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ALTA Survey 1www.bowmanconsulting.com © Bowman Consulting Group, Ltd.PROJECT NO301 S.E. Ocean Blvd., Suite 301 Stuart, FL 34994 Phone: (772) 283-1413 Fax: (772) 220-7881 PROFESSIONAL SURVEYORS AND MAPPERS, CERTIFICATE NO. LB. 8030 BOARD OF PROFESSIONAL ENGINEERS, CERTIFICATE OF AUTHORIZATION NO. 30462 Bowman Consulting Group, Ltd., Inc.LEGEND5THIS MAP IS INTENDED TO BEDISPLAYED AT A SCALE OF 1" = 500'1PALM BEACH COUNTY FLORIDA LOCATION MAPNOT TO SCALEPROJECTLOCATIONALTA / NSPS LAND TITLE SURVEYBOUNDARY AND LIMITED TOPOGRAPHIC SURVEYLYING IN WAL MART AT BOYNTON BEACH, RECORDED IN PLAT BOOK 94, PAGE 140AND SECTIONS 19 AND 30, TOWNSHIP 45 SOUTH, RANGE 43 EASTPALM BEACH COUNTY, FLORIDAGENERAL NOTES:BOWMAN CONSULTING EXERCISED THE PROFESSIONAL STANDARD OF CARE INTHE PROPER SELECTION AND APPLICATION OF SURFACE GEOPHYSICALTECHNIQUES FOR MAPPING THE SUBSURFACE UTILITIES WITHIN THE PROJECTLIMITS AS SHOWN ON THIS DRAWING.BOWMAN CONSULTING DOES NOT GUARANTEE THAT THE UTILITIES SHOWNCOMPRISE ALL UTILITIES WITHIN THE PROJECT AREA.UTILITY INFORMATION IS BASED ON AVAILABLE FIELD AND RECORDINFORMATION. LOCATION, SIZE, OR DEPTH MAY NOT BE ACCURATE IN ALLAREAS AS THESE MAY HAVE BEEN MODIFIED AT SEGMENTS THAT HAVE NOTBEEN VERIFIED.DESIGNATED UTILITIES MEET ASCE AND THE U.S. DEPARTMENT OFTRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION DEFINITION FORQUALITY LEVEL STANDARDS AS DEFINED BELOW.ASCE C-I 38-02 STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTIONOF EXISTING SUBSURFACE UTILITY DATA:QUALITY LEVEL A (QLA)PRECISE HORIZONTAL AND VERTICAL LOCATIONOF UTILITIES OBTAINED BY THE ACTUALEXPOSURE AND SUBSEQUENT MEASUREMENT OFSUBSURFACE UTILITIES, USUALLY AT A SPECIFICPOINT, WITH THE USE OF EXCAVATINGEQUIPMENT, THAT IS NON-DESTRUCTIVE ATCERTAIN AREAS.QUALITY LEVEL B (QLB) INFORMATION OBTAINED THROUGH THEAPPLICATION OF APPROPRIATE SURFACEGEOPHYSICAL METHODS TO DETERMINE THEEXISTENCE AND APPROXIMATE HORIZONTALPOSITION OF SUBSURFACE UTILITIES. THESEFIELD LOCATED UTILITIES ARE SURVEYED.QUALITY LEVEL C (QLC)INFORMATION OBTAINED BY SURVEYING ANDPLOTTING VISIBLE ABOVE-GROUND UTILITYFEATURES AND BY USING PROFESSIONALJUDGMENT IN CORRELATING THIS INFORMATIONTO QUALITY LEVEL D.QUALITY LEVEL D (QLD)INFORMATION DERIVED FROM EXISTING RECORDSOR ORAL RECOLLECTIONS.UNDERGROUND ELECTRIC (QLB)UNDERGROUND WATER (QLB)BOUNDARY SURVEYSHEET 2SHEET 1TOPOGRAPHIC SURVEYSHEET 3INDEX OF SHEETSLEGAL DESCRIPTION, SURVEYOR'S NOTES,SITE MAP, LEGEND AND CERTIFICATIONSHEETS 4-5TITLE EXCEPTIONSWALMART STORE #2789 ALTA / NSPS LAND TITLE SURVEY BOUNDARY AND LIMITED TOPOGRAPHIC SURVEY 3200 OLD BOYNTON ROAD, BOYNTON BEACH, FLBOYNTON BEACH BOULEVARDWALMARTSITE MAPOLD BOYNTON ROADPARK BLVD. W I NCHESTER N. CONGRESS AVENUE KNUTH ROAD BOYNTON BEACH MALLOAKWOOD LAKES DRIVE Feet05001000TYP.= TYPICAL= GLOBAL POSITIONING SYSTEMG.P.S.LB= LICENSED BUSINESS= FOUND IRON ROD= PROFESSIONAL SURVEYOR & MAPPERP.S.M.EL.= ELEVATIONx14.52= EXISTING ELEVATION= NORTH AMERICAN VERTICAL DATUM N.A.V.D.R.T.K.= REAL TIME KINEMATIC= PLAT DATA(P)= FOUND CONCRETE MONUMENT= SET 5/8" IRON ROD AND CAP STAMPED "BOWMAN CG LB 8030"= MAG NAIL= RADIUSR= CENTRAL ANGLEL= ARC LENGTH= PERMANENT REFERENCE MONUMENTPRM= PAGEPG.= PLAT BOOKP.B.CH= CHORD BEARING AND DISTANCE= INVERTINV.WV= SANITARY SEWER MANHOLE= BACKFLOW PREVENTER= WATER VALVE= ELECTRIC HAND HOLE= IRRIGATION VALVE OR BOX= SITE CONTROL POINT= POLYVINYL CHLORIDE PIPEPVC= LIGHT POLE ON CONCRETE CAISSONCMP= CORRUGATED METAL PIPE= HIGH DENSITY POLYETHYLENE PIPEHDPEX= CHAIN LINK FENCELS= LICENSED SURVEYOR= FLORIDA DEPARTMENT OF TRANSPORTATIONF.D.O.T.WM= WATER METER= CLEANOUT= PARCEL CONTROL NUMBERPCN= SIGN= BRICK PAVER BLOCKS= HANDICAPPED PARKING= AMERICAN LAND TITLE ASSOCIATIONALTAFPL= FLORIDA POWER & LIGHT= IDENTIFICATIONI.D.= REINFORCED CONCRETE PIPERCP= MISCELLANEOUS MANHOLE= BOLLARD= CONTOUR ELEVATION10F.F.E.= FINISHED FLOOR ELEVATIONLTD.= LIMITEDLAT.= LATITUDE= LONGITUDELONG.= TITLE EXCEPTION NUMBERC/O= MAILBOXMHSANBTM= BOTTOM= ELECTRIC METEREM= POINT IDENTIFICATIONPID= MITERED END SECTIONMES12= HANDICAPPEDHCDA= DRIVEWAY ACCESSE.V.= ELECTRIC VEHICLE= NATIONAL SOCIETY OF PROFESSIONAL SURVEYORSNSPS804= FOUND 1/4 SECTION CORNER= SECTION CORNERCCR= CERTIFIED CORNER RECORD= WOOD UTILITY POLE= GUY WIRE & ANCHOR= STORM MANHOLESTORMSURVEYOR'S CERTIFICATION:SURVEYOR'S NOTES:1.THIS IS A BOUNDARY AND LIMITED TOPOGRAPHIC SURVEY PREPARED IN ACCORDANCE WITH THE"STANDARDS OF PRACTICE" FOR SURVEYING AND MAPPING IN THE STATE OF FLORIDA AS FOUND FORTH BYTHE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17.05, FLORIDAADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. THIS SURVEY WAS PREPAREDPER THE TITLE COMMITMENT SHOWN HEREON. THERE MAY BE OTHER MATTERS IN THE PUBLIC RECORDSTHAT AFFECT THE SUBJECT PROPERTY.2.THE COORDINATES, BEARINGS AND DISTANCES SHOWN HEREON ARE REFERENCED TO THE FLORIDA STATEPLANE COORDINATE SYSTEM, TRANSVERSE MERCATOR PROJECTION, EAST ZONE, NORTH AMERICAN DATUMOF 1983 (NAD83 / 2011 ADJUSTMENT) AND WERE ESTABLISHED BY R.T.K.-G.P.S. USING A TRIMBLE R-12 G.P.S.RECEIVER ON THE VRS NETWORK AND VERIFIED BY MULTIPLE MEASUREMENTS ON THE FOLLOWING FLORIDADEPARTMENT OF TRANSPORTATION PUBLISHED CONTROL: "C1" FOUND BRASS DISK IN CONCRETE STAMPED "804-93-11-C01"N = 798541.70E = 952171.70LAT. = 26°31'39.76"LONG. = 80°05'41.00" THE BASIS OF BEARING REFERS TO THE SOUTH LINE OF SUBJECT PROPERTY BEING SOUTH 87°32'46" WEST.3. THIS SURVEY WAS PERFORMED UTILIZING R.T.K.