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HomeMy WebLinkAboutPlot plan & Survey; Shop Office EnclosureI I I `I �- - ---- -- -..;L- - - - - ' - ---- -- - I I I r , 7. , I ' CONSTRUCT ON LAYOUT SURVEY „4SECTION LINE I � I prepared for I _r David Turner � ( ' 50. 00' FENCE CORNER I S 1. 23', E S. 32' I May 3, 1995 ! - -- -- -- -- N89' 47' 39' E 561. 31' - .. _ - - - 1 r 3978' I 79 i3' -,.� ...w ._-..:- _-"-- r'---`.« _ _ 54. 00' .CHAIN LINK FENCE (TYPICAL)-- // -_ - _ __ __ - ---__. -.-C _ - - - - -+� -ram -� -�.- -0� SB9. 51'2i'61. 81' 17, 91' _w- 29.99, I FENCE CORNER '^ CONCRETE 61 S 4.IS', E 4.94' 3D O .iO 60 90 IB B4' L FILE/' I( -- - _. Jp °' _ o CONCRETE m eE- z1.7fi',-- I 14; CONC�'iETE L i76c t :r 4t Bo' B5 m ---3- I. 0 CONCRETE -J J m I - I I i e.B9' xo u z ONCRETE e SCA! E: t' .. 30' !�.. CONCRETE I I ' a br----�N s ---- I5. 2• - 2s.B6' Ie B7o I 5 - - I-. u.6z `-rE°. I L9.31:J ail. or IB zr `PRBENCH NAIL AND DISK CG7 81 78' 20. 3s• , I - STAMPED RLS 2391 v ROUGH DIRT 1- - 60.0o(ASSUMED) . 9.35' ml and SHELL 50.60 sD.40 xCONCRETE el I I \ LECEM ms � I a - m 1 -_._ FWISH FLOOD \ \ I 13. 90' o 'ELEVATION 5D. 96 m i. i POWER POLE 71. BI' m vJ METAL BUILDING m I o ANCHOR m CONCRETE 't� _L DD.fio3 `;: I I9 CONCRETE STUB POLE D CATCH BASIN u 79 L 2B.sr I I os se' S.s7 s.Bz' x - b 4] WATER METER ' - 220 30' .: c 1f9. 23' 45: e4., o xF4:M4sHf4cwR J3 I Cc, WATER VALVE I ELEVATION 50 92 sme6RT Pasr / 7 c CONCRETE POWER POLE t YPI6Au Q N I -� FIRE HYDRANT a Etil - SIGN ❑ Q UP IRON ROD WITH CAP RLS 2391 ( FOUND) i I alm I M MEASURED N i f STORY METAL BUILDING BRACE POST ❑ -- 0 Q Q of (TYPICAL) I D DEED 4600 ORANGE AVENUE EXTENSION METAL BUILDING o z 3 N I ASPHALT t o Lo lZ3,739 ACRESt I y J Q W o N I L CONCRETE 7..54' as } z 13 I CD _ ' ' VICINITY MAP 1 57. B7' �� yT 63 23' d CD Ln i I m , LL r I I CONCRETE W u I- l 1 - u - ._ 62 68' I 0 1 STORY METAL BUILDING ------ -----_ -� i I IN g! I I C w 70, J 63. / Bfi'. 1 cn .,: • . ',"a'Y:)g« 1"I nV' CO nffTESIDEWALK ` H36•I6'09'E I 15. 95, GATE i `GRASS) :� f IN ♦`� ASPHALT - _- _-•_. __ / O I z la I CHAIN LINK FENCE (TYPICAL)-- / - - ASPHALT/c ' 1 I _ DIRT I ti .-Li o rymzz� WESTERLY RIGHT -OF -HAY LINE CANAL NO, 29 l e,, OVERHEAD POWER LINE ITYP:CAL. .. ., ;.. _123 ra- 89' 40' 15'- 89 49 l 1 i I I , i - _ �T OB' - -- --- - ---- -IS89' 42'05'W 532. -fl egass i 28.87' 1 I , k .GRASS I GRASS , NORTHERLY EXISTING RIGHT-OF-WAY LINE ` i THESE PLANS AND ALL PROPOSED WORK e j ARE SUBJECT TO ANY CORRECTIONS .. - N:..RNER: OF THE SW-1'4 OF SECTION i. (.. I: 4 aEC:,OIJ LINE: AND A I ,. , N 8 SEL II E OF SUR.E7.. p ('' 11 i I T CoWNSHIP 35 SOUTH, RANGE 40 EAST 'REQUIRED BY FIELD INSPECTORS THAT ,S.. R. 68. O. 0, T,1 ORANGE. 1.. ; A E UE EXTENSION ' I a ,� _ -- - - --. ._ _ _ - --- - --- - -- 52. 