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HomeMy WebLinkAboutRECORD SURVEYLOCATED IN SECTION 34, TOWNSHIP 34 SOUTH, RANGE 39 EAST TRACT 1 MONTE CARLO COUNTRY CLUB DRAINAGE& UTILTTYFASFMFNT 16.57 15.0 UNIT TWO 6.0 � 415. 6 92 FND 518IRC PLAT BOOK 23, PAGE 26A ® 16.1 i LS #2391 10'PUBLICDRMAAGE& UHLITYEASEMF.NT 15.9 OHPP- -OHP =OHS OW �DHP OHP - - HP OHPOHP - OHL- -OHS 1� OHP 011E - OHPOHP _OH- OHP�P -�-_ OH P -rFND P =OHS- 01R=- WP =-OHS- 0 17 P - T N 89032'36" W 3403.79' N 89032'36" W 186.00' - FND518IRC ` FND5181RC N 89°3236" W 186.00' N 89032'36" W 176.00' FND 5/8 C LB # 7903 LB # 7903 /8IRC LB # 7903903 0 BENCHMARK ELEV. =1605' x 17.40 EXISTING O OCCUPIED AS ONE DRAINFIELD h WELL & SEPTIC OUT OFRANCE � , 29d/ X 17,61 m I I O COVERED l / PORCH / N n= E M o O 17.06 CQNCR WATER x 16.10 0 ryI a PUMP ,A C) �IQ r TRACT 1 o INN o � 16. 4 I M OCCUPIED w FxISTINc TRACT 2 SHELL x 0 WELL 016,00 DRIVE 16.9 N O EXISTING ��� Cl__ TRACT 4 N TRACT 3 ®15.65 1 STORY cBs\ GONG ° VACANT M IRRIGATION RESIDENCE A/C 7 W O ° CD WELL FFE = 18.7' 16.14 \ 15.93 16.68x "DRIVE VACANT` O N u7 - x 16,33 = 16.92 C) COVERED SHELL_ U) PORCH 16.230 � DRIVEGAS w O r' TANK M x 16A9 T I I INV oO a • = O N � LO � N 1�C3�6 � SHELL U) X � '��" � DRIVE 1 x 16.13 0 MEDIAN j I !- 1 / Cl-N TREE SURVEY PALM o 0 x "15.83 21-530 GONZALEZ TRACTS 41 & 42 JOHNSTON RD 15,5 I U) 15.8 15.4 15' o Point# Northing(Y) Easting(X) Elev(Z) Description 16.86 FND 5/8IRC 300 1143810.89 843918.20 14.27 PALM CLUSTER 39RIWPERSALESMAPOFPINFACRFs 191 1 96 io 8 LB#7903 FND 518IRC OFFICIAL RECORD BOOK 3979, PAGE 165 I 25'� BENCHMARK � 301 1143788.46 843948.83 14.12 PALM DOUBLE �LB#7903 LFND B#79SIRC 15.8 5 f ELEV.=15.73' FND 5/8IRC 302 1143917.86 843948.79 15.51 OAK28" 50' DRIP - LB#79o3 11• S 89°30'24" E 8 186.00' S 89030'24" E i25259 LB#7903 186.00' S 89030'24" E - - 176.00' 303 1143886.58 843962.77 15.05 OAK 20" 30' DRIP FgRMROAD f 30'R/W PER SALES MA P OF PINE A CRES 329 325 FARMROAD 304 1143874.37 843971.18 15.20 OAK TWIN 18" 25' DRIP OFFICIAL RECORD BOOK 3979, PAGE165 15 4 ' I5,$ 15'8 15 323 15.5 318 306 1143835.52 843986.81 14.96 OAK 12" 20' DRIP- 07 1s.6 14. OAK 12" 13' DRIP x 13.84 b2 37 16.0 307 1143813.25 843996.44 88 0s 3�6,3 308 1143791.24 843989.75 14.84 OAK 14" 25' DRIP TRACT 41 336 5'8 F AD 309 1143777.44 844000.87 15.23 OAK 12 IN 25 DRIP Z VACANT 16.7 2 0 15 7 303 zs 921 2 310 1143784.19 844006.00 16.44 PALM DOUBLE 12.53 15.1! 14.391I 311 1143780.38 844033.20 15.56 OAK 16 30 DRIP _ 304 304 1 317 17 m 0,06 29 I 16.59 .67 FND NAIL & DISK PSM # 4971 BENCHMARK ELEV.=17.11' 16.83 16.79 17.15 0 a') L6 LESSANDEXCEPT LO OFFICL4L RECORDS BOOK 265, PAGE13W 312 1143746.87 844019.54 15.78 OAK 26" 35' DRIP \ 316 �� 305 s 8 333 Q I r 313 1143797.37 844026.09 15.69 OAK 12" 30' DRIP 16.1 _ l EDGE OF WATER N 15.2 �' TRACT 42 a a 314 1143813.29 844016.80 15.51 OAK 14" 35' DRIP 13.63 x 306 VACANT N y 315 1143813.87 844011.01 15.40 OAK 12" 30' DRIP - 15.o EXISTINGFORMBOARDS M Z `t 15.18 TOPELEV.