Loading...
HomeMy WebLinkAboutSurveysDESCRIPTION: A PARCEL OF LAND LYING IN THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 COUNTY, FLORIDA AND BEING MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: TOWNSHIP 36 40 EAST, ST, COMMENCE AT THE SOUTHWEST CORNER OF SAID NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4; THENCE RUN NORTH, ALONG THE WEST LINE OF SAID NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4, A DISTANCE OF 433.50 FEET TO THE NORTHWEST CORNER OF THOSE LANDS DESCRIBED IN O.R. BOOK 334, PAGE 390, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND THE POINT OF BEGINNING; THENCE CONTINUE NORTH, ALONG SAID WEST LINE OF THE NORTHEAST 1/4 OF. THE NORTHEAST 1/4 OF THE NORTHEAST 1/4, A DISTANCE OF 100.00 FEET; THENCE RUN EAST, ALONG THE SOUTH LINE OF LANDS DESCRIBED IN O.R. BOOK 512, PAGE 2555, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, A DISTANCE OF 240,00 FEET; THENCE RUN SOUTH, PARALLEL WITH SAID WEST LINE OF THE NORTHEAST OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4, A DISTANCE OF 100.00 FEET, MORE OR LESS, TO A POINT ON THE EASTERLY PROJECTION OF THE NORTH LINE OF SAID LANDS DESCRIBED IN O.R. BOOK 334, PAGE 390; THENCE RUN WEST, ALONG SAID NORTH LINE OF LANDS DESCRIBED IN O.R. BOOK 334, PAGE 390 AND PARALLEL WITH SAID SOUTH LINE OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4, A DISTANCE OF 240.00 FEET TO THE POINT OF BEGINNING. LESS THE WEST 20.00 FEET THEREOF FOR ROAD RIGHT-OF-WAY PURPOSES. 4 3 NORTH LINE SECTION 9 NO'15'36"W S89'46'51"W 660.10' m 130.17' (BEARING BASE) NORTHEAST CORNER SECTION 9/36/40 9 10 FOUND 5/8" IRON ROD & CAP PER F.D.E.P. C.C.R. NO. 074494 STAMPED "LS 3335" 40' 20' FOUND 5/8" IRON ROD & CAP a 0.59' NORTH 1 STAMPED "LS 3335" O.R.B. 512, PAGE 2555 1.07' WEST .33' SOUTH (OCCUPIED) SET 5/8" IRON ROD & CAP i0 w I SET SW8ST STAMPED .(LB 7805" MIDWAY ROAD W WHITE CITY Z SITE W o u GOPHER RIDGE ROAD j N N 0 (NOT TO SCALE / IRON ROD & CAP > a LOCATION MAP o N 90 ( �� I STAMPED "LB 7805"^� 2� 0.00'(D) ^pro ZI., z MRa aa's1 f 92n nn rn) ^ LEGEND &ABBREVIATIONS LNu a J o 0 I L6 w =za~ I I-o z0aw �_ W Q H J m�tnw CO � a0 I Ll aIz 0 J z w a Z Z y C5 3 CO oonn o DO z m� I� ° I� O z Eaw0 m xzQ.Q z z<W o CL wa(Aw m :2 N W POINT OF COMMENCEMENT SOUTHWEST CORNER OF NORTHEAST 1/4 OF NORTHEAST 1/4 OF NORTHEAST 1/4 OF SECTION 9/36/40� 'S CEF ^,9 eD z r z z x^l�V �n x 00% FENCE CORNER, - - � x ry^o — -, o ^ti. � 0.77' SOUTH - ^^o-�-09 ^'a � Y 5 39.4 4' WIRE FENCE \ FENCE CORNER z o ° i w 0.15' SOUTH m m PROPOSED o i o A, s •i o I; m CONC. s.s PATIOEL N C3 e In N oLi o pp xN6y ryo NN a a vw� a Vi x .