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Civil Set-Feedback3200 OLD BOYNTON ROAD,BOYNTON BEACH, FL 33436CIVIL ENGINEER: BOWMAN CONSULTINGATTN: ERIK D. JULIANO, P.E.4450 W EAU GALLIE BLVD,SUITE 144MELBOURNE, FL 32934PHONE: (321) 255-5434LAND SURVEYOR:BOWMAN CONSULTINGRICHARD BARNES, PSM301 SE OCEAN BLVDSUITE 301STUART, FL - 34994PHONE: (772) 283-1413WALMART NO. 02789-245 SUPERCENTEROPD EXPANSIONPROPOSED IMPROVEMENTS FOR:DEVELOPER:WALMART STORE INC.814 RESPECT DRIVEBENTONVILLE, AR 7271DIRECTIONS TO PROJECT SITE:VICINITY MAPSCALE: 1" = 3,000'OWNER: WALMART STORES EAST, L.P.PO BOX 8050BENTONVILLE, AR - 72712COVERSHEETC0DRAWING INDEXC0COVER SHEET1ALTA SURVEY 1 OF 52ALTA SURVEY 2 OF 53ALTA SURVEY 3 OF 54ALTA SURVEY 4 OF 55ALTA SURVEY 5 OF 5DM1.0DEMOLITION PLANC1.0OVERALL SITE PLANC1.1SITE PLANTR-1TRUCK ROUTEC2.0PAVING & GRADING PLANC3.0UTILITY PLANC3.1UTILITY PLANC4.0SWPPP DETAIL SHEETC4.1SWPPP PLAN PHASE 1C4.2SWPPP PLAN PHASE 2SSM-1STOP SIGNS AND MARKINGS PLANWFS-1WAYFINDING SIGNAGESECP-1 DEMOLITION AND SITE CONSTRUCTION PLAND1.0DETAIL SHEETD2.0DETAIL SHEETLP-1LANDSCAPE PLANLP-2LANDSCAPE DETAILS & SPECSPH PHOTOMETRICS PLANFROM INTERSTATE 95 (I-95 S) TAKE EXIT 57 FOR FL-804 / BOYNTON BEACHBLVD. TURN RIGHT ONTO BOYNTON BEACH BLVD FOR 0.7 MILES. TURN RIGHTONTO OLD BOYNTON ROAD FOR 1.1 MILES. TURN LEFT INTO SITE LOCATION.LOCATION IS STRAIGHT AHEAD.CONTRACTOR TO REFER TO SPECIFICATIONS BOOK FOR CIVIL SITE WORK SPECIFICATIONS.SHEET:SHEET TITLE:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTS STIPULATION FOR REUSE PROTO:JOB NUMBER:20230491 THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT: BOYNTON BEACH, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 08/12/24 SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.08/12/24STORE NO: 02789 - 245 20801/26/24BOYNTON BEACH, FL 3200 OLD BOYNTON RD.ISSUE BLOCKBEHEDJP (407) 661-9100 F (407) 661-9101 c-p.comFlorida Corporate Certificate #AA C000526 2600 Maitland Center Parkway Suite #200 Maitland, FL 32751Know what'sbelow.before you dig.CallRFOR CONSTRUCTIONBUILDING ARCHITECT:CUHACI & PETERSON2600 MAITLAND CENTER PKWYSUITE #200MAITLAND, FL 32751PHONE: 407-661-9100FAX:(407)-661-910008/29/20255ADD #155555UTILITY PROVIDERSSEWERCITY OF BOYNTON BEACH100 E OCEAN AVE, BOYNTON BEACH, FL 33435CHARLENE EDWARDS(561) 742-6400STORM WATERWATER551003/05/202610CCD #5APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDPlanning & Zoning DivisionProject #: ___________________________2025.09.6138March 20, 2026 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.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:APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDPlanning & Zoning DivisionProject #: ___________________________2025.09.6138March 20, 2026 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.APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDPlanning & Zoning DivisionProject #: ___________________________2025.09.6138March 20, 2026 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'APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDPlanning & Zoning DivisionProject #: ___________________________2025.09.6138March 20, 2026 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 5Feet02040APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDPlanning & Zoning DivisionProject #: ___________________________2025.09.6138March 20, 2026 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'STORMFeet02040APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDPlanning & Zoning DivisionProject #: ___________________________2025.09.6138March 20, 2026 STOPWVSANMