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HomeMy WebLinkAboutSURVEY18�8 01037 200 N z 0 U s w W g z a 0 In w GRAPHIC SCALE 800 I ( IN FEET ) I 1 inch = 200 ft. I I I i I I I I I I I I z® I S89°43'42"W 1327,62 3z I �a FOUND BOAT SPIKE UNNUMBERED NORTH LINE E THE () NW TOWNSHIP OF SECTION 33, NW SECTION CORNER I TOWNSHIP 35 SOUTH; RANGE 39 EAST I I I I I UNPLATTED LANDS OCCUPIED SET 5/8" IR/C STAMPED LB8098 BM#2 SET 5/8" IR&C WITNESS STAMPED LB 809$, N:1113686.89 E: 837281.51 EL: 1 &49' ME O\ O d W 4�HOG �r FENCE LO 135, 32' I S89°37'48"W 370.47' N0019'52"E �- 48.00' N89°42'56"E 1327.62' DETAIL GRAPHIC SCALE ( IN FEET ) 1 inch = 40 ft. FENCE o 0 ❑ ❑ CONCRETE PAD COVERED PATIO 2. 5.5'x6.4' PUMP PAD 5' LO n PROPANE TANK O 3'x3' A/C PAD FAMILY CONCRETE MILLING DRIVE 1� W S89°39'47"W 957.90' 7 S PTIC AND INOBSrRUCTED A 1,498 SQ.FT. -- -1 I "Z! 12j I 0 0 w rn4 r-_t SEE DETAIL o "' a z 0 89°42'59 605.09' w o TRACT 2 O FOUND I/P 00 UNNUMBERED _SE�Ci°_42 5Q"lAL_ __sns_n9' (NORTH 1/4 CORNER) EAST LINE OF THE NW 1/4 OF SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST 395.88' SET 5/8- IR&C WITNESS STAMPED LB 8098 POND Q LL_ O Cy SET 5/8- IR/C J STAMPED LB8098 CO CO 0 `0 a 00 tW ry Cz �� W J O $ _ z V) \ RAVE DRIVEWAY ON OHHW — — — — --�— OHW= —�—BH ; . SqL— —. � i � OHW——'OF1AM—'� OFfW- _9HW_ — — — — —�— --------------------------- - - - - - --= -- -- - _-----------_ =-�— _ -_Rid _--N89°42'59"E 06 5 09' A� _ FND 5/8" IR& 61.05' FND 5/8" IR&C 544.04' -- STAMPED LB 7673 SET 5/8" IR/C STAMPED LB 7 STAMPED LB8098 BM 1 00 4' HIGH SET 5/8- IR&C NORTH LINE OF THE 7i BARBED WITNESS NW 1/4 OF SECTION 33, FOUND IP 0 WIRE NT11 3691 LB 8098 TOWNSHIP 35 SOUTH, RANGE 39 EAST UNNUMBERED FENCE E:8 7466.09 (NORTH 1/4 CORNER) DRI I / EL:1 .00' 2 STORY C.B.S. EXISTING j DECK � I j POOL j I I X PROPOSED 20' INGRESS/EGRESS EASEMENT ri w , 7= � 0 �P=s 0wLn w In M zwa. J 0S a �,z w p z ST. LUCIE COUNTY, FLORIDA VICIMTY MAP NO SCALE LEGAL DESCR/PT/ON THE EAST 30.00 ACRES, LESS THE NORTH 840.00 FEET THEREOF, AND THE SOUTH 4.00 ACRES OF THE WEST 10.00 ACRES OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 28, TOWNSHIP 35 SOUTH, RANGE 39 EAST, SAINT LUCIE COUNTY, FLORIDA. NOTES 1) NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR. 3) DESCRIPTION SHOWN HEREON IS AS SHOWN ON THE WEBSITE OF THE SAINT LUCIE COUNTY PROPERTY APPRAISER. 4) SAID PARCEL CONTAINS 16.13 ACRES (702,622.80 SQUARE FEET) MORE OR LESS. 5) BEARINGS AND DISTANCES SHOWN ARE PER RECORD PLAT AND MEASURED UNLESS OTHERWISE NOTED. 6) BEARINGS SHOWN HEREON ARE RELATIVE TO THE EAST LINE OF THE NW 1/4 OF SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST. 7) THE LAST DATE OF FIELD WORK WAS JANUARY 3, 2019. 8) UNDERGROUND UTILITIES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF THIS SURVEY. 9) ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. THE PRIMARY BENCHMARK FOR THIS PROJECT IS ST. LUCIE COUNTY BENCHMARK DESIGNATED "NGS C-17," HAVING AN ELEVATION OF 21.00 FEET NAVD88. THE ONSITE BENCHMARKS ARE AS SHOWN. 10) DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD DESIGNATIONS "X" BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 12111CO070J, ST, LUCIE COUNTY, FLORIDA, WITH AN EFFECTIVE DATE OF FEBRUARY 16, 2012. LEGEND (P) PLAT DATA TYP TYPICAL (F) FIELD DATA EL. ELEVATION (C) CALCULATED FROM FIELD MEASUREMENTS CONC CONCRETE FND. FOUND WM WATER METER P.C.C. POINT OF COMPOUND CURVE TOB TOP OF BANK P.R.C. POINT OF REVERSE CURVE (RAD) RADIAL LINE P.L.S. PROFESSIONAL LAND SURVEYOR IP IRON PIPE L.B. LICENSED BUSINESS O PERMANENT CONTROL POINT (PCP) IRC IRON ROD & CAP DELTA (CENTRAL ANGLE) • IRON ROD &CAP (IRC) LE ELECTRIC PANEL R RADIUS L ARC LENGTH No. NUMBER CB CHORD BEARING PC POINT OF CURVE PT POINT TANGENCY N.A.V.D. NORTH AMERICAN VERTICAL DATUM � CENTERLLINE SEPTIC TANK C-OL) WOOD POWER POLE SC M t4ED BY St. Lu lC',nion,t, MICHAEL T. OWEN PROFESSIONAL SURVEYOR AND MAPPER - „', Tn,LaF FLORIDA REGISTRATION #5556 tt TURE DATE: ENGINEERS 0 SURVEYORS 10260 VILLAGE PARKWAY UNIT 201 PORT ST. LUCIE, FL 34987 2� 772-462-2455 -® www.edc-inc.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 m m m w N O �y OR LL g W .5 1 w 3 a a U 1 5 W U v! I.L z J in ry J :) 0 m0 O LL - 31:4 10250 VILLAGE PARKWAY UNIT 201 PORT ST. LUCIE, FL 34987 `M 772-462-2466 S-13-180-5 1 OF 1 m h /YO8-043-7 I GRAPHIC SCALE 200 I 0 100 200 400 800 I I ( IN FEET ) I 1 inch = 200 ft. I I z I U I W I o I r~ I I I J I � i I � I m 29 I 28 1327,62 --------------- �----S89_43'42'_W 32 '� as FOUND BOAT SPIKE NORTH LINE THE UNNUMBERED NW 1/4 OF SECTION 33, 8 (NW SECTION CORNER) I TOWNSHIP 35 SOUTH, RANGE 39 EAST m I 0 I pH Q I o I 0 0 z w z r rn UNPLATTED LANDS OCCUPIED SET 5/8" IR/C STAMPED LB8098 N00°19'52"E 48.00 ca S89'37 48" W 370.47' w S89'39'47"W 957.90' LO a w O r Ln �m 1.4 SEE DETAIL z "' Q 89°42'59 605.09' O 0O O U7 �O p p TRACT 2 O O FOUND I/P N89°42'56"E 1327.62' cn� ---S89°42>�9"_W 6�5 �9' OD .— UNNUMBERED (NORTH 1/4 CORNER) 61.0 54.04' i I I DETAIL GRAPHIC SCALE 0 20 40 30 ( IN FEET ) 1 inch = 40 ft. 160 CHAIN LINK FENCE rn 4.5' x 5' `O CONCRETE PAD BM#2 COVERED PATIO 13.05' S PTIC AND SET 5/8" IR&C / 135.32' 35.48' NOBS 11 RUCTED ARE 98 SQ. FT. WITNESS ® - - - STAMPED LB 5 4 fi 3,41' c' - N:1113686.89 5.5'x6.4' PUMP PAD SINGLE FAMILY r E:837281.51 EL:18.49' n RESIDENCE M I z 12 ri .53' I I- N 1.s1 O 20.48 1 51' J J'IT'I O PROPANE TANK 11.08' L - - - - . O 3'x3' A/C PAD 4.5922.3' 5.54 rn 35.25' 00 H4 00 WIRE CONC. rl FENCE CONCRETE MILLING DRIVE Ln 77 0) O00 O PR POSED 05.09' EAST LINE OF THE NW 1/4 OF SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST 395.88' SET 5/8" IR&C WITNESS STAMPED LB 8098 POND I ILL. O 0 SET 5/8" IR/C J STAMPED LB8098 DRIVEWAY - - -OH - - - - - - - � OHW- �H 1� _. —. — OHW-. -RHW OFfW- OHW off OHW un .— ---- _ —_ —_-- — — — ---_ _— - - -RAVEL _ _ — — — — —EXIfi -N89"42'59"E 605.09' A� — _ ----- —�— — — 61.05' FND 5/S• IR&C 544.04' — FND 5 8" IR& / STAMPED LB 7673 SET 5/8" IR/C STAMPED LB 7 STAMPED LB8098 BM 1 4' SET 5/8" IR&C NORTH LINE OF THE %i HIGH BARBED VATN STA ESS PED LB 8098 NW 1/4 OF SECTION 33, FOUND IP WIRE N:11 3591.74 TOWNSHIP 35 SOUTH, RANGE 39 EAST UNNUMBERED DD/ FENCE E;8 EL:1 7466.09 .00' (NORTH 1/4 CORNER) 2 STORY C.B.S. EXISTING j DECK j I rr l I r-------- I I r- POOL I I 0 PROPOSED 20' INGRESS/EGRESS EASEMENT M Lli M y H- 0O3N �F7- V)4� w In a Ld 1n M m z o= z a ¢�3<LLI m Ld z ST. LUCIE COUNTY, FLORIDA VICINITY MAP NO SCALE LEGAL DESCRIPTION THE EAST 30.00 ACRES, LESS THE NORTH 840.00 FEET THEREOF, AND THE SOUTH 4.00 ACRES OF THE WEST 10.00 ACRES OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 28, TOWNSHIP 35 SOUTH, RANGE 39 EAST, SAINT LUCIE COUNTY, FLORIDA. NOTES 1) NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR. 3) DESCRIPTION SHOWN HEREON IS AS SHOWN ON THE WEBSITE OF THE SAINT LUCIE COUNTY PROPERTY APPRAISER. 