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HomeMy WebLinkAboutRecord SurveyCALCULATED FRACTIONAL CORNER 9 10 S 89052'05" E 00 CA (A 4653.84`M _ N 89051'59" W FND RAIY ROAD SPIKE IN CUT OUT NO ID 4E RECORD SURVEY LOCATED IN SECTION 10, TOWNSHIP 35 SOUTH, RANGE 38 EAST - 5318.57"C SAINT LUCIE COUNTY, FLORIDA ------- - - - - - - - -- -- -- - --- --- C S 89052'05" E 665.12' 22.33xO x 22.39 F.D.O.T. BASELINE, R/W MAINTANCE MAP, PLAT BOOK 19, PAGE14, ST. LUCIE CO. PUBLIC RECORDS 25.70 2sao - --- 25.35 _ S 89051'59" E x 25.65- - - - - - 25.03 24,99 665. 1 1' 665.122 25.00 *25.14 S 89052'05" E 24.41 24.03x ORANGE AVENUE EXTENSION - STATE ROAD 68 C23.45 22.68 (90' R/V V ) Q 20.16 LESS AND EXCEPT NORTH 202' FND 5/8 IRC 22.43 (UNREADABLE) 2229 -� --X -X -X -X -X _X -X -X _18.9� x- )� �665.92' 2L96 �o - S 89051_'59" E - - - 665.10' SMALL % 22.04 x 19.74 DITCH A ARC LENGTH A/C AIR CONDITIONER BM 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 W LB LICENSED BUSINESS LS LICENSED SURVEYOR P M MEASURED DATA 00 MON MONUMENT 0 N&D NAIL AND DISK cl) NAVD NORTH AMERICAN VERTICAL DATUM NGVD NATIONAL GEODETIC VERTICAL DATUM NO OR # NUMBER U k NTS NOT TO SCALE OHP OVERHEAD UTILITIES LID ORB OFFICIAL RECORDS BOOK CO CV P PLAT DATA PG(S) PAGE(S) PLS PROFESSIONAL LAND SURVEYOR POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PRM PERMANENT REFERENCE MONUMENT I PSM PROFESSIONAL SURVEYOR AND MAPPE�2 R RADIUS RLS REGISTERED LAND SURVEYOR R/W RIGHT-OF-WAY © WATER METER & AND AT DELTA UTILITY POLE RIW - RN 16.91'M CALCULATED SECTION 9 10 CORNER 15 FND 5/8 IR IN CUT OUT NO ID x O I ox I iZ W U co I J O W LL O x Q 't 6 x zOr�WnnU 5 '5LL NI 6 V oO x N�Qo � Z LLJ KNOLL GRASS DRIVE 00 x w � x 3 N S 89�52'06" E Rlw - R/w Rlw - RN/ 661.11 'M 23., 4646.34'M S 89031'32" E x x 75 I I x I x x x 2289 76 22.27 22.26 21.98 23.O1k � 23.09 Al x -X -X -X PARCEL # PARCEL # 2210-41 1-0002-000-7 TOTAL AREA 36.77 ACRES +/- 487.8' x I I II I I� X I I x SMALL DITCH x I 21.18 21.12 M d 21.12 N FND 5/8 IRC POND LS # 4971 I BENCHMARK ELEV. =21. 43' �10 21.00 21.18 i 6p 1 2117 �21.23 x 21.13 y�21.09 CONC 220 G PATIO s rd HOUSE PAD F? x 23. 22.2 22.6 x 20.99 N a IRRIGATION VALVE 21.9 22.0 PARKING AREA 23.3 20.O24 32 ®' c ON ®®I o PAD � � 23.38 24.83 `x 14 x23.20 23.42 x COVERED PORCH 22.08 22.39 �m 22.12 0 WELL 22.51 2 .73 X 2220 23 . >� x 22.27 ON ONC CALCULATED FRACTIONAL 10 11 CORNER Q >,C 20.27 N _Io 25.83 _ ;FND 5/8 IR NO ID 25.83 25.56 x 2244.46 �I 23II82 * 22`69 Q 1922 x 0121.12 O 20.81 laaa 20..60 ' zos9 FND 5/8 IRC x 20.39 I LB # 4286 =I �I0 �I 0 o I W Z 7 M M o m tU 20.83 I c m K 21.10 