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HomeMy WebLinkAboutBOUNDARY SURVEY 8-21-18W� w �F 3 N- z0 W L ~ Z OWI C z J O ul 3z /14O7SN I U) i 12005 \000�./ > VACANT I 0 H 96 J SCANNED I <BY I � St Lucie County 4— o[ 4N /1407:�' 1 12001 1 boo.�l VACANT O O V 0. 4j U . 14 0z ° /1407::� f 11003 \ 500.4 j VACANT I /1407'_\ 112o0O \000.7 N. LINE OF NW Y4 OF THE NE Y4 �O— / F THE NE Y4 OF THE SW Y4 — 120.0' — — PROP. GRAVEL DRIVE ILL GR C GO' R/W ) t 9*54'400E 302.37'C5.E.) I I 5ET T.B.M. ON P/K N P.P. 24.00' 10' DIRT ROAD LE55 THE NORTH GO' E LEGEND OF SI A DELTA ANGLE IRVFY ABHR VIATION L LENGTH A/C AIR CONDITIONER # LIGHT POLE AVE. AVENUE M. MEASURED AVG AVERAGE Kit MANHOLE a.& BEARING BASE KILWL. MEAN HIGH WATER LINE B.N. BENCH MARK BUK MOM MONUMENT 33228' ELVI. B LLEEVARD CURVE M. N DISK - _ '�"""^7l3 ��� CAS, CONCRETE Na NUMBER BLOCK MIC. NOT INCLUDED OVERHEAD OVERHEAD WIRES STRUCTURE C.A CHORD DISTANCE PG. AGE Py. P PK PARKER KALON NAIL FND. CAP C441G) Oh a' W ~N W o= 3O z `Y 102.4• O = tyyy 50.0. PROP. O ° BARN ° 9 PROP conc N a F.F.EL.=22.5' W W Z j D PROP. 5G3 SQPT DRAM LD PROP. CONC.- WALK FND. I.R. `5. LINE OF NW �I� Y4 OF THE NE 2& OF THE NE P4 OF THE 5W Y4 TLH . ;FItOP'S Ia0' TO d' `�, GONG.' sEPTK;. I \ 0 qi j \ On /2lh a /14073� I 2O• i 11001 � I PROP. II, \500./5 � R� I t` P— DwvE WELL EQUIPMENT A/C N WELL EQUIPMENT 4Q.° ----�--- IG2.4-------- -------- r N PROP. I vv > WELL 3 PROP. mI N (10 1 STORY ml c.B.s. F.F.EL.=22.5' O � CONC. I \ itiv`.► 3G.G7't I I I I I I 2Q� Oh 4' G1F I 4.0'N. 0 V"� 7.3'W.'.._ / / THIS SURVEY MAP AND REPORT OR COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, A/: V O8/18/18 WIT .I..IAM E. HA URST away in01'naaiONwL i.AIFa /xT 03% M M vmn fa.Onmw ncoxaTNRA"0N NO aaxa , NSq'55'05'W 302.35' /14©73\ i 11002 \500.81.� VACANT CLF. CENTERLINE CH41N LINK FENCE P PLAT Ca CHORD DISTANCE P.C. POINT OF CURVATURE CM CONCRETEETAL p,C,p, PERMANENT CONTROL PO CORRUGATED METAL P1 PIPE POINT OF INTERSECTION CAIPNC. CONCRETE PI- PROPERTY LIE GR COUNTY ROAD P.M. POWER METER CT. COURT PaR POINT OF BEGINNING C//SS CONCRETE SLAB PD.G INT OEH FEW COMMENCEM C PRC POINT OF REVERSE CUR R DEED P.RII PERMANENT REFERENCE la DEEM BOO( RE.PROPOSED DEP DEPARTMENT OF POWER POLE RAD..