-G.P.S. AND TRADITIONAL SURVEY PROCEDURES WITHMULTIPLE MEASUREMENTS ON PROJECT CONTROL POINTS, AND HAS A HORIZONTAL AND VERTICALPOSITIONAL PRECISION OF LESS THAN 0.10 FEET.4.THE ELEVATIONS SHOWN HEREON REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D. 88)AND ARE BASED UPON THE FOLLOWING FLORIDA DEPARTMENT OF TRANSPORTATION PUBLISHED CONTROL: "HCC2" PROJECT ID: 4476671 FOUND FDOT BRASS DISK IN CONCRETE STAMPED "804-93-11-C2" ELEVATION = 11.68' (N.A.V.D. 88)5.ALL DISTANCES SHOWN HEREON ARE IN U.S. SURVEY FEET AND DECIMALS THEREOF.6.THE TOPOGRAPHIC DATA AND IMPROVEMENTS SHOWN HEREON ARE LIMITED TO SPECIFIC AREAS ASREQUESTED BY THE CLIENT.7.AS TO TABLE "A" ALTA REQUIREMENTS:ITEM 1. MONUMENTS HAVE BEEN PLACED OR WERE FOUND AT ALL PROPERTY CORNERS.ITEM 2. PROPERTY ADDRESS: 3200 OLD BOYNTON ROAD, BOYNTON BEACH, FLITEM 3. THE LANDS BOUND BY THIS SURVEY ARE LOCATED IN "X" PER FLOOD INSURANCE RATE MAP 12099C0788F, DATED 10/05/2017. ITEM 4. SUBJECT PROPERTY CONTAINS 1,419,727.90 SQUARE FEET SQUARE FEET OR 32.59 ACRES, MORE OR LESS.ITEM 5. VERTICAL DATUM IS STATED IN NOTE #4 ABOVE. ELEVATIONS AND CONTOURS AT ONE FOOT INTERVALS ARE SHOWN.ITEM 6(A). PER BOWMAN ENGINEERING DEPARTMENT:ZONING: C3 (COMMUNITY COMMERCIAL)BUILDING SETBACKS: FRONT-20', CORNER / SIDE - 20', INTERIOR: 0', REAR: 20', FLOOR SPACE RESTRICTIONS: 0.5 FLOOR AREA RATIO BUILDING HEIGHT RESTRICTIONS: 45'PARKING REQUIREMENTS: 1 SPACE PER 200 SQUARE FEETITEM 6(B). SETBACKS ARE GRAPHICALLY DEPICTED.ITEM 7(A). EXTERIOR DIMENSIONS OF BUILDINGS ARE SHOWN (LIMITED TO DESIGN AREA).ITEM 7(B). EXISTING BUILDING AREA IS 222,844 SQUARE FEET PER ENGINEER.ITEM 7(C). BUILDING HEIGHT IN DESIGN/BUILD AREA IS SHOWN.ITEM 8. SUBSTANTIAL FEATURES OBSERVED ARE SHOWN.ITEM 9. PER BOWMAN ENGINEERING DEPARTMENT THERE ARE 1022 REGULAR PARKING SPACES, 33 HANDICAPPED SPACES, 16 PICKUP SPACES AND 4 E.V. SPACES TOTALING 1075 PARKING SPACES, AND 17 CART RETURN SPACES.ITEM 11(A). UTILITIES LOCATED AS SHOWN ON SURVEY.ITEM 11(B). SURVEYOR HAS COORDINATED A PRIVATE UNDERGROUND UTILITY LOCATE (PUUL) SERVICE TO MARK THE UTILITIES ON THE PROPERTY. NO EXCAVATION WAS PERFORMED. ITEM 15. RECTIFIED ORTHOPHOTOGRAPHY, PHOTOGRAMMETRIC MAPPING, REMOTE SENSING, AIRBORNE/MOBILE LASER SCANNING WAS NOT USED FOR ANY SURVEY DATA SHOWN HEREON. THE SURVEY WAS COMPLETED IN ACTUAL FIELD VISIT AND NOT WITH DRONE OR AERIAL IMAGERY. ITEM 16. THERE IS NO EVIDENCE OF RECENT EARTH MOVING WORK OR BUILDING CONSTRUCTION.ITEM 17. NO EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS OBSERVED.ITEM 19. INSURANCE REQUIREMENTS MET.ITEM 20(A). EASEMENTS IDENTIFIED IN THE TITLE COMMITMENT ARE SHOWN.8.THE IMAGERY SHOWN HEREON, DATED 2021, WAS OBTAINED FROM THE FDOT A PLUS WEBSITE(FDOTEWP1.DOT.STATE.FL.US) AND IS FOR INFORMATIONAL PURPOSES ONLY.9.ADDITIONS OR DELETIONS TO THIS SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY ORPARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.10.THIS SURVEY IS NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OR ELECTRONIC SIGNATURE OF AFLORIDA LICENSED SURVEYOR AND MAPPER.AUGUST 14, 2025TO:WALMART REAL ESTATE BUSINESS TRUSTTHIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED ANDADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6(a)(b), 7(a)(b1)(c), 8, 9, 11(a)(b), 13, 15, 16, 17, 19 AND 20(a) OFTABLE A THEREOF.PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF THISCERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT PROPER FIELD PROCEDURES, INSTRUMENTATION AND ADEQUATESURVEY PERSONNEL WERE EMPLOYED IN ORDER TO ACHIEVE RESULTS COMPARABLE TO THOSE OUTLINED IN THE "MINIMUMANGLE, DISTANCE AND CLOSURE REQUIREMENTS FOR SURVEY MEASUREMENTS WHICH CONTROL LAND BOUNDARIES FORALTA/NSPS LAND TITLE SURVEYS."ALSOI FURTHER CERTIFY, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT THE BOUNDARY AND TOPOGRAPHIC SURVEY SHOWNHEREON WAS PREPARED IN ACCORDANCE WITH THE "STANDARDS OF PRACTICE" FOR SURVEYING AND MAPPING IN THESTATE OF FLORIDA AS 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.THOMAS M. WALKER, JR. DATE OF LAST FIELDWORKFLORIDA SURVEYOR AND MAPPERLICENSE No. 6875tom.walker@bowman.comBOWMAN CONSULTING GROUP, LTD., INC.FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER 8030(LB 8030 = LICENSED BUSINESS NUMBER 8030)"C1"PROJECT ID: 4259601FOUND FDOT BRASS DISK IN CONCRETESTAMPED "804-93-11-C01"ELEVATION = 12.07' (N.A.V.D. 88)LOT 1 AND TRACTS A AND B, WAL-MART AT BOYNTON BEACH, ACCORDING TO MAP OR PLAT THEREOF ASRECORDED IN PLAT BOOK 94, PAGE 140, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA,TOGETHER WITH THE WEST HALF OF THE VACATED RIGHT-OF-WAY ABUTTING TO THE EAST OF TRACT A, ASDESCRIBED IN OFFICIAL RECORDS BOOK 18917 PAGE 146, OF THE PUBLIC RECORDS OF PALM BEACHCOUNTY, FLORIDA.LEGAL DESCRIPTION: www.bowmanconsulting.com © Bowman Consulting Group, Ltd.PROJECT NO301 S.E. Ocean Blvd., Suite 301 Stuart, FL 34994 Phone: (772) 283-1413 Fax: (772) 220-7881 PROFESSIONAL SURVEYORS AND MAPPERS, CERTIFICATE NO. LB. 8030 BOARD OF PROFESSIONAL ENGINEERS, CERTIFICATE OF AUTHORIZATION NO. 30462 Bowman Consulting Group, Ltd., Inc.52PALM BEACH COUNTY FLORIDA ALTA / NSPS LAND TITLE SURVEYBOUNDARY AND LIMITED TOPOGRAPHIC SURVEYLYING IN WAL MART AT BOYNTON BEACH, RECORDED IN PLAT BOOK 94, PAGE 140AND SECTIONS 19 AND 30, TOWNSHIP 45 SOUTH, RANGE 43 EASTPALM BEACH COUNTY, FLORIDAWALMART STORE #2789 ALTA / NSPS LAND TITLE SURVEY BOUNDARY AND LIMITED TOPOGRAPHIC SURVEY 3200 OLD BOYNTON ROAD, BOYNTON BEACH, FL 1. ANY DEFECT, LIEN, ENCUMBRANCE, ADVERSE CLAIM, OR OTHER MATTER THAT APPEARS FOR THE FIRST TIME IN THE PUBLIC RECORDSOR IS CREATED, ATTACHES, OR IS DISCLOSED BETWEEN THE COMMITMENT DATE AND THE DATE ON WHICH ALL OF THE SCHEDULE B,PART I - REQUIREMENTS ARE MET.NO COMMENT2. STANDARD EXCEPTIONS:a. RIGHTS OR CLAIMS OF PARTIES IN POSSESSION NOT SHOWN BY THE PUBLIC RECORDS.b. EASEMENTS, OR CLAIMS OF EASEMENTS, NOT SHOWN BY THE PUBLIC RECORDS.c. ENCROACHMENTS, OVERLAPS, BOUNDARY LINE DISPUTES, OR OTHER MATTERS WHICH WOULD BE DISCLOSED BY AN ACCURATE SURVEY AND INSPECTION OF THE PREMISES.d. ANY LIEN, OR RIGHT TO A LIEN, FOR SERVICES, LABOR, OR MATERIAL HERETO OR HEREAFTER FURNISHED, IMPOSED BY LAW ANDNOT SHOWN BY THE PUBLIC RECORDS.e. ANY ADVERSE OWNERSHIP CLAIM BY THE STATE OF FLORIDA BY RIGHT OF SOVEREIGNTY TO ANY PORTION OF THE LANDSINSURED HEREUNDER, INCLUDING SUBMERGED, FILLED, AND ARTIFICIALLY EXPOSED LANDS AND LANDS ACCRETED TO SUCH LANDS.SPECIAL EXCEPTIONS:3. GENERAL OR SPECIAL TAXES AND ASSESSMENTS FOR THE YEAR 2024 AND SUBSEQUENT YEARS, WHICH ARE NOT YET DUE ANDPAYABLE.NOT A SURVEY MATTER.4. ANY LIEN ARISING UNDER CHAPTER 159, FLORIDA STATUTES, IN FAVOR OF ANY CITY, TOWN, VILLAGE OR PORT AUTHORITY FOR UNPAIDSERVICE CHARGES FOR SERVICE BY ANY WATER SYSTEM, SEWER SYSTEM OR GAS SYSTEM SERVICING THE LANDS DESCRIBED HEREIN.NOT A SURVEY MATTER.5. ALL MATTERS AS SET FORTH PER PLAT AT BOOK 94, PAGES 140 AND 141, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.ALL APPLICABLE MATTERS ARE SHOWN.6. EASEMENT GRANTED TO AMERICAN TELEPHONE AND TELEGRAPH COMPANY, AS MORE FULLY SET FORTH IN THE DOCUMENTRECORDED IN DEED BOOK 623, PAGE 180, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.DOCUMENT IS ILLEGIBLE. CANNOT DETERMINE IF IT AFFECTS THE SUBJECT PROPERTY.7. EASEMENT GRANTED TO FLORIDA POWER AND LIGHT COMPANY, AS MORE FULLY SET FORTH IN THE DOCUMENT RECORDED IN OFFICIALRECORDS BOOK 1704, PAGE 1649, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.AFFECTS SUBJECT PROPERTY AS SHOWN.8. EASEMENT IN FAVOR OF FLORIDA POWER AND LIGHT COMPANY PURSUANT TO ORDER OF TAKING (REFERENCE PARCEL NUMBER 36 OFSAID ORDER) RECORDED IN OFFICIAL RECORDS BOOK 3379 PAGE 940, AND AS PER STIPULATED FINAL JUDGMENT RECORDED INOFFICIAL RECORDS BOOK 4776 PAGE 832, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.DOES NOT AFFECT SUBJECT PROPERTY.9. EASEMENT GRANTED TO THE CITY OF BOYNTON BEACH, AS MORE FULLY SET FORTH IN THE DOCUMENT RECORDED IN OFFICIALRECORDS BOOK 4220, PAGE 276, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.DOES NOT AFFECT SUBJECT PROPERTY.10. EASEMENT GRANTED TO FLORIDA PUBLIC UTILITIES COMPANY, AS MORE FULLY SET FORTH IN THE DOCUMENT RECORDED IN OFFICIALRECORDS BOOK 6547, PAGE 953, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.AFFECTS SUBJECT PROPERTY AS SHOWN.11. EASEMENT GRANTED TO FLORIDA PUBLIC UTILITIES COMPANY, AS MORE FULLY SET FORTH IN THE DOCUMENT RECORDED IN OFFICIALRECORDS BOOK 6547, PAGE 955, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.AFFECTS SUBJECT PROPERTY AS SHOWN.12. DECLARATION OF EASEMENTS, RESTRICTION AND PROTECTIVE COVENANTS, RECORDED IN OFFICIAL RECORDS BOOK 9742, PAGE 336,OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.AFFECTS SUBJECT PROPERTY. NOTHING TO PLOT. (BLANKET EASEMENTS FOR ACCESS, PARKING AND UTILITIES)13. DRAINAGE AND OFF SITE WATER RETENTION EASEMENT AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 9742 PAGE 367, ASAMENDED IN OFFICIAL RECORDS BOOK 10939 PAGE 1433 AND RE-RECORDED IN OFFICIAL RECORDS BOOK 11005 PAGE 1376, ANDAMENDED IN OFFICIAL RECORDS BOOK 13614 PAGE 1770, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.AFFECTS SUBJECT PROPERTY AS SHOWN.14. DECLARATION OF EASEMENTS, COVENANTS AND RESTRICTIONS RECORDED IN OFFICIAL RECORDS BOOK 10939 PAGE 1422, ASAMENDED IN OFFICIAL RECORDS BOOK 12724 PAGE 1996, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.AFFECTS SUBJECT PROPERTY AS SHOWN.15. DECLARATION OF COVENANTS AND RESTRICTIONS BETWEEN BILL R. WINCHESTER AND WAL-MART STORES EAST, INC., AN ARKANSASCORPORATION RECORDED IN OFFICIAL RECORDS BOOK 11463 PAGE 1510, AS AMENDED BY PARTIAL RELEASE OF UNITY OF TITLERECORDED IN OFFICIAL RECORDS BOOK 14038 PAGE 1781, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.OFFICIAL RECORDS BOOK 11463, PAGE 1510 AFFECTS SUBJECT PROPERTY. NOTHING TO PLOT. NOT A SURVEY MATTER.OFFICIAL RECORDS BOOK 14038, PAGE 1781 DOES NOT AFFECT SUBJECT PROPERTY.16. ACCESS AND DRAINAGE EASEMENT BY AND BETWEEN WAL-MART STORES EAST, AN ARKANSAS CORPORATION AND MARTIN'S BBQ,INC., A FLORIDA CORPORATION RECORDED IN OFFICIAL RECORDS BOOK 12725, PAGE 19, OF THE PUBLIC RECORDS OF PALM BEACHCOUNTY, FLORIDA.AFFECTS SUBJECT PROPERTY AS SHOWN.17. EASEMENT GRANTED TO THE CITY OF BOYNTON BEACH, AS MORE FULLY SET FORTH IN THE DOCUMENT RECORDED IN OFFICIALRECORDS BOOK 12728, PAGE 1905, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.AFFECTS SUBJECT PROPERTY AS SHOWN.18. RECIPROCAL INGRESS AND EGRESS EASEMENT BY AND BETWEEN WAL-MART STORES EAST, INC., AN ARKANSAS CORPORATION ANDMARCVAN ENTERPRISES, LLC, A FLORIDA LIMITED LIABILITY COMPANY RECORDED IN OFFICIAL RECORDS BOOK 13684, PAGE 220, OFTHE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.RECIPROCAL INGRESS AND EGRESS EASEMENT BENEFITS AND ABUTS SUBJECT PROPERTY AS SHOWN. DOCUMENT ALSO INCLUDES A CROSS ACCESS AREA AND CROSS PARKING AREA THAT ALSO BENEFITS SUBJECT PROPERTY AND ARE APPROXIMATELY SHOWN SINCE THE DOCUMENNT IS PARTIALLY ILLEGIBLE.19. ACCESS EASEMENT BY AND BETWEEN WAL-MART STORES EAST, INC., AN ARKANSAS CORPORATION AND QUARTERDECK PROPERTIES,L.C., A FLORIDA LIMITED LIABILITY COMPANY RECORDED IN OFFICIAL RECORDS BOOK 13684, PAGE 293, OF THE PUBLIC RECORDS OFPALM BEACH COUNTY, FLORIDA.APPEARS TO AFFECT SUBJECT PROPERTY BUT DOCUMENT IS PRTIALLY ILLEGIBLE AND CANNOT BE DRAWN.20. ACCESS EASEMENT BY AND BETWEEN WAL-MART STORES EAST, AN ARKANSAS CORPORATION AND SCHIAPPA DEVELOPMENT GROUP,A FLORIDA COMPANY RECORDED IN OFFICIAL RECORDS BOOK 16406, PAGE 720, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY,FLORIDA.AFFECTS SUBJECT PROPERTY AS SHOWN.21. EASEMENT CONTAINED IN ORDINANCE NO., 05-026, RECORDED IN OFFICIAL RECORDS BOOK 18917, PAGE 146, OF THE PUBLICRECORDS OF PALM BEACH COUNTY, FLORIDA.ABUTS THE EAST LINE OF SUBJECT PROPERTY BUT DOESN NOT AFFECT IT.22. EASEMENT GRANTED TO FLORIDA POWER & LIGHT COMPANY, AS MORE FULLY SET FORTH IN THE DOCUMENT RECORDED IN OFFICIALRECORDS BOOK 31886, PAGE 633, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.AFFECTS SUBJECT PROPERTY AS SHOWN.23. EASEMENT GRANTED TO FLORIDA POWER & LIGHT COMPANY, AS MORE FULLY SET FORTH IN THE DOCUMENT RECORDED IN OFFICIALRECORDS BOOK 33958, PAGE 403, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.AFFECTS SUBJECT PROPERTY AS SHOWN.24. EASEMENT GRANTED TO FLORIDA POWER & LIGHT COMPANY, AS MORE FULLY SET FORTH IN THE DOCUMENT RECORDED IN OFFICIALRECORDS BOOK 33958, PAGE 426, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.AFFECTS SUBJECT PROPERTY AS SHOWN.25. RESOLUTION NO. R-76-802, RECORDED 09/24/1976 IN OFFICIAL RECORDS BOOK 2586, PAGE 1378, OF THE PUBLIC RECORDS OFPALM BEACH COUNTY, FLORIDA.AFFECTS SUBJECT PROPERTY . NOTHING TO PLOT.26. AGREEMENT IN FAVOR OF LAKE WORTH DRAINAGE DISTRICT RECORDED IN OFFICIAL RECORDS BOOK 4377, PAGE 55, OF THE PUBLICRECORDS OF PALM BEACH COUNTY, FLORIDA.DOES NOT AFFECT SUBJECT PROPERTY.27. AGREEMENT IN FAVOR OF LAKE WORTH DRAINAGE DISTRICT RECORDED 10/22/1984 IN OFFICIAL RECORDS BOOK 4377, PAGE 65, OFTHE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.AFFECTS SUBJECT PROPERTY AS SHOWN.28. ORDINANCE NO. 090-65, RECORDED 01/25/1991 IN OFFICIAL RECORDS BOOK 6709, PAGE 1985, OF THE PUBLIC RECORDS OFPALM BEACH COUNTY, FLORIDA.DOES NOT AFFECT SUBJECT PROPERTY.29. RIGHTS OF LAKE WORTH DRAINAGE DISTRICT AS TO CANAL NO. L-24.AFFECTS SUBJECT PROPERTY.30. THE POLICY DOES NOT INSURE THE NATURE OR EXTENT OF RIPARIAN OR LITTORAL RIGHTS.NO COMMENT.31. RIGHTS