75 MAY BE NECESSARY MORDER TO' . L 664.9. ( 8 0 R I N T- O F -WAY) ' COMPLY WITH ALL APPLICABLE CODES. i I ( t F ILE OR f LEGAL DUCRIPTION _ Th URVEYORS N I e East 1/2 of the Southeast 1/4 of the Northwest i NOTES W t !4, less the North' 15 acres and LESS the IYWest 50 feet of the South 5 acres, Find LESS ro ad and canal rights of wa , In S Section 7 1. Township . Reproductions 35 So,3th Ran p ns of this sketcf p _ e 40 East as I re not valid unless e 9 recorded in the embossed with the s public records of I � original signature: surveyors seal and � Florida, P St. Luce County, 2. Lands show n hereon were not abstracted1 or .researched b this office .for Rights -of -ways, Easeme t I Y Easements pf Record, Reservations Ownership,, CERTIFICATE p, Abandonments, Deed OF SURVEYOR Restrictions Zoning Re , g gulaD ns or Zoning"Set-back Lines . ,Land Use Plan Designation, I9 , adjoining n deeds or 9 Mur Act bee - HEREBY CERTIFY that ) P� d5: This surve y Is not Intended fs, delineate h t the attached Ma of Construction Layout Survey, e Ictln the Wetlands Local Areas o f Concern or any other Jurisdictional Boundary It. P Y Y� P 9 Lines, improvements, as ow 3. proposed p sh n hereon is True and Correct to the best of m K owled a and Legal Descriptions,; shown was provided to this office b the client a belts( and is based on a Boundary Survt. a , - agent. Y nd/or their 9 9hereon ry y s surveyed In the field under my d E.ctlon: I further 4.: rt that this ma meet ml _ s Minimum FLOOD I NY p l echn(cal Standards as set forth In Re. B1G17 6 FAC OD ZONE. By graphic pI Ing only, this props 1s located in Flood ^ k adopted by the FloridaBoard of Professional Surveyors and Mappers, ur'uant tood insuranc nY d Zone x', of the ` Y PP P �.., o FloridaFlonrla InsuranceRate Map,;; mmurnry Panel Number 1211YC0 ` i t 4 175 F, effective August Statute 72.027. 'There are no above ground encroachments other than those shown hereon 19. 1991, and is not in a S g c(al Flood Hazard. No field surveying was` performed to determine this zone - and. the. 'act location ca subject to the qualifications poked hereon. n only be determined by an elevation certificate. i 5. This Surveyreflects the fact i iat the Deed in OR Bk. S2S,"at page 544 is ambiguous ' states "less the North 15 A es` in one P. 9 g sin R ' part of the deed and the "South 5 Acres" in another part of the deed. Ttle,,efore I interpreted the legal for the arent [tact E 2 f the SE1/4 of the NWi/4 a being,R. a 1/ o in a perfect section, 20 Acres and to keep from t creating a hiatus, I inter rete . the p p North 15 Acres as the N3/4 of the parent parcel and Paul Welch, F.E. the South 5 Acres as the S1/ f the parent parcel. 6. Fence corners located only, 1 r lesbthetwise shown. SIB PAUL WELCH INC. O OFFICE ENCLOSURE 7. Bearings shown hereon are based on a bearing of N89°42'05'E, along the 1/4 Secfiotl ='' ,; x -, �., ; I I A Line. �� • , Mechanical t Electrical •Civil Engineering A-1 MSUPPLY . E�AL 1984 SW Bittinore St. Suite 114 Port St: Lucfe FL 34984 CORP, II NOTICE: THERE MAY BE ADDITION L RESTRICTIONS THAT ARE NOT REL'Git�D�D Oq �HlS Work Order dated 5/3/95 PLAT THAT MAY BE FOUND IN THE UBLIC RECORDS OF ST. LU Fleld Book 94-02 Pages 42-43 RE: Drawing #94 0016E CIEC©UNTY,FLCiRJC1A. Pxo1vE E-MA17 FAX000 ORANGE AVENUE FIe1d Book 35-40/6 Pages 6-7 ReYerence Drawing ®3-023 (N) zT...(72)785-9888pwetchinc@aol.comf772l785-9933 FORT PIERCE FLORID 4 947 II �