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HomeMy WebLinkAboutSurveyFND 5/81RC LS # 2391 BOUNDARY &TOPOGRAPHIC SURVEY LOCATED IN SECTION 34, TOWNSHIP 34 SOUTH, RANGE 39 EAST �518IRC N 89032'36" W 1 # 7903 66.a TRACT 4 rn o VACANT M TRACT 3 O N VACANT 30'B/W PER SAI,F_SMAP OFPEVEACRES SET518 LRC OFFICIAL RECORD BOOK3979, PACE165 LB #7903 30'BJW PER SALES MAP OF PINEACRES OII'ICL1L RECORDBOOK3979, PAGEIGS TRACT 1 MONTE CARLO COUNTRY CLUB UNIT TWO PLAT BOOK 23, PAGE 26A 10'PVBLICDRAIN4GE& UT= SET 5/8IRC LB#790 rn N M EXISTING O WELL \ CD CD 63.3' pp�ei �I (o Lo N N DRAINAGE& UTILI FASEMEAT -- I D NAGE& UTlLITYEASEMENT W 186. ' — _ N 89032'36" W SET 5/8IRC LB#7903 BENCHMARK FLE'V. =16.05' 0 15? 3 2 4f C \SS\NAG S E 9,00 9, 5 27.6' 176.9 of T' TRACT 1 eT O VACANT r N M � O N m ISET5/8IRC 30'RJW PER IAq- LB #7903 IV, OFFICIAL RE, BOOK3979, 1 A G, ; At 186 �— FARMROAD — -- 30'R/W PER SALESMAPOFPINEACRES OFFICIAL RECORD BOOK3979, PACE165 i TRACT 39 �i 0 M i Lo VACANT •'; Lo TRACT 40 01 N TRACT 41 M(O VACANT O1! ool N NOT INCLUDED NOT INCLUDED LOCATION MAP NOT TO SCALE ! SITE A ARC LENGTH A/C AIR CONDITIONER BM BENCHMARK C CALCULATED FROM FIELD MEASUREMENTS C/L CENTERLINE CM CONCRETE MONUMENT CONC CONCRETE DEG OR DEGREE ELEV ELEVATION FFE FINISHED FLOOR ELEVATION FND FOUND ID IDENTIFICATION NUMBER IP IRON PIPE FAD 518 LRC LS#2391 LAKE TRACT 45 OCCUPIED LEGEND & ABBREVIATIONS IR IRON ROD IRC IRON ROD & CAP LB LICENSED BUSINESS LS LICENSED SURVEYOR M MEASURED DATA MON MONUMENT NAVD NORTH AMERICAN VERTICAL DATUM NO OR # NUMBER NTS NOT TO SCALE OHP OVERHEAD UTILITIES ORB OFFICIAL RECORDS BOOK P PLAT DATA PG(S) PAGE(S) S 89030'24" E_ 548.00' 1 TRACT 44 OCCUPIED I i PLS PROFESSIONAL LAND SURVEYOR POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER R RADIUS RLS REGISTERED LAND SURVEYOR R/W RIGHT-OF-WAY © WATER METER & AND AT 0 DELTA UTILITY POLE 3- _....159 t 17.2 176.00' (916.1 w co 0 0 U) y SET 5/8IRC - -- LB #7903 30'R/W PER SALES MAP OFPINEACRES f BFiVCIIMARK OFFICIAL RECORD BOOK3979, PAGE165 ELEV. = I5.80' SET518IRC .---_--- LB#7903 -------- - -- 9' _ 89030424-_- - , '---- FARMR 30'R/W PER SALES MAPOFPINEACRES��----- OFFICIAL RECORD BOOK 3979, PACEZ65 0') �Lq CV; W M u) C) of (j)! I FAD 5/8IRC PSM#4971 TRACT 42 VACANT NOT INCLUDED 186.00' 5' WLREFENCE TRACT 43 OCCUPIED 75FND/elROID) 09 CV co O O 0 Lo ai Lo N 15.0 E'P5/8 B#7A _rn 04 co O 0 Ji 16.59 FAD NAIL & DISK PSM#4971 16.79 Q OQ y Z Q ON 2 0 IS V co FND NAIL & DISK PSi1M#4971 CD FND PI-k SPIKE INCU7 OUT RECUVE NOV 0 7 2019kn N w OLEGAL DESCRIPTION ST. Lucie County, Fermitting M 0 TRACT 1 _Z 0. o_QD W A TRACT IN THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 34, TOWNSHIP 34 SOUTH, RANGE 39 EAST, a/k/a TRACT 0.~ r i 1, AS SHOWN ON AN UNRECORDED SALES MAP OF SUNSHINE STATE LAND Q O COMPANY'S PINE ACRES MORE PARTICULARLY I= W J DESCRIBED BELOW: rn COMMENCE AT THE SE CORNER OF THE WEST 1/2 OF THE NE 1/4 OF SAID SECTION 34; THENCE GO N00°11'20"E, ALONG THE Z (1)Z 5 ° U) EAST LINE OF THE SW 1/4 OF THE NE 1/4 OF SAID SECTION 34, THE SAME LINE BEING THE CENTERLINE OF JOHNSTON ROAD AS >.. W O V DEEDED, FOR 863.5 FEET, TO A POINT; THENCE GO S89°55'34"W PARALLEL WITH THE SOUTH LINE OF THE NE 1/4 OF SAID O y a ; } SECTION 34, FOR 30 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUE 589055'34"W FOR 186 FEET, TO A POINT; THENCE W W WI- ui j GO N00°11'20"E, PARALLEL WITH THE CENTERLINE OF SAID JOHNSTON ROAD, FOR 262.55 FEET, TO A POINT; THENCE GO �' _ 0 lx It LL a It N89°52'47"E, FOR 186 FEET TO A POINT ON THE WEST RIGHT OF WAY OF SAID JOHNSTON ROAD; THENCE GO S00°11'20"W, N ALONG THE WEST RIGHT OF WAY OF SAID JOHNSTON ROAD, FOR 262.7 FEET TO THE POINT OF BEGINNING, RESERVING, M N HOWEVER, THE SOUTH 30 FEET THEREOF FOR STREET PURPOSES BEING AND LYING IN ST. LUCIE COUNTY, FLORIDA. co) O W v+ J W co }d TRACT 2 Q U = ; I A TRACT IN THE SOUTHWEST 1/2 OF THE NORTHEAST 1/4 OF SECTION 34, TOWNSHIP 34 SOUTH, RANGE 39 EAST, MORE Z 00 PARTICULARLY DESCRIBED AS FOLLOWS: J O o n _ul IN .. COMMENCE AT THE SE CORNER OF THE WEST 1/2 OF THE NE 1/4 OF SAID SECTION 34; THENCE GO N00°11'20"E, ALONG THE O G y > EAST LINE OF THE SW 1/4 OF THE NE 1/4 OF SAID SECTION 34, THE SAME LINE BEING THE CENTERLINE OF JOHNSTON ROAD AS N� W 2 Z N DEEDED, FOR 863.5 FEET, TO A POINT; THENCE GO S89°55'34"W PARALLEL WITH THE SOUTH LINE OF THE NE 1/4 AND NW 1/4 LL 0 LL OJ Y LLJ Z OF SAID SECTION 34, FOR 216 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUE S89055'34"W FOR 186 FEET, TO A Q LL z O dGo POINT; THENCE GO N00°11'20"E, PARALLEL WITH THE CENTERLINE OF SAID JOHNSTON ROAD, FOR 262.39 FEET, TO A POINT; G d THENCE GO N89052'47"E, FOR 186 FEET TO A POINT; THENCE GO S00°11'20"W PARALLEL WITH THE CENTERLINE OF SAID co JOHNSTON ROAD FOR 262.55 FEET TO THE POINT OF BEGINNING, RESERVING, HOWEVER, THE SOUTH 30 FEETTHEREOF FOR STREET PURPOSES BEING AND LYING IN ST. LUCIE COUNTY, FLORIDA. TRACT 3 A TRACT IN THE SOUTH 1/2 OF THE NORTHEAST 1/4 OF SECTION 34, TOWNSHIP 34 SOUTH, RANGE 39 EAST, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SE CORNER OF THE WEST 1/2 OF THE NE 1/4 OF SAID SECTION 34; THENCE GO N00°11'20"E, ALONG THE w EAST LINE OF THE SW 1/4 OF THE NE 1/4 OF SAID SECTION 34, THE SAME LINE BEING THE CENTERLINE OF JOHNSTON ROAD AS > Z DEEDED, FOR 863.5 FEET, TO A POINT; THENCE GO S89°55'34"W PARALLEL WITH THE SOUTH LINE OF THE NE 1/4 AND NW 1/4 OF SAID SECTION 34, FOR 402 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUE S89055'34"W FOR 186 FEET, TO A w POINT; THENCE GO N00°11'20"E, PARALLEL WITH THE CENTERLINE OF SAID JOHNSTON ROAD, FOR 262.24 FEET, TO A POINT; � � w THENCE GO N89052'47"E, FOR 186 FEET TO A POINT; THENCE GO S00°11'20"W PARALLEL WITH THE CENTERLINE OF SAID o 0 o� JOHNSTON ROAD FOR 262.39 FEET TO THE POINT OF BEGINNING, RESERVING, HOWEVER, THE SOUTH 30 FEET THEREOF FOR pq w STREET PURPOSES BEING AND LYING IN ST. LUCIE COUNTY, FLORIDA. o w F- fa f7 w W A Ca .Fcr�� Q ol IS r U U Pal m O, C) CD N N � o N A STREET ADDRESS I L N UNASSIGNED JOHNSTON ROAD, FORT PIERCE, FL. 34951 Q OV(7 wZ W wQ� Fed GENERAL NOTES o =<m wool Q�",& 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. NO ¢ a3 F IL r UK¢ 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED Z Z N SURVEYOR & MAPPER. W o M Z zo z o 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED Z Z LL a SURVEYOR & MAPPER. Q2W �zoc' � w�3 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE SOUTH LINE OF PINE ACRES, HAVING A BEARING OF 0 °z LL a - g S89°30'24"E, ACCORDING TO THE PLAT OF PINE ACRES, (UNRECORDED) SAINT LUCIE COUNTY, FLORIDA. (ASSUMED DATUM) U) Q W_ a w a �S wW no �pLLa�> 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE Z Z y W 2 o MAP, COMMUNITY PANEL NO. 12111 C 0070 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE _ _� 0 o 8 O'^ 0 o VO-w ow DETERMINED BY AN ELEVATION CERTIFICATE. V' c) o ow x w -7 U) O i- Q< w a t 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. Q Z ? = k w Z = S,z�20 Z) O 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARDS, IN FEET AND DECIMALS THEREOF. 0 o Z o w o>�� 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. C) z w w �w 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. J 00,o aaao 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. 11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, DRAWN BY. CA OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS. CHECKED BY, CA 12. THE LAST DATE OF FIELD WORK WAS NOVEMBER 05, 2019. DATE MARCH 22, 2019 \e Go• 13. UNITY OF TITLE TO COMBINE TRACTS 1, 2, AND 3. avviwe D 5-IL' � 1 t4 HORIZONTAL SCALEI P 5� NOT VALID WITHOUT THE SIGNATURE T\ AND ORIGINAL RAISED SEAL OF FLORIDA LICENSED SURVEYOR & Y MAPPER. - GLOBAL POSITIONING SYSTEM GPS NOTES 1✓ >>''- 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL FREQUENCY TOPCON HYPER GA 11 SYSTEM. SEAS p 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. CHARLES ARNOLD 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING; CARLSON SURVEY 2018. PROFESSIONAL SURVEYOR & MAPPER FLORIDA LICENS9 NO.49 4. E HORIZONTAL ATIVE (F A C) 5ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDAADMINIST1. // RW D DATE SHEET 1 OF 1 PROJECT NO. 19-505B