OF TENANTS UNDER ANY UNRECORDED LEASES. NO COMMENT.A.L.T.A. COMMITMENTSTEWART TITLE GUARANTY COMPANYSCHEDULE B - PART IITITLE COMMITMENT NO. 2301366,ISSUING OFFICE FILE NUMBER: 2301366,PROPERTY ADDRESS: 3200 OLD BOYNTON ROAD, BOYNTON BEACH, FL 33436COMMITMENT DATE: MAY 20, 2025. WINCHESTERPCN: 08-43-45-19-22-000-0010O.R.B. 23174, PG. 1719OWNER: WAL MART STORES EAST LPADDRESS: 3200 OLD BOYNTON ROAD,BOYNTON BEACH, FLORIDAPCN:08-43-4.5-19-05-042-0010O.R.B. 14338, PG. 473OWNER: FLORIDA PUBLICUTILITITES COMPANYADDRESS:3200 OLD BOYNTON ROAD,BOYNTON BEACH, FLORIDAPCN: 08-43-45-19-05-042-0030O.R.B. 24157, PG. 818OWNER: BEST VET INC.ADDRESS: 399 WINCHESTER PARK BLVD.,BOYNTON BEACH, FLORIDAPCN: 08-43-45-19-22-000-0040O.R.B. 28371, PG. 1422OWNER: GOLDEN REALTY LLCADDRESS:389 WINCHESTER PARK BLVD.,BOYNTON BEACH, FLORIDA(LOTS 4 & 5)PCN: 08-43-45-30-01-008-0020O.R.B. 29648, PG. 10710OWNER: GREENTREE PARTNERS LLCADDRESS: 3469 W. BOYNTON BEACH BLVD. 1,BOYNTON BEACH, FLORIDAPCN: 08-43-45-30-01-007-0010O.R.B. 33540, PG. 1742OWNER: PAZ PLAZA BB LLCADDRESS: 3301 W. BOYNTON BEACH BLVD. 1,BOYNTON BEACH, FLORIDAPCN: 08-43-45-30-00-000-1010DEED NOT LISTEDOWNER: LAKE WORTH DRAINAGE DISTRICTPCN: 08-43-45-30-01-006-0020O.R.B. 20379, PG. 1222OWNER:MOTE PROPERTIES LLCADDRESS:3111 W. BOYNTON BEACH BLVD.,BOYNTON BEACH, FLORIDAPCN: 08-43-45-30-01-006-0030O.R.B. 10065, PG. 1656OWNER:CRONE LAWRENCE B TRUSTADDRESS:3101 W. BOYNTON BEACH BLVD.,BOYNTON BEACH, FLORIDAPCN: 08-43-45-30-01-004-0011O.R.B. 27940, PG. 573OWNER: PRINZEN LLCADDRESS: 1701 W. BOYNTON BEACH BLVD.,BOYNTON BEACH, FLORIDAPCN: 08-43-45-30-01-004-0012O.R.B. 19601, PG. 1918OWNER: TD BANK NAADDRESS: 1601 W. BOYNTON BEACH BLVD.,BOYNTON BEACH, FLORIDAPCN: 08-43-45-19-05-048-0020O.R.B. 33271, PG. 356OWNER: LORNA S. HEISLER &WILLIAM E. B. K. & WELSHADDRESS: 1203 KNUTH ROAD,BOYNTON BEACH, FLORIDAPCN: 08-43-45-19-05-048-0010O.R.B. 26514, PG. 866OWNER: PS BOYNTON BEACH OLD RD 2013 LLCADDRESS: 3400 OLD BOYNTON ROAD,BOYNTON BEACH, FLORIDAPCN: 08-43-45-19-22-000-0020O.R.B. 25587, PG. 1159OWNER: JOLU LLCADDRESS: 3280 OLD BOYNTON ROAD,BOYNTON BEACH, FLORIDAPCN: 08-43-45-19-22-000-0030O.R.B. 26374, PG. 27OWNER: BETT REALTORS LLCADDRESS:3240 OLD BOYNTON ROAD,BOYNTON BEACH, FLORIDAN = 798699.88E = 950959.87LAT. =N26° 31' 41.41"LONG. = W80° 05' 54.33"S 87°32'46" W 548.67'N 01°03'44" W 12.50'S 87°32'46" W 320.68'N 00°49'54" W 12.50'S 87°32'46" W 628.29'N 00°39'00" W330.87'S 87°33'50" W 15.01'N 00°39'00" W 330.88'N 87°34'17" E 313.09'N 00°44'26" W 388.44'N 74°20'13" E131.00'N 89°49'58" E146.06'N 89°49'58" E 237.00'N 00°44'27" W 174.00'N 89°49'58" E 72.01'N 54°01'49" E 25.64'N 89°49'58" E 358.58'S 01°00'39" E 463.38'S 89°59'21" E 294.06'N 58°57'33" E40.00'R=2041.31'Δ=3°17'04"L=117.02'CH = S5°58'11"W117.00'10' STORM WATERDRAINAGE EASEMENTO.R.B. 12725, PG. 19 (P)WATER EASEMENTO.R.B. 12728, PG. 1905 (P)10' UTILITY EASEMENTO.R.B. 12002, PG. 1994 (P)3' FPL EASEMENTO.R.B. 1704, PG. 1649 (P)SANITARY SEWER EASEMENT NO. 1O.R.B. 12728, PG. 1905 (P)FOUND 4"X4" CONCRETEMONUMENT STAMPED"PRM RLS 4462"0.11' S.FOUND 4"X4" CONCRETEMONUMENT STAMPED"PRM RLS 4462"0.11' S.FOUND 4"X4" CONCRETEMONUMENT STAMPED"LB 4631", 0.10' E.FOUND 1/2" IRON RODAND CAP STAMPED"RLS (ILLEGIBLE)"0.16' S., 0.55' W.FOUND 5/8" IRON RODAND CAP STAMPED"P.E.G. LB 3353", 0.29' S.FOUND 1/2" IRON RODAND CAP STAMPED"MHA LB 696"1.14' W.FOUND 5/8" IRONROD. NO I.D.0.16' S., 1.92' W.SET 5/8" IRON RODROD AND CAP STAMPED"BOWMAN CG LB 8030"SET 5/8" IRON RODROD AND CAP STAMPED"BOWMAN CG LB 8030"SET MAG NAILAND DISK STAMPED"BOWMAN CG LB 8030"FOUND BENT MAGNAIL, NO I.D.1.89' W.SET 5/8" IRON RODROD AND CAP STAMPED"BOWMAN CG LB 8030"SET 5/8" IRON RODROD AND CAP STAMPED"BOWMAN CG LB 8030"FOUND 5/8" IRON RODAND CAP STAMPED"P.E.G. LB 3353"1.17' S.FOUND 4"X4" CONCRETEMONUMENT STAMPED"LB 4631"0.13' S., 0.14' E.SET 5/8" IRON RODROD AND CAP STAMPED"BOWMAN CG LB 8030"SET MAG NAILAND DISK STAMPED"BOWMAN CG LB 8030"FOUND 5/8" IRONROD, NO I.D.0.32' S.FOUND 1/4" IRONPIPE, NO I.D.0.33' S., 0.14' E.SET 5/8" IRON RODROD AND CAP STAMPED"BOWMAN CG LB 8030"FOUND 4"X4"CONCRETEMONUMENTSTAMPED"LB 4631"0.27' S.R=215.00'Δ=35°23'41"L=132.82'CH = S72°17'20"E130.72'SET WITNESS CORNER5/8" IRON RODROD AND CAP STAMPED"BOWMAN CG LB 8030"10.00' S. ON LINESET 5/8" IRON RODROD AND CAP STAMPED"BOWMAN CG LB 8030"S 89°59'21" E 174.00'S 00°00'39" W 207.00'S 20°32'42" E 42.72'S 00°00'39" W 239.14'S 71°10'27" E66.80'S 41°02'11" W103.21'S 70°46'08" W71.46'S 54°44'07" W 34.24'FOUND 4"X4" CONCRETEMONUMENT STAMPED"LB 4631", 0.13' S., 0.14' E.R=2301.99'Δ=7°54'48"L=317.94'CH = S2°38'35"W317.68'S 01°18'49" E 27.22'SET 5/8" IRON RODROD AND CAP STAMPED"BOWMAN CG LB 8030"FOUND 4"X4"CONCRETEMONUMENT,NO I.D.0.19' S.SET MAG NAILAND DISK STAMPED"BOWMAN CG LB 8030"SET 5/8" IRON RODROD AND CAP STAMPED"BOWMAN CG LB 8030"FOUND 5/8" IRON RODAND CAP STAMPED"P.E.G. LB 3353"0.09' S., 0.12' E.FOUND 3/4" IRON RODAND CAP, NO.I.D., 0.18' W.OF SECTION LINESET 5/8" IRON RODROD AND CAP STAMPED"BOWMAN CG LB 8030"FOUND 4"X4" CONCRETEMONUMENT STAMPED "LB 4631"FOUND 5/8" IRON RODWITH BROKEN CAPCCR 53581S.W. CORNER OF S.E. 1/4OF SECTION 19,TOWNSHIP 45 SOUTH,RANGE 43 EASTLOT 1WAL MART AT BOYNTON BEACHP.B. 94, PG. 140STORM WATER TRACT "B"WAL MART AT BOYNTON BEACHP.B. 94, PG. 140TRACT "A"STORMWATER EASEMENTO.R.B. 13614, PG. 1770WAL MART AT BOYNTON BEACHP.B. 94, PG. 140SANITARY SEWER EASEMENT NO. 2O.R.B. 12728, PG. 1905 (P)WATER EASEMENT NO. 2O.R.B. 12728, PG. 1905 (P)10' STORM WATERDRAINAGE EASEMENTO.R.B. 12725, PG. 19 (P)WATER EASEMENTO.R.B. 12728, PG. 1905 (P)ACCESS EASEMENTO.R.B. 12725, PG. 19 (P)N 89°50'04" E 237.00' (P)N 00°44'21" W 174.00' (P)N 89°50'04" E 72.01' (P)N 54°01'55" E 25.64' (P)N 89°50'04" E 358.58' (P)S 01°00'33" E 463.38' (P)S 89°59'15" E 294.06' (P)N 58°57'39" E 40.00' (P)S 89°59'15" E 174.00' (P)S 00°00'45" W 207.00' (P)S 20°32'36" E 42.72' (P)S 00°00'45" W 239.14' (P)S 71°10'21" E 66.80' (P)N 41°02'17" E103.21' (P)S 70°46'14" W 71.46' (P)S 54°44'13" W 34.24' (P)S 01°18'43" E 27.22' (P)S 87°32'52" W 548.67' (P)N 01°03'38" W 12.50' (P)S 87°32'52" W 320.68' (P)N 00°49'48" W 12.50' (P)S 87°32'52" W 628.29' (P)N 00°38'54" W330.87' (P)S 87°33'56" W 15.01' (P)N 00°38'54" W 330.88' (P)N 87°34'23" E 313.09' (P)N 00°44'20" W 388.44' (P)N 74°20'19" E131.00' (P)N 89°50'04" E 146.06' (P)CH = S 