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HomeMy WebLinkAboutSURVEYSV O BOUNDARY & TOPOGRAPHIC SURVEY 7� Z >: W LOCATED IN SECTION 18 TOWNSHIP 35 SOUTH RANGE 39 EAST q Z a o o 2 � SECTIONi d > > 7 % CORNER �"1 Q LESN 46.18' 4700p NODID" IP ad CO ui a Nqq STREET ADDRESS 9, �• N U UNASSIGNED PULITZER ROAD, FORT PIERCE, FL 34945 W O y o. W ORANGE AVENUE '., W L z O W O U IL ? W W W � SITE �� � o 00 J. MIRANDA aDp9 Z W PULITZER ROAD O Q Z y co 2318-111-0002-000-7 J E N Q ~ N i EE N �Z Z W x> o OICEE 712 WHITE CITY ROAD Q 0� _w� FND 4X4" CM W ^ NO ID N BENCHMARK O LU Z N Gj 4' FARM FENCE '�' 'l A1A Y h ELEV = 23.29' 4' FARM FENCE �' D�•` LL ... FND RAIL ROAD SPIKE 2' 1.7' OVER LINE 2 q, �� IN CUT OUT OF 2 SET 5/8" IRC 0.45' OVER LINE NORTH LINE OF THE SE Y4 OF THE NE Y4 OF SECTION 18, TOWNSHIP 35 SOUTH, RANGE 39 EAST SET 5/8" IRC �L O LL Z W C/L SHINN ROAD LS # 4971 LB # 7903 I ° Z 1243.54'm 25co z TMESS CORNER 2� BASE BEARING ZR BENCHMARK x q, �3' PRIMA VISTA BLVD. i1 00 O - - - - - 2 S 89° 6'04" E 1272.06' 2ti• ELEV = 23.72' `T46. 0' 4 .00 1318.06' - S 89036'04" E SET 5/8" IRC _ _ _ C�- - - - - - LB # 7903 1� - - - - OPEN DITCH _ _ _ - ,ti• 2' S 8 °3" NOOID" IP d LOCATION MAP OPEN DITCH; G. CRAWFORD xV h 1430 PULITZER ROAD I22 ro x 2317-232-0010-000-5 O' 100' zoo' aoo' I4'FGLEARNGE x222 x22� o III �' N I22 LEGAL DESCRIPTION x �. x 3 m I THE FOLLOWING DESCRIBED PARCEL OF LAND SITUATE AND BEING IN SECTION 18, m x22 m TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, TO -WIT: N I of aI l o x 2p I c hT I R (i) THE SE Y4 OF THE NE Y4, LESS AND EXCEPTING THEREFROM THE FOLLOWING o I m m of DESCRIBED: x I A 1 & J. DEPALMA > II o 1510 PULITZER ROAD COMMENCE AT THE INTERSECTION OF THE WEST RIGHT OF WAY LINE OF NORTH ST. z < x I z w 2317-232-0011-000-2 III m LUCIE RIVER WATER CONTROL DISTRICT CANAL NO. 54, AND THE SOUTH LINE OF Ix I n 90 THE NE Y4 OF THE AFORESAID SECTION 18; RUN THENCE NORTH ALONG THE SAID ° aI RIGHT OF WAY 105.5 FEET TO A POINT; THENCE TURN AND RUN WESTERLY ALONG w 0 THE CENTERLINE OF AN EXISTING DITCH 1,270 FEET, MORE OR LESS, TO A POINT ~ HELENA CHEMICAL x q,m I A glz �-. z LEGEND & ABBREVIATIONS 1520 SHINN ROAD m x2 ? x lo IIn OI ON THE WEST LINE OF THE SE Y4 OF THE NE Ya OF THE AFORESAID SECTION 18; � 13 2318-131-0002-000-9 I > z I= x TURN THENCE AND RUN SOUTH 89.5 FEET TO THE SW CORNER OF THE AFORESAID n h I 6 u w A ARC LENGTH x 22R X SE Y4 OF THE NE Ya; TURN THENCE AND RUN EAST ALONG THE SOUTH LINE OF Fa > C: x2 x2 x 1 ° n THE SE Y4 TO THE WEST RIGHT OF WAY OF CANAL NO. 54 AND THE POINT OF A/C AIR CONDITIONER Ix m I g 011 A. O'BRIAN BEGINNING. BM BENCHMARK I x c 1546 PULITZER ROAD ¢ r Z =1I 12317-232-0012-000-9 (ii) THE EAST 14 FEET OF THE NORTH Y2 OF THE SW Y4 OF THE NE Y4. w w C CALCULATED FROM FIELD MEASUREMENTS x m �' I o c1 C/L CENTERLINE 2 > xl 0 n Iz (M) THAT PART OF THE S Y2 OF THE SW Y4 OF THE NE Y4 LYING EASTERLY OF ° w CM CONCRETE MONUMENT I L2 p x2Rra II wll n w 2 D LINE A" AND NORTHERLY OF "LINE B"; "LINE A" BEING DESCRIBED AS: FROM THE m SE CORNER OF THE NW Y4 OF THE SE Y4 RUN WEST 4 FEET FOR POINT OF Q CONC CONCRETE xm 0 I Z LD BEGINNING, THENCE NORTHERLY TO A POINT 14 FEET WEST OF SE CORNER OF N Y2 DEG OR DEGREE I OR = x 22 o m> I OF SW Y4 OF NE Y4 AND END OF SPECIFICALLY DESCRIBED LINE; AND "LINE B" co m cn 11 I I R. MCCUSKER BEING DESCRIBED AS: FROM SE CORNER OF THE SE Y4 OF THE NE Y4 RUN NORTH ELEV ELEVATION x� Z 22 q� 2 " 1560 PULITZER ROAD ON SECTION LINE 105.5 FEET FOR POINT OF BEGINNING, THENCE WESTERLY TO A 0 g z x2 2' 2317-232-0015-000-0 POINT 89.5 FEET NORTH OF SW CORNER OF SE Ya OF NE Ya, THENCE CONTINUE �003 FFE FINISHED FLOOR ELEVATION I m 2 Ix i h WESTERLY ON SAME LINE TO INTERSECTION WITH AFORESAID "LINE A", AND THE % 11C w w g FND FOUND I SET 5/8" IR yT 3° END OF SPECIFICALLY DESCRIBED LINE. Q O a=o ID IDENTIFICATION NUMBER x m NO ID I PNO RO L84" M Y w LL =°� n BENCHMARK 4' FARM FENCE I 260.00' # 561.81' TOGETHER WITH AND SUBJECT TO THAT CERTAIN RIGHT OF WAY EASEMENT DATED i>o IP IRON PIPE SET 5/8" IRC Iw o ELEV = 21.69' CLEAR x I Ig SEPTEMBER 6, 1968, RECORDED IN O.R. BOOK 173, PAGE 1415 OF THE PUBLIC Q U <am IR IRON ROD LB # 7903 xco z N °j FND 4X4" CM S 89°46'51" E w o = ? RECORDS OF ST. LUCIE COUNTY, FLORIDA. J () ° IRC IRON ROD &CAP I ° 2� PRM LB # 205 U W Q y Ix °�° x 22� x `v W W U D_ LB LICENSED BUSINESS Iz o x2ti I I I I Q Q w >�� LS LICENSED SURVEYOR ( x 2� x Q W ci W,W x2 = I�� ° GENERAL NOTES _ o-C M MEASURED DATA I I I I o 2 U) Q v U) LL Z Z o z MON MONUMENT o x 2� cn I a I m z 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY AS DEFINED IN FLORIDA Q Z U w °° o 2 N o > o ADMINISTRATIVE CODE (F.A.C.) 5J-17-050 AND IT'S INTENDED PURPOSE IS FOR F- W Y > > ° w N&C NAIL AND CAP cn t o x to a o a H z w>w .I x c a o THE CONSTRUCTION OF A SINGLE FAMILY HOME. Q p C'1 1J- Q N NAVD NORTH AMERICAN VERTICAL DATUM m cal I = I a o o a U z IY m o w° g 3 x o =ww 2. THE BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH LINE SE Y4 V- Q Q J J z LLJ°zz5 NGVD NATIONAL GEODETIC VERTICAL DATUM m 6 x III =o = z > o ¢ 2 LOT 1 OF THE NE Y4 OF SECTION 18, BETWEEN MONUMENTATION AS DEPICTED. F- Y 2 Q Q o a 0 NO OR # NUMBER a z (0 x22 II MD SCHIRARD ESTATES Z r to I m 2• x ;OPEN IUI Z Z I- w0o> X 2 � o(d SUBDIVISION, PHASE 1 Q O x x z- a NTS NOT TO SCALE z x w DITCH a ¢o� PLAT BOOK 46, PAGE 6-7 3. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED U J LL O c� yoz° OHP OVERHEAD UTILITIES CASSENS LAND > 1 I m i �I IZ °o Q- Q Q o o N o Y AND SHOWN HEREON. U LL. I- 0. o � SHINN ROAD ° a �n 2318-133-0001-000-8 x > F= W Z W ORB OFFICIAL RECORD BOOK I (n x22 I IXI jm 4. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS Q J U f- o 01 w1w P PLAT DATA I x w as WHICH MAY OCCUPY LANDS OF OTHERS. J J Z zx °w PG(S) PAGE(S) I ( II II I oft 5. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED } Z LL =O S OZ3w PLS PROFESSIONAL LAND SURVEYOR o, x 4' FARM FENCE I I I 0 ON THIS SURVEY, EXCEPT AS SHOWN. Q W () o o 2 POB POINT OF BEGINNING rn I CLEAR ti x W 0 w w o> � w x X?2 3 6. LANDS SHOWN HEREON WERE ABSTRACTED BY THIS OFFICE FOR U 0> z POC mow POINT OF COMMENCEMENT I I I 60.00' RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED J y z 2 PRM PERMANENT REFERENCE MONUMENT x q 2 ID x 2n� I I RESTRICTIONS AND MURPHY ACT DEEDS. U J 020 o X 2 FND NAIL & DISK 00,0 PSM PROFESSIONAL SURVEYOR AND MAPPER 22 S 89°42'39" W 22 NO ID ° ~ ¢ ¢ o 0 4.00' x2 BENCHMARK>(e1q'1,x ' 7. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE N R RADIUS LINE B ELEV. = 23.622p "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL N0. RLS REGISTERED LAND SURVEYOR O 0 PUMP 12111C 0165 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION SET 5790 IRC 2ti• 2' 2' - _ _ - - 2h' HousE CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE.R/W RIGHT-OF-WAY # 79Da 0 x2ti - - - - - - - - 2 - - 9°42'3 "W OPEN DITCHDRAWN BY; CA © WATER METER 2ti xc x = x - x - x = x = x = �c = x =� _� _ - �( x - = x = - �_ x OPEN [)I I CH-�- X A 3 8. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE FND 5" DRIVE SHAFT_ 00 nJ• v 4' FARM FENCE GATE - SHAFT 3' & AND NO ID o N x 2�` 22 22 2ti CLEAR 2p ^ 2� h AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. CHECKED BYI CA IN EDGE OF DITCH o LESS AND EXCEPT 22' �" 22 1 2 FND 36" 1 ® AT m ob' NO ID N 44°52'50" E 9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER o �� 2• I � DATES FEBRUARY 3, 2018 0 DELTA _ 1321,29' z _ _ 1321.29' S 8903543" E L 46.85' THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN UTILITY POLE S 8903543" E SOUTH LINE OF THE NE Y4 OF SECTION 18, TOWNSHIP 35 SOUTH, RANGE 39 EAST FND 5/8" IRC 18 171 1 1 CONSENT OF THE SIGNING PARTY OR PARTIES. HORZ. SCALE; 1"=100' UNREADABLE x o LOT 2 VERT, SCALE; m 10. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD N 25022'00" W 3 SCHIRARD ESTATES 2 SUBDIVISION, PHASE 1 MEASURED DATA. 36.10' I n"�' PLAT BOOK 46, PAGE 6-7 11. ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES NOT VALID WITHOUT THE SIGNATURE STANDARD AND ARE IN FEET. FLORIDA LICENSEIGINALID SED SURVEEYOR& GLOBAL POSITIONING SYSTEM (GPS) NOTES MAPPER. 4 z 12. ELEVATIONS, IF SHOWN, ARE IN U.S. STANDARD FEET AND DECIMALS 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING A TWO NAVAJO GROVES e o N THEREOF AND ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. SHINN ROAD2318-134-0040-000-6 o q (NAVD) OF 1988, REFERENCE BENCHMARK ST. LUCIE COUNTY "BARB" WITH AN Y " ELEVATION OF 21.72'. SEAL 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING 4 13. THE VERTICAL TARGET ACCURACY FOR THIS BOUNDARY AND MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. TOPOGRAPHIC SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED C ARLES ARNOLD 14. THE LAST DATE OF FIELD WORK WAS JANUARY 31, 2018. PROFESSIONAL SURVEYOR & MAPPER USING CARLSON SURVEY 2018. FLORIDA UCEN N0.4971 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS SCANNED RIN DAT MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE BY St. Lucie Count (F.A.C.) 5J-17-051. I Y FND 4X4" CM SHEET 1 OF 1 PRM LB # 205 / PROJECT N0. 18-504 V O BOUNDARY & TOPOGRAPHIC SURVEY �� oc 0 W LOCATED IN SECTION 18 TOWNSHIP 35 SOUTH RANGE 39 EAST p� SECTION \° A1A �= (� a -��° > > 7 i CORNER 46. 0'14 .DOQ FND 1• IP m LL R INaJ 18 17 NO ID LLF 81 ��6' I v ? v STREET ADDRESS UNASSIGNED PULITZER ROAD, FORT PIERCE, FL 34945 W a ° `W` ORANGE AVENUE >. W H U! / Q o K o O > LL W IL 5 A w co SITE a In04 o cn J. MIRANDA a0P° N 2 �/� W } " TE PULITZER ROAD V/ ��V Z y 00 S o 2318-111-0002-000-7 J to Q N OQ O OKEEC 712 WHITE CITY ROAD °+ Q 2 (Q FIND 4X4" CM I QO� J NO IDN Q y> N BENCHMARK W Z N ELEV = 23.29' 4' FARM FENCE 4' FARM FENCE �1' �1. A1A O LL i .~... FND RAIL ROAD SPIKE 2 1.7' OVER LINE 2 q, �' O IN CUT OUT OF 2 SET 5/8" IRC 0.45' OVER LINE NORTH LINE OF THE SE Y4 OF THE NE Y4 OF SECTION 18, TOWNSHIP 35 SOUTH, RANGE 39 EAST SET 5/8" IRC a� �G O J Z W C/L SHINN ROAD LS # 4971 p BASE BEARING LB # 7903 It,�,,6 p (n Z M LL c� WITNESS CORNER BENCHMARK 2�J' PRIMA VISTA BLVD. A EZ cco o Z �✓ — — 1243.54'm — — 25' E of CM Q2 S 89° 6-04" E 1272.06' Z1� ELEV = 23.72' ". 0' 4.0 ' r2 y 1 a = 1318.06, S 89036*04" E SET 5/8" IRC LB # 7903 — - — — — — S 8 °3�' FND 1" IP d X ° OPEN DITCH — _ 'ti' r1l NO ID Zti' LOCATION MAP OPEN 2� I DITCH I RD 1430 PULITZERG. O ROAD 2317-232-0010-000-5 o' 100' zoo' 300' 14 FARM FENCE x222 x2�� v II 3 0 I 2 LEGAL DESCRIPTION x 13 x 3 m I = r THE FOLLOWING DESCRIBED PARCEL OF LAND SITUATE AND BEING IN SECTION 18, `r° x1 2 m TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, TO -WIT: N I 2 0 0I sI °00 i 22 I N I N (i) THE SE Y4 OF THE NE Y4, LESS AND EXCEPTING THEREFROM THE FOLLOWING � o I m <I DESCRIBED: m x � --1I0 J. DEPALMA 0 n II < 1510 PULITZER ROAD COMMENCE AT THE INTERSECTION OF THE WEST RIGHT OF WAY LINE OF NORTH ST. z17-232-0011-000-2 m Z w 23 m x LUCIE RIVER WATER CONTROL DISTRICT CANAL NO. 54, AND THE SOUTH LINE OF x I m I THE NE Y4 OF THE AFORESAID SECTION 18; RUN THENCE NORTH ALONG THE SAID o tK 2 m olal RIGHT OF WAY 105.5 FEET TO A POINT; THENCE TURN AND RUN WESTERLY ALONG w HELENA CHEMICAL L' m I 0Iz THE CENTERLINE OF AN EXISTING DITCH 1,270 FEET, MORE OR LESS, TO A POINT z LEGEND &ABBREVIATIONS 1520 SHINN ROAD m x2 -4 x 0 cn N_I ON THE WEST LINE OF THE SE Ya OF THE NE Ya OF THE AFORESAID SECTION 18; 2318-131-0002-000-s b I n o =_ x TURN THENCE AND RUN SOUTH 89.5 FEET TO THE SW CORNER OF THE AFORESAID A 0 A ARC LENGTH X 2� 2��I I A v W SE Y4 OF THE NE Y4; TURN THENCE AND RUN EAST ALONG THE SOUTH LINE OF A > co I z x 2 X 2 X 0 0 ��„ THE SE Y4 TO THE WEST RIGHT OF WAY OF CANAL NO. 54 AND THE POINT OFf:4 Ili A/C AIR CONDITIONER m x g' I o f I A. O'BRIAN BEGINNING. BM BENCHMARK I x (n 0 1546 PULITZER ROAD ¢ > z X = I 2317-232-0012-000-9 (ii) THE EAST 14 FEET OF THE NORTH Y2 OF THE SW Y4 OF THE NE X. C CALCULATED FROM FIELD MEASUREMENTS x = �'' I o 0 m o C/L CENTERLINE �22 m x 0 0 Z g (iii) THAT PART OF THE S YZ OF THE SW Ya OF THE NE Y4 LYING EASTERLY OF ° Lw CM CONCRETE MONUMENT b m I W Z Im rL LINE A" AND NORTHERLY OF "LINE B"; "LINE A" BEING DESCRIBED AS: FROM THE m SE CORNER OF THE NW Y4 OF THE SE Y4 RUN WEST 4 FEET FOR POINT OF OD < I X 2l xl "I D W v CONIC CONCRETE Xio TI h cn I z O BEGINNING, THENCE NORTHERLY TO A POINT 14 FEET WEST OF SE CORNER OF N Y2 DEG OR DEGREE IN --Ix?I 0 1� I OF SW Y4 OF NE Y4 AND END OF SPECIFICALLY DESCRIBED LINE; AND "LINE B" N m cn I I R. MCCUSKER BEING DESCRIBED AS: FROM SE CORNER OF THE SE Y4 OF THE NE Y4 RUN NORTH ELEV ELEVATION x� m 2 cb 2 1560 PULITZER ROAD ON SECTION LINE 105.5 FEET FOR POINT OF BEGINNING, THENCE WESTERLY TO A o w z xlel 2 I 2317-232-0015-000-0 POINT 89.5 FEET NORTH OF SW CORNER OF SE Y4 OF NE Y4, THENCE CONTINUE 0 o FFE FINISHED FLOOR ELEVATION I Z Ix 'c h WESTERLY ON SAME LINE TO INTERSECTION WITH AFORESAID "LINE A", AND THE i' w w qa FND FOUND o rb END OF SPECIFICALLY DESCRIBED LINE. Z O ° W D m SET 5/8' IR FND 4Xe CM d a o � ID IDENTIFICATION NUMBER I n NO ID I I 2 . PRM LB 561.81' TOGETHER WITH AND SUBJECT TO THAT CERTAIN RIGHT OF WAY EASEMENT DATED � 0 BENCHMARK 4' FARM FENCE # 205 Y d DJ I ELEV = 21.69' CLEAR 60.00' z z r IP IRON PIPE I h SEPTEMBER 6, 1968, RECORDED IN O.R. BOOK 173, PAGE 1415 OF THE PUBLIC <a SET 5/8" IRC _ x Q IR IRON ROD ODc\I J \ I U w° o LB # 7903 x°r° I 3 FND 4X4" CM S 89*46*51" E RECORDS OF ST. LUCIE COUNTY, FLORIDA. J p _ IRC IRON ROD &CAP Io 0o x2L, x w 2PRM LB # 205 1U � U U zz, LICENSED BUSINESS Iz 00 �� I I Q F- Z W °w LS LICENSED SURVEYOR x czn 2� x 2 I Q 0 N w o Xi II �° GENERAL NOTES 2 Z) Q o�oz M MEASURED DATA I I m x o cn Q U cn ILL Z o Z MON MONUMENT o x Z� cW" I a I I o z 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY AS DEFINED IN FLORIDA O Q� Z O w o W Y 0 2 (n ° } o ADMINISTRATIVE CODE (F.A.C.) 5J-17-050 AND IT'S INTENDED PURPOSE IS FOR I- W Y > >°w N&C NAIL AND CAP cn 0 x to a o H p Z Ix c N 3 0? THE CONSTRUCTION OF A SINGLE FAMILY HOME. Q p O H Q N Z w NAVD NORTH AMERICAN VERTICAL DATUM �I I = I a omo a U Z W' co o w°o3 x ° w c'' 2. THE BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH LINE SE Y4 LL Q Q J -1 z LL a °z 5 NGVD NATIONAL GEODETIC VERTICAL DATUM R1 �x A I ICI =� ��° NO OR NUMBER Iz I Z co x L2� II LOT 1 OF THE NE Y4 OF SECTION 18, BETWEEN MONUMENTATION AS DEPICTED. H Y 2 Q Q f ° a= 0 w re D_ SCHIRARD ESTATES M W Z Z ¢ M g r to m 2 x OPEN I Z H w o o> X Z o SUBDIVISION, PHASE 1 �j,I Q O x x z LL a NTS NOT TO SCALE z x DIT�H a o't PLAT BOOK 46, PAGE 6-7 3. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED U J LL O - 9 � o ° CASSENS LAND m I 0 I I I m- z o OHP OVERHEAD UTILITIES SHINN ROAD m m x z Of Y4 AND SHOWN HEREON. U LL H Q } a? o � 2318-133-0001-000-8 x n W o Q Of Q Z a o o° o ORB OFFICIAL RECORD BOOK I N x 22 I N m Z O Z o° w -I Iwl F-� 4. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS Q U H } zwaLL P PLAT DATA x x aJa WHICH MAY OCCUPY LANDS OF OTHERS. p -i J In U) Z <1wwl PG(S) PAGE(S) I II ( I I wa 5. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED >_ Z p W Q 2w E PLS PROFESSIONAL LAND SURVEYOR co x 4' FARM FENCE I I ON THIS SURVEY, EXCEPT AS SHOWN. Q W O o o 2 POB POINT OF BEGINNING I CLEAR y x w p w W_ o i� N x x 22 0 6. LANDS SHOWN HEREON WERE ABSTRACTED BY THIS OFFICE FOR p U ; N w POC POINT OF COMMENCEMENT I I 3 I so.00' RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED ; z g PRM PERMANENT REFERENCE MONUMENT 2' x RESTRICTIONS AND MURPHY ACT DEEDS. O J 9 o m x 2 X 2 FND NAIL & DISK I rL� I I 0 0 D O PSM PROFESSIONAL SURVEYOR AND MAPPER 22 S 89°42'39" W 22 NO ID °I K H U x o x 4.00' x2 BENCHMARK 2' I 7. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE y QQ°O R RADIUS LINE B ELEV. = 23.65' rL2� 2 x I "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL N0. RLS REGISTERED LAND SURVEYOR 12111C 0165 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION SET 5/8" IRC cb2ti 0 2� 2� - - - - �'2 2� hkO rPlousE CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. R W RIGHT-OF-WAY LB # 7so3 x ti• - - - - - - - 2 - - 2 q 89°42'39" W OPEN DITCH DRAWN BY1 CA ® WATER METER Zti �x x = x — x — x = x = x = �c = x x =ter = — x X_ x — x-- x — x — x — x — �_ �— �— x A 3 8. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE FND 5" DRIVE SHAFT o eD -rb 3� U 4' FARM FENCE GATE--b� 3 & AND NO ID N k 2 2� 22 2ti CLEAR rL'3' k 2�' ram• AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. CHECKED BY: CA IN EDGE OF DITCH o g LESS AND EXCEPT 22' +" 22' 1 2 FND" I @ AT w o Zy 1p 2 NO ID N 44°52'50" E 9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER DATE: FEBRUARY 3, 2018 DELTA 132L29' z 1321.29' _ S 89°35'43" E 2 r�. 46.85' THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN UTILITY POLE S 89°35'43" E SOUTH LINE OF THE NE Y4 OF SECTION 18, TOWNSHIP 35 SOUTH, RANGE 39 EAST FND 5/8" IRC 18,117 CONSENT OF THE SIGNING PARTY OR PARTIES. HDRZ. SCALE: 1"=100' UNREADABLE x N LOT 2 VERT. SCALE: N 25°22'00" W 3 SCHIRARD ESTATES 10. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD 2 SUBDIVISION, PHASE 1 MEASURED DATA. 36.1Y PLAT BOOK 46, PAGE 6-7 R 11. ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES NOT VALID WITHOUT THE SIGNATURE ` STANDARD AND ARE IN FEET. FLORIonucerNseos�RVEvoR& GLOBAL POSITIONING SYSTEM (GPS) NOTES Z MAPPER. o co 12. ELEVATIONS, IF SHOWN, ARE IN U.S. STANDARD FEET AND DECIMALS 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING A TWO NAVAJO GROVES CDTHEREOF AND ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM SHINN ROAD Iv (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. 2319- HINN ROAD o o (NAVD) OF 1988, REFERENCE BENCHMARK ST. LUCIE COUNTY "BARB" WITH AN ELEVATION OF 21.72'. SEAL 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING 13. THE VERTICAL TARGET ACCURACY FOR THIS BOUNDARY AND MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. N TOPOGRAPHIC SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. C ARLES A NOLD 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED 14. THE LAST DATE OF FIELD WORK WAS JANUARY 31, 2018. SCANNED PROFESSIONAL SURVEYOR&MAPPER USING CARLSON SURVEY 2018. BY FLORIDA LICENn No. 4s 1 f� 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS St. Lucie County P I D D E MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. FND 4x4" cM SHEET 1 OF 1 PRM Le # 205 0- ),53 s7 PROJECT NO. 18-504 ml- UR TE I FND 4X4" CM NO ID BENCHMARK FND RAIL ROAD SPIKE ELEV = 23.29' IN CUT OUT OF \ CA SHINN ROAD 1243.54'm 1318.06' S 89036'04" E SET 5/8" IRC LB ly 7903 LEGEND & ABBREVIATIONS A ARC LENGTH A/C AIR CONDITIONER BM 0 BENCHMARK C CALCULATED FROM FIELD MEASUREMENTS C/L CENTERLINE CM CONCRETE MONUMENT CONIC CONCRETE DEG OR DEGREE ELEV ELEVATION FFE FINISHED FLOOR ELEVATION FND FOUND ID IDENTIFICATION NUMBER IP IRON PIPE IR IRON ROD IRC IRON ROD & CAP LB LICENSED BUSINESS LS LICENSED SURVEYOR M MEASURED DATA MON MONUMENT N&C NAIL AND CAP NAVD NORTH AMERICAN VERTICAL DATUM NGVD NATIONAL GEODETIC VERTICAL DATUM NO OR # NUMBER NTS NOT TO SCALE OHP OVERHEAD UTILITIES ORB OFFICIAL RECORD BOOK P PLAT DATA PG(S) PAGE(S) PLS PROFESSIONAL LAND SURVEYOR POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PRIM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER R RADIUS RLS REGISTERED LAND SURVEYOR R/W RIGHT-OF-WAY wm WATER METER & AND 0 AT 0 DELTA _ 0 UTILITY POLE RECORD SURVEY LOCATED IN SECTION 18, TOWNSHIP 35 SOUTH, RANGE 39 EAST 7 CSECTION ORNER 46. 8' 4�00 NODI 1" IP STREET ADDRESS 1545 PULITZER ROAD, FORT PIERCE, FL 34945 4' FARM FENCE 2 SET 5/8" IRC 0.45' OVER LINE LS 8 4971 E CORNER 25- O 25E OF CM 4' FARM FENCE Z o po m 07 N J. MIRANDA PULITZER ROAD 2318-111-0002-000-7 4' FARM FENCE NORTH LINE OF THE SE Y4 OF THE NE Y4 OF SECTION 18, TOWNSHIP 35 SOUTH, RANGE 39 EAST 1.7 OVER LINE SET 5/8" IRC 2 2 BASE BEARING LB 111 7903 S 89° 6'04" 1272.06' ,Lti� ELEV =BENCHMz3.RI 1(7z' 11 x 2' 46. 4 .0 ' 3� ?�. 1 CLEAR CID xv 0 I o ZZ`L 0 CO III Ix HELENA CHEMICAL x 1520 SHINN ROAD m 2318-131-0002-000-9 m I N IX 1 3 x 2Z Ix m II o x 2 m ,L / m 0 X&) I o IM = m N x•- m 2 x rZ2• Ix iz� ,.II SET 5/B' IRC LB # 7903 W " 501.3' I I No w ° I xo o Iz x I:I xx R c� I 1 22 0 CA 4 x c =II i m C 513.7' z r I� x m CASSENS LAND m to SHINN ROAD I 2318-133-0001-000-8 y Ix I � II Ix GLOBAL POSITIONING SYSTEM (GPS) NOTES 1321._2W S 89035"1 E 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY 2018. 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. SET 5/8"I LB / 7903 FND 5' DRIVE SHI NO ID IN EDGE OF DITCH I Ix 4' FARM FENCE I CLEAR Ix I 222 S 89°42'39" W 4.00' 01� 1ZLINE B k VI - X - X - X - X - Cp�9OPpd L7 v 5 C� " ORANGE AVENUE o C SITE a vZ i 7_ gtEEC 712 YMITE CITY ROAD Al �a PRIMA VISTA BLVD. t U O Zrn M W rL Q" V 2 c m M L V/ Q a wz Wo> w O Tn o LL W LLI Mi U > N > O W m O W /w) Q s/ Q Z y ® ® U 2 C o fA v � N W _p Z N I` ® U. Y Z X LL LLCO z W N 00 CID z O Yr II A I I LOCATION MAP I OPEN I D1111 I I G. CRAWFORD 1430 PULITZER ROAD 2317-232-0010-000-5 III I 32 LEGAL DESCRIPTION o m I ZIIrI THE FOLLOWING DESCRIBED PARCEL OF LAND SITUATE AND BEING IN SECTION 18, j m TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, TO -WIT: II 0I�I c� m (i) THE SE Y4 OF THE NE Y4, LESS AND EXCEPTING THEREFROM THE FOLLOWING o m m I o -DESCRIBED: H I I I� a p I o J. DEPALMA � 1510 PULITZER ROAD COMMENCE AT THE INTERSECTION OF THE WEST RIGHT OF WAY LINE OF NORTH ST. m z < x I Z W 2317-232-0011-000-2 w rn I I z LUCIE RIVER WATER CONTROL DISTRICT CANAL NO. 54, AND THE SOUTH LINE OF a w N I 00II THE NE Y4 OF THE AFORESAID SECTION 18; RUN THENCE NORTH ALONG THE SAID w Imo* > 01 aI RIGHT OF WAY 105.5 FEET TO A POINT; THENCE TURN AND RUN WESTERLY ALONG w Q I m Iz THE CENTERLINE OF AN EXISTING DITCH 1,270 FEET, MORE OR LESS, TO A POINT o z x 0 rn NI ON THE WEST LINE OF THE SE Y4 OF THE NE Y4 OF THE AFORESAID SECTION 18; L` o _13_ " TURN THENCE AND RUN SOUTH 89.5 FEET TO THE SW CORNER OF THE AFORESAID L I � w I M I SE Y4 OF THE NE Y4; TURN THENCE AND RUN EAST ALONG THE SOUTH LINE OF wn A > I 0 u, THE SE Y4 TO THE WEST RIGHT OF WAY OF CANAL NO. 54 AND THE POINT OF m Q w r cn I BEGINNING. N o I I A. O'BRIAN 1546 PULITZER ROAD (z III I 2317-232-0012-000-9 (ii) THE EAST 14 FEET OF THE NORTH Y2 OF THE SW Y4 OF THE NE Y4• U O 0 1 0 ON z I 0 (iii) THAT PART OF THE S Y2 OF THE SW Y4 OF THE NE Y4 LYING EASTERLY OF °' w WI D m 2 3� "LINE A" AND NORTHERLY OF "LINE B"; "LINE A" BEING DESCRIBED AS: FROM THE � I- M 00 Q L4 SE CORNER OF THE NW Y4 OF THE SE Y4 RUN WEST 4 FEET FOR POINT OF q L" I �I z "' BEGINNING, THENCE NORTHERLY TO A POINT 14 FEET WEST OF SE CORNER OF N Y2 N 0 m OF SW Y4 OF NE Y4 AND END OF SPECIFICALLY DESCRIBED LINE; AND "LINE B" lb rn i I I R. MCCUSKER BEING DESCRIBED AS: FROM SE CORNER OF THE SE Y4 OF THE NE Y4 RUN NORTH 2 I 1560 PULITZER ROAD ON SECTION LINE 105.5 FEET FOR POINT OF BEGINNING, THENCE WESTERLY TO A 0c� 2' 2317-232-0015-000-0 Q 2 POINT 89.5 FEET NORTH OF SW CORNER OF SE Y4 OF NE Y4, THENCE CONTINUE p �- o §� WESTERLY ON SAME LINE TO INTERSECTION WITH AFORESAID "LINE A", AND THE i w a aq 3� END OF SPECIFICALLY DESCRIBED LINE. Q '0 w FND 4X4" CM J a o 4' FARM IIIN 2 I 6000 111 205 561.81' TOGETHER WITH AND SUBJECT TO THAT CERTAIN RIGHT OF WAY EASEMENT DATED 2 �' Z'z� Xi I h SEPTEMBER 6, 1968, RECORDED IN O.R. BOOK 173, PAGE 1415 OF THE PUBLIC a m ��3 PFND RM LB4# 205 S 89°46'51" E RECORDS OF ST. LUCIE COUNTY, FLORIDA. U 0 O LLJ Q w 0 Z Z , cr D..I L.L U T < < II J, GENERAL NOTES _ Q Z 0,0 xo I - v, �u,L� Zzo= I a 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY AS DEFINED IN FLORIDA Z Z O } z0. $ I I r c ADMINISTRATIVE CODE (F.A.C.) 5J-17-050 AND IT'S INTENDED PURPOSE IS FOR O H W Y > =0.W> INI � THE CONSTRUCTION OF A SINGLE FAMILY HOME. Q p d Q N ZNN x IoI O 1p 1p A d Z D-' - m O w 2 3 w 2. THE BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH LINE SE Y4 - Q Q J J 0 LL a 5 W 2- a LOT 1 OF THE NE Y4 OF SECTION 18, BETWEEN MONUMENTATION AS DEPICTED. F- Y Q Q Zw 0 z ¢ _ �I W D_ SCHIRARD ESTATES � W Z Z Z ¢ z x OP JI In c SUBDIVISION, PHASE 1 W Q 0 Q == z m ur I I IDlr tl IIaI oaa PLAT BOOK 46, PAGE 6-7 3. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED J U c� �oZ0 x Of o AND SHOWN HEREON. V U LL. E- Q } a g o F wm Q D' Q Z D_ 00�cw I�cI rir 4. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS Z (DZ H �. ov zaw00�w x as WHICH MAY OCCUPY LANDS OF OTHERS. p J J U ~ O F w w m �_ z z_kw0 xil I a 5. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED % Z 0 Ddi w w ON THIS SURVEY, EXCEPT AS SHOWN. Q W C3 00 K o n U ? O 07-_ o 6. LANDS SHOWN HEREON WERE ABSTRACTED BY THIS OFFICE FOR p V Z 3 60.00' RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED J p zNZz x 2 FND NAIL & DISK x 3 ! I RESTRICTIONS AND MURPHY ACT DEEDS. O J o 2 o 2NO ID x22 BENCHMARK 2e' 7. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE y as°0o ELEV. = 23.65' Z x I I "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. o rL22 Yo PUMP 12111C 0165 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION _ _ _ ° " _ HOUSE CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. OPEN DITCH DRAWN BY: CA --X = x = �_� _ - xx x -mac �c --x - sr 4' FARM FEN�M FENCE GATE 8. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE 2 2 Z CLEAR 2`3' p ,� �' 3' AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. CHECKED BY, CA LESS AND EXCEPT ,Z2' + 2,2 2 FND fib' I SET 5/8" IR NO ID BENCHMARK ELEV = 21,69' NO1 IP OPEN DITC _ _ 'ti' 2' FND Ia 22ti xe0 x 22 SEE DETAIL xiSS��IING F0 MBOARDS TOP E V. 26.0' 12 T MINIMU FFE=26.0' I 40.T 8.0' W � I 40.T a.0' 10 \ x 2,L. 3 x 22 S}, le Co. FL pafie a ro e is w x 4.2� 697.9' _ 1321.29' _ _ S 89035'43" E SOUTH LINE OF THE NE Y4 OF SECTION 18, TOWNSHIP 35 SOUTH, RANGE 39 EAST DETAIL EXISTING FORMBOARDS o TOP ELEV. 26.0' $ / MINIMUM FFE=26.0' `- \ / 12.7' 40.7' 8.0' NA Zp 117.4' SHINN N ROADS M 2318-134-0040-000-6 � I N GJ co I 89.3' 4 40.7' I 4.0' / J A_ A x 210 tK x `zy x re x 2q'h p NO ID N 44 5250 E 9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER DATEI FEBRUARY 3, 2018 2� 46.85' THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN HDRZ. SCALE, 1"=100' CONSENT OF THE SIGNING PARTY OR PARTIES. FND 5/B" IRC 18 17 UNREADABLE X 3� LOT 2 SCHIRARD STATES 10. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD VERT, SCALEI N 25022'00" W 2 SUBDIVISION, PHASE 1 MEASURED DATA. 36.10' 3' PLAT BOOK 46, PAGE 6-7 NOT VALID WITHOUT THE SIGNATURE 11. ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD AND ARE IN FEET. LICENSEDSURVEYOR&MAPPERA z 0OD 12. ELEVATIONS, IF SHOWN, ARE IN U.S. STANDARD FEET AND DECIMALS o N THEREOF AND ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM a m rn o 0 (NAVD) OF 1988, REFERENCE BENCHMARK ST. LUCIE COUNTY "BARB" WITH AN ELEVATION OF 21.72'. SEAL 's 13. THE VERTICAL TARGET ACCURACY FOR THIS BOUNDARY AND / - TOPOGRAPHIC SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. CHARLES A NOLD 14. THE LAST DATE OF FIELD WORK WAS DECEMBER 31, 2019. PROFESSIONAL SURVEYOR & MAPPER FLORIDA LIC SE NO. 4 1 SCANNED �� BY O P f DD�TE FND 4X4" CM St. Lucie County SHEET 1 OF 1 PRIM LB # 205 19A9-��ri,� / ✓/ PROJECT NO. 18-504