-EL - z °d / 17.6' 0 x m a V) V 13.6' nLo rn PROPOSED a d N CONC. O "' e n p L J PORCH M m I 61.7' a 108:33' (n d 50.00, o O ti9 ''p0 ®PROPOSED POTABLE WATER WELL Z ^^ x PROPOSED 20' CONC. I M PROPOSED IRRIGATION WELL ® SET 5/8" IRON ROD & CAP ^^1' DRIVEWAY I STAMPED "LB 7805" II \ x,�" \ I— — . j FOUND 1/2" IRON ROD O.R.B. 334, PAGE 390 I NO IDENTIFICATION (OCCUPIED) 1 1.93' NORTH 0,19' WEST SET 5/8" IRON ROD & CAP STAMPED "LB 7805" WEST LINE OF NORTHEAST 1/4 OF NORTHEAST 1/4 OF NORTHEAST 1/4 OF SECTION 9/36/40 SECTION 9 TOWNSHIP 36 SOUTH RANGE 40 EAST I HEREBY CERT!f ( TI,AT 'FHE BOUNDARY AND TOPOGRAPHIC SURVEY AS SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND CHARGE AND SAID SURVEY IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CERTIFY THAT SAID SURVEY COMPLIES WITH THE APPLICtiBLE STANDARDS OF PRACTICE FOR SURVEYS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND .MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES.- CIVILSURV DESIGN GROUP, INC BY: BRIAN C. KIERNAN PROFESSIONAL SURVEYOR & MAPPER STATE OF FLORIDA REGISTRATION NO. 6101 OF SIGNATURE COPYRIGHT Q 2017 ALL RIGHTS RESERVED f MIN. S�i UACK r1GL', I FRONT �_- SIDES CNR SIDES REAR 1 9m INC. O.R.B. - OFFICIAL RECORDS BOOK F.F.E. - FINISH FLOOR ELEVATION U.E.- UTILITY EASEMENT D.E.- DRAINAGE EASEMENT CENTERLINE _ DELTA ANGLE �P - PLAT R - RADIUS M - MEASURED GRAPHIC SCALE (C)- CALCULATED L - LENGTH 30 0 30 R.C.P.— REINFORCED CONCRETE PIPE P.B. - PLAT BOOK z L.B. - LICENSED BUSINESS C.B.S.- CONCRETE BLOCK & STUCCO ca CONC.- CONCRETE ( IN FEETWOOD POWER POLE E--- GUY ANCHOR 1 inch = 30' ft. EL- ELEVATION ®- WATER METER OHU- OVERHEAD UTILITY LINE �- MAILBOX SURVEYOR'S NOTES �- WATER VALVE 1. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2 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. 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 4. UNDERGROUND IMPROVEMENTS, IF ANY, WERE NOT LOCATED EXCEPT AS SHOWN. 5. DESCRIPTION SHOWN HEREON AS PROVIDED BY CLIENT. 6. FIELD SURVEY LAST CONDUCTED ON OCTOBER 26, 2016. 7. SYMBOLS SHOWN HEREON ARE NOT TO SCALE. 8. THE NORTH LINE OF SECTION 9 IS ASSUMED TO BEAR SOUTH 89'46'51" WEST AND ALL OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO. 9. OVERALL PARCEL CONTAINS 0.51 ACRES, MORE OR LESS, 10. HORIZONTAL RELATIONSHIPS, AS SHOWN HEREON, ARE BASED ON THE FLORIDA STATE PLANE COORDINATE GRID, EAST ZONE, USING THE NORTH AMERICAN DATUM OF 1983 WITH THE 2011 ADJUSTMENT (NSRS 2011). 11. BY GRAPHIC PLOTTING ONLY, SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD ZONE DESIGNATION OF "X", ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) ON FLOOD INSURANCE RATE MAP (FIRM)PANEL NUMBER 12111CO277J, HAVING AN EFFECTIVE DATE OF FEBRUARY 16, 2012..THIS INFORMATION SHOULD BE CONFIRMED WITH THE APPROPRIATE COUNTY PRIOR TO CONSTRUCTION, 12. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) AND ^REFERENCE ST LUCIE COUNTY BENCHMARK "OLIGPS", HAVING PHONE (772)323-2244 Rile & Drawing No. DAVIS STREET BNDY TOPO CIVILSUI�V Scale: Date: 1"=30' 103116 A Tradition of Innovative Engineering Drawn By Sheet 2400 RHODE ISLAND AVENUE L.B. No.7805 FORT PIERCE, Florida, 34950 B_ J—ofj— J BOUNDARY AND TOPOGRAPHIC SURVEY GRANDE CONSTRUCTION DAVIS STREET WHITE CITY, FLORIDA DESCRIPTION: A PARCEL OF LAND LYING IN THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE COUNTY, FLORIDA AND BEING MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COMMENCE AT THE SOUTHWEST CORNER OF SAID NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4; THENCE RUN NORTH, ALONG THE WEST LINE OF SAID NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4, A DISTANCE OF 433.50 FEET TO THE NORTHWEST CORNER OF THOSE LANDS DESCRIBED IN O.R. BOOK 334, PAGE 390, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND THE POINT OF BEGINNING; THENCE CONTINUE NORTH, ALONG SAID WEST LINE OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4, A DISTANCE OF 100.00 FEET; THENCE RUN EAST, ALONG THE SOUTH LINE OF LANDS DESCRIBED IN O.R. BOOK 512, PAGE ,2555, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, A DISTANCE OF 240.00 FEET; THENCE RUN SOUTH, PARALLEL WITH SAID WEST LINE OF THE NORTHEAST OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4, A DISTANCE OF 100.00 FEET, MORE OR LESS, TO A POINT ON THE EASTERLY PROJECTION OF THE NORTH LINE OF SAID LANDS DESCRIBED IN O.R. BOOK 334, PAGE 390; THENCE RUN WEST, ALONG SAID NORTH LINE OF LANDS DESCRIBED IN O.R. BOOK 334, PAGE 390 AND PARALLEL WITH SAID SOUTH LINE OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4, A DISTANCE OF 240.00 FEET TO THE POINT OF BEGINNING. LESS THE WEST 20.00 FEET THEREOF FOR ROAD RIGHT-OF-WAY PURPOSES. 4 3 _ _ NORTH LINE SECTION 9 NO'15'36"W S89'46'51 "W 660.10' ro 130.17' (BEARING BASE) NORTHEAST CORNER SECTION 9/36/40,9 10 FOUND 5/8" IRON ROD &CAP PER F.D.E.P. C.C.R. N0. 074494 STAMPED"LS 3335" 4020' FOUND 5/8" IRON ROD & CAP 0.59' NORTH z I STAMPED "LS 3335" O.R.B. 512, PAGE 2555 1.07' WEST w I 1 1.03 WEST (OCCUPIED) SET 5/8" IRON ROD & CAP STAMPED "LB 7805" MIDWAY ROAD W WHITE CITY w Q V) SITE W r or RIDGE ROAD z 0 N - o y N p (NOT TO SCALE Y p m I I SET 5/8" IRON ROD & CAP ^^?�' LOCATION MAP In m a L_ 1 I I STAMPED "LB 7805" ^ 240.00'(D) �� _ z p m � _ a �` z I W S W 3 9p ^^9' ' x ^ /�9 I �� N89'46'51 "E 220.00' D x^^ ^ �' FENCE CORNERoa = z a o / 1 7— o ^v 0.7T SOUTFL o �> U) r z - I Y 66 39•� 4' WIRE FE/SED FENCE CORNER m 2 N w Cl) Iz ^ m a m /} w PROPO 0.15' SOUTH Im p N ow Qol'" CONC. m Q o a p to p w o ,�� 9. r z Nw ss, m n 1. PATIO v O xw J.9' p .101 p Q 1 w CD a x o 1a 01 FO rya w w M M pN m Or. aL z 7 Z w O wFZ ¢ ^^ ,�a 31 "� z N m N p tL 3 (0 ^ p e m * I 7.° V7F n o m PROPOSEDa U Q. 13. W o °n° a o m I A J H CONc. z p ^ O o z 1 I L — PORCH 61.7' 108.42' 49.88 z l c� 101 Z Z a F x Z I w ,yo, PROPOSED POTABLE WATER WELL I a z Q< W d i i I PROPOSED 1 M PROPOSED IRRIGATION WELL m s v1 w N I 20' CONC. SET 5/8" IRON ROD & I .1p DRIVEWAY I STAMPED "LB 7805" POINT OF COMMENCEMENT SOUTHWEST CORNER OF NORTHEAST 1/4 OF NORTHEAST 1/4 OF NORTHEAST 1/4 OF SECTION 9/36/40� ^09x�^Je I$9 6"jam ^IrN N8946'51"E 220.00'(D) ^ 1 I \ x 240.00'(D) I I FOUND 1/2" IRON ROD O.R.B. 334, PAGE 390 SECTION 9 I NO IDENTIFICATION (OCCUPIED) 1.93' NORTH TOWNSHIP 36 SOUTH 0.19' WEST 1-.:.CFAA RANGE 40 EAST W) m SET 5/8" IRON ROD & CAP -I 1 -,t '0ro. STAMPED "LB 7805" t� y;;d .C) 7 z 1 WEST LINE OF