5°58'17" W117.00' (P)CH = S 2°38'41" W317.68' (P)108' PUBLIC RIGHT-OF-WAY (P) PARK BOULEVARD N = 799989.42E = 952203.42LAT. =N26° 31' 54.10"LONG. = W80° 05' 40.54"FOUND 4"X4" CONCRETEMONUMENT STAMPED "LB 4631", 0.22' S.SET MAG NAILAND DISK STAMPED"BOWMAN CG LB 8030"SET MAG NAILAND DISK STAMPED"BOWMAN CG LB 8030"SET MAG NAILAND DISK STAMPED"BOWMAN CG LB 8030"SET 5/8" IRON RODROD AND CAP STAMPED"BOWMAN CG LB 8030"SITE CONTROL POINT #802N = 798935.22E = 951509.48EL. = 14.30'SET MAG NAILAND DISK STAMPED"BOWMAN CG LB 8030"SITE CONTROL POINT #803N = 798826.06E = 951325.25EL. = 13.28'SET MAG NAILAND DISK STAMPED"BOWMAN CG LB 8030"SITE CONTROL POINT #804N = 799355.49E = 951417.30EL. = 14.44'SET MAG NAILAND DISK STAMPED"BOWMAN CG LB 8030"SITE CONTROL POINT #800N = 799263.98E = 951481.58EL. = 13.58'SET 5/8"IRON RODAND CAP STAMPED"BOWMAN CG LB 8030"SITE CONTROL POINT #801N = 799262.85E = 951757.44EL. = 14.08'SET 5/8"IRON RODAND CAP STAMPED"BOWMAN CG LB 8030"17131676' FLORIDA UTILITYEASEMENTO.R.B. 6547, PG. 955(P)115' L.A.E. (P)(TYP.)DA2 (P) DA3 (P)DA1 (P)6' FLORIDA UTILITYEASEMENTO.R.B. 6547, PG. 95310APPROXIMATELOCATON OFCROSS ACCESS AREAO.R.B. 13684, PG. 22018APPROXIMATELOCATON OFCROSS PARKING AREAO.R.B. 13684,PG. 22018RECIPROCAL INGRESS AND EGRESS EASEMENTO.R.B. 13684, PG. 220 (LOTS 4 AND 5)18LOT 4P.B. 94, PG. 140LOT 5P.B. 94, PG. 140SUBJECT TO ACCESS EASEMENTO.R.B. 13684, PG. 293(ILLEGIBLE)19ACCESS EASEMENTO.R.B. 16406, PG. 72020EASEMENTO.R.B. 18917, PG. 1462110' FPL EASEMENTO.R.B. 31866, PG. 6332210' FPL EASEMENTO.R.B. 33958, PG. 4032310' FPL EASEMENTO.R.B. 33958, PG. 40323242440' LAKE WORTH DRAINAGE DISTRICT EASEMENTO.R.B. 4377, PG. 65275525'15'ROADEASEMENTO.R.B. 12724, PG. 199614INGRESS/EGRESSEASEMENTO.R.B. 12724, PG. 199614S 87°32'46" W 1095.22'S 87°32'52" W 1095.22' (P)5WATER EASEMENT NO. 3O.R.B. 12728, PG. 1905 (P)555 5 519 2O30 29SOUTH LINE OF THE S.E. 1/4 OFSECTION 19, TOWNSHIP 45 SOUTH,RANGE 43 EASTSTORM WATERTRACT "C"P.B. 94, PG. 14055STORMWATEREASEMENTO.R.B. 13614, PG. 177013N 02°27'14" W 60.00'N 02°27'08" W 60.00' (P)60.00'115.34'N 02°27'08" W 34.17' (P)N 02°27'14" W 34.17'(BEARING BASE)LOT 2P.B. 94, PG. 140LOT 3P.B. 94, PG. 140WATER EASEMENT NO. 2O.R.B. 12728, PG. 1905 (P)5INGRESS/EGRESSEASEMENTO.R.B. 10939,PG. 1422 (P)5WATER EASEMENTO.R.B. 12728, PG. 1905 (P)510' STORM WATERDRAINAGE EASEMENTO.R.B. 12725, PG. 19 (P)165516551655SET 5/8" IRON RODROD AND CAP STAMPED"BOWMAN CG LB 8030"SET WITNESS CORNERMAG NAIL ANDDISK STAMPED"BOWMAN CG LB 8030"10.00' N. ON LINE80' PUBLIC RIGHT-OF-WAY (P)OLD BOYNTON BEACH ROADCCR 53582S.E. CORNER OFSECTION 19,TOWNSHIP 45 SOUTH,RANGE 43 EAST(ACCEPTED AS CORNER)(ACCEPTED ASCORNER)(ACCEPTED AS CORNER)(ACCEPTED AS CORNER)(ACCEPTED AS CORNER)(ACCEPTED AS CORNER)(ACCEPTEDAS CORNER)(ACCEPTEDAS CORNER)(ACCEPTED AS CORNER)TOPOGRAPHICSURVEY LIMITSSEE SHEETS 4 & 580520' BUILDINGSETBACK (TYP.)20' BUILDING SETBACK (TYP.)www.bowmanconsulting.com © Bowman Consulting Group, Ltd.PROJECT NO301 S.E. Ocean Blvd., Suite 301 Stuart, FL 34994 Phone: (772) 283-1413 Fax: (772) 220-7881 PROFESSIONAL SURVEYORS AND MAPPERS, CERTIFICATE NO. LB. 8030 BOARD OF PROFESSIONAL ENGINEERS, CERTIFICATE OF AUTHORIZATION NO. 30462 Bowman Consulting Group, Ltd., Inc.53PALM BEACH COUNTY FLORIDA WALMART STORE #2789 ALTA / NSPS LAND TITLE SURVEY BOUNDARY AND LIMITED TOPOGRAPHIC SURVEY 3200 OLD BOYNTON ROAD, BOYNTON BEACH, FL Feet080160THIS MAP IS INTENDED TO BEDISPLAYED AT A SCALE OF 1" = 80' SITE CONTROL POINT #800N = 799263.75E = 951490.77EL. = 13.58'SET 5/8" IRON RODAND CAP STAMPED"BOWMAN CG LB 8030"SITE CONTROL POINT #801N = 799262.85E = 951757.44EL. = 14.08'SET 5/8" IRON RODAND CAP STAMPED"BOWMAN CG LB 8030"SITE CONTROL POINT #804N = 799355.49E = 951417.30EL. = 14.44'SET MAG NAIL AND DISKSTAMPED "BOWMAN CG LB 8030"13.61'13.41'14.08'13.71'13.60'14.03'14.18'13.79'13.86'14.22'14.18'13.79'13.86'14.28'13.88'13.94'14.37'14.26'13.85'13.90'14.22'14.26'13.81'13.68'14.08'13.66'13.60'13.99'14.3'14.4'14.6'14.3'13141213.59'13.33'13.38'13.19'13.47'13.71'13.77'13.38'13.20'13.17'13.35'13.74'13.69'13.28'13.22'13.20'13.31'13.64'13.60'13.22'13.18'13.21'13.26'13.52'13.52'13.19'13.20'13.47'13.50'13.14'13.18'13.48'13.44'13.20'13.57'14.68'14.69'14.71'14.71'14.74 ' 14.68'14.74'14.70'14.62'14.71'14.70'14.47'14.55'14.04'14.09'14.60'14.53'14.03'14.02'14.45'14.52'14.72'14.72'14.71'14.60'14.69'14.68'14.39'14.46'13.98'13.96'13.94'13.94'14.35'14.41'14.63'14.64'14.49'14.61'14.61'13.99'13.98'14.31'14.4 1 ' 14.50'14.51'14.32'13.99'13.98'14.27'14.45'14.44'14.33'14.06'14.06'14.33'14.42'14.46'14.41'14.15'14.17'14.34'14.41'14.42'14.47'13.74'14.14'14.19'13.92'14.40'14.42'14.0 4 ' 14.37'14.39'14.44'14.28'14.30'14.39'14.18'14.25'14.43'14.21'14.35'14.66'FD14.6'14.57'14.18'14.05'14.42'14.06'13.8 3 ' 14.4'14.30'13.92'13.93'14.38'13.98'14.5'14.47'14.07'14.10'14.43'14.45'14.13'120914.60'14.14'14.23'12914.6'1214.41'14.75'WV1 3 . 8 0 ' 1 3 . 9 '13.45'13.73'1 3 . 3 9 ' 1 2 . 9 6 ' 1 3 . 4 2 ' 1 3 . 3 5 ' 1 2 . 9 5 ' 1 2 . 9 0 ' 1 3 . 2 7 ' 1 3 . 2 7 ' 1 2 . 8 9 ' 1 2 . 9 8 ' 1 3 . 0 2 ' 1 3 . 3 9 ' 1 3 . 5 8 ' 1 3 . 2 7 ' 1 3 . 4 4 ' 1 3 . 7 1 ' 1 3 . 8 1 ' 1 3 . 5 0 ' 1 3 . 7 ' 1 3 . 6 ' 1 3 . 9 ' 1 3 . 6 9 ' 1 3 . 6 4 ' 1 4 . 0 3 ' 1 3 . 6 0 '15111212681 3 . 4 4 ' 1 3 . 7 4 ' 1 3 . 7 5 ' 1 3 . 9 4 ' 1 3 . 9 2 ' 1 3 . 3 5 ' 1 3 . 0 4 ' 1 3 . 0 9 ' 1 3 . 5 0 ' 1 4 . 0 8 ' 1 4 . 0 2 ' 1 3 . 4 5 ' 1 3 . 1 8 ' 1 3 . 2 2 ' 1 3 . 5 9 ' 1 3 . 2 2 ' 1 3 . 3 2 ' 1 3 . 2 6 ' 1 3 . 5 6 ' 1 4 . 1 8 ' 1 4 . 2 2 ' 1 3 . 8 3 ' 1 4 . 2 3 ' 1 4 . 2 7 ' 1 4 . 0 0 ' 1 4 . 2 4 ' 1 3 . 9 0 ' 1 3 . 8 7 ' 1 3 . 8 ' 1 3 . 9 8 ' 1 3 . 5 2 ' 1 3 . 4 9 ' 1 3 . 7 0 ' 1 3 . 4 0 ' 1 4 . 6 ' 1 3 . 6 2 ' 1 3 . 3 5 ' 1 3 . 6 8 ' 1 3 . 3 4 ' 1 3 . 5 9 ' 1 3 . 8 8 ' 1 4 . 1 3 ' 1 3 . 8 5 ' 1 3 . 8 8 ' 1 4 . 1 6 '221 3 . 5 8 ' 1 3 . 9 7 ' 1 4 . 3 8 ' 1 4 . 3 0 ' 1 3 . 7 5 ' 1 3 . 6 9 ' 1 4 . 0 4 ' 1 4 . 4 1 ' 1 4 . 4 3 ' 1 4 . 0 8 ' 1 4 . 4 3 ' 1 4 . 4 6 ' 1 4 . 1 3 ' 1 3 . 8 2 ' 1 3 . 8 3 ' 1 4 . 1 7 ' 1 4 . 5 0 ' 1 4 . 5 0 ' 1 4 . 2 2 ' 1 4 . 0 2 ' 1 3 . 9 8 ' 1 4 . 2 6 ' 1 4 . 6 0 ' 1 4 . 5 8 ' 1 4 . 2 3 ' 1 4 . 0 8 ' 1 4 . 1 1 ' 1 4 . 3 3 ' 1 4 . 6 3 ' 1 4 . 5 8 ' 1 4 . 2 9 ' 1 4 . 1 2 ' 1 4 . 1 3 ' 1 4 . 3 8 ' 1 3 . 9 9 ' 1 4 . 1 8 ' 1 4 . 1 3 ' 1 4 . 3 4 ' 1 4 . 6 6 ' 1 4 . 6 4 ' 1 4 . 3 9 ' 1 4 . 6 9 ' 1 4 . 6 6 ' 1 4 . 4 1 ' 1 4 . 2 5 ' 1 4 . 2 6 ' 1 4 . 4 6 ' 1 4 . 8 1 ' 1 4 . 