�> RADIAL OR RADIUS DIST. DISSTANCE /W RIGHT OF WAY ➢Hit DEPARTMENT OF NATURAL RESOURCES MRIVE S. S. SEC. SIFT. SOUTH ECTION SQUARE SQUARE FEET E EAST SR STATE ROAD _ �- •� EASE EASEMENT ST. STA. STREET STATION a ELEC. EL ELECTRICAL ELEVATION STRUC. STRUCTURE W Z ?i EGV EDIT OF WATER SUB. TELE SUBDIVISION TEMPORARY BEN71 MARK U� FF. FND. FINISHED FLOOR FOUND TaB. NE TOP ]BA = YF FIE HYDRANT T8& OF TOP OF HAB( H W i F.PLLIGHT FLORIDAFLOtIDA POWER \ L TO' TR. TOPOGRAPHICAL TRACT W ~ I.P IR IRON PIPE IRON ROD TWSP. TOWNSHIP () w INV. INVERT U L D UTILITY 4 DRAINAGE F/N FOUND MAR UP. UNREADABLE �? GOVT GOVERMENTW. a OR. GRADE ® WATER METER GN& GROUND WV WATER VALVE Z W HORZ HOtt2QRA. 1r CRODED LOTS w z HIGH Ow Hv. D WALL z~ .J Q W /14073\ i 11001 1 \50a. / �l —, OCCUPIED' Op _I s;DEs� (;tn SmEs � e REARS — -- cZNG _ T D. GAP 441G)// OCCUPIED F.F.EL.=24.7' AVG.EL =24.3' EwSTMG WELL i` HAYHURST LAND SURVEYING INC. CERTIFICATE OF AUTHORIZATION NUMBER CL.B. 73G4) SURVEYING 8k MAPPING COMPANY 445 IDT14 ST. S.W. Unit-7 VERO REACH, FL. 32982 PHONE: (772) 569-6680 FAX: (772) 770-3446 hayhurstls@iive.com BOUNDARY/TOPO. DATE: CHECKED BY. W.E.H. 06/01/ DRAWN BY. B.D.R. O8/16/ FlEID BOOK: 370 PAGE NO. 30 DATE PREP. 04 12 18 SCALE- 1"=30' ' Joe No-18_168 LEGAL DESCRIPTIONt THE NORTHWEST QUARTER OF THE NORTH EAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 7. TOWNSHIP 34 SOUTH. RANGE 40 EAST. ST. LUCIE COUNTY. FLORIDA. LE55 THE NORTH GO FEET AND LE55 THE WEST 30 FEET THEREOF. CONTAINING 1.89 ACRES MORE OR LESS 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS —OF —WAY AND/OR EASEMENTS OF RECORD. 2. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW NAMED INDIVIDUALS 3. LEGAL DESCRIPTION SUPPLIED BY CLIENT. 4. SQ. FT. OF HOUSE (IF SHOWN) SUPPLIED BY CLIENT. 5. NO STRUCTURES OR UTILITIES THAT ARE BENEATH THE SURFACE HAVE BEEN LOCATED. 6. ALL SET CAPS LABELED PSM WEH 4416 ARE SUPPORTED WITH AN 18" LONG I5 REBAR ALL FOUND CAPS ARE A 5/8" ROD WITH A CAP AS LABELED ON SURVEY. ALL FOUND REBAR ARE A 5/8" ROD UNLESS OTHERWISE NOTED. 7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED UNLESS OTHERWISE NOTED. 8. BEARING BASE ON NORTH LINE OF PARCEL 9. ORIGINAL SLC BM: HEATHER EL.=22.64' NAVD 88 10. ELEVATIONS (IF SHOWN) HEREON ARE BASED ON N.A.V.D. (1988), UNLESS OTHERWISE NOTED. CERTIFIED TO: BRETT HANCOCK REVISIONS: BY: pNL NO.: 12061C0070'J ADDED SITE LEH INDICATES EXISTING ELEVATIO Q INDICATES PROPOSED ELEVATII REVISED CONC. DRIVEWAY LEH ® INDICATES AS -BUILT ELEVATII ELEVATIONS ARE FOR CALC. PURPOSES ONLY. THERE ARE NO WELLS OR SEPTICS WITHIN 100' OF PROPERTY UNLESS SHOWN, ---2%,r- PROPOSED CONTOUR LINE .. — PPnancrn VU&I r I mr t 407 112000 : LINE OF NW 3/4 OF THE NE 3/4 aC C)C� 7 N% ..�..-. /w,nW.,�...•✓,f.r�"^r'n"-Z ii.l.i,c-�„—.•vww-•'�w�, CL_OF THE NE 3'4 OF THE 5W Y4 �vUwU9 I �w,�✓v.��v.. �_ ✓wv.*vt�v''vwwury4,rw.. o ,..v..,:.,Nyr DHILL GRANS LID C GO' R/W .____._.____._—_— I O W T.O.B:)- 1- N0�r 0. 