDATIONS, AND OTHER UNDERGROUND FIXED IMPROVEMENTS WERE NOT LOCATED, UNLESS OTHERWISE INDICATED. TO THE EXTENT THAT THIS TYPE OF INFORMATION IS SHOWN, IT IS SHOWN SOLELY ON THE BASIS OF SURFACE INDICATIONS OBSERVED BY THE SURVEYOR AND MAY NOT BE COMPLETE. 2. JURISDICTIONAL WETLANDS AND ENDANGERED OR THREATENED SPECIES HABITAT, IF ANY, THAT MAY EXIST ON OR AROUND THE SURVEY SITE WERE NOT DETERMINED OR LOCATED. 3. THE SURVEY DATE IS THE FIELD DATE SHOWN IN THE TITLE BLOCK, NOT THE SIGNATURE DATE. 4. THIS SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE.SIGNATURE AND THE ELECTRONIC OR ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 5. FENCES SHOWN ON SURVEY ARE FOR ILLUSTRATIVE PURPOSES ONLY. FENCE TIES SHOWN ARE RELATIVE TO THE CENTER OF SAID FENCE. THE SURVEYOR WILL NOT BE RESPONSIBLE FOR DAMAGES RESULTING FROM THE REMOVAL AND/OR CHANGES TO ANY FENCES UNLESS THE SURVEY WAS PROVIDED SPECIFICALLY FOR FENCE LOCATION PURPOSES. 6. PROPERTY LINES AND OR IMPROVEMENTS SHOWN WERE PHYSICALLY LOCATED BY FIELD SURVEY. 7. MONUMENTS FOUND OR SET ARE SHOWN, CALCULATED LINES AND INFORMATION IS NOTED BY (C). 8. COMPUTATIONS OF LINES AND OR DATA NOT FOUND ARE SHOWN AS (C). �9. ACCURACIES OBTAINED IN THIS SURVEY IS GREATER THAN (RURAL) 1' IN 5000', (SUBURBAN) 1' IN 7500', (COMMERCIAL) 1' IN 10,000'. 10. PRIOR TO SURVEY INFORMA11ON OBTAINED WAS LEGAL DESCRIPTION FROM CLIENT OR FROM PUBLICLY PUBLISHED COUNTY TAX COLLECTOR SITE, RECORDED PLATS AND OR SECTION CORNER RECORDS IF APPLICABLE. 11. IF ONLY A DIGITAL SURVEY COPY IS REQUIRED A SURVEY REPORT WILL BE PLACED IN FILE. THE DIGITAL SURVEY IS NOT FULL AND COMPLETE WITHOUT THE SURVEY REPORT FILE. SURVEYOR'S SIGNATURE CERTIFIED TO: NOT VALID WITHOUT THE SIGNATURE AND -ORIGINAL RAISED -SEAL OR ELECTRONIC SEAL OF THE FLORIDA ADAIR GARCIA LICENSED SURVEYOR BELOW. THE SURVEYOR HEREBY CERTIFIES THAT THE ELECTRONIC SIGNATURE AND SEAL HEREON MEETS PROCEDURES SET FORTH IN CHAPTER SJ-17.062 OF THE FLORIDA ADMINISTATIVE CODE, PURSUANT TO SECTION 472.025, ,FLORIDA STATUTES. THE SURVEYOR HEREBY CERTIFIES THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE FOR SURVEYS, SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 5J-17.051 AND 5J-17.052 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. j KNOW IT NOW, INC. BILL ----0HYADATE PROFESSIONAL. SURVEYING AND MAPPING 5220 US HIGHWAY 1,_ #140 • SURVEYOR AND MAPPER . #4636 WEIRG BEACH, FL 32967 STATE OF FLORIDA PHONE - (888) 39-6-7770 WWW.KINSURVEYORS.COM 0 FLORIDA BUSINESS CERTIFICATE OF AUTHOR12ATION NUMBER LB 6912 SHEET 1 OF.2 (SURVEY SKETCH) ------------ SURVEY NOT COMPLETE, WITHOUT ALL SHEETS MAP OF BOUNDARY SURVEY PREPARED FOR ADAIR GARCIA � HK OA PR. PROPOSED PARCEL POND 1 1309-411-0001-000-0 14 GB aa,a1 PARCEI. 