8 3 ' 1 4 . 4 9 ' 1 4 . 3 2 ' 1 4 . 3 6 ' 1 4 . 5 6 ' 1 4 . 8 9 ' 1 4 . 9 1 ' 1 4 . 5 8 ' 1 4 . 4 8 ' 1 4 . 4 6 ' 1 4 . 4 7 ' 1 4 . 6 6 ' 1 4 . 9 9 ' 1 4 . 9 8 ' 1 4 . 7 4 ' 1 4 . 5 8 ' 1 4 . 6 1 ' 1 4 . 8 0 ' 1 4 . 9 9 ' 1 4 . 8 8 ' 1 4 . 7 0 ' 1 4 . 7 2 ' 1 5 . 0 0 ' 1 5 . 0 4 ' 1 5 . 0 9 ' 1 5 . 0 4 ' 1 4 . 8 6 ' 1 4 . 9 2 ' 1 5 . 0 8 ' 1 5 . 1 0 ' 1 5 . 1 3 ' 1 5 . 0 2 ' 1 5 . 0 4 ' 1 5 . 0 5 ' 1 5 . 1 0 ' 1 5 . 1 6 ' 1 5 . 1 4 ' 1 5 . 1 2 ' 1 5 . 1 1 ' 1 5 . 0 8 ' 1 5 . 1 3 ' 1 5 . 0 9 ' 1 5 . 0 5 ' 1 4 . 6 9 ' 1 5 . 0 9 ' 1 4 . 5 4 ' 1 4 . 5 4 ' 1 4 . 6 3 ' 1 4 . 5 3 ' 1 4 . 4 2 ' 1 4 . 5 6 ' 1 4 . 5 3 ' 1 4 . 8 2 ' 1 4 . 6 6 ' 1 4 . 8 3 ' 1 4 . 4 9 ' 1 4 . 6 4 ' 1 4 . 6 6 ' 1 5 . 0 9 ' 1 4 . 8 2 ' 1 4 . 8 5 'EM14531 5 . 6 4 ' 1 5 . 4 0 ' 1 5 . 4 5 ' 1 5 . 4 2 ' 1 5 . 4 2 '15.48'1 5 . 5 6 ' 1 5 . 1 1 ' 1 5 . 6 1 ' 1 5 . 0 5 ' 1 5 . 0 3 ' 1 5 . 3 9 ' 1 4 . 8 9 ' 1 4 . 8 0 ' 1 5 . 3 0 ' 1 5 . 1 3 ' 1 5 . 3 ' 1 5 . 3 ' 1 5 . 3 4 ' 1 5 . 3 6 ' 1 5 . 3 8 ' 1 5 . 3 8 ' 1 5 . 4 2 ' 1 4 . 9 6 ' 1 5 . 0 3 ' 1 4 . 9 3 ' 1 4 . 9 1 ' 1 5 . 3 2 ' 1 4 . 9 1 ' 1 4 . 7 4 ' 1 5 . 1 7 ' 1 5 . 2 0 ' 1 5 . 1 9 ' 1 4 . 7 1 ' 1 4 . 7 0 ' 1 4 . 7 3 ' 1 5 . 1 7 ' 1 5 . 1 6 ' 1 5 . 0 8 ' 1 5 . 2 4 ' 1 5 . 2 2 ' 1 5 . 1 4 ' 1 5 . 1 3 ' 1 4 . 5 5 ' 1 4 . 5 4 ' 1 4 . 7 8 ' 1 4 . 8 0 ' 1 5 . 1 9 ' 1 5 . 1 5 ' 1 4 . 8 8 ' 1 4 . 9 2 ' 1 5 . 2 1 ' 1 4 . 8 8 ' 1 4 . 9 1 ' 1 4 . 8 4 ' 1 5 . 1 8 ' 1 4 . 9 4 ' 1 4 . 6 3 ' 1 4 . 4 3 '121 4 . 9 9 ' 1 4 . 5 5 ' 1 4 . 6 3 ' 1 4 . 9 7 ' 1 4 . 9 9 ' 1 4 . 5 8 ' 1 5 . 0 ' 1 4 . 9 6 ' 1 4 . 5 7 ' 1 5 . 0 9 ' 1 4 . 6 8 ' 1 6 . 0 ' 1 4 . 5 5 ' 1 4 . 5 9 ' 1 4 . 4 5 ' 1 4 . 4 4 ' 1 4 . 2 6 ' 1 4 . 3 2 ' 1 4 . 5 0 ' 1 4 . 4 3 ' 1 4 . 4 5 ' 1 4 . 7 1 ' 1 4 . 3 4 ' 1 4 . 2 6 ' 1 4 . 1 0 ' 1 4 . 1 0 ' 1 3 . 9 3 ' 1 3 . 9 6 ' 1 4 . 1 4 ' 1 4 . 1 4 ' 1 4 . 2 9 ' 1 4 . 2 6 ' 1 4 . 0 8 ' 1 4 . 1 0 ' 1 4 . 0 5 ' 1 3 . 9 8 ' 1 3 . 8 2 ' 1 3 . 8 4 ' 1 3 . 7 9 ' 1 3 . 7 6 ' 1 3 . 8 8 ' 1 3 . 8 4 ' 1 4 . 0 0 ' 1 4 . 0 0 ' 1 4 . 0 1 ' 1 3 . 9 8 ' 1 3 . 9 1 ' 1 3 . 7 6 ' 1 3 . 7 4 ' 1 3 . 6 9 ' 1 3 . 6 9 ' 1 3 . 5 2 ' 1 3 . 5 9 ' 1 3 . 6 7 ' 1 3 . 5 7 ' 1 3 . 8 3 ' 1 3 . 8 1 ' 1 3 . 7 4 ' 1 3 . 7 5 ' 1 3 . 5 7 ' 1 3 . 5 2 ' 1 3 . 4 0 ' 1 3 . 4 2 ' 1 3 . 3 7 ' 1 3 . 3 7 ' 1 3 . 5 1 ' 1 3 . 4 6 ' 1 3 . 6 5 ' 1 3 . 6 5 ' 1 3 . 6 2 ' 1 3 . 6 1 ' 1 3 . 6 1 ' 1 3 . 5 2 ' 1 3 . 4 3 ' 1 3 . 3 5 ' 1 3 . 3 2 ' 1 3 . 2 4 ' 1 3 . 2 6 ' 1 3 . 4 6 ' 1 3 . 4 2 ' 1 3 . 5 6 ' 1 3 . 5 6 ' 1 3 . 6 0 ' 1 3 . 6 0 ' 1 3 . 4 6 ' 1 3 . 3 9 ' 1 3 . 1 8 ' 1 3 . 1 1 ' 1 3 . 0 1 ' 1 3 . 0 0 ' 1 3 . 4 0 ' 1 3 . 3 0 ' 1 3 . 5 8 ' 1 3 . 5 9 ' 1 3 . 6 7 ' 1 3 . 2 3 ' 1 3 . 3 9 ' 1 3 . 4 1 ' 1 3 . 5 5 '14101 3 . 4 4 ' 1 3 . 2 2 ' 1 3 . 7 ' 1 3 . 4 4 ' 1 3 . 1 4 ' 1 2 . 9 3 ' 1 2 . 9 1 ' 1 2 . 9 3 ' 1 3 . 3 3 ' 1 3 . 9 ' 1 3 . 8 ' 1 3 . 4 ' 1 3 . 3 7 ' 1 2 . 9 3 ' 1 2 . 9 6 ' 1 3 . 3 6 ' 1 3 . 3 6 ' 1 3 . 7 ' 1 3 . 2 6 ' 1 3 . 6 0 ' 1 3 . 2 9 ' 1 3 . 3 6 ' 1 3 . 6 5 ' 1 4 . 0 ' 1 3 . 7 0 ' 1 3 . 3 9 ' 1 3 . 4 3 ' 1 3 . 7 9 ' 1 3 . 3 7 ' 1 4 . 0 8 ' 1 3 . 6 5 ' 1 4 . 8 ' 1 4 . 1 ' 1 3 . 8 2 ' 1 4 . 0 9 ' 1 3 . 7 6 ' 1 3 . 8 5 ' 1 4 . 2 3 ' 1 3 . 7 7 ' 1 4 . 1 3 ' 1 3 . 6 7 ' 1 3 . 6 9 ' 1 3 . 6 2 ' 1 3 . 6 5 ' 1 4 . 1 9 ' 1 3 . 7 6 ' 1 3 . 3 9 ' 1 3 . 2 6 '129101 4 . 1 9 ' 1 4 . 1 0 ' 1 3 . 7 2 ' 1 3 . 5 7 ' 1 3 . 5 9 ' 1 3 . 3 8 ' 1 3 . 4 9 ' 1 3 . 6 5 ' 1 4 . 1 6 ' 1 3 . 6 8 ' 1 3 . 7 0 ' 1 3 . 7 1 ' 1 3 . 8 1 '14.15'1 4 . 1 1 ' 1 4 . 6 ' 1 4 . 2 ' 1 3 . 7 8 ' 1 3 . 7 9 '18291 3 . 9 0 ' 1 3 . 9 8 ' 1 3 . 9 3 ' 1 3 . 7 7 ' 1 3 . 7 8 ' 1 3 . 8 2 ' 1 3 . 8 4 '18431 3 . 9 6 ' 1 3 . 9 7 ' 1 3 . 9 0 ' 1 3 . 8 1 ' 1 3 . 8 2 ' 1 3 . 7 4 ' 1 3 . 8 3 ' 1 3 . 8 2 ' 1 3 . 7 1 ' 1 3 . 6 5 ' 1 3 . 6 7 ' 1 3 . 7 2 ' 1 3 . 7 5 ' 1 3 . 7 1 '18711 3 . 5 2 ' 1 3 . 6 2 ' 1 3 . 7 6 ' 1 3 . 7 6 ' 1 3 . 9 4 ' 1 3 . 9 5 ' 1 3 . 9 3 ' 1 3 . 8 0 ' 1 3 . 8 0 ' 1 3 . 7 9 ' 1 3 . 7 7 ' 1 3 . 8 8 ' 1 3 . 8 6 ' 1 3 . 7 1 ' 1 3 . 7 2 ' 1 3 . 7 3 ' 1 3 . 7 2 ' 1 3 . 9 0 ' 1 3 . 8 8 ' 1 3 . 7 6 ' 1 3 . 7 9 ' 1 3 . 8 4 ' 1 3 . 8 4 ' 1 3 . 8 6 ' 1 3 . 8 9 ' 1 3 . 9 1 ' 1 3 . 7 6 ' 1 3 . 7 7 ' 1 3 . 8 2 ' 1 3 . 8 1 ' 1 3 . 8 8 ' 1 3 . 9 4 ' 1 3 . 9 2 ' 1 4 . 0 7 ' 1 4 . 0 5 ' 1 3 . 8 9 ' 1 3 . 9 8 ' 1 3 . 8 2 ' 1 3 . 8 2 ' 1 3 . 9 2 ' 1 3 . 8 9 ' 1 4 . 0 2 ' 1 4 . 1 0 ' 1 4 . 1 6 ' 1 4 . 2 2 ' 1 4 . 3 4 ' 1 4 . 3 0 ' 1 4 . 2 0 ' 1 4 . 2 8 ' 1 3 . 9 7 ' 1 3 . 9 7 ' 1 4 . 1 2 ' 1 4 . 1 4 ' 1 4 . 4 0 ' 1 4 . 4 5 ' 1 4 . 4 3 ' 1 4 . 6 0 ' 1 4 . 6 0 ' 1 4 . 4 3 ' 1 4 . 4 6 ' 1 4 . 5 8 ' 1 4 . 2 3 ' 1 4 . 2 4 ' 1 4 . 3 7 ' 1 4 . 3 8 ' 1 4 . 6 8 ' 1 4 . 7 5 ' 1 4 . 8 1 ' 1 4 . 8 2 ' 1 4 . 9 8 ' 1 4 . 9 5 ' 1 4 . 8 0 ' 1 5 . 0 2 ' 1 4 . 7 0 ' 1 4 . 6 0 ' 1 4 . 6 5 ' 1 4 . 9 4 ' 1 4 . 4 6 ' 1 4 . 4 3 ' 1 4 . 3 6 ' 1 4 . 4 1 ' 1 4 . 7 7 ' 1 4 . 5 0 ' 1 4 . 9 0 ' 1 4 . 6 9 ' 1 4 . 9 7 ' 1 5 . 5 ' 1 5 . 7 ' 1 5 . 6 '111 4 . 6 2 ' 1 4 . 4 1 ' 1 4 . 4 3 ' 1 4 . 3 7 ' 1 4 . 3 8 ' 1 4 . 2 0 ' 1 4 . 2 2 ' 1 4 . 2 1 ' 1 4 . 1 8 ' 1 4 . 0 9 ' 1 3 . 9 6 ' 1 3 . 9 6 ' 1 4 . 0 7 ' 1 4 . 0 2 ' 1 3 . 9 0 ' 1 3 . 9 4 ' 1 3 . 7 9 ' 1 3 . 7 7 ' 1 3 . 7 8 ' 1 3 . 8 4 ' 1 3 . 7 0 ' 1 3 . 6 4 ' 1 3 . 6 0 ' 1 3 . 4 2 ' 1 3 . 8 0 ' 1 3 . 7 8 ' 1 3 . 6 6 ' 1 3 . 6 9 ' 1 3 . 7 0 ' 1 3 . 5 4 ' 1 3 . 5 7 ' 1 3 . 5 0 ' 1 3 . 4 6 ' 1 3 . 3 2 ' 1 3 . 3 5 ' 1 3 . 3 8 ' 1 3 . 4 3 ' 1 3 . 5 9 ' 1 3 . 6 2 ' 1 3 . 5 3 ' 1 3 . 5 5 ' 1 3 . 9 7 ' 1 3 . 6 6 ' 1 3 . 2 7 ' 1 3 . 2 0 ' 1 3 . 1 6 ' 1 3 . 0 4 ' 1 3 . 0 4 ' 1 3 . 2 4 ' 1 3 . 2 6 ' 1 3 . 4 7 ' 1 3 . 4 3 ' 1 3 . 4 0 ' 1 3 . 3 9 ' 1 3 . 0 9 ' 1 3 . 3 0 ' 1 3 . 1 8 ' 1 2 . 9 6 ' 1 2 . 9 4 ' 1 2 . 8 9 ' 1 2 . 9 1 ' 1 3 . 1 2 ' 1 3 . 2 0 ' 1 3 . 4 2 ' 1 3 . 4 0 '20432044204520461 3 . 4 5 ' 1 3 . 4 3 ' 1 3 . 1 1 ' 1 3 . 0 9 ' 1 2 . 8 6 ' 1 2 . 8 3 ' 1 3 . 1 1 ' 1 3 . 4 8 ' 1 3 . 4 7 ' 1 3 . 1 0 ' 1 2 . 7 9 ' 1 2 . 9 7 ' 1 3 . 1 0 ' 1 3 . 4 7 ' 1 3 . 3 9 ' 1 3 . 3 4 ' 1 3 . 2 7 ' 1 3 . 4 9 ' 1 3 . 4 9 ' 1 3 . 1 4 ' 1 3 . 1 9 ' 1 3 . 5 1 ' 1 3 . 5 4 ' 1 3 . 5 4 ' 1 3 . 5 5 ' 1 3 . 1 9 ' 1 3 . 3 3 ' 1 3 . 4 6 ' 1 3 . 4 8 ' 1 3 . 4 3 ' 1 3 . 2 6 ' 1 3 . 4 5 ' 1 3 . 5 1 ' 1 3 . 5 2 ' 1 3 . 2 9 ' 1 3 . 3 2 ' 1 3 . 0 0 ' 1 2 . 9 2 ' 1 3 . 2 2 ' 1 3 . 1 5 ' 1 3 . 1 3 '2136213721381 2 . 7 8 ' 1 2 . 8 2 ' 1 3 . 1 3 ' 1 3 . 0 1 ' 1 2 . 9 1 ' 1 3 . 0 2 ' 1 3 . 1 2 ' 1 3 . 1 2 ' 1 3 . 0 8 ' 1 3 . 0 2 ' 1 3 . 1 1 ' 1 3 . 1 5 ' 1 3 . 2 2 ' 1 3 . 2 6 ' 1 3 . 1 2 ' 1 3 . 1 1 '21731 3 . 1 6 ' 1 3 . 2 5 ' 1 3 . 3 5 ' 1 3 . 3 4 ' 1 3 . 4 3 ' 1 3 . 3 6 ' 1 3 . 3 9 ' 1 3 . 