0�0- 115' 3 SWALE� 3 a - - - - --- - - -- - a H W OO -- -- a FND. b" 58�!"54'40'E 302.37'Ca.a.) S W O(c Oq I �Op 3z I 4073` W "I `0oo r% °a VACANT �• 'N " PROP. N ° BARN o ----- — -- FEEL 22.5= $ n. Szo.O• z — LIL — —z 1. — — --"ao 0 n 1.LT, N DI .;PROP i ':P, z PROP. `i. Of" GRAVEL e s O DRIVE�'T. S l 1 0 f �1 o- 09 4Mti „hM✓vi/✓vwro wn.e IvvY.,v..fw,,r vn✓y".P ww' W Rti oti s.r ` I /14073\ rI —:r I 111001 r, PRoP. y �500.5 / a a CONE. I z PROP. RIVE' CONC. A/O LLi WELL EQUIPMENT F5G35QFT t1.1073\ C rrr"' 100.0, (12 �C 1) rQ — — — — PROP. 1D 1•oto.�, 1 STORY RI 4 C.8.5. s; VACANT �5 PROP. F.F.EL.=22.5' WALK b cork. I d N � GONG. 4.nn, n .vw> \ 2 3G.G7' I I oI :B. 0� FIND. I.R. 5. LINE OF NW 3/4 OF THE NE 3'4 N w 'r/`.^hhY•'V`.h+'./4n E n'/w'"^'w✓ Ory A DELTA ANGLE L LENGTH A/C AIR CONDITIONER LIGHT POLE AVE, AVENUE M MEASURED AVG. AVERAGE MA MANFEILE B.B. BEARING BASE M.MV.L MEAN HIGH WATER LINE 332.25' H.M. BENCH MARK ON. MONUMENT BILK BLOCK tME NAIL N DISK _ CLVa CUE BOULEVARD N. NORTH N ♦Jv�✓'.^,ia/'„Vv'v No NUMBER C.H. CHORD BEARING RIC. NOT INCLUDED CONCRETE BLOCK O.H V: OVERHEAD A.D, ✓1 1/� 10• DIRT ROAD O' STRUCTURE WIRES ➢, CHORD DISTANCE PG. PAGE •"✓v�+ W�f/v,�w•,n✓4^.ndvv+Jv CENTERLINE pR. ' . PARKER KAUON NAIL PLAT G' N---`-- , C.LF, CHAIN LINK FENCE P,-POINT OF CURVATURE C.D. CHORD DISTANCE C . .—.—.__ :—.�_-------•--' — - C.M. C.M.P. I PP-P, PERMANENT CONTROL POINT CONCRETE MONUMENT P.I. POINT OF INTERSECTION CORRUGATED METAL PIPE �•M 7 CONIC, CONCRETE PL,'' PROPERTY LINE CT, COUNTY ROAD METER THE NORTH 60' \ CT, COURT PO.& POINT OF BEGINNING _�---- — Oo CUR CONCRETE SLAB P,OC. POINT OF COMMENCEMENT CORNER PRC POINT REVERSE CURVE ---LESS --- _—�- JJJ\\\ A E D. DEED - PAX P PERMANENT REFERENCE MONUMENT D.& DEED HOOK PROP, PROPOSER �I POWERADIAL I SET T.B.M. - DEP DEPARTMENT OF POLE FNVI M""'AL P`M ECTNN RA➢ RADIAL OR RADIUS IN Pm IN P.P. 1'�L.-24.00' A DIST. DISTANCE R/W RIGHT OF WAY S. tia. q0 DNR DEPARTMENT OF SOUTH I NATURAL RESOURCES SEC SECTION \1 DR. DRIVE SO.FT. SQUARE FEET SR. STATE FC4416)P E. EAST ROAD EASE EASEMENT ST.. STREET �`� ELEC, ELECTRICAL STA. STATION �J O < EL. ELEVATION STRUC: STRUCTURE SUB. SUBDIVISION W ED.W. EDGE OF WATER SUB. SUBDIVISION Z 3 TEMPORARY FF. FINISHED FLOOR BENCH MARK W N FND. FOUND TELETAUT.. 3 U) TOPOFBAIJK W FF. L FI�REIDHAYDR�T LIGHT Tom TOPOGRAPHICAL W W ~I.P1 IRON PIPE TR. TRACT I.R. IRON RO➢ : TWSP. 'TOWNSHIP NV. INVERT U 1 D UTILITY G DRAINAGE ~ F/N FOUND NAIL UJR,UNREADABLE <O GOV'T GOVERNMENT V. WEST GRGRWND VV WAT Z O IiI'�` pJ& R ALVE Z HORZ. HORIZONTAL COMBINE➢ LOTS W a± Z H.P. HIGH POINT RW. HEADWALL 0 4I W F' ---- 102.4 TrROP w z LEGAL DE5CRIPTION- THE OR UARTER OF THE NORTH EAST QUARTER OF THE NORTHEAST QUARTER OF THE. ' 150' TO SOUTHWEST QUARTER OF SECTION 7. TOWNSHIP sEPnc 34 SOUTH. RANGE 40 EAST. ST. LUCIE COUNTY. 114073\ FLORIDA, LESS THE NORTH GO FEET AND LESS THE WEST 30 FEET THEREOF. ��a 1 11`01 } / CONTAINING 1.89 ACRES MORE OR LESS ryoA oM OCCUPIED' SURVEY 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY AND/OR EASEMENTS OF RECORD. 2, THIS SURVEY IS CERTIFIED -ONLY TO THE BELOW NAMED INDIVIDUALS j 3. LEGAL DESCRIPTION SUPPLIED BY CLIENT. 4. SQ. FT. OF HOUSE (IF SHOWN) SUPPLIED BY CLIENT. 5. NO STRUCTURES OR UTILITIES THAT ARE -- BENEATH ITIE SUnrACE H,%VE. DEEEN LOCATED. 6. ALL SET CAPS LABELED PSM W'EH 4416 ARE SUPPORTED WITH AN 18" LONG #5 REBAR ALL FOUND CAPS ARE A 5/8" ROD WITH A CAP / AS LABELED ON SURVEY, ALL FOUND REBAR ARE A 5/8" ROD UNLESS OTHERWISE NOTED. 0 7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED UNLESS OTHERWISE NOTED. / 0 B. BEARING BASE ON NORTH LINE OF PARCEL 9. ORIGINAL SLC BM: HEATHER EL.=22.64'NAVD 88 10. ELEVATIONS (IF SHOWN) HEREON ARE BASED ON N.A.V.D. (1988), UNLESS OTHERWISE NOTED. CERTIFIED TO: BRETT HANCOCK a ci 4.. 7.3*W OF THE NE 3'4 OF THE 5W 3'4 89 55 05 W 302.35 Dy FND. CAP 15 (4416) o FDOH in St. Lucie County /14073\ I Environmental Health i 1=3 } Site Plan Approved for Construction / 4 7 � OCCUPIED 14073 F F:EL.=24.7' .__ Supersedes All Previous Site Plans for { 1 00< I AVG.EL.=24.3' VACANT I I OSTDS # -�Ff4) & Well # Sti 7- /3 �50L).5 EXI55TI'NG 1`^ ......... ^'' I WELL Date: 1 / VACANT Rev' r: THIS SURVEY MAP AND REPORT OR COPIES TWEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF AFLORIDA LICENSED SURVEYOR AND MAPPER, YRO!'m00iONAL I,A,Np pygyBIYOR SAA!'PmR \\ s'+.aa1{IDA Rl$pIOiRATiON N 4410 - SURVEY TYPE: — HA.YHURST LAND SURVEYING INC. BOUNDARY/TOPO. DATE: CERTIFICATE OF AUTHORIZATION NUMBER CL.B. 7364� CMECNED BY. W.E.H. 06/01/ SURVEYING 8c MAPPING COMPANY DRAWN BY: B.D.R. 445 9TM ST. S.W. Unit—'Y FIELD BOOK: '370 VERO BEACH, F'L, 3296:g PACE Na 30 PHONE: (772) 569-6680 DATE PREP: 04 12 18 FAX: (772) 770-3446 SCALE 1•=30, — hayhurstlsOlive.com ✓W NO: 18_168 REVISIONS: ADDED SITE r LUUU LUNE: X BY: EFFECTIVE DATE: 12/4/12 PNL NO.: 1206100070 J LEH ® INDICATES EXISTING ELEVATIE `Q INDICATES PROPOSED ELEVATI, INDICATES AS -BUILT ELEVATI[ ELEVATIONS ARE FOR CALC. PURPOSES ONLY THERE ARE NO WELLS OR SEPTICS WITHIN 100' OF PROPERTY UNLESS SHOWN. -?.t cx-• PROPOSED CONTOUR LINE — •• — PROPOSED SWALE LINE INDICATES LOT DRAINAGE ®INDICATES DRAINFIELD LOT AREA 02.3906 _� Fes, ©=SEPTIC TANK