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HomeMy WebLinkAboutFinal Survey - ClarkFND RAIL ROAD SPIKE IN CUT OUT OF C/L SHINN ROAD 1243.54'm 1318.06' S 89036'04" E m m m ' A 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 PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER R RADIUS RLS REGISTERED LAND SURVEYOR R/W RIGHT—OF—WAY © WATER METER & AND ® AT A DELTA _ UTILITY POLE GLOBAL POSITIONING SYSTEM (GPS) NOTES FND 4X4" CM NO ID BENCHMARK ELEV = 23.29' I \ 22FND IRC 497 LS # 4971 x WITNESS CORNER2 , � 25' E OF CM 2 FND 5/8" IRC wd LB # 7903 x - - - x 22h x 114' FARM FENCE ?� Ix CLEAR 0 o 222 O 0 x U I x III LOCATED IN SECTION 18, TOWNSHIP 35 SOUTH, RANGE 39 EAST STREET ADDRESS 1545 PULITZER ROAD, FORT PIERCE, FL 34945 J. MIRANDA PULITZER ROAD 2318-111-0002-000-7 4' FARM FENCE 4' FARM FENCE o.a R LINE NORTH LINE OF THE SE Y4 OF THE NE Y4 OF SECTION 18, TOWNSHIP 35 SOUTH, RANGE 39 EAST 1.7' OVER LINE BASE BEARING - S 89036104" E 1272.06' ON ON ON IN ON ON ON ON ON ON z- - - - - - - - OPEN DITC - - _ - - - - - FND 5/8" IRC LB # 7903 Ik BENCHMARK x tv% ELEV = 23.72'rr HELENA CHEMICAL x22a 1520 SHINN ROAD 2318-131-0002-000-9 x N h ctok 71 too Ii Z x22!3 xq Ix a I 2 m w 22 m x o x 22 1Im m h c CASSENS LAND SHINN ROAD 2318-133-0001-000-8 _ 1321029 S 8903543" E 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 ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. OR I'(N xe` cv m q _ x—>—x—x—x—x—x—x—x—Xdl—x—x—x—x—x—x x—x—x-4, FARM FENCE x—x—x—x—x—x—x—x—x—x—x—x—x—x- 2 x I o FND 5/8" IR - cn NO ID q� SECTION 7 i CORNER 46.18' 4700� FND 1" P NO ID zi o 0 W W N o Ay °3 'q#" FND 1" IP NO ID II I OPEN I I I DIJL. I G. CRAWFORD 1430 PULITZER ROAD 2317-232-0010-000-5 O A1A 7Z n 5 d 91 a° ORANGE AVENUE �€ O C'T SITE i RDA m 2Q EECH�F" .712 WHITE CITY ROAD �e9 A1A 13 PRIMA VISTA BLVD. `6 1 LOCATION MAP 0 I 1232 LEGAL DESCRIPTION F11 THE FOLLOWING DESCRIBED PARCEL OF LAND SITUATE AND BEING IN SECTION 18, I �I— -- TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, TO —WIT: l I c MINI (i) THE SE Ya OF THE NE X. LESS AND EXCEPTING THEREFROM THE FOLLOWING r mI o DESCRIBED: c� w 1 I I oI J. DEPALMA 0 1510 PULITZER ROAD COMMENCE AT THE INTERSECTION OF THE WEST RIGHT OF WAY LINE OF NORTH ST. T5 zIWI 2317-232-0011-000-2 LUCIE RIVER WATER CONTROL DISTRICT CANAL NO. 54, AND THE SOUTH LINE OF 00I:I THE NE Y4 OF THE AFORESAID SECTION 18; RUN THENCE NORTH ALONG THE SAID n AID RIGHT OF WAY 105.5 FEET TO A POINT, THENCE TURN AND RUN WESTERLY ALONG 0 ; IIzI I THE CENTERLINE OF AN EXISTING DITCH 1,270 FEET, MORE OR LESS, TO A POINT 0 N ON THE WEST LINE OF THE SE Ya OF THE NE Ya OF THE AFORESAID SECTION 18; Z =IWI r TURN THENCE AND RUN