4 9 ' 1 3 . 5 2 ' 1 3 . 6 7 ' 1 3 . 5 7 ' 1 3 . 4 6 ' 1 3 . 4 2 ' 1 3 . 2 2 ' 1 3 . 1 8 ' 1 2 . 9 5 ' 1 3 . 4 1 ' 1 3 . 4 2 ' 1 3 . 1 0 '21961 3 . 0 8 ' 1 3 . 4 1 ' 1 3 . 4 3 ' 1 3 . 4 3 ' 1 3 . 4 2 ' 1 3 . 2 9 ' 1 3 . 2 3 ' 1 3 . 4 7 ' 1 3 . 5 0 ' 1 3 . 5 6 ' 1 3 . 5 5 ' 1 3 . 5 3 '22142215221622171 4 . 1 8 ' 1 3 . 8 0 ' 1 3 . 7 9 ' 1 4 . 1 1 ' 1 3 . 7 4 ' 1 3 . 6 7 ' 1 4 . 1 0 ' 1 3 . 7 0 ' 1 3 . 6 0 ' 13.97' 1 3 . 5 7 ' 1 3 . 5 2 ' 1 3 . 5 9 ' 1 3 . 6 0 ' 1 3 . 5 2 ' 1 3 . 7 2 ' 1 4 . 0 1 '1012121 4 . 5 ' 1 3 . 8 0 ' 1 3 . 5 2 ' 1 3 . 6 1 ' 1 3 . 6 1 ' 1 4 . 0 1 ' 1 3 . 9 9 ' 1 3 . 6 1 ' 1 3 . 5 0 ' 1 3 . 8 1 ' 1 3 . 4 3 ' 1 4 . 7 3 ' 1 5 . 0 3 ' 1 4 . 8 8 ' 1 3 . 1 4 ' 1 3 . 5 2 ' 1 3 . 6 1 ' 1 3 . 6 4 ' 1 3 . 5 5 ' 1 3 . 1 9 '23031 3 . 3 2 ' 1 3 . 1 0 ' 1 3 . 1 2 ' 1 3 . 1 2 ' 1 3 . 5 5 ' 1 3 . 5 2 ' 1 3 . 6 4 ' 1 3 . 6 4 '23131 3 . 4 5 ' 1 3 . 5 8 ' 1 3 . 6 6 ' 1 3 . 6 8 ' 1 3 . 5 3 ' 1 3 . 3 3 ' 1 3 . 2 1 ' 1 3 . 4 7 '23351 3 . 0 1 ' 1 2 . 9 9 ' 1 2 . 9 8 ' 1 3 . 1 2 ' 1 3 . 3 5 ' 1 3 . 3 8 ' 1 3 . 4 7 ' 1 3 . 6 3 ' 1 3 . 6 7 ' 1 3 . 6 9 ' 1 3 . 6 8 ' 1 3 . 6 0 ' 1 3 . 6 1 ' 1 3 . 4 9 ' 1 3 . 5 0 ' 1 3 . 3 9 ' 1 3 . 2 8 ' 1 3 . 3 3 ' 1 3 . 4 7 ' 1 3 . 2 4 ' 1 3 . 2 4 ' 1 3 . 0 3 ' 1 3 . 1 8 ' 1 3 . 1 7 ' 1 3 . 3 8 ' 1 3 . 2 5 ' 1 3 . 5 2 ' 1 3 . 5 2 ' 1 3 . 6 6 ' 1 3 . 7 4 ' 1 3 . 9 1 ' 1 4 . 3 1 ' 1 3 . 8 8 ' 1 3 . 8 0 '14.36'1 3 . 7 7 ' 1 3 . 7 6 ' 1 3 . 6 4 ' 1 3 . 6 5 ' 1 3 . 7 2 ' 1 4 . 3 1 ' 1 3 . 8 8 ' 1 3 . 9 8 ' 1 4 . 3 8 ' 1 3 . 9 8 ' 1 3 . 7 1 ' 1 3 . 6 5 ' 1 3 . 7 5 ' 1 4 . 3 8 ' 1 4 . 3 8 'C/O1 3 . 7 6 ' 1 3 . 7 1 ' 1 3 . 6 3 ' 1 3 . 5 6 ' 1 3 . 7 1 ' 1 4 . 0 1 ' 1 4 . 2 8 ' 1 3 . 9 8 ' 1 4 . 3 6 ' 1 4 . 2 4 ' 1 4 . 3 5 ' 1 3 . 6 0 ' 1 4 . 3 9 ' 1 3 . 6 1 ' 1 3 . 5 3 ' 1 3 . 4 0 ' 1 3 . 6 4 ' 1 4 . 3 6 ' 1 4 . 4 1 ' 1 4 . 1 2 ' 1 4 . 3 4 '14.32'1 3 . 9 3 ' 1 3 . 9 9 ' 1 4 . 2 3 ' 1 4 . 0 9 ' 1 3 . 5 7 ' 1 4 . 1 0 ' 1 3 . 9 6 ' 1 3 . 4 0 ' 1 3 . 3 0 ' 1 3 . 7 0 ' 1 3 . 8 6 ' 1 3 . 3 8 ' 1 3 . 6 4 ' 1 3 . 1 4 ' 1 3 . 0 4 ' 1 2 . 7 8 ' 1 3 . 1 8 ' 1 3 . 6 0 ' 1 3 . 2 4 ' 1 3 . 2 2 ' 1 3 . 2 8 ' 1 3 . 3 8 ' 1 3 . 7 9 ' 1 4 . 0 3 ' 1 3 . 6 1 ' 1 3 . 9 1 ' 1 3 . 9 8 ' 1 3 . 9 7 'SAN1 3 . 4 ' 12 . 4 ' 1 4 . 0 ' 1 2 . 9 ' 12.1'13. 9 ' 14.2'12.2'14.2'12.8'14.1'11.9'10.0'8.5'6.6' 1 3 . 5 4 ' 1 3 . 7 6 ' 1 3 . 7 4 ' 1 3 . 8 4 ' 1 3 . 6 3 ' 1 3 . 7 8 ' 1 4 . 2 2 ' 1 4 . 3 6 '13.90'1 3 . 7 5 ' 1 4 . 1 5 ' 1 3 . 6 2 ' 1 3 . 4 8 ' 1 4 . 2 0 ' 1 3 . 9 4 ' 1 3 . 4 2 ' 1 3 . 5 4 ' 1 4 . 0 5 ' 1 3 . 9 4 ' 1 4 . 3 1 '14.57'1 4 . 1 1 ' 14.14'14.69'13.85'14.44'96191222181 4 . 4 ' 1 4 . 1 ' 1 4 . 6 ' 1 4 . 5 'WMELEC.101451 3 . 7 1 ' 1 3 . 6 4 ' 1 3 . 6 5 ' 1 3 . 7 4 ' 1 3 . 7 7 ' 1 3 . 7 4 ' 1 3 . 8 9 ' 1 3 . 8 1 ' 1 3 . 7 4 ' 1 3 . 8 6 ' 1 3 . 8 9 ' 1 3 . 9 0 ' 1 3 . 9 5 ' 1 4 . 1 3 ' 1 3 . 9 7 ' 1 3 . 8 8 ' 1 3 . 9 6 ' 1 3 . 8 5 ' 1 3 . 9 6 ' 1 3 . 9 1 ' 1 3 . 8 0 ' 1 3 . 7 3 'JUNCTION BOXTRANSFORMER PADNO PARKINGEV ONLYSIGN (TYP.)EV CHARGERSWITH BOLLARDSON CONCRETEEV CHARGING ONLYERS EV CHARGING ONLYERS EV CHARGING ONLYERS GENERATOR AREABOLLARD(TYP.)EV CHARGING ONLYERSSTOPONE WAYSIGNROW 2SIGNLIGHT POLEON CONCRETECAISSONROW 3SIGNSTOPSIGNSTOPSTOPSTOPSTOPONE WAYSIGNROW 4SIGNFIREHYDRANTWATERVALVE(TYP.)CATCH BASINGRATE EL. = 12.57'N.E. INV. EL. = 5.48'S.W. INV. EL. = 5.40'TOP OF WEIR EL. = 10.11'BTM. EL. = 4.91'36" RCPROW 5SIGNSTOPSIGNSTOPSIGNROW 6SIGNSTOP FORPEDESTRIANSSIGNSTOPSIGNHCSIGNONE WAYSIGNROW 7SIGNROW 8SIGNSTOP FORPEDESTRIANSSIGNHCHCHCHCHCHCHCHCHCHC36" CMPCATCH BASIN GRATE EL. = 12.50' E. INV. EL. = 7.74' S.W. INV. EL. = 7.73' BTM. EL. = 7.74'ROW 9SIGNSTOPSIGNSTOP FORPEDESTRIANSSIGNCATCH BASINGRATE EL. = 12.48'W. INV. EL. = 8.15'BTM. EL. = 8.23'BRICK STAMPEDASPHALT (TYP.)NO PARKINGFIRE LANESIGNCLEANOUTNOPARKINGFIRE LANESIGNSTOP FORPEDESTRIANSSIGNBOLLARDS (TYP.)STOP FORPEDESTRIANSSIGNNOPARKINGFIRE LANESIGNFIRELANEFIRELANESEWER MAHNOLERIM EL. = 13.57'E. INV. EL. = 4.61'S.'LY INV. EL. = 4.95'STOP FORPEDESTRIANSSIGNSTOPSIGNSTOPBOLLARD(TYP.)CONCRETE WALLWITH COLUMNS (TYP.)FIRELANE18" RCPWATERMETER(TYP.)ELECTRICBOX (TYP.) INV. EL. = 9.29'CATCH BASINGRATE EL. = 13.54'INV. EL. = 9.93'BTM. EL. = 10.14'FIRELANE1 4 . 4 0 ' 1 4 . 5 1 ' 1 4 . 5 6 ' 1 4 . 4 9 '151 5 . 0 3 '14.39' 1 4 . 4 8 ' 1 5 . 2 ' 1 4 . 9 4 ' 1 4 . 4 7 ' 1 4 . 3 5 ' 1 4 . 5 5 ' 1 4 . 4 4 '14.51 ' 1 4 . 4 6 ' 1 4 . 5 2 ' 1 4 . 4 7 ' 1 4 . 4 8 ' 1 4 . 5 0 ' 1 4 . 9 7 ' 1 5 . 0 1 ' 1 4 . 5 5 ' 1 5 . 0 0 ' 1 5 . 2 4 ' 1 4 . 4 9 ' 1 4 . 5 2 '14.58'1 4 . 5 3 ' 1 4 . 5 3 ' 1 4 . 3 2 ' 1 4 . 5 0 ' 1 5 . 0 0 ' 1 4 . 3 4 ' 1 4 . 5 5 ' 1 3 . 7 1 ' 1 3 . 7 6 'FDC/OC/OC/OMHRIM EL. = 14.58'MHRIM EL. = 14.61'MHRIM EL. = 14.61'MH14.52'14.55'14.39'1 4 . 1 5 '14.81'1 4 . 3 2 ' 1 4 . 9 ' 1 4 . 6 8 ' 1 4 . 2 2 '141 5 . 2 'C/O1 4 . 0 6 ' 1 4 . 7 ' 1 4 . 6 4 ' 1 4 . 1 6 ' 1 4 . 2 6 ' 1 3 . 9 8 ' 1 4 . 1 2 ' 1 4 . 1 3 ' 1 3 . 9 2 ' 1 3 . 8 3 ' 1 4 . 0 6 ' 1 4 . 1 7 ' 1 3 . 4 0 ' 1 3 . 6 9 ' 13.91'13.79'WVWVWVWV1 3 . 9 0 ' 1 4 . 3 2 ' 1 4 . 3 9 '16166.4'8.9'12.5'1510.8'9.1'6.8'6.4' 10" PVC 8' COMPOSITE FENCE EV CHARGERSWITH BOLLARDSON CONCRETEHCHCHCHCHCHCCONCRETESIDEWALKWALMARTF.F.E. = 14.55'CURBGRATECONCRETECURBCONCRETEBACKFLOWPREVENTER(TYP.)BACKFLOWPREVENTER(TYP.)WATERVALVE(TYP.)WATERVALVE(TYP.)3 6 " R C P WATER CONTROLVALVESBOLLARDCLEANOUT0.5' CONCRETECURBBIKE RACKGREASETRAPMANHOLERIM EL. = 14.59'GREASE TRAPMANHOLESWATER EASEMENTO.R.B. 12728, PG. 1905SANITARY SEWEREASEMENT NO. 1O.R.B. 12728, PG. 190510' STORM WATERDRAINAGE EASEMENTO.R.B. 12725, PG. 19SANITARY SEWEREASEMENT NO. 1O.R.B. 12728, PG. 1905BOUNDARY LIMITSOAK TREE(TYP.)PALMTREE(TYP.)10' FPL EASEMENTO.R.B. 31866, PG. 633MITERED ENDSECTIONINV. EL. = 4.84'805www.bowmanconsulting.com © Bowman Consulting Group, Ltd.PROJECT NO301 S.E. Ocean Blvd., Suite 301 Stuart, FL 34994 Phone: (772) 283-1413 Fax: (772) 220-7881 PROFESSIONAL SURVEYORS AND MAPPERS, CERTIFICATE NO. LB. 8030 BOARD OF PROFESSIONAL ENGINEERS, CERTIFICATE OF AUTHORIZATION NO. 30462 Bowman Consulting Group, Ltd., Inc.54PALM BEACH COUNTY FLORIDA WALMART STORE #2789 ALTA / NSPS LAND TITLE SURVEY BOUNDARY AND LIMITED TOPOGRAPHIC SURVEY 3200 OLD BOYNTON ROAD, BOYNTON BEACH, FLTHIS MAP IS INTENDED TO BEDISPLAYED AT A SCALE OF 1" = 20'MATCH LINE - SEE SHEET 5Feet02040 SITE CONTROL POINT #802N = 798935.22E = 951509.48EL. = 14.30'SET MAG NAIL AND DISKSTAMPED "BOWMAN CG LB 8030"SITE CONTROL POINT #803N = 798826.06E = 951325.25EL. = 13.28'SET MAG NAIL AND DISKSTAMPED "BOWMAN CG LB 8030"1 4 . 