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HomeMy WebLinkAboutBOUNDARY SURVEY 1-13-22FND 5/8IRC IS #2391 r� - 0-= HP - - OHP - OHP = N 89° LOCATED IN SECTION 34, TOWNSHIP 34 SOUTH, RANGE 39 EAST TRACT 1 MONTE CARLO COUNTRY CLUB DRAINAGE& UTILITYEASEMENT l> 15.0 UNIT TWO 6.0. PLAT BOOK 23, PAGE 26A 10'PLTBLICDR,AINAGE& UTILITYEASEMENT 15.9 If OHS- OHP = ice - HP - _ OHP- -SNP -_OHL --OH�- 01P -BHP 0=-0ER-- - OHP - OUP OHP 0HP - BHP- OHP - -- P =OHS= OHP OHP 32'36" W 3403.79' FND5/8IRC N 89032'36" W 186.00'-s/Srxc N 89032'36" W 186.00' - N 89032'36" W 176.00' LB#7903 IND LB#7903 IRC ASI .FND5/8IRC LB # 7903 .BENCHMARK ELEV. = 16.05' x 17.40 EXISTING DRAINFIELD �290 O \off 90 x 1 .61 COVERED \` 2 PORCH 17.06 GONG WATER 16.10 PUMP N 16. 4 TRACT 1 3 F<YISTING TRACT 2 SHELL/ OCCUPIED C) WELL 16.00 EXISTING DRIVE TRACT 4 O (jj 015.65 1 STORY CBS 0 N TRACT 3 IRRIGATION RESIDENCE OAIC VACANT c'M O n! 16.14 15.93 16.68x ° � VACANT WELL FFE = 18.T O O N LO 6.33 1 O COVERED PORCH SHELL _ 16,230 N DRIVE S r' TANK cM C 16.49 O N O O N15.3 SHELL 91 16 // DRIVE TREE SURVEY 15.8 PALM 21-530 GONZALEZ TRACTS 41 & 42 JOHNSTON RD 15,8 1s.4 155 Point# Northing(Y) Easting(X) E ev(Z) Description 7 19• /191 FAD 5/8IRC 300 1143810.89 843918.20 14.27 PALM CLUSTER 3o'R/W PERSALESMAPOFPINEACRES 161 15 § 1�y8 5.7 LB#7903 IF 5/8IRC OFFICIAL RECORD BOOK 3979, PAGEI65 115' BENNCHMMRK 30a_ 11.43788.46 843948.83 14.12 PALM DOUBLE �LB#7so3 FND5/8IRC 16.0 15$ 15 ELEV.=15.73' LB#7903 ill S 89°30'24" E 186.00' S 89°30'24" E (e 302 1143917.86 843948.79 15.51 OAK 28 50 DRIP - 186.00' S 89030'24" E _ 303 1143886.58 843962.77 15.05 OAK 20" 30' DRIP FARMROAD 176.00' 30'R/W PERSALES MAP OFFINE ACRES 329 304 1143874.37 843971.18 15.20 OAK TWIN 18" 25' DRIP OFFICL4LRECORDBOOK3979,PAGE165 1 15.87' 306 1143835.52 843986.81 14.96 OAK 12" 20' DRIP i-- 307 1143813.25 843996.44 14.88 OAK 12" 13' DRIP x 13.84 �2 5 333 16.0� �c 16.3 308 1143791.24 843989.75 14.84 OAK 14" 25' DRIP � � 336 5.8 � 309 1143777.44 844000.87 5.23 OAK 12 IN 25 DRIP 16.7 2303 o is 1 310 1143784.19 844006.00 16.44 PALM DOUBLE 12,53 "' 15.1 14.39 304 317 311 1143780.38 844033.20 15.56 OAK 16" 30' DRIP 15.2 15.9 0 312 1143746.87 844019.54 15.78 OAK 26" 35' DRIP Lq 316 1333 313 1143797.37 844026.09 1�5.69 OAK 12" 30' DRIP u') P5. 16.1 314 1143813 29 844016 80 5 51 OAK 14" 35' DRIP- �o Olh o m I h E ^a� CV C7 = 0 P w a� O AID U) = IN °a CD 16.9 DRIVE o 16.92 - I I INVO doI CD In N = 0 I- = I� M �i o =1 0 U) ( FND 5/8IRC /N, LB#7903 f 15 8 FAPLMR04 y 15 7 1?.3 15 6 1 13,63 x 306 PROPOSED GRAVEL DRIVE 315 1143813.87 844011.01 5.40 OAK 12" 30' DRIP - 1s.o O p 15V 6V 316 1143857.53 844029.67 15.84 OAK 16" 30' DRIP c`r LO TRACT 40 12.65 12.65 307 S34 TRACT 42 317 1143871.56 844052.15 5.94 OAK 28" 50' DRIP VACANT 14,9 315 o LO 300 TRACT 41 15.4 VACANT 14.3 VACANT 318 1143925.34 844225.33 5.62 OAK 20" 30' DRIP �I SETS/8 C 314 LB # 7903 g 15.5 339 319 1143$96.16 844227.35 5.25 OAK 12" 15' DRIP 12.5s 14.8 313 16. 320 1143890.32 844225.66 5.71 OAK 9" 12' DRIP 41 „ 156 321 1143892.58 844206.84 5.77 OAK 11 18 DRIP 12.64 3 0 339 322 1143887.53 844190.91 6.04 OAK 11" 20' DRIP "a) 3 9 1'4 1 .s M 323 1143928.33 844197.77 5.51 OAK TWIN 14" 18' DRIP M 1 2 o N 324 1143929.68 844185.44 5.70 OAK 11" 18' DRIP �`4K ' 0 12s3 31 s cn 96'- 325 1143939.19 844167.32 15.78 OAK 11" 20' DRIP I co is 326 1143947.34 844164.33 5.91 OAK 15" 25' DRIP*0 327 1143932.21 844150.72 15.73 OAK 23" 40' DRIP 3 i 328 1143918.89 844136.42 15.82 OAK 14" 30' DRIP ED FFE = 18.3 30' c, 0 16.59 1406 V6.67 FND NAIL & DISK PSM # 4971 BE ELEV.=17.11' 16.83 16.79 7.15 _O CV cM ° O6.87 U) ^� I 15.50 O LO rn N I� I� Proposed Gravel Driveway I I �� FAD 5/8IRC I 11,27 FND.S/8IRC BASE BEARING FND 518IR 329 1143930.89 844099.12 5.77 OAK 18 35 DRIP LS#2391 186.00' S 89030'24" E 11.52 PSM #4971 176.00' S 8�°30'24" E (NO 10) 330 1143914.45 844095.24 5.99 OAK 10" 20' DRIP 331 1143907.80 844095.85 5.72 OAK 16" 35' DRIP 548.00' _ 9 x - x - x - x - - - 1164 11.6 15C19--x-x-x-x x-x-x 186.00' 332 1143898.18 844070.36 15.99 OAK 22" 45' DRIP 333 1143858.27 844070.69 6.11 65 OAK 18" 40' DRIP 11.86 12,31 83 334 1143829.98 844060.78 15.75 OAK TWIN 24" 50' DRIP 12.�5 335 1143932.79 843990.46 15.38 OAK 12" 30' DRIP 336 1143895.68 844019.17 16.70 PALM TRACT 45 337 1143909.67 844050.04 16.28 PALM OCCUPIED 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 A A/C BM C C/L CM CONIC DEG OR ELEV FFE FN D ID IP ARC LENGTH AIR CONDITIONER BENCHMARK CALCULATED FROM FIELD MEASUREMENTS CENTERLINE CONCRETE MONUMENT CONCRETE DEGREE ELEVATION FINISHED FLOOR ELEVATION FOUND IDENTIFICATION NU BER IRON PIPE 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) 11.76 TRACT 44 OCCUPIED PLS PROFESSIONAL LAND SURVEYOR POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER R RADIUS WXP�6M38 RLS REGISTERED LAND SURVEYOR R/W RIGHT-OF-WAY © WATER METER & AND ® AT DELTA UTILITY POLE � I 5' WIRE FENCE �r XI TRACT 43 OCCUPIED C� TE 15.55 1 ti0) � CV cM M 01CD 10 O O LESSANDEXCEPT LO OFFICIAL RECORDS BOOK 265, PAGE 1360 16.69 FAD NAIL & DISK 16.7 2p5M#4971 I I FND R/R SPIKE IN CUT OUT LOCATION MAP L� y SI TE O AtA v A z ANGLE RD ORANGE AVENUE RD. EDWARDS q�EE 712 WHITE CITY ROAD N AIA �DP9 �y PRIMA VISTA BLVD. 1 /3 LEGAL DESCRIPTION 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. TRACT 42 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, rLORIDA. STREET ADDRESS UNASSIGNED JOHNSTON ROAD, FORT PIERCE, FL. 34951 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 SEPTEMBER 22, 2020. 13. UNITY OF TITLE TO COMBINE TRACTS 41, AND 42. GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REALTIME 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 ADMINISTRATIVE 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). a ■Cl) M V z Lu a M c W g W m u- L z�� 06 ul vocn M _ch z W O i' W 0 N a-ujW W Z � � � �>/ LL > 0/ = U. w IL N m W N It H 0 O J Z Q� LL 00 azuj => JUJ OJ U =W z I U)aN>� woZ" w Q O a U z _ o a 00 N z 0 H W � W W W H A W A A U �9 (U N H N A m ° W Z G �0 wa.� Sao ® NCI L ° o W w aam ° °a N o0 ZZ} z ow U) 'A Q U > o Ir zr� V z awe O _ > Z °WW..n FU Zoz UJ °w(3 Q J > >>W U � IS LL Q U' N 3: o W<i00 0 W 06 Z ag 0 Q QaI- °�(9 Q uj WrD_i °tea U/1 z 2 FzLLO 0 � w�0� 00aTW Omo U of Of r 0 QwaLL r z v)a'zm Z=u'w 5,7 U O 00ZW, V a of xz=a W o >W o) V 0 � I- 3U)wo o°oa caoo DRAWN BYI CA CHECKED BYI CA DATEI MARCH 22, 2019 H❑RIZ❑NTAL SCALEI 1'=40' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. CHARLES ARNOLD PROFESSIONAL SURVEYOR & MAPPER FLORIDA LICENSE NO.4971 PRINTED DATE SHEET 1 OF 1 PROJECT N0. 21-530