NORTHEAST 1/4 OF NORTHEAST 1/4 OF NORTHEAST 1/4 OF SECTION 9/36/40 SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THE AS -BUILT SURVEY AS SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND CHARGE AND SAID SURVEY IS TRUE AND ACCURATE TO THE BEST OF MY KNOF.NLEDGF AND BELIEF. I FURTHER CERTIFY THAT SAID SURVEY COMPLIES WITH THE APPLICABLE STANDARDS OF PRACTICE FOR SURVEYS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA Ai1MINISTRATIVE CODE, PURSUANT TO SECTION 472,027, FLORIDA STATUTES. CIVILSURV D9SIGN--GROUP, INC. REVISION: 4/14/17, FORM BOARD TIE-IN ---------- ------7 --- BY: IAN C. KIERNAN DATE OF SIGNATURE COPYRIGHT ©2017 PROFESSIONAL SURVEYOR & MAPPER ALL RIGHTS RESERVED STATE OF FLORIDA REGISTRATION NO. 6101 MVIICHOW nrclr_u roniio uar LEGEND & ABBREVIATIONS O.R.B. - OFFICIAL RECORDS BOOK F.F.E. - FINISH FLOOR ELEVATION U.E.- UTILITY EASEMENT D.E.- DRAINAGE EASEMENT ((P - CENTERLINE 0 _ DELTA ANGLE PLAT � uT (M - MEASURED R - RADIUS 0 LO GRAPHIC SCALE (C)- CALCULATED L - LENGTH O 30 0 30 R.C.P.- REINFORCED CONCRETE PIPE O m 0 P.B. - PLAT BOOK Q L.B. - LICENSED BUSINESS a z C.B.S.- CONCRETE BLOCK & STUCCO Q CONC.- CONCRETE m < (IN FEET) `O- WOOD POWER POLE F-- GUY ANCHOR C6 1 inch = 30' ft. EL- ELEVATION in ®- WATER METER o OHU- OVERHEAD UTILITY LINE 0 W- MAILBOX Z CERTIFIED TO GRANDE CONSTRUCTION, INC. STEPHEN DAVIS SEACOAST BANK, I.S.A.O.A. FIRST INTERNATIONAL TITLE COMPANY FIRST AMERICAN TITLE INSURANCE COMPANY SURVEYOR S NOTES ><- WATER VALVE 1. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2 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. 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 4. UNDERGROUND IMPROVEMENTS, IF ANY, WERE NOT LOCATED EXCEPT AS SHOWN. 5. DESCRIPTION SHOWN HEREON AS PROVIDED BY CLIENT. 6. FIELD SURVEY LAST CONDUCTED ON APRIL 13, 2017. 7. SYMBOLS SHOWN HEREON ARE NOT TO SCALE. 8. THE NORTH LINE OF SECTION 9 IS ASSUMED TO BEAR SOUTH 89'46'51" WEST AND ALL OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO. 9. OVERALL PARCEL CONTAINS 0.51 ACRES, MORE OR LESS. 10. HORIZONTAL RELATIONSHIPS, AS SHOWN HEREON, ARE BASED ON THE FLORIDA STATE PLANE COORDINATE GRID, EAST ZONE, USING THE NORTH AMERICAN DATUM OF 1983 WITH THE 2011 ADJUSTMENT (NSRS 2011). _ 11. BY GRAPHIC PLOTTING ONLY, SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD ZONE DESIGNATION OF "X", ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) ON FLOOD INSURANCE RATE MAP (FIRM) PANEL NUMBER 12111CO277J, HAVING AN EFFECTIVE DATE OF FEBRUARY 16, 2012. THIS INFORMATION SHOULD BE CONFIRMED WITH THE APPROPRIATE COUNTY PRIOR TO CONSTRUCTION. 12. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) AND REFERENCE ST LUCIE COUNTY BENCHMARK "OL1GPS", HAVING PHONE (772)323-2244 File STREET B DAVIS DY TOPO CIVILSUI,V Scale: Date: 1"=30' 103116 A Tradition of Innovative Engineering Drawn By: Sheet 2400 RHODE ISLAND AVENUE L.B. No.7805 FORT PIERCE, Florida, 34950 BK 10f 1 AS -BUILT SURVEY FORM BOARD TIE-IN GRANDE CONSTRUCTION 5LfD(o DAVIS STREET WHITE CITY, FLORIDA 1701--OS�, DESCRIPTION: A PARCEL OF LAND LYING IN THE NORTHEAST 1/4 OF THE NO COUNTY, FLORIDA AND BEING MORE PARTICULARLY BOUNDED AND DESCRIBED 1/4 OF SECTION 9, 40 EAST, ST. LUCIE COMMENCE AT THE SOUTHWEST CORNER OF SAID NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4; THENCE RUN NORTH, ALONG THE WEST LINE OF SAID NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4, A DISTANCE OF 433.50 FEET TO THE NORTHWEST CORNER OF THOSE LANDS DESCRIBED IN O.R. BOOK 334, PAGE 390, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND THE POINT OF BEGINNING; THENCE CONTINUE NORTH, ALONG SAID WEST LINE OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4, A DISTANCE OF 100.00 FEET; THENCE RUN EAST, ALONG THE SOUTH LINE OF LANDS DESCRIBED IN O.R. BOOK 512, PAGE 2555, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, A DISTANCE OF 240.00 FEET; THENCE RUN SOUTH, PARALLEL WITH SAID WEST LINE OF THE NORTHEAST OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4, A DISTANCE OF 100.00 FEET, MORE OR LESS, TO A POINT ON THE EASTERLY PROJECTION OF THE NORTH LINE OF SAID LANDS DESCRIBED IN O.R. BOOK 334, PAGE 390; THENCE RUN WEST, ALONG SAID NORTH LINE OF LANDS DESCRIBED IN O.R. BOOK 334, PAGE 390 AND PARALLEL WITH SAID SOUTH LINE OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4, A DISTANCE OF 240.00 FEET TO THE POINT OF BEGINNING. LESS THE WEST 20.00 FEET THEREOF FOR ROAD RIGHT-OF-WAY PURPOSES. 4 3 _ NORTH LINE SECTION 9 S89'46'51 "W 660.10' 00 NO15'36"W I (BEARING BASE) NORTHEAST CORNER SECTION 9 36 40 9 10 00 130.17' / / FOUND 5/8" IRON ROD & CAP PER F.D.E.P. C.C.R. NO. 074494 STAMPED "LS 3335" 9 40' 20' FOUND 5/8" IRON ROD & CAP 0.59' NORTH STAMPED "LS 3335" O.R.B. 512, PAGE 2555 1.07' WEST ~ I I 1.08' W0 (OCCUPIED) SET 5/8" IRON ROD & CAP W STAMPED "LB 7805" MIDWAY ROAD Uj WHITE CITY W a a cn SITE W a Of 0 GOPHER RIDGE ROAD 5 N . O N N 0 NOT TO SCALE '0 L I I SET 5/8' IRON ROD & CAP ° ,"� FDO 'n St. Lucie County LUCA I ION MAP N oo o i I STAMPED "LB 7805" l` 0 240.00'(D) ^P ` o ci s ^ A °� T z KIRQ'46 51 E 220 00 D _,9 En mental Health LEGEND & ABBREVIATIONS z m� W5:1 X43 Wa °x/, a�ool �4 aI ^I CO Q m a �I Ov Qo I z z Z a O I . J z Cn �I N �W 3 Y C) M dons o z I= LLI DD r Y dSm� " <L 0ICo 'CO zl Z aJ00 � F iz0. z l z0Um ¢w ¢ O D W < w m 2 0 W �9x POINT OFI COMMENCEMENT 3 SOUTHWEST CORNER OF M NORTHEAST 1/4 OF ;) NORTHEAST 1/4 OF o NORTHEAST 1/4 OF z SECTION 9/36/40\ SURVEYOR'S CERTIFII Iy Iz Im 1O 101 Ip I F- DODO n 10 �a L — J 11 yx I PROPOSED I 20' CONC. DRIVEWAY aa.v i i i I / �W 9' FOO N W n —0 - Ww N0: D. Vi O0m PROPOSED a U N CONC. PORCH • x 4' WIRE FENCE \ \ N89'46'51"E 240. j FOUND 1/2" IRON ROD O.R.B. 334, PAGE 390 I NO IDENTIFICATION (OCCUPIED) 1.93' NORTH 0.19' WEST SET 5/8" IRON ROD & CAP STAMPED "LB 7805" WEST LINE OF NORTHEAST 1/4 OF NORTHEAST 1/4 OF NORTHEAST 1/4 OF SECTION 9/36/40 PROPOSED CONC. a FENCE CORNER 0.15' SOUTH 108.33' POTABLE WATER WELL PROPOSED IRRIGATON WELL ® SET 5/8" IRON