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HomeMy WebLinkAboutSURVEY - PLANSHOUNDAR Y SUR VE-K 0 BLOCK 5 ZZ POINT OF BEGINNING l( NO J'.J' C6W 9 MC1 IWNl (NO 10) - Nw GLNNFN a Nc 114 G' 54 'Y 6 - J5 41) BLOCK 4 IX DIRT ROAD - 25' RICH OF WAY _.----- ._---- -- 8"5 "53' € - - \, 1 9.30 D 159.23 M IfNU (1, Ll UFAR) FFNC 3 CLEAR) (/ 6CHAIN UNh FENCE with 9ARBF0 WRE - fN'CI (O 1' CLLAR) FOUND J ,J' C(NLCRETF \ MONUMENT (NO l0) N SOUTH RIGHT OF WAY L/Nf OF AVENUE l \ I IVOR IN LINE OF THE .SOU 7NFA57 1/4 OF THE .500 THE AST 1/4 OF SECTION 6, TOWNSHIP 35 SOUTH, RANGE 40 EAST P cya 2 2� 9sb \'QO \ `-' y rA • q Ilia >: II\�G l; r2 �Z 0 ' 77 � III9 � Eo 4, �,,' dI 0� \Ni IIIII ✓ ; I m f'ouND sitJ CUNCT7f JE 1 MONuMfh'- (No /O) s 3r ,p 9 qyp� P, 32%V' WPP� 'IS�� 601pi ASPHALT PA NNG . f Nil, 5\ L71 10.4'XIJ2' o UPI/Ty SHFD il ASPHALT PA NNG yh10 ..b GRASS r, ISLAND FENCE (1 '' (AVTR L./NE) FOUND 1/2" IRON N 89'4533" W 370.16' (D) 371.12' (C) P'pf (NO /0) N CA TCI I BASIN ASPHALI PAM6 Q � W ,r _HS: WALL . O CONCRF7f SL.AH �. META( FRAME �Y Z j1�` �COk-RED EN)+y 2 i p P0I4£R POLE 4p 2 IL C. B Si'• BU/LI "RnT L4E7f 5L. AB E _ 1 O CON 11 ' X 14, 0' FENCE µ23' CLEAR) I i ,U 10 CONCRETE SLAB rJv Igo I J VOWER POff b N\w _.__ � =_._ —__ _'� —__ r�-A/N LINK FENCE r%h BARBED INRf - - _ -- — -- � 1 - - POWER POLE FENCE (14..J, CLEAR � Ff'NCE (7,98' CLEAR) POOP POLE I ) FOUNT) .578" IRON N 89 5846 " E 579. 67' (D) 578.98' (M) ROO (NO /0) NORTH LLNF OF THE S'DU7H 68.5' OF 77NE .SOUTHEAST 714 OF 7HF SOUTHEAST 1/4 Of SECTION 6, TOWNSHIP 35, RANGE J8 EAST .SOUTH LINE Of SECTION 6, TOWNSHIP J5 SOUTH, RANGE- 40 E.ASI r-fENCE (1. I' CLEAR) I FOUND 5A- IRON ROD (NO l0) a FOUND RAILROAD SPIKE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT I'0 "I CORRECTIONS REQUIRED BY ri-ID h':SPECTORS THAT MAY BE NECESSP.PY IN ORDER TO COMPLY WIT,X Yea° i ,UC ISLE CODF% Io aooao.�yl VIEWED BY TE 3 -/D- o 6 PLANS AND PERMIT N'Ill"T!1F KEPT ON JOB OR y� 17X/ND J/4" IRON Cl ROD (NO ID) PORTION OF SECTION 6 TOWNSHIP `35 SOUTH, RANGE 4 FORT PIERCE, ST. LUCIE COUNTY, 0 EAST FL ORIDA LEGAL DESCRIPTION: BEGIN AT THE WEST RIGHT OF WAY OF ANGLE ROAD AND THE WEST RIGHT OF WAY OF CANAL NO. 3 RUN SOUTH ON CANAL RIGHT OF WAY 245.62 FF_E T THENCE WEST 70,3 00 FEET- THENCE NORTfI 4670'00" WEST 15629 FEET, THENCE NOR7HEASTF_RL Y 242.85 FEET, TO THE WFST RIGHT OF WAY OF ANGLE ROAD; THENCE SOUTHEASTERLY ON RIGHT OF WAY 44.94 FEET TO POINT OF BEGINNING; AND FROM THE INTERSECTION OF THE WESTERL Y RIGHT OF WA Y OF ANGLE ROAD AND WEST RIGHT OF WA Y' OF CANAL NO 3 RUN .SOUTH ON CANAL RIGH7 OF WA Y 245.62 FEET fOR POIN OF BEGINNING, THENCE WEST 103 00 FEET THENCE NORTH 46 28'00 " WEST 156.29 FEF_ T, THENCE WF_ST 370. 16 FEET 70 THE WEST LINE OF THE EAST 1; 2 OF THE SOUTHEAST 714 OF THE SOUTHEAST 114 OF SECTION 6, TOWNSHIP 35 SOUTH, RANGE 40 EAST` THENCE SOUTH 282.78 FEET 70 A POINT 685.00 FEET NORTH OF THE SOUTH LINE OF SAID SECTION THENCE EAST 579.61 fEET TO THE RIGHT OF WAY Of- CANAL NO, 3, THENCE NORTH ON SAID RIGH7 OF WAY 166.79 FEET TO 7HE POINT OF BFGINN/NG ALL IN SEC'7ION 6, TOWNSHIP 35 SOUTH, RANGE 40 EAST" ST LUCIE COUNTY, FLORIDA. AND RI (,IN AT TNF NORTHWEST CORNER OF THE NORTHEAST 714 OF 7HE SOUTHEAST 114 OF THE SOUTHEAST 714 OF SECTION 6, 1.35 S, R 40 E, Sr.. LUCIE COUNTY, fLORIDA; RUN SOUTH 8974553" fA.S7, 159.30 FEET, THENCE RUN SOUTH 253036" EAST, 30.5.55 FEET, THENCE RUN SOUTH 4438'50" EAST, 112.41 FEET, THENCE RUN NORTH 8945'53" WEST, 370.16 FEET,' THENCE RUN NORTH 00'03 3. t- EAST. 355.36 FEET TO THE POINT OF BEGINNING. SURVEYOR'S NOTES: 1. NO ATTEMPT WAS MADE BY THIS FIRM TO LOCATE UNDERGROUND L171LITIE-S ON/OR ADJACENT 70 THIS SITE. THE APPA'OX/MATE LOCATION OF ALL UTILITIES SHOWN HEREON WERE TAKEN FROM AS -BUILT DRAWINGS AND/OR ON -SITE LOCATION AND SHOULD BE VERIFIED BEFORE CONSTRUCTION 2, NO ATTEMPT WAS MADE BY THIS FIRM TO LOCATE UNDERGROUND FOOTINGS OF BUILDINGS OR FENCES ON OR AID✓AC'ENT TO THIS SITE J. LANDS SHOWN HEREON WIRE SURVEYED WITHOUT BENEFIT OF TITLE SEARCH. 4- BEARINGS SHOWN HEREON REFER TO AN ASSUMED MERIDIAN OF N 43'OJ'J2' W ALONG THE SOUTHWESTERLY RIGHT OF WAY LINE OF ANGLE ROAD (STATE ROAD 607A). 6. LEGAL DFSCRIPTA)AI FURNISED BY CLIENT 7 SITE AREA: 2772 "4.78 SQUARE FEET OR ACRES' 6.2275 SQUARE FEE7 CERTIFICATIONS. 1, ROLF S. JENSEN & ROLF JENSEN 2. HARBOR FEDERAL SAVINGS BANK . --- .RO-�CRT ,71. LLOYj7. ATTORAI.LY-_AT_1AW - 4 G'U.MMONWLA[ -H ._AND TITLE INSURANCE COW GRAPHIC SCALE w 20 40 80 ( IN FEET ) I inch - 40 ft. 160 SURVEYOR'S CERTIFICATION.- I HEREBY CER7/fir 7r(AT THIS PLAT OF SURVEY WAS PREPARED UNDER MY RESPONSIBLE - CHARGE AND MEETS THE- MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS AND MAPPERS IN CHAPTER 61 G 11- 6, FLORIDA STATUTES, AND THAT l7 IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND RELIEf. NOT VALID WITHOUT rAYE S/GNAIURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LIC[71SE0 SURVEYOR AND MAPPEf7, ROBERT BL OOMSTER JR. PROFESSIONAL LAND SURVEYOR NO 4134 STATE OF FL.OPIDA BLOOMS TER PROFESSIONAL LAND SURVEYORS, INC. L.B. #6018 641 N.E. SPENCER STREET JENSEN BEACH, FI.ORIDA 34957 PHONE 561 - 334- 0868 SHEET OF SCALE: 1" _ 40' DATE: 11-19--98 F.B A36/35 JOB NO, 2534 REVISIONS PREPARED FOR. ROLF JENSEN 975-11V6LE ROAD FOR l PIE-RCE, > ?: L_ UCIE COU/V T Y, f L ORLD/-I 0 I I II I `21b GA. RIB PANEL ATTACHMENT SECURED WITH 012XI 5CREW5. I 1 1 I I I - ----------------------------------- - ----- 11 I - --- I II - - I !1 I I 11 I I, II 1 I I II II II I I I I I I I I I ! _ I. 26 GA, FL. RIB PANEL ROOF. II II -___--__=__-___====#1 T) 1 1 5 CENTERS „ II TYPICAL, I I I I I I II II lIJI it II II " 1 1 I I I I II -- I II II II II I� II I. II II II II II II II II ____________1I .+II -------- ------------ -------- F--___---------____--__----___-______--1 ---_'___-_-- __-_-_-_-_-_-_-_-_-_-_-_- 1II II -- T�- I ___ nn , 50 - - ROOF 4ND4F007ER PLAN "I"BEAM. ® 81/2 "X14GA. TIJ STRUT- © 81/2 "XI&GA. ZEE. 5LAf-� 4"X4" RETAINING WALL CURRENT. -.� BEAM ATTACHMENT I/2,,X3" BOLTS I/2"X6" ANGLE BRACKET. t 5E 4'`l ATT,4CN4 PENT 5CALE: 1". V NOTE' 1. TF41S E3UILDING IS BEING CONSTRUCTED ON TOP OF AN EX15TING CONCRETE SLAB THAT IS 0" THICK. w S LA r. r f ��'��' '' S 2. THE ROOFING IS A METAL 24 GA. G14LV,4LUIM, 3. CENTER POST ON ALL BAR JOIST PROVIDE A LB/FT PER CODE. 4, THE ROOF SLOPES 2 FEET FROI'! FRONT TO BACK, 5. THE EXISTING SLAB IS LARGER THAN THE ROOF AS NOTED ON TL4E DR,4WING. (o. NO A/C. i. NO ELECTRIC, 8. NO PLUMB!NG, FRONT ELEVATION 5CALE:1/4"-l' EXISTING ROOF ExI5TING GUTTER EXISTING "I" BEAM SUPPORT EXISTING BUILDING. N-% 2(o GA, RIB PANEL ATTACHMENT SECURED WITH 012X1 SCREWS NEW STEEL SUPPORT BRACKET 1/2" GUSSET 12X12x1/2" PLATE, FRONT GUSSET DETAIL 111 16xl6xjg STEEL PLATE 51DE Wxb"X3/6"WALL "I" BEAM. WELDED TO 1/2" PLATE. Ew�.&JCN-X+NSFON ANCHOR$. TOP VIEW FOOTER DETAIL SIDE VIEW SCALE: l"- I' 1. 26 GA, FL. RIB PANEL ROOF. 2. &1/2" ZEE5 * GA. SECURED TO "I" BEAMEVERY 4' WITH 412XI" ZAC-PM SCREUJS. dpTl 9" "I' SEAM 16' WELDED TOO CENTER OF SUPPORT "I" BEAM. GWcsJr uALDLo ,;po W r.1 4"X4" RETAINR•Ka WALL CURRENT. SECTION VIEW xx. SCALE: 1/4". I SGALE:1" ■ I' .'x3' CONCRETE FOOTER 05 REED BAR ON 12" CENTERS. i CC 81/2" 90 DEGREE 5TRUTx14 GAUGE. BEAM ATTACH •v 1/2"X3" BOLTS 142"x6" ANGLE BRACKET SCANNFED St. Lucie County REVISION BY w J W N 0 v w � Q� m �pl wull J W U Z� W a) Z w 7 U J o� Oo �c� W[L Iz OQ(L LI8 DRAWN WRE3 CHECKED DATE 01-31-00 SI"At E AS NOTED JOB NO. 201113 S.HF.ET JF