SOUTH 89.5 FEET TO THE SW CORNER OF THE AFORESAID ° SE Y4 OF THE NE Y4: TURN THENCE AND RUN EAST ALONG THE SOUTH LINE OF l o cwn I I THE SE Y4 TO THE WEST RIGHT OF WAY OF CANAL NO, 54 AND THE POINT OF r cn I BEGINNING. I I o II I A. O'BRIAN En c1546 PULITZER ROAD zl I 'ty I I 2317-232-0012—OD0-9 (ii) THE EAST 14 FEET OF THE NORTH Y2 OF THE SW Ya OF THE NE Y4. II I nI) (M) THAT PART OF THE S Y2 OF THE SW Y4 OF THE NE Y4 LYING EASTERLY OF o n 0 "LINE A" AND NORTHERLY OF "LINE B"; "LINE A" BEING DESCRIBED AS: FROM THE Ill I Z m2 � SE CORNER OF THE NW Y4 OF THE SE Ya RUN WEST 4 FEET FOR POINT OF BEGINNING, THENCE NORTHERLY TO A POINT 14 FEET WEST OF SE CORNER OF N Y; 1 o m I ( OF SW Y4 OF NE Y4 AND END OF SPECIFICALLY DESCRIBED LINE; AND "LINE B" u cn R. MCCUSKER BEING DESCRIBED AS: FROM SE CORNER OF THE SE Y4 OF THE NE Ya RUN NORTH t II1560 PULITZER ROAD ON SECTION LINE 105.5 FEET FOR POINT OF BEGINNING, THENCE WESTERLY TO A 2377-232-0015-000-0POINT 89.5 FEET NORTH OF SW CORNER OF SE Y4 OF NE Ya, THENCE CONTINUE WESTERLY ON SAME LINE TO INTERSECTION WITH AFORESAID "LINE A AND THE END OF SPECIFICALLY DESCRIBED LINE. FND 4X4" CM 1I n BENCHMARK 4' FARM FENC �12 PRM LB # 205 561.81' TOGETHER WITH AND SUBJECT TO .THAT CERTAIN RIGHT OF WAY EASEMENT DATED -'FND 5/8" IRC 1 xW � ELEV = 21.69' 0 CLEAR I xl �gII�,I 60.00' SEPTEMBER 6, 1968, RECORDED IN O.R. BOOK 173, PAGE 1415 OF THE PUBLIC LB # 7903 I I �o Z I _�N.. I ZIC•' 3 FNo 4xa" cM S 89°46'51" E RECORDS OF ST. LUCIE COUNTY, FLORIDA. n D 5 i n << IT 9 : z 0 O m J w o 0 m xo o x22^ I Illlw II 1i0 °' I Z 2�2 4' FARM FENCE x2 I I Il l xx—X—%—%—X—X—X—x—x—x—X—x-I 10' DIRT DRIVE = x O 4� x w I 22 qti' > 23 EP11 a3 x R w x 1/ h COVERED NHOLE x ( I I I ,z„ 1 _� 1 22, NO I 1 rL�% PORCH PO D I x (o I II I I r o a o •� I I I C x EXISTING x I III INI 3 0 CARPORT x I co 1 c=i I ' EXISTING \ 697.9' m LoIx x POND x EXISTING oil r Tlw m m Ix ill to D I II a I� II bo I x 4' FARM FENCE i CLEAR FND 5/8" IRC LB # 7903 \ 2~5 FND 5" DRIVE SHAFT' NO ID IN EDGE OF DITCH n, , x 1 j22 S 89042'39" W 4.00' x LINE B I�22 e, k 2tivp \ STORYCBS RESIDENCE G SNGG x co xx, 2�1Ix2222h I I iII x PO R ti• x -max, TRANSPOR ER 2 xl I x 22'3 �{ LI o I I I 24c—Xx 4' FARM FENCE 22 — III x m m I I 10' DIRT DRIVE UNDERGRPbo OUND i x2 m I I I X 22� .FND NAIL DISK I I x I 2 I I UNDERGROUND NO ID X 1 m POWER BENCHMARK PO R 2,y��' ELEV. = 23.65' x JUNC11 5N eX E =z=x—x—x 'x x—x=x DETAIL i / EXISTING STORY 1 STORY CBS RESIDENCE FFE=26.0' 12.7' 8 ° '3 " W OPEN DITCH MEN DITCH X='X=R=�C=R'—=X=X='�-=X'=X=i�=X=—X A 220 2V2*� 4 FARM FENCE GA 2 + LESS AND EXCEPT 22 + 22'� 1321,29'_ S 8903543" E e SOUTH LINE OF THE NE Y4 OF SECTION 18, TOWNSHIP 35 SOUTH, RANGE 39 EAST FND 5/8" IR UNREADABLE \ N 25022'00" W/ \ 36.10' ' 11.3' CO 40.7' 8•0' 679.9 Cn I N W C4 I 1P 513.6 v 40.7' I 4.0' / w NAVAJO GROVES SHINN ROAD 23180001340-000400-00000-06 0 rn <01 mo I Im f-Ww m 0. OPEN ICI o 1 DITCH I IZ ( � z a0 IIxI WO �m I IW I n (L III Qa (I I I w 0 FND W NO ID PRM LB # 205 LOT 1 SCHIRARD ESTATES SUBDIVISION, PHASE 1 PLAT BOOK 46, PAGE 6-7 1 N 44052'50" E 46,85' LOT 2 SCHIRARD ESTATES SUBDIVISION, PHASE 1 PLAT BOOK 46, PAGE 6-7 M N FND 4X4" CM PRM LB # 205 GENERAL NOTES 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY AS DEFINED IN FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-050 AND IT'S INTENDED PURPOSE IS FOR THE CONSTRUCTION OF A SINGLE FAMILY HOME. 2. THE BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH LINE SE Ya OF THE NE Y4 OF SECTION 18, BETWEEN MONUMENTATION AS DEPICTED. 3. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 4. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. 5. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. 6. LANDS SHOWN HEREON WERE ABSTRACTED BY THIS OFFICE FOR RIGHTS —OF —WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS AND MURPHY ACT DEEDS. 7, FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111C 0165 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. 8. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 10. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD MEASURED DATA. 11. ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD AND ARE IN FEET. 12. ELEVATIONS, IF SHOWN, ARE IN U.S. STANDARD FEET AND DECIMALS THEREOF AND ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988, REFERENCE BENCHMARK ST. LUCIE COUNTY "BARB" WITH AN ELEVATION OF 21.72'. 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. 14. THE LAST DATE OF FIELD WORK WAS APRIL 28, 2020. V o ZIm to It M w IftWa o o Z � W Le ad rn `} m La dd / W z w IS } \W OU) n.LLW >- UJ a L �'�/ > N w 61� Ln ° N M4 m K to t7 � ° � a z a L o0 O� �ww J = w e) W r7 zN ti OLL 0 Y �, �Z/ M Go z W 1i 0. CO m Z V' O Qa r w a n CL w 13 Lk.,0 0 a a Li Li > a a U U PO cu ON w cu \ I- 0 a GO v a OWZ � �2� z Y d � W a0 5; �Zo O Z<1 U wom Lu 0 U M W V oaam I— Z E2 U1U QR'Q� �W zw Q Z�UZLL O °z_Zoz �NZ FOOO O~0�yLLZ ��w> Q V I--- Q V) N UZwpm oW=J t.L Q Q J � Z ¢SZ3 f—v:QQ mod<rc w-1LZL a: LLI O LL om U U OnommaLN' Q Q a a?No a Q I.I.. Z O UpNW Z H 0 o2Kw J J @¢mzm --I W m L z.~Kf2 Z =a O Q W V oc�oa o w o=5N � ? zmN� O �mz� 0 U W::) oo�a ¢aoo DRAWN BY, CA ED BY, CA DATEKFEBRUARY 3, 2018 I HDRZ, SCALE, 1'=100' VERT. SCALE, NOT VALID VVITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. J % .ZSEAL %z _ EYOR & MAPPER 4971 SHEET 1 OF 1 PROJECT NO, 18-504