=17.60' 0 6,87 O N 316 1143857.53 844029.67 15.84 OAK 16" 30' DRIP 'on TRACT 40 12.65 12,65 x 4 o I y „ M VACANT 14.9 15 4 32 eta 15.50 Z 17 LO 317 1143871.56 844052.15 15.94 OAK 28 50 DRIP O N 0 CO3 328 1143918.89 844136.42 15.82 OAK 14" 30' DRIP 329 1143930.89 844099.12 15.77 OAK 18" 35' DRIP FND 518IRC LS #2391 330 1143914.45 844095.24 15.99 OAK 10" 20' DRIP - 331 1143907.80 844095.85 15.72 OAK 16" 35' DRIP 332 1143898.18 844070.36 15.99 OAK 22" 45' DRIP 333 1143858.27 844070.69 16.11 OAK 18" 40' DRIP 334 1143829.98 844060.78 15.75 OAK TWIN 24" 50' DRIP 335 1143932.79 843990.46 15.38 OAK 12" 30' DRIP 336 1143895.68 844019.17 16.70 PALM 337 1143909.67 844050.04 16.28 PALM 338 1143798.68 844065.16 16.69 PALM 339 1143765.66 844059.29 15.47 OAK 11" 20' DRIP 340 1143731.73 844072.53 15.66 OAK 12" 30' DRIP 341 1143715.87 844027.58 16.07 OAK 18" 25' DRIP 1 _rn CV LAKE o 0 . it TRACT 45 OCCUPIED 143 SET 5/8IRC 308 LB # 7903 301 14.8 14.I 12.64 152 12.83 S 89030'24" E 548.00' TRACT 44 OCCUPIED o I T 15S 8 LO I � �• 16 aLO 69 15 7 a O) 311 � ss.8� N 32.o. o V co 15.6 , CA 339ai INVERT=142' Ch LO DIRTDRIT 158 O N 0 (n INVERT=14.1' ------ 157 BO oo FND 5/8IRC FND 518IR PSM #4971 176.00' S 89°30'24" E <NOID> -x x-x-x-x-x-x 186-x- - - BASE BEARING 5' WIREFENCE OCCUPIED AS ONE WELL & SEPTT� OUT OFRANGE A ARC LENGTH IR IRON ROD PLS PROFESSIONAL LAND SURVEYOR A/C AIR CONDITIONER IRC IRON ROD & CAP POB POINT OF BEGINNING BM BENCHMARK LB LICENSED BUSINESS POC POINT OF COMMENCEMENT C CALCULATED FROM FIELD MEASUREMENTS LS LICENSED SURVEYOR PRM PERMANENT REFERENCE MONUMENT C/L CENTERLINE M MEASURED DATA PSM PROFESSIONAL SURVEYOR AND MAPPER CM CONCRETE MONUMENT MON MONUMENT R RADIUS CONC CONCRETE NAVD NORTH AMERICAN VERTICAL DATUM RLS REGISTERED LAND SURVEYOR DEG OR DEGREE NO OR # NUMBER R/W RIGHT-OF-WAY ELEV ELEVATION NT5 NOT TO SCALE ® WATER METER FFE FINISHED FLOOR ELEVATION OHP OVERHEAD UTILITIES & AND FND FOUND ORO OFFICIAL RECORDS BOOK © AT ID IDENTIFICATION NUMBER P PLAT DATA � DELTA IF, IRON PIPE PG(S) PAGE(S) UTILITY POLE TRACT 43 OCCUPIED 0 LA 15.55 1 rn C' N M co �10 CD 16,69 FND NAIL & DISK 16,72SM#4971p I I FND R/R SPIKE IN CUT OUT LOCATION MAP p \O At A Mir z ANGLE RD ORANGE AVENUE 0 RD. 2 EDWARDS N r r OKEEC 712 WHITE CITY ROAD AIA PRIMA VISTA BLVD. y5 1 LEGAL DESCRIPTION I. r � s a a � a TRACT 41 A TRACT IN THE SOUTH 1/2 OF THE NORTHEAST 1/4 OF SECTION 34, TOWNSHIP 34 SOUTH, RANGE 39 EAST, a/k/a TRACT 41, AS SHOWN ON AN UNRECORDED SALES MAP OF SUNSHINE STATE LAND COMPANY'S "PINE ACRES", MORE PARTICULARLY DESCRIBED BELOW: THE NORTH 259.5 FEET OF THE SOUTH 863.5 FEET OF THE WEST 186 FEET OF THE EAST 402 FEET OF THE WEST 3/4 OF THE NORTH 1/2 OF SAID SECTION 34, RESERVING, HOWEVER, THE NORTH 30 FEET THEREOF FOR STREET PURPOSES BEING AND LYING IN ST. LUCIE COUNTY, FLORIDA. A TRACT IN THE SOUTH 1/2 OF THE NORTHEAST 1/4 OF SECTION 34, TOWNSHIP 34 SOUTH, RANGE 39 EAST, a/k/a TRACT 42, AS SHOWN ON AN UNRECORDED SALES MAP OF SUNSHINE STATE LAND COMPANY'S "PINE ACRES", AND MORE PARTICULARLY DESCRIBED AS THE NORTH 259.3 FEET OF THE SOUTH 863.5 FEET OF THE WEST 186 FEET OF THE EAST 216 FEET OF THE WEST 3/4 OF THE NORTH 1/2 OF SAID SECTION 34; RESERVING, HOWEVER, THE NORTH 30 FEET THEREOF FOR STREET PURPOSES; AND LESS AND EXCEPTING THE EAST 10 FEET FOR ROAD RIGHT OF WAY, AS SHOWN IN OFFICIAL RECORDS BOOK 265 PAGE 1360 BEING AND LYING IN ST. LUCIE COUNTY, FLORIDA. STREET ADDRESS 2465 JOHNSTON ROAD, FORT PIERCE, FL. 34951 v� GENERAL NOTES 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER. 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE SOUTH LINE OF TRACTS 40-42 PINE ACRES, HAVING A BEARING OF S89°30'24"E, ACCORDING TO THE PLAT OF PINE ACRES, (UNRECORDED) SAINT LUCIE COUNTY, FLORIDA. (ASSUMED DATUM) 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0070 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARDS, IN FEET AND DECIMALS THEREOF. 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. 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, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS. 12. THE LAST DATE OF FIELD WORK WAS FEBRUARY 08, 2022. 13. UNITY OF TITLE TO COMBINE TRACTS 41, AND 42. SI. LU - le Co. FL r J1Y.i1�J t �"11 i YE' -30 yt _J GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING CARLSON BRX-6, 372 CHANNEL GNSS ATHENA, WITH ATLAS L-BAND RECEIVER. 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 AND VERTICAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTFkATIVE CODE (F.A.C.) 5J-17-051. 5. THE COORDINATES SHOWN HEREON ARE RELATIVE TO THE STATE PLANE COORDINATE SYSTEM OF THE NORTH AMERICAN DATUM OF 1983 (2007 ADJUSTMENT). co T' 6 W M O V Zak M o >: a 1� W LL Z = M V o Z i'0N W O W III a; w >/ w ' = LL w 'n vvj W 0 Z 111 3: oo Z V = > W O � 0 Z N � Y W li aCe 0 -j LL Z Z O 0- o a LJ Z � r E3 W Q > > 0-/ LJ a w � w O LL- F- A A A A A A Q Q >- d Q U u PQ of CU C1J CD CD (U CU W Q CD c 1-� 1-1 m a 0Wz o �0 o_ o o WU) J a, ix-: w N lL, o LU Zz~ Qdm Z Wo= O o o-0a zZ> - w�� Wow >�O Z z U `0 0W O(r1 N LL QFU �� d U) LL Z Q w (%� 5- Lu O WO Z U '} VIZ ��o> = ,N� Q O zOWN `� LL. U H = o C11o� ¢�z � o�S O z "z<= W U wr:Z,2 U z U _ =0 ( ;oz0' O Ow a F O _ aU�� °o o U Cc) 0 z ¢wa>. (0Wlzco Z ° Q ZEW Q � U UZ�1w (� 0 0, W Ln U 1>Z Ix 0 W � v! 9520 oo:5o t!i ¢aoo DRAWN BY: CA CHECKED BY: CA DATE: MARCH 22, 2019 HORIZONTAL SCALE: 1'=40' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. CHARLES ARNOLD PROFESSIONAL SURVEYOR & MAPPER FLORIDA LIC NSE Ng. 4971 P NTED DATE SHEET 1 OF 1 PROJECT NO, 21-530