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Home My WebLink AboutBoundary Survey 8-30-17NW CORNER SECTION 17 CERTIFIED CORNER RECORD #102514 �- N 89'41'45" W - - 2008.73' ►� 1 K N] DWAIN WALTER 2317-212-0020-000-6 OCCUPIED WELL & SEPTIC OUT OF RANGE BOUNDARY &TOPOGRAPHIC SURVEY -� LYING IN ST. LUCIE COUNTY, FLORIDA --- - -- -- -- -- -- -- -- -- -- - -- -- -- 669.58' N 89°41'45" E BASE BEARING N. LINE OF THE N.E. 1/4 SECTION 17-35-39 LEGAL DESCRIPTION BEING A PARCEL OF LAND LYING IN SECTION 17, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEING THE NORTHEAST Y4 OF THE NORTHEAST Y4 OF THE NORTHWEST Y4 OF SAID SECTION 17. LESS THE NORTH 331.18 FEET THEREOF AND SUBJECT TO THE EAST 43.50 FEET FOR CANAL NO. 53 OF THE NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT. z o TOGETHER WITH A 20 FOOT ACCESS EASEMENT MORE FULLY DESCRIBED AS FOLLOWS: w W A 20 FOOT ACCESS EASEMENT LYING IN SECTION 17, TOWNSHIP 35 SOUTH, RANGE O 39 EAST, ST. LUCIE COUNTY, FLORIDA. THE CENTERLINE BEING MORE PARTICULARLY c N DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SECTION 17, TOWNSHIP 35 SOUTH, RANGE 39 EAST; THENCE FROM SAID "POINT OF COMMENCEMENT" GO N89°40'17"W A DISTANCE OF 2678.64FEET ALONG THE NORTH LINE OF SECTION 17 TO THE NORTH QUARTER CORNER OF SAID SECTION 17; THENCE S00°21'32"E A DISTANCE OF 239.44 FEET TO THE "POINT OF BEGINNING"; THENCE S89°54'07"E A DISTANCE OF 33.50 i FEET; THENCE S00'21'32"E A DISTANCE OF 91.86 FEET TO THE "POINT OF TERMINATION". VICTORIA COWLES 2317-211-0001-000-4 OCCUPIED el WELL & SEPTIC OUT OF RANGE �w FND 5/8" IRC "GCY" LB # 4108 BENCHMARK ELEV = 19.72' w w O J I 0 + Zp3 + Zp. FND 5/8" IRC "GCY" +'� q,2 LB # 4108 ' -x-x-x-x-x 2 x Zti. I I I I N 89042'20" E DANIEL WAUTERS 2317-211-0020-000-3 5.09 ACRES GROSS 4.76 ACRES NET 360.8' x 20.2 TOP OF BANK /Zpg g X EXISTING/ \ POND/$ I SET NAIL IN PP \ 2° I +2 BENCHMARK i 2967' ELEV = 22.22' PROPOSED 1 STORY FRAMER IDENCE MINIMUM FIFE = 24.5' I o + Zp3 \ r ZOO 625.81' N 89*40'17" W 43.50' POC FND IRC 5/8" "GCY" LB # 4108 I BENCHMARK ELEV = 23.05' f� I I Iw I I I I ICII I I WI I I I co I I I I `Ivl I i of io I I N I I _)CD �I IN I I m + 14.87 INVERT I I 3.50' POB I �p CA 20' INGRESS AND 2 _ �2 2 EGRESS EASEMENT I I- 2 Z2� S INVERT 22 -1 \ 0 PROPOSED I WELL 100.0' 2°l I234.6' 25, / 235.1' FND 5/8" IRC "GC'(" I I 12 I LB # 4108 +l l III I 1 $ BENCHMARK 5 o 22 I )00 I ELEV = 20.97' I 0 I I I 4 . p 0' I I 11.00' I I I of II I g I N I I p$ �2 I I l I I NI I I I 0 I N l I I m' I I I $ 10.1' SEP OCOAREA o 21.00' I 40.00" 35.0' - I L PROPOSED PAVED PARKING \ $ 2 CAR Lp3 % 11.00' -- - - - - - - - - - PROPOSED SHELL DRIVEWA x = x - H= x - x - x - x - x - x - x - x - x - x - x - x - x - x - x - x - x - x - - - - - - FARM FENCE 625.54' ezl S 89°42'57" W FND 4X4" NO ID $ I GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. I $ 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED I CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING $ MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. g I 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED $ USING CARLSON SURVEY 2008. $ 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS g MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE COE)E (F.A.C.) 5J-17-051. $ $ CA I I I mill I I I o I 11%z1o_I iiQ I � 2t15 z Lu I I g <I�I = I t Iwl I of w I I I � C) z I I lol I �I w I U)I $ I I �I�I Y I I l�l I V) 0 11 O of I zlz II I $ wI0II JI �I $ CA 1[ 1 I CCA II w I m l 00 l 1 l (.0 12� b I � I 1 3.I50 oI I I I $ CM 1101 I I I a I'{c l 1 2° 2°• I I I $ zl T J HECTOR LUNA ` I ml i CE I I 2317-214-0004-000-4 $ VACANT of I Q I $ 01 Q I I1-4 6 I I I 12 2� 214' LOCATION MAP STREET ADDRESS TBD S. BROCKSMITH ROAD, FORT PIERCE, FL 34945 GENERAL NOTES 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH LINE OF WEST Y2 OF SECTION 17, TOWNSHIP 35 S, RANGE 39 E, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, HAVING A BEARING OF S 89'41'4 3" W, AS SHOWN, ASSUMED DATUM. 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. 4. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. 5. 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. 6. 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. 7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 8. 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. 9. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD MEASURED DATA. 10. THE LAST DATE OF- FIELD WORK WAS APRIL 18, 2017. 11. ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD AND ARE IN FEET. 12. THE INTENDED USE OF THIS SURVEY IS FOR THE DEVELOPMENT OF A SINGLE FAMILY RESIDENCE. 13. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988, REFERENCE BENCHMARK BEING ST. LUCIE COUNTY, "HERR" WITH AN ELEVATION OF 23.38'. LEGEND & ABBREVIATIONS A ARC LENGTH NO OR # A/C AIR CONDITIONER NTS BM OR -$ BENCHMARK OHP C CALCULATED FROM FIELD MEASUREMENTS ORB CBS CONCRETE BLOCK STRUCTURE P CA CENTERLINE PG(S) CM CONCRETE MONUMENT PLS D DEED POB DEG OR ' DEGREE POC ELEV ELEVATION PRM FDOT FLORIDA DEPARTMENT OF TRANSPORTATION PSM FFE FINISH FLOOR ELEVATION R FND FOUND RLS GPS GLOBAL POSITIONING SYSTEM R/W ID IDENTIFICATION NUMBER Q IP IRON PIPE & IR IRON ROD IRC IRON ROD & CAP Q LB LICENSED BUSINESS LS LICENSED SURVEYOR M MEASURED DATA FH OR NAVD NORTH AMERICAN VERTICAL DATUM NGVD NATIONAL GEODETIC VERTICAL DATUM Z v Z�0° ��m 06 2 LL ' m La V 0 L� @�� W O toz a LL !- W Z W. ; y o w li W LL V+ J to a a N Q z 3N m z V '> o O J 2 0 J�no;; cm N O ui O Y v Z J Z UJ LL 0 00 z O a � _ Qa rn I- r � ¢ g WLU Z > 0 W Z > ~ pq z vi > L W w W W U � a w _ a 0 Gq (U d q w w LD pq Q = A A > U ¢ Q U U U U ppqq w CU 01 ,m., Mo Q w m 00 0 z- a y Z - Q 0 Z a- O mwz¢ Ww�� J � FE fL <0w95 I� -wc,, SDOU N woQ �Na<w� CJ am mo r/ � Z vJ U)� N=Ew zDo > W W Z EA<oo >- DOW F- > w 0 Z) 0� n ?zoao � , N <p, a fol - Z J Q W J mm hw O Z L > oU = m=F c� a �'o > b Uro } UZZ" 0 11 a -wz_ o o<oD3 z zoo O jS Wo o t� oz8&o � oaw= v zoom J Q�rr f" .wz �•+ a 0 JmwK <aow DRAWN BY; CA NUMBER NOT TO SCALE CHECKED BYI CA DATE; APRIL 26, 2017 OVERHEAD UTILITIES OFFICIAL RECORDS BOOK HORIZONTAL SCALE; PLAT DATA PAGE(S) 1•=40' PROFESSIONAL LAND SURVEYOR POINT OF BEGINNING NOT VALID WITHOUT THE SIGNATURE POINT OF COMMENCEMENT PERMANENT REFERENCE MONUMENT PROFESSIONAL SURVEYOR AND MAPPER AND ORIGINAL RAISED SEAL OF A FLORIDA UCENSED SURVEYOR & MAPPER. RADIUS REGISTERED LAND SURVEYOR RIGHT-OF-WAY WATER METER SEAL AND AT DELTA CHARLES ARNOLD UTILITY POLE MANHOLE PROFESSIONAL SURVEYOR & MAPPER FIRE HYDRANT FLORIDA UCE E NO. 4971 BIKE LANE TURN LANE P TNT D ♦�DAV SHEET 1 OF 1 PROJECT NO. 17-527