4) SAID PARCEL CONTAINS 16.13 ACRES (702,622.80 SQUARE FEET) MORE OR LESS. 5) BEARINGS AND DISTANCES SHOWN ARE PER RECORD PLAT AND MEASURED UNLESS OTHERWISE NOTED. 6) BEARINGS SHOWN HEREON ARE RELATIVE TO THE EAST LINE OF THE NW 1/4 OF SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST. 7) THE LAST DATE OF FIELD WORK WAS JANUARY 3, 2019. 8) UNDERGROUND UTILITIES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF THIS SURVEY. 9) ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH- AMERICAN VERTICAL DATUM OF 1988. THE PRIMARY BENCHMARK FOR THIS PROJECT IS ST. LUCIE COUNTY BENCHMARK DESIGNATED "NGS C-17," HAVING AN ELEVATION OF 21.00 FEET NAVD88. THE ONSITE BENCHMARKS ARE AS SHOWN. 10) DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD DESIGNATIONS "X" BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 12111CO070J, ST. LUCIE COUNTY, FLORIDA, WITH AN EFFECTIVE DATE OF FEBRUARY 16, 2012. LEGEND (P) PLAT DATA TYP TYPICAL (F) FIELD DATA EL. ELEVATION (C) CALCULATED FROM FIELD MEASUREMENTS CONIC CONCRETE FIND. FOUND WM WATER METER P.C.C. POINT OF COMPOUND CURVE TOB TOP OF BANK P.R.C. POINT OF REVERSE CURVE (RAD) RADIAL LINE P.L.S. PROFESSIONAL LAND SURVEYOR IP IRON PIPE L.B. LICENSED BUSINESS Q PERMANENT CONTROL POINT (PCP) IRC A IRON ROD & CAP DELTA (CENTRAL ANGLE) • IRON ROD & CAP (IRC) LEI ELECTRIC PANEL R RADIUS L ARC LENGTH No. NUMBER CB CHORD BEARING PC POINT OF CURVE PT POINT OF TANGENCY N.A. V.D. NORTH AMERICAN VERTICAL DATUM � CENTERLINE SEPTIC TANK CO-) WOOD POWER POLE MICHAEL T. OWEN PROFESSIONAL SURVEYOR AND MAPPER AtATear�e SIGNATURE DATE: FLORIDA REGISTRATION #5556 sPJ� FLORIDA;�4 °Oa°'� aUv''6bG a^4k 1 1 ENGINEERS 0 SURVEYORS 10260 VILLAGE PARKWAY UNIT 201 PORT ST. LUCIE, FL 34987 'M 772-462-2455 ,B www.edc-inc.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 o 0 Q W U a VJ 0 J J D0a o m0�'^� VJ 0 Z J LL z U w_ V J ,1 10250 VILLAGE PARKWAY UNIT 201 PORT ST. LUCIE, FL 34987 GIs 772-462-2455 S-13-180-5 1 OF 1 -0 CD In C C3* 0 cT) ro -n �cy�+w� i ($Q13 �oro3'1 M 21 I GRAPHIC SCALE I I, uv r �r I 1 inch = 200 ft, 0 I S89°37'48"W 370.47' in O r In z I o o I L0 N Ln a O o I U) 1 W m I 29 I 29 S89°43'42"W 1327.62 -------------------------------- _ ti 32 as FOUND BOAT SPIKE I NORTH LINE OF THE z UNNUMBERED NW OF SECTION 33, (NW SECTION CORNER) IP 35 SOUTPi, TOWNSHIP Y RANGE 39 EAST I z I F o I °a � I I 0 i I o F I I w G I � I I o I � I 0 w z a w 0: w 0 ❑ 0 0 w w N00°19'52"E I q 48, 00' Na W S89'39'47"W 957.90' W LO ~ rn � SEE DETAIL 0 I' z o _ 89°42'59 605.09' -1 mo -0 TRACT 2 O O� O FOUND I/P UNNUMBERED N89`42 56'E 1327.62 n `42'�9°UV- Q�1y °-° (NORTH 1/4 CORNER) -- -- 61 0 5 4.04' -- I _ I I I I EAST LINE OF THE NW 1/4 OF SECTION 33, ; 1 TOWNSHIP 35 SOUTH, IRANGE 39 EAST I I I I I I I I I I I � I ETAIL GRAPHIC SCALE 40 0 20 40 BO 160 ' ( IN FEET 1 inch = 40 ft. SET 5/8" IR/C - SET 5/8" IR/C STAMPED LB8098 STAMPED L88098 S89'42 59 W 605.09 o p LO O BM#2 O 00 SET 5/8" IR&C 135.32" � 35.48' 13.05 f WITNESS — W STAMPED LB 8098 a � N:11EL:18. 