ROD & STAMPED "LB 7805" SECTION 9 TOWNSHIP 36 SOUTH RANGE 40 EAST I HEREBY CERTIFY THAT THE BOUNDARY AND TOPOGRAPHIC SURVEY AS SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OF A PELD SURVEY MADE UNDER MY DIRECTION AND CHARGE AND SAID SURVEY IS TRUE AND ACCURATE TO 0-1E HEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CERTIFY THAT SAID SURVEY COMPLIES WITH THE APPLICABLE STANDARDS :F PRACTICE FOR SURVEYS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYOES AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLeIDA STATUTES. GROUP, INC. BY:-• 5RIAAN C. KIERNAN PROFESSIONAL SURVEYOR & MAPPER STATE OF FLORIDA REGISTRATION NO. 6101 COPYRIGHT © 2016 ALL RIGHTS RESERVED CERTIFIED TO GRANDE CONSTRUCTION, INC. Site Plan proved for Construction O.R.B. - OFFICIAL RECORDS BOOK Supersedes II PiSite Plans for F.F E - FINISH FLOOR ELEVATION Persees Previous ans U.E.- UTILITY EASEMENT OSTDS #5G,SF• a i57Sf & Well D.E #59.159lN - DRAINAGE EASEMENT CENTERLINE A - DELTA ANGLE te: Si'LS !S P- PLAT R �- RADIUS M - MEASURED #ieWer: (C - CALCULATED L - LENGTH 0 ^ 30 0 30 R.C.P.— REINFORCED CONCRETE PIPE O P.B. - PLAT BOOK 00, � L.B. - LICENSED BUSINESS EL z C.B.S.- CONCRETE BLOCK & STUCCO CONC.- CONCRETE 3 n < (IN FEET) `O= WOOD POWER POLE i-- GUY ANCHOR M C6 1 inch = 30' ft. EL- ELEVATION ®- WATER METER ro o OHU- OVERHEAD UTILITY LINE MAILBOX Z URVEYOR'S NOTES m- WATER VALVE L1. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL ISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2 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. 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 4. UNDERGROUND IMPROVEMENTS, IF ANY, WERE NOT LOCATED EXCEPT AS SHOWN. 5. DESCRIPTION SHOWN HEREON AS PROVIDED BY CLIENT. 6. FIELD SURVEY LAST CONDUCTED ON OCTOBER 26, 2016. 7. SYMBOLS SHOWN HEREON ARE NOT TO SCALE. 8. THE NORTH LINE OF SECTION 9 IS ASSUMED TO BEAR SOUTH 89'46'51" WEST AND ALL OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO. 9. OVERALL PARCEL CONTAINS 0.51 ACRES, MORE OR LESS. 10. HORIZONTAL RELATIONSHIPS, AS SHOWN HEREON, ARE BASED ON THE FLORIDA STATE PLANE COORDINATE GRID, EAST ZONE, USING THE NORTH AMERICAN DATUM OF 1983 WITH THE 2011 ADJUSTMENT (NSRS 2011). _ 11. BY GRAPHIC PLOTTING ONLY, SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD ZONE DESIGNATION OF "X", ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) ON FLOOD INSURANCE RATE MAP (FIRM) PANEL NUMBER 12111CO277J, HAVING AN EFFECTIVE DATE OF FEBRUARY 16, 2012. THIS INFORMATION SHOULD BE CONFIRMED WITH THE APPROPRIATE COUNTY PRIOR TO CONSTRUCTION. 12. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) AND REFERENCE ST LUCIE COUNTY BENCHMARK "OLIGPS", HAVING PHONE (772)323-2244 File & Drawing No. DAVIS STREET BNDY TOPO CIVILSU�V 1" = Date: 30' 1031 6 A Trad'dion of Innovat'ne Engineering Drawn By: Sheet 2400 RHODE ISLAND AVENUE L.B. No.7805 FORT PIERCE, Florida• 34950 --BK— J—ofj BOUNDARY AND TOPOGRAPHIC SURVEY GRANDE CONSTRUCTION DAVIS STREET WHITE CITY. FLORIDA