I I o I I f 0 I!1,10 21.19 )21.12 .07 1.18 �22130 0 21.40 x 21.14 --*-21.15 0 x 22.95 COVERED PORCH 2 o x 94.45 EXISTING 1 STORY CBS o RESIDENCE r,58 FFE = 25.4' o 1Q, o00o 124.5' 23,31 x iVU �• 2 - ADS 2Z48 22.63y. HORSE /22.21 x22.1720.65 ® 2 • STABLE SPRING 22.57 22.69 X - X 19.6, x 12.58 2.34 100.1' x f 0 I 0 ( I 22.91 22.88 \ O x 22.65 48.T 666.1 22.70 POLE 6-1 x 22.38 r FND 5/8 IRC 23.07 22.48 22.53 LB # 4286 22.37 BARN x 22.40 22.43 TOP OF - - _ BANK LESS AND EXCEPT SOUTH 49' - - OPENF"�-ST�U-CI- - - -10 WATER %TER GOi�IiOLISTI-CT--CANAI= NO: 98r-pjwy - - 15 - BANK Rlw - - Rlw - FND 5/8 IRC LB # 4286 BENCHMARK _ ELEV. =23. 27' 11 _CALCULATED SECTION CORNER v O A1A �A AAVEMNUE i rd J O RD. SITE EDWARDS 0� i AtA �Ot9 �y PRIMA VISTA BLVD. 1 A NOT TO SCALE LOCATION MAP IF THIS BAR DOES NOT MEASURE 1 INCH, THE DRAWING IS NOT TO SCALE STREET ADDRESS 18601 ORANGE AVE. EXTENSION, FT. PIERCE, FL. 34945 LEGAL DESCRIPTION THE EAST 1/2, OF THE EAST 1/2, OF THE SOUTHEAST 1/4, OF SECTION 10, TOWNSHIP 35 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA; LESS AND EXCEPT THE NORTH 202 FEET, FOR ROAD RIGHT OF WAY, AND LESS THE SOUTH 49 FEET FOR CANAL RIGHT OF WAY. CONTAINING 36.77 ACRES +/- GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING CARLSON BRX-6, 372 CHANNEL GLASS 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). 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 EAST LINE OF THE SE 1 /4 OF SECTION 10, TOWNSHIP 35 SOUTH, RANGE 38 EAST, BETWEEN EXISTING MONUMENTS AS SHOWN, HAVING A BEARING OF S00'03'43"E, 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 0155 J, EFFECTIVE DATE FEBRUARY 16, 2012. 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 HEIREON 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 DECEMBER 20, 2021. U 1 � >- W /^ O ul U � Q W o @ aLL W F w i U. ,L In a }o m Q Q 00 3 Lo r a> 00 Lu 2 O n �> N z v n z Mj 00 0 CIO 00 a d W w o > U w I- z q w W u 0 0 � w o W > > w w Q 1~i . q w w q q > q q w q q W Q Q a a r U U U Pa 0 o 0 W w w (U F CD q w o (h Q owz w /� w2� V w 0 &wN 2 0 axx w0 \ IL 1-w a Z Z a F IQ ® W N r \ zz_> 'go ->oF UZ_ wwNm ww O } �oo- ' W w z 1 Uww 1 `S W (C z609 v o x= o g U Q Q 5 wo Z = a g ® 9 w K O /v ® F2wp V�V 0D wnQ) 0oZ'.W Ww� �wm 0w� 0 W /Z V mw~E' Q. V wUZ5iw- �V Xz=a L_ k� O>FN l 0' ® z W w J ;�NZ2 w Sono G N o <<00 ^ aaoo , ,✓ DRAWN BY; CA CHECKED BYI CA DATEIFEBRUARY 21, 2021 HORIZDNTAL SCALEI NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OFF LICENSELl;S4aF2NEVCS,g6F1 CHARLLS RNOLD PROFESSIONAL SURVEYOR & MAPPER FLORIDA LICE SE NO. 4 71 PRM D DA SHEET 1 OF 1 PROJECT N0. 21-503