89 1O m77Lm 23.41' PROPOSED — E:837281.51 n BUILDING /'\ EL:18.49' co Ni n EXISTING FORMBOARD , C r TLo // \�\ T R a 20.48' A11.08' 2.33' EL: 20:53' 00 p 4.59' 5.54' m CO _ 51,32' 00 z 395.88' SET 5/8" IR&C WITNESS In STAMPED LB 8098 rn O O --------_-------------— — — — — — — — — — ----_ _—_—_-_ — -- _� — _ — 7 -- --- -- — ---N°42'"605.09' — — — — == —�— 89 S9E -- — — — — 544.04 — _ _ END 5/8" IR&C 61.05' END 5/8" IR&C STAMPED LB 7673 SET 5/8" IN C STAMPED LB.7673 STAMPED LB8098 BM#1 SET 5/8' IR&C WITNESS FOUND IP STAMPED LB 8098 UNNUMBERED N:111359 .74 (NORTH 1/4 CORNER) E:83746 .09 EL:19.00" IL IL - r' T JL fF F R fr ST. LUCIE COUNTY, FLORIDA VICINITY MAP LL NO SCALEji .,:. DateApt�I Yj prow ENGINEERS NEERS ® SURVEYORS 10260 VILLAGE PARKWAY UNIT 201 PORT ST: LUCIE, FL 34987 772-462-2455 su www.edc-inc.com B.P.E. CERTIFICATE OFAUTHORIZATION 9935 L.S.CERTIFICATE OF AUTHORIZATION 8098 n1 ,St}4"f ho , n � O w ry 0 O J �< ❑. `'� " a LEGAL DESCRIPTION THE EAST 30.00 ACRES, LESS THE NORTH 840.00 FEET THEREOF, AND THE SOUTH 4.00 ACRES OF THE WEST 10.00 ACRES OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 28, TOWNSHIP 35 SOUTH, RANGE 39 EAST, SAINT LUCIE COUNTY, . FLORIDA. 0 NOTES o 1) NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR. o 3) DESCRIPTION SHOWN HEREON IS AS SHOWN ON THE WEBSITE OF THE SAINT LUCIE COUNTY PROPERTY'' o APPRAISER. w LL 4) SAID PARCEL CONTAINS 16.13 ACRES (702,622.80 SQUARE FEET) MORE OR LESS: 5) BEARINGS AND DISTANCES SHOWN ARE PER RECORD PLAT AND MEASURED UNLESS OTHERWISE m NOTED. 0 0 6) BEARINGS SHOWN HEREON ARE RELATIVE TO THE EAST LINE OF THE NW 1/4 OF SECTION 33, ° . . TOWNSHIP 35 SOUTH, RANGE 39 EAST. 7) THE LAST DATE OF FIELD WORK WAS JANUARY 3, 2019. m w 8) UNDERGROUND UTILITIES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF THIS 5 ❑ 9) SURVEY. ELEVATIONS SHOWN HEREON .ARE RELATIVE TO THE NORTH AMERICAN, VERTICAL, DATUM OF 1988. THE `v PRIMARY BENCHMARK FOR THIS PROJECT IS ST. LUCIE COUNTY BENCHMARK DESIGNATED "NGS C-17," _ HAVING AN ELEVATION OF 21.00 FEET NAVD88. THE ONSITE BENCHMARKS ARE AS SHOWN. 10) DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD DESIGNATIONS "X" BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO, 12111CO070J, ST. LUCIE COUNTY, FLORIDA, WITH AN EFFECTIVE DATE OF FEBRUARY 16, 2012. j W LEGEND (� (P) PLAT DATA TYP TYPICAL _ (� (F) FIELD DATA FL. ELEVATION a Z (C) CALCULATED FROM FIELD MEASUREMENTS CONC CONCRETE Q' FND. FOUND UJM ' WATER METER Q Q ®_ P.C.C. POINT OF COMPOUND CURVE lOB TOP OF BANK REVERSE CURVE RADIAL LINE Z r n _J P.R.C. POINT OF (RAD) V P.L.S. PROFESSIONAL LAND SURVEYOR 1P IRON PIPE Z) O ` - ® j i L.B. LICENSED BUSINESS 0 PERMANENT CONTROL POINT (PCP) O W IRC IRON ROD &CAP * IRON ROD & CAP (IRC) DELTA (CENTRAL ANGLE) ELECTRIC PANEL m O i—' -- LL L ® NO. NUMBER I — ` ARC LENGTH ?C POINT OF CURVE ® Z ' CB CHORD BEARING PT POINT OF TANGENCY m N.A,V.D. NORTH AMERICAN VERTICAL DATUM IL CENTERLINE SEPTIC TANK WOOD POWER POLE Q W uyr � U J :} L Cl) �J' 7. r L lam/ MICHAEL T. OWEN PROFESSIONAL SURVEYOR AND MAPPER SIGNATURE ATE: FLORIDA REGISTRATION #5556 ......._ IL j JE IL )I 10250 VILLAGE PARKWAY UNIT 201 PORT ST. LUCIE, FL. 34987 M 772-462-2455 -13-180-5 1 OF 1 GRAPHIC SCALE ( IN FEET ) 1 inch = 200 ft. 2 800 o ' W I o I � I a I I o I � I I 2S i 28 S89`43'42"W 1327,62 Q —_------ __--- --. rn 32 as FOUND BOAT SPIKE ^ z UNNUMBERED NORTH LINE E THE (NW SECTION CORNER) NW OF SECTION 33, TOWNNSHSH OF 35 SOUTH, I RANGE 39 EAST i a 0 Q p a o_ ~ I 0 ° I a w G i � I � I o � I i xtiA x�`a' 01, SET 5/8" IR/C 1 S89'37'48"W 370.47' U0 h 0 in N Lai N00°19'52"E r- 48,00' O 1n N89'42'56"E 1327._62 40 �0aa F+I a S89°39'47"W . 