0 7 ' 1 4 . 3 0 ' 1 4 . 3 1 ' 1 4 . 2 4 ' 1 3 . 5 6 ' 1 3 . 4 9 ' 1 3 . 4 4 ' 1 3 . 3 5 ' 1 2 . 9 4 ' 1 3 . 0 0 ' 1 3 . 0 8 ' 1 3 . 1 4 ' 1 3 . 4 9 ' 1 3 . 3 3 ' 1 3 . 2 9 ' 1 3 . 0 9 ' 1 2 . 9 9 ' 1 2 . 8 5 ' 1 2 . 8 7 ' 1 3 . 2 8 '13.64'14.03'13.95'1 3 . 3 5 ' 1 3 . 4 0 ' 1 3 . 3 3 ' 1 3 . 5 1 ' 1 3 . 6 2 ' 1 3 . 4 9 ' 1 3 . 5 4 ' 1 4 . 2 0 ' 1 4 . 2 3 ' 1 4 . 2 9 ' 1 4 . 1 7 ' 1 4 . 2 1 ' 1 4 . 2 1 ' 1 4 . 1 1 ' 1 4 . 1 6 ' 1 4 . 1 8 ' 1 4 . 0 0 ' 1 4 . 0 9 ' 1 4 . 1 0 ' 1 4 . 0 4 ' 1 4 . 0 8 ' 1 3 . 9 3 ' 1 3 . 9 6 ' 1 3 . 9 9 ' 1 3 . 8 7 ' 1 3 . 9 4 ' 1 3 . 9 4 ' 1 3 . 8 6 ' 1 3 . 9 2 ' 1 3 . 9 0 ' 1 3 . 7 1 ' 1 3 . 7 6 ' 1 3 . 7 4 ' 1 3 . 7 6 ' 1 3 . 7 3 ' 1 3 . 7 5 ' 1 3 . 8 1 ' 1 3 . 7 6 ' 1 3 . 7 4 ' 1 3 . 8 6 ' 1 3 . 8 3 ' 1 3 . 8 0 ' 1 3 . 8 7 ' 1 3 . 8 6 'MHRIM EL. = 13.81'MHRIM EL. = 13.78'MHRIM EL. = 13.90'MHRIM EL. = 13.87'C/OC/OC/OSTORMSTORMSTORM1 3 . 7 ' 1 2 . 2 '241 3 . 8 ' 1 2 . 5 ' 1 3 . 8 ' 1 2 . 0 ' 1 3 . 8 ' 1 2 . 1 ' 1 2 . 5 ' 1 3 . 7 ' 1 3 . 9 ' 1 2 . 2 ' 1 1 . 9 ' 1 3 . 9 ' 1 2 . 0 ' 1 3 . 7 ' 1 3 . 7 ' 1 2 . 3 ' 1 2 . 8 ' 1 3 . 9 ' 1 3 . 8 ' 1 2 . 6 ' 1 3 . 6 4 ' 1 3 . 7 3 ' 1 4 . 1 0 ' 1 4 . 2 5 ' 1 4 . 0 9 ' 1 3 . 6 4 ' 1 3 . 5 9 ' 14. 0 8 ' 14.15' 1 3 . 5 0 ' 13.55' 1 3 . 5 1 ' 1 3 . 7 4 ' 14.23'14.13'1 3 . 6 0 ' 1 3 . 5 3 ' 1 4 . 1 0 '14.05 ' 1 3 . 5 7 ' 1 3 . 5 8 '14.08'14.16'1 3 . 7 0 ' 1 3 . 7 1 ' 1 4 . 1 9 '14.25 ' 1 3 . 7 9 ' 1 4 . 0 1 ' 1 4 . 4 9 ' 1 3 . 8 3 ' 1 3 . 7 0 ' 1 3 . 7 2 ' 1 3 . 9 5 ' 1 4 . 1 3 ' 1 4 . 7 4 ' 1 4 . 2 4 ' 1 4 . 3 7 ' 1 4 . 9 0 ' 1 4 . 3 5 ' 1 4 . 3 7 ' 1 4 . 8 1 ' 1 4 . 7 7 ' 1 4 . 3 1 ' 1 4 . 2 9 ' 1 4 . 7 8 ' 1 4 . 4 4 ' 1 3 . 9 9 ' 1 3 . 8 1 ' 1 4 . 2 8 ' 1 4 . 1 0 ' 1 3 . 6 1 '101661 4 . 7 0 ' 1 4 . 5 9 ' 1 4 . 5 9 'IRRIRRIRRIRRIRRIRRWV1 3 . 7 1 ' 1 3 . 7 1 ' 1 3 . 6 5 ' 1 3 . 6 4 'LIGHT POLEON CONCRETECAISSONNO BOXTRUCK SIGNLOADING ZONEONLYNO THRUTRAFFIC SIGNSTORM MANHOLERIM EL. = 13.26'E. INV. EL. = 4.92'N.W. INV. EL. = 5.01'BTM. EL. = 4.62' INV. EL. = 4.37'1 3 . 9 0 ' 1 4 . 4 5 ' 1 4 . 3 3 ' 1 4 . 1 1 ' 1 4 . 1 5 ' 1 4 . 4 2 ' 1 4 . 3 8 ' 1 4 . 4 0 '14.56 ' 1 4 . 5 8 ' 1 4 . 5 2 ' 14. 8 8 ' 1 4 . 5 5 ' 1 4 . 4 1 ' 1 4 . 1 3 ' 1 4 . 3 4 ' 1 4 . 4 6 ' 1 4 . 5 3 ' 1 4 . 5 2 ' 1 4 . 0 2 ' 1 3 . 7 1 ' 1 3 . 7 2 ' 1 3 . 6 7 ' 1 3 . 1 6 ' 1 3 . 2 1 ' 1 3 . 2 3 ' 1 3 . 1 7 ' 1 4 . 1 7 ' 1 3 . 3 6 ' 1 2 . 4 2 ' 1 3 . 4 2 ' 1 2 . 4 2 ' 1 1 . 4 5 ' 1 0 . 2 4 ' 1 1 . 2 2 ' 1 1 . 9 5 ' 1 3 . 3 7 ' 1 3 . 3 5 ' 1 3 . 9 5 ' 1 1 . 9 2 ' 1 1 . 9 2 ' 1 1 . 9 0 ' 1 1 . 9 0 ' 1 1 . 9 0 ' 1 1 . 9 0 '10.02'11.08'1 1 . 3 0 ' 1 2 . 2 4 ' 1 1 . 9 0 ' 1 3 . 2 3 ' 1 2 . 2 9 ' 1 2 . 3 4 ' 1 2 . 3 4 ' 1 2 . 3 5 ' 1 2 . 3 6 ' 1 2 . 4 0 ' 1 2 . 4 0 ' 1 3 . 3 7 ' 1 3 . 0 4 ' 1 3 . 0 6 ' 1 3 . 0 9 ' 1 3 . 1 0 ' 1 3 . 2 2 ' 1 3 . 2 8 ' 1 3 . 2 7 ' 1 3 . 2 5 ' 1 3 . 1 2 ' 1 3 . 0 9 ' 1 3 . 0 3 ' 1 3 . 0 0 ' 1 2 . 9 1 ' 1 4 . 1 4 ' 1 3 . 3 2 ' 1 3 . 3 5 ' 1 3 . 7 2 ' 1 3 . 9 6 ' 1 3 . 9 9 '4' CHAINLINK FENCE4' CHAIN LINKFENCE ONCONCRETE WALL3.8' X 6'CONCRETEPADASPHALT DRIVE AND PARKING WALMARTF.F.E. = 14.55'PICK UP 12SIGNPICK UP 1SIGNPICK UP 4SIGNPICK UP 7SIGNFIREHYDRANTCONCRETEIRRIGATIONVALVE (TYP.)MAILBOX36" RCP48" RCPSTORM MANHOLERIM EL. = 13.32'E. INV. EL. = 2.66'N.W. INV. EL. = 2.56'BTM. EL. = 2.17'48" RCP36" RCPCATCH BASIN(INACCESSIBLE) INV. EL. = 2.41'18" CMPCATCH BASINGRATE EL. = 13.10'W. INV. EL. = 7.67'BTM. EL. = 6.51'STORM MANHOLERIM EL. = 14.01'N. INV. EL. = 9.90'(6 PVC)CONCRETEDRIVEEDGE OFPAVEMENTEDGE OFCONCRETECONCRETECURBFIREHYDRANTCONCRETECURBTRUCK WELLGATE GATECONCRETE WALLWITH COLUMNS(TYP.)ELECTRICSHUT OFFBOXESELECTRICSHUT OFFBOXEV CHARGERSELECTRIC SHUTOFF BOXCONCRETE WALL WATER EASEMENT O.R.B. 12728, PG. 1905 WATER EASEMENTO.R.B. 12728, PG. 190510' STORM WATERDRAINAGE EASEMENTO.R.B. 12725, PG. 1910' STORM WATERDRAINAGE EASEMENTO.R.B. 12725, PG. 19GREASE TRAPMANHOLESNO PARKINGFIRE LANESIGNINV. EL. = 10.02'ELECTRIC HANDHOLE (TYP.)10' FPL EASEMENTO.R.B. 33958, PG. 4031 2 . 3 ' 1 1 . 3 ' 11.2'11.4'10.9'11.0'10.7'11.2'11.7'9.6'6.8'6.6'9.1'6.7'9.0'9.7'6.7'9.3'6.5'6.6'8.9' 9 . 5 ' 6.9' 9 . 5 ' 6.3'14.5'14.2'15.0'13.9'14.2'13.9'13.7' 1 4 . 1 ' 1 4 . 0 ' 1 4 . 3 ' 1 3 . 9 8 ' 1 3 . 4 5 ' 1 3 . 5 1 ' 1 4 . 0 9 ' 1 3 . 7 9 ' 1 3 . 5 2 ' 1 3 . 6 0 ' 1 3 . 5 4 ' 1 3 . 4 5 ' 1 3 . 6 0 ' 1 3 . 4 6 ' 1 3 . 9 8 ' 1 4 . 1 2 ' 1 3 . 5 8 ' 1 3 . 5 6 ' 1 3 . 0 6 ' 1 3 . 0 3 ' 1 3 . 2 4 ' 1 3 . 3 9 ' 1 3 . 4 6 ' 1 3 . 4 8 ' 1 3 . 5 4 ' 1 4 . 6 'STORM1 2 . 6 ' 9 . 2 ' 5 . 6 ' 5 . 3 ' 3 . 7 ' 4 . 6 ' 6 . 1 ' 5 . 5 ' 9 . 2 ' 1 2 . 7 ' 1 2 . 5 '9.5'5 . 4 ' 6 . 6 ' 1 2 . 4 ' 8 . 6 ' 5 . 6 ' 1 3 . 4 ' 7 . 8 ' 4 . 8 ' 5 . 9 ' 7 . 3 ' 9 . 9 ' 1 0 . 4 ' 1 1 . 8 ' 1 2 . 2 '11.9'4 . 5 ' 4 . 4 ' 1 0 . 3 ' 4 . 8 ' 1 3 . 6 ' 1 2 . 4 ' 1 5 . 1 ' 1 5 . 5 ' 1 5 . 9 ' 1 1 . 8 ' 1 5 . 8 ' 1 1 . 6 ' 4 . 6 ' 4 . 4 ' 9 . 9 ' 1 6 . 0 '9.6'3 . 3 ' 3 . 4 ' 3 . 0 'APPROXIMATEEDGE OF WATER6/23/25EL. = 6.6'TOP OF BANKOVERHEAD UTILITYLINE (TYP.)WOOD UTILITYPOLE (TYP.)GUY ANCHOR(TYP.)STORM MANHOLERIM EL. = 14.11'N. INV. EL. = 5.71'E. INV. EL. = 5.66'TOP EL. = 7.36'INV. EL. = 5.86'TOP EL. = 7.06'WASHED OUT AREA OF18" CMP (TOP EXPOSED)96" RCP96" RCPTOP EL. = 13.39INV. EL. = 5.27'TOP OF BANKTOP OF BANKTOE OF BANKTOE OF BANKAPPROXIMATEEDGE OF WATER6/23/25EL. = 6.5'RIP RAP HEADWALLWITH CONCRETE CAPRIP RAP HEADWALLWITH CONCRETE CAPCINDER BLOCKCONCRETEEDGE OFCONCRETE1.5' CONCRETECURBCONTROL STRUCTUREIN THIS AREA7-'8' SKIMMER(NO ACCESS)18" CMP18" CMP 24" RCPMITERED ENDSECTIONINV. EL. = 5.78'6' CONCRETEWALL WITHCOLUMNS6' CHAIN LINK FENCEDETENTION POND6' CONCRETE WALL6' CHAINLINK FENCE20' BUILIDNG SETBACKSTORMSTORM MANHOLE(FULL OF WATER)RIM EL. = 12.99'S. INV. EL. = 5.22'W. INV. EL. = 5.22'BTM. EL. = 5.22'18" CMP 18" RCP www.bowmanconsulting.com © Bowman Consulting Group, Ltd.PROJECT NO301 S.E. Ocean Blvd., Suite 301 Stuart, FL 34994 Phone: (772) 283-1413 Fax: (772) 220-7881 PROFESSIONAL SURVEYORS AND MAPPERS, CERTIFICATE NO. LB. 8030 BOARD OF PROFESSIONAL ENGINEERS, CERTIFICATE OF AUTHORIZATION NO. 30462 Bowman Consulting Group, Ltd., Inc.55PALM BEACH COUNTY FLORIDA WALMART STORE #2789 ALTA / NSPS LAND TITLE SURVEY BOUNDARY AND LIMITED TOPOGRAPHIC SURVEY 3200 OLD BOYNTON ROAD, BOYNTON BEACH, FL THIS MAP IS INTENDED TO BEDISPLAYED AT A SCALE OF 1" = 20'MATCH LINE - SEE SHEET 4STORM MANHOLERIM EL. = 13.90'W. INV. EL. = 5.62'BTM. EL. = 5.45'STORMFeet02040