1 oA SQ. Fr. = 157,062.93 X (3.60' C), 13' 14 1155K• OAK 1 if W X PALM C 12 0' PALM 1O .13 CA „ °° 12 ti PALI/ 0 x , �e° ' �� 13" X 0 ,5'. OAK OAK 1 v PROPOS D OAK CDp POND 0 OAK ; CA 10 16; 012' IU. PALM I N 13•-12' )C PALM D to OAK OAK n r x% OAK � 0 m X 13" a 0 p - ,,.SOAK 12' I I WMWALM OA K � I a R�SED 1377 o CA ETACHED GARAGE PROPOSED ° - 1�co -�- 1� -° OAK ~ x� PROPOSED , WELL 1 % 1 tiAp %AO I n x o R X eas 2LS 7 7 13 ° � 0 - 150.00' y 1 O WATER LINE 0 3,3 1r o.. 2 4' FORCH < 15' CAP LLJ L ROP D ONE ST CBS / / } L/ / I RES ENCE J �OPO 22 0 O - n im 2� 3.3 ail � � Q �O y 24 oFROM 2w CrED C NO.32'S1'E - 1026 16' C G O� 00 S SRC ,/a• (( B°CY1a) NO 8' 11E G>3 N Y , 70' FORT PIERCE FARM!cf BEARING P. IS CONTROL DISTRICT #8Ij- (70' R/W)NO.32'51'E 19rT , ; SO'32'51'W 2720.53' .oR22' ASPHALT f)ADWAY POC \ ,� le �q!I° NE CORNER OF HNS JOTON ROAD SECTION NINE BUILDING DETAIL & (50-70' VARYING R/W) GRAPHIC SCALE 0 40 1 ' „ = 40' NOTES: ELEVATION NOTES: NORTH ARROW & ALL BEARINGS AND DISTANCES SHOWN ARE RECORD AND ALL ELEVATIONS SHOWN ARE BASED UPON NORTH AMERICAN GRAPHIC SCALE MEASURED, UNLESS OTHERWISE SHOWN. VERTICAL DATUM OF 1988 (NAVD'88). P.U.&D.E. = PUBLIC UTILITY AND DRAINAGE EASEMENT. PROPOSED FINISHED FLOOR ELEVATION IS SUBJECT TO CHANGE. °' 150' BEARINGS ARE BASED UPON THE RECORD BEARING FOR THE EASI PER HEALTH DEPARTMENT. 1" = 150' LINE OF SECTION NINE. THE ORIGINATING BENCHMARK FOR ALL ELEVATIONS OF THIS PERMIT NUMBER AND CONTACT SURVEY IS NGS BM (DI4001) "A 645" WITH AN ELEVATION OF (� / C70 19.28 NAVD'88. N/A E70STING ELEVATION- 7P PROPOSED ELEVATION- \20.00 DRAINAGE ARROW JOB - 2004-182 REVISION - SITEPLAN 9.8.20 KNOW IT NOW, INC. FIELD DATE - 05/11/2020 REVISION - ADD TREES 11.13.20 PROFESSIONAL SURVEYING AND MAPPING 5220 US HIGHWAY 1, #104 • VERO BEACH, FL 32967 PHONE - (888) 396-7770 WWW.KINSURVEYORS.COM • REVISION - COUNTY COMMENTS 6.26.20 REVISION - REVISION - COUNTY COMMENTS 7.10.20 REVISION - REVISION - COUNTY COMMENTS 8.4.26 REVISION - REVISION - COUNTY COMMENTS 8.19.20 REVISION - FLORIDA BUSINESS CERTIFICATE OF AUTHORIZATION NUMBER LB 6912 SHEET 1 OF_2 (SURVEY SKETCH) — MAP OF BOUNDARY SUR' ------- SURVEY NOT COMPLETE WITHOUT ALL SHEETS 'REPARED FOR ADAIR, GARCIA PARCEL ID: 1309-411-0001-000-0 JUHNS'1'UN itUA1J (60-70' VARYING R/W) BEARING BASIS SO'32'51'W 2720.53' POC NE CORNER OF SECTION NINE HUNU 1>ld n x ti of 0 F- 0 o x 0 0 PL° I' /ROPOSED/ ,DETACHED GARAGI PROPOSED 4 PROPOSED /FF5, 22. 0 WELL WATER i eos LINE 72-A Wm 1> � 21.0 x Co X x BUILDING DETAIL & GRAPHIC SCALE 0 1 „ = 40' 40' 2 —41,3' Cq NOTES: ELEVATION NOTES: NORTH ARROW & ALL BEARINGS AND DISTANCES SHOWN ARE RECORD AND ALL ELEVATIONS SHOWN ARE BASED UPON NORTH AMERICAN GRAPHIC SCALE MEASURED, UNLESS OTHERWISE SHOWN. VERTICAL DATUM OF 1988 (NAVD'88). P.U.&D.E. = PUBLIC UTILITY AND DRAINAGE EASEMENT. PROPOSED FINISHED FLOOR ELEVATION IS SUBJECT TO CHANGE BEARINGS ARE BASED UPON THE RECORD BEARING FOR THE EAS PER HEALTH DEPARTMENT. 0' 1„ = 150, 150' LINE OF SECTION NINE. THE ORIGINATING BENCHMARK FOR ALL ELEVATIONS OF THIS SURVEY IS NGS BM (D14001) "A 645" WITH AN ELEVATION OF PERMIT NUMBER AND CONTACT 19.28 NAVD'88. N/A e0,0o EXISTING ELEVATION XaS' PROPOSED ELEVATION-� DRAINAGE ARROW �----�- JOB {j - 2004-182 REVISION - SITEPLAN 9.8.20 KNOW I T NOW,. INC. FIELD DATE - 05/11/2020 REVISION - REVISION - COUNTY COMMENTS 6.26.20 REVISION — PROFESSIONAL SURVEYING AND MAPPING REVISION - COUNTY COMMENTS 7.10.20 REVISION — 5220 US HIGHWAY 1, #104 REVISION - COUNTY COMMENTS 8.4.20 REVISION - VERO BEACH, FL 32967 REVISION - COUNTY COMMENTS 8.19.20 REVISION - PHONE — (888) 396-7770 FLORIDA BUSINESS CERTIFICATE OF AUTHORIZATION NUMBER LB 6912 WWW.KINSURVEYORS.COM