957.90' N W SEE DETAIL 1� � a o 71 O � _ z TRAC1 2 FOUND I/P UNNUMBERED (NORTH 1/4 CORNER) I I I I I I I I EAST LINE OF THE I NW 1/4 OF. SECTION 33, 1 TOWNSHIP 35 SOUTH, IRANGE .39 EAST I I DETAIL za GRAPHIC SCALE 60 ( IN FEET ) 1 inch = 40 ft. X I �O ti STAMPED LB8098 tigh xti b PROPOSED WELL 75.00' I S89`42'59"W 605. xti b � x b Ooxti0xti0xtixti xtiell n 0), x / S'MR C 1.50 �A0) PROPOSE SEPTIC SET 5/ UNPLATTED LANDS 135,32' 5* / — AND UNOBST UCTED AREA WITNESS OCCUPIED 72:00' 1,498 Q. FL STAMPED LB 8098 � N:1113686.89 �� x,� m R PROPOSED b - E:837281.51 xti 'b. RESIDENCE Iq I I �xA�' EL:18.49' O ��3 M FFE=20.50' X n x��2� I xNq? 10• O 20 67' a D 0b I42 x 35.25' b �1 - — -.- -- - —*— ° no OC -- e 51.42' I X'0 �4" HOG WIREti CQNCRETE . V .. z o xtim� x FENCE <PA�iKING, .4 ©'N b � e Soh It W Ax VXNrb X �XN' b 6) o xti0 O xr co a m O �Qa PROPOSED �� p 1n „ GRAVEL DRIVEWAYb 4l - OHW x1'� OHW X'ti ,yasl X jHWth. —OhIW — - -- m 3ti°ti - ti ti - x ti �. P ---------------�c's1—---tic1'rx-�'-- �. .:tip .xv — — _ — — — i — • _ xti, x — — — 544.04' 6.1.OS END 5/8" IR&c ��0 D 5 STAMPED LB 7673 STA ED LB 7573 BM#1 SET 5/8" IR&C 0 4' HIGH WIT ESS BARBED STA 4PED LB 8098 n WIFE N: 1113591,74 DRI VE FENCE E:8 EL:1 7466.09 .00' PROPOSED 20' INGRESS/EGRESS EASEMENT 1 2 STORY C,B.S. x J I EXISTING I DECK j I i POOL L_________- 1 I POND / K 0 ST. LUCIE COUNTY, FLORIDA VICINITY MAP NO SCALE LEGAL DESCRIPTION THE SOUTH 180.00 FEET OF THE WEST 605.00 FEET OF THE EAST 625,00 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 28, TOWNSHIP 35 SOUTH, RANGE39 EAST, ST. LUCIE COUNTY, FLORIDA. ENCUMBERED BY AN EASEMENT FOR INGRESS AND EGRESS PURPOSES OVER THE SOUTH 2O.00 FEET OF THE HEREON DESCRIBED PARCEL 3. CONTAINING 2.50 ACRES, MORE OR LESS. NOTES 1) NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR. �0.00'_ 3) SAID PARCEL CONTAINS 2.5 ACRES (108910.17 SQUARE FEET) MORE OR LESS. 4) BEARINGS AND DISTANCES SHOWN ARE PER RECORD PLAT AND MEASURED UNLESS OTHERWISE >- NOTED. 1 5) BEARINGS SHOWN HEREON ARE RELATIVE TO THE EAST LINE OF THE NW 1/4 OF SECTION 33, o TOWNSHIP 35 SOUTH, RANGE 39 EAST. 6) THE LAST DATE OF FIELD WORK WAS JANUARY 3, 2019. 7) UNDERGROUND UTILITIES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF THIS SURVEY. a 8) ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. THE SET 5/8" IR/C o PRIMARY BENCHMARK FOR THIS PROJECT IS ST. LUCIE COUNTY BENCHMARK DESIGNATED "NGS C-17," STAMPED LB8098 -- ---- I= HAVING AN ELEVATION OF 21.00 FEET NAVD88. THE ONSITE BENCHMARKS ARE AS SHOWN. Q 9) DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HALING A FLOOD DESIGNATIONS "X" BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 0 12111C0070J, ST. LUCIE COUNTY, FLORIDA, WITH AN EFFECTIVE DATE OF FEBRUARY 16, 2012. O O O 00 Q O Lli } / J LEGEND _ T -- O (P) PLAT DATA TYP TYPICAL ' z (F) FIELD DATA EL. ELEVATION (C) CALCULATED FROM FIELD MEASUREMENTS CONC CONCRETE FIND. FOUND WM WATER METER OF COMPOUND CURVE TOB TOP OF BANK SET 5/8" IR&C P C.C. POINT P. R.C. POINT OF REVERSE CURVE (RAD) RADIAL LINE WITNESS STAMPED LB 8098 P.L.S. PROFESSIONAL LAND SURVEYOR IP IRON PIPE L.B. LICENSED BUSINESS ® PERMANENT CONTROL POINT (PCP) IRC IRON ROD & CAP IRON ROD '& CAP (IRC) A DELTA (CENTRAL ANGLE) ELECTRIC PANEL — — — — R RADIUS No. NUMBER �o w— -- — =ottw_ OH �e-----_= —� �I——IC�AD — L ARC LENGTH PC POINT OF CURVE CB CHORD BEARING PT POINT OF TANGENCY 42 59 E 605.09 — — — N.A.V.D. NORTH AMERICAN VERTICAL DATUM CL CENTERLINE F SEPTIC TANK WOOD POWER POLE _ Nb. SET 5/8" IR/C STAMPED LB8098 NORTH LINE OF THE NW 1/4 OF SECTION 33, FOUND IP TOWNSHIP 35 SOUTH, UNNUMBERED RANGE 39 EAST (NORTH 1/4 CORNER) W F- - H00�V F-InQ U vI i m OLLI N Z O(D- z Z V) <LO w\r�j�m I= Z I TREE SCHEDULE POINT TREE DIA. 27500 OAK 12" 27501 PINE 14" 27502 OAK 16" 27503 OAK 12" 27504 PINE 18" 27505 OAK 12" 27506 OAK 12" 27507 PALM 12" 27508 PALM 1 12" 27509 OAK 18" 0 OAK P PALM MICHAEL T. OWEN PROFESSIONAL FLORIDA REGISTRATION #5556 EYOR ANU 'APPF- SIGNATURE ATE: F.. u 7 FEB 6 I' �11• 1+ 11m �I f ENGINEERS Q SURVEYORS 10260 VILLAGE PARKWAY UNIT 201 PORT ST. LUCIE FL 34987 772-462-2455 i www.edc-incmm F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 u SSE � Y N 2 W p s < 2 Q Q ri' P r r. r W o O O%3p w J (n N r o o �I z z g U 2 U 41 U > >- Z ��/)�„ Z V Qt1-wL LLJ rILL = �,d LL z Lu t- f tda Lk i 10250 VILLAGE PARKWAY UNIT 201 PORT ST. LUCIE, FIL e4987' L 772-462-2455 1 OF 1 2 0 0 z w z z z a a I GRAPHIC SCALE I ,0 1 inch 200 ft. I I I I I I I I I I I 39 1 29---S89'43'42"W 1327-62 32 j3 FOUND BOAT SPIKE NORTH LINE OF THE UNNUMBERED NW 1/4 OF SECTION 33, (NW SECTION CORNER) TOWNSHIP 35 SOUTH,' RANGE 39 EAST I I I I. I I I I 1 I I � l I 1 I I I UNPLATTED LANDS OCCUPIED px h xNrol x1°19 xti� x�0. S89°37'48"W 370.47' in r- O in N O Cn N00119'52"E r— 4 .00' N89°42'56"E 1327 62' v % 01 r PROPOSED WELL 75.00' I A BM#2 SET 5/I IR&C WA n1' WITNESS STAMPED LB 8098 — N:1113686.89 xti0� E: 337281.51 �1�3 EL:18.49' 4" HOG WI I h FENCxti� E ,,O 40 I^ a a afolI qFh x''�'� x�^ 'xti°XtiA x 1.50' 72.OD� XN 00 x PROPOSED o ti4 RESIDENCE 3 FFE=20.50' rO x 2 N 20.67' Ln t x xtib 0(.0 51.42' 35 CONCRETE z r o • PARKING, x o xa o n ti A�Xtig�nj` ~� WAx x �lb X% -- — — OflW' x" s,—..OHW xtif{W --- 2 STORY C.B.S. EXISTING I j DECK j I---------- T I POOL I FIND 5/ \I-R&C x �� N 000 STAMPED L� 7E73 rb o PROPOSED C_ b A GRAVEL \ DRIVEWAYro I - gkW —OH -77 PA S89039'47"W 957.90' SEE DETAIL. I P4 N ^� Ln t.IJ I! _- m m co J _ O g Z •- FOUND I/P UNNUMBERED (NORTH 1/4 CORNER) '42'56';YN 563.81 DETAIL 20 PROPOSED SEPTIC UNOBSTRUCTED 1,498 SQ. FT. c I 1 h j I I IBM 0 EAST LINE OF THE NW 1/4 OF SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST � I POND / i SET 5/8" IR&C WITNESS STAMPEL LB 8098 OHW- �- ——'@N?N— OFFW- -- _oHW- — — — - '— ,g F f�TIf�D_SDELZ. �K— AD BM#1 SET 5/8" IR&C 4' HIGH WITNESS BARBED L STAMPED LB 8098 WIRE N:1113591.74 FENCE E: 837466.09 EL:19.00' PROPOSED NORTH LINE OF THE NW 1/4 OF SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST LLJ m FOUND IP/ UNNUMBERED (NORTH 1/4 CORNER) 1- LIJ r1 = H r Op~_ F cn L v) � Lli V) r`m Z 0- z - d co Z C Cn -'�Z Qm IIJ 0 z I ENGINEERS ® SURVEYORS HTEd 10250 VILLAGE PARKWAY UNIT 201 PORT ST. LUCIE, FL 34987 9? 772-462-2455 -b Www.edc-inc.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 i .M Ilk ST. LUCIE COUNTY, FLORIDA VICINITYMAP LL0 w ww36 NO SCALE N s ¢ N LEGAL DESCRIPTION THE EAST 30.00 ACRES, LESS THE NORTH 840.00 FEET THEREOF, AND THE SOUTH 4.00 ACRES OF THE WEST 10.00 ACRES OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 28, TOWNSHIP 35 SOUTH, RANGE 39 EAST, SAINT LUCIE COUNTY, FLORIDA. NOTES 1) NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR. 3) DESCRIPTION SHOWN HEREON IS AS SHOWN ON THE WEBSITE OF THE SAINT LUCIE COUNTY PROPERTY APPRAISER. 4) SAID PARCEL CONTAINS 16.13 ACRES (702,622.80 SQUARE FEET) MORE OR LESS. 5) BEARINGS AND DISTANCES SHOWN ARE PER RECORD PLAT AND MEASURED UNLESS OTHERWISE NOTED. 6) BEARINGS SHOWN HEREON ARE RELATIVE TO THE EAST LINE OF THE NW 1/4 OF SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST, 7) THE LAST DATE OF FIELD WORK WAS MARCH 20, 2018. 8) UNDERGROUND UTILITIES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF THIS SURVEY. 9) ELEVATIONS SHOWN HEREON ARE RELATIVE TO r'F NORTH AMERIC,AN VERTICAL DATUM OF 1988. THE PRIMARY BENCHMARK FOR THIS PROJECT IS ST I_UCIE COUNTY BENCHMARK DESIGNATED "NGS C-17," HAVING AN ELEVATION OF 21.00 FEET NAVD88. THE ONSITE BENCHMARKS ARE AS SHOWN. 10) DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD DESIGNATIONS "X" BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 12111CO070J, ST. LUCIE COUNTY, FLORIDA, WITH AN EFFECTIVE DATE OF FEBRUARY 16, 2012. LEGEND FILL. (P) PLAT DATA TYP TYPICAL (F) FIELD DATA EL. ELEVATION (C) CALCULATED FROM FIELD MEASUREMENTS CONC CONCRETE FND. FOUND WM WATER METER P.C.C. POINT OF COMPOUND CURVE TOB TOE' OF BANK P.R.C. POINT OF REVERSE CURVE (RAD) RADIAL LINE P.L.S. PROFESSIONAL LAND SURVEYOR IP IRON PIPE L.B. LICENSED BUSINESS 0 PERMANENT CONTROL POINT (PCP) IRC IRON ROD & CAP • IRON ROD & CAP (IRC) 0 DELTA (CENTRAL ANGLE) E ELECTRIC PANEL R RADIUS No. NUMBER L ARC LENGTH CB CHORD BEARING PC POINT OF CURVE N.A.V.D. NORTH AMERICAN VERTICAL DATUM PT POINT OF TANGENCY CENTERLINE SEPTIC TANK WOOD POWER POLE I FLORIDA REGISTRATION #5556 t 9-1 J 1t W 0 0 uj U ITT � , ' .. !s so 10250 VILLAGE PARKWAY UNIT 201 PORT ST. LUCIE, FL 34987 2� 772-462-2455 -1 12110-1 OF 1 511 I GRAPHIC SCALE N2001 0 100 200 400 800 ( IN FEET ) I = 200 ft. z o I w I o I I a I �� S o I F I w I 39 I 39 ___S89°43'42"W_ 1327.62 - ____ - __ ________ __ ___a az FOUND BOAT SPIKE ti i NORTH LIN THE _ z UNNUMBERED (NW SECTION CORNER) NW 1/4 OF 'SEC o TOWNSHIP 35 SOU 1, m, RANGE 39 EAST 0 H I O a z ¢ 0 s I 0 o I a I z � I � I 0 � I z W 0 0 S X-A 0 w z ¢ X? 0 z 0 w 0 z w z w z z z W w S W z w 0 w a UNPLATTED LANDS OCCUPIED x 4bR xtiP' 01 x1�12 A O'XNIZti I I S89°37'48"W 370.47' Ln f� O r LO N Ln 0 O m N00°19'52"E 48.00' N89°42'56"E 1327.62' S89`39'47"W 957.90 SEE DETAIL I I I I CD N / Ln ^"� ( Ld rn_ O Q z ElFOUND I/P UNNUMBERED (NORTH 1/4 CORNER) S89`42'56'A 563.81' lErfl% GRAPHICSCALE 40 Bo a %A9. x I p 1 M of b PROPOSED WELL 75.00' E ti� foIl x,��,x,,A ID xti`� xti BM 2 01 SET 5/I I ��� PROPOSED SEPTIC WITNESS ip AND UNOBSTRUCIED AREA STAMPED LB 8098 72.00' 1,498 S0. FT. N:1113686.89 xtib' I��3 x Q� PROPOSED o ix E• 837281,51 EL:18.49' RESIDENCE 06 2 i x 4" HOG WI h O �x b xti0 ' X" FENCE xti6• 00 ��5 72.00' 35.25' �. \ x ~ PROPOSED ro w DRIVEWAYx w ti b b000 0 m FIND 5/\ IR&C x o STAMPED I7673 0 1Q. a W —. ti.. • x � W • q,\) — -- a OKW-X- r��q,. — — — — — —` — — — — — �C°9"..— — — — —,tioi �� - l ti - �°�--;t' �1— ` -x � -x ti 2 STORY C.B.S. x I EXISTING E j DECK j. I I r l 1 POOL Aow- WE FENCE ( IN FEET ) I inch = 40 ft. BM#1 SET 5/ ' IR&C' WITNESS STAMPE LB 8098 N:11135 1.74 E: 83746 .09 EL: 19.00 PROPOSED 20' INGRESS/EGRESS EASEMENT OH Ion EAST LINE OF THE NW 1/4 OF SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST � I POND SET 5/8 IR&C WITNESS STAMPED LB 8098 _ b — —OHpW�- OHW_ `SOH RD-C�7-�•- t1 -A U - - - - - - =s. _...._ NORTH LINE OF THE NW 1/4 OF SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST FOUND IP UNNUMBERED (NORTH 1/4 CORNER) =wx, Iq a-, 1 p .t F111.a �e •..4 �� YV aV Rn ST. LUCIE COUNTY, FLORIDA B VICIN MAP SCALE s� i THE EAST RES, LESS THE NORTH 840.00 FEET THEREOF; AND THE SOUTH 4.00 ACRES WEST 10.00 ACRES OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QU, O'SECTI ON 28, TOWNSHIP 35 SOUTH, RANGE 39 EAST, SAINT LUCIE COUNTY, FL NOTES 1) NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR. 3) DESCRIPTION SHOWN HEREON IS AS SHOWN ON THE WEBSITE OF THE SAINT LUCIE COUNTY PROPERTY APPRAISER. 4) SAID PARCEL CONTAINS 16.13 ACRES (702,622.80 SQUARE FEET) MORE OR LESS. 5) BEARINGS AND DISTANCES SHOWN ARE PER RECORD PLAT AND MEASURED UNLESS OTHERWISE: NOTED. 6,) BEARINGS SHOWN HEREON ARE ASSUMED AND RELATIVE TO THE CENTERLINE OF JAMES AVENUE, HAVING A BEARING OF S89'40'47"E (PER RECORD PLAT). 7) THE LAST DATE OF FIELD WORK WAS MARCH 20, 2018. 8) UNDERGROUND UTILITIES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF THIS SURVEY. 9) ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NOR H AMERiCAN VERTICAL DATUM OF 198. THE PRIMARY BENCHMARK FOR THIS PROJECT IS ST. LUCIE COUNTY BENCHMARK DESIGNATED "NGS C-17," HAVING AN ELEVATION OF 21.00 FEET NAVD88. THE ONSITE BENCHMARKS ARE AS SHOWN. 10) DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD DESIGNATIONS "X" BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 12111CO070J, ST. LUCIE COUNTY, FLORIDA, WITH AN EFFECTIVE DATE OF FEBRUARY 16, 2012. LEGEND (P) PLAT DATA TYR TYPICAL (F) FIELD DATA EL. ELEVATION (C) CALCULATED FROM FIELD MEASUREMENTS CONC CONCRETE FOUND WM WATER METER P.C. POINT OF COMPOUND CURVE TOB TOP OF BANK P.R.C. POINT OF REVERSE CURVE (RAD) RADIAL LINE P.L.S. PROFESSIONAL LAND SURVEYOR IP IRON PIPE L.B. ENSED BUSINESS Q PERMANENT CONTROL POINT (PCP) IRC IR OD & CAP • IRON ROD & CAP (IRC) A DELTA TRAL ANGLE) ELECTRIC PANEL R RADIUS No. NUMBER L ARC LENGTH CB CHORD BEARING PC POINT OF CURVE PT POINT OF TANGENCY N.A.V.D. NORTH AMERICAN L DATUM CENTERLINE SEPTIC TANK ca.) WOOD POWER POLE 1 u ENGINEERS ® SURVEYORS 10250 VILLAGE PARKWAY UNIT 201 PORT ST. LUCIE, FL 34987 �R 772-462-2455 11 www.edc-ine.com F.B.P.E. CERTIFICATE OFAUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 W n o [u U W 0W d �. F O J `" w 4 o = LL 3 a y O r ,H I / u >- T- C) N 11. 1CL z ®IE Q 7 L 7D0�- ILN L I� CL W �yQy LLJ ® LJL (�n a' LL ® =11 z O v 1tI I' U [ J F- N w � e Qo / LL (n LU , LdL0r00 EJ RECEIVED , \ � �o=Lu ~ z 10250 VILLAGE PARKWAY L`u �o UNIT 201 S7 4ae ng Permittln z PORT ST. LUCIE, FL 34987 R 772-462-2455 a, S-13-180-5 MICHAEL T. OWEN PROFESSIONAL SURVEYOR AND MAPPER , p S GNATURE DATE: 1 OF 1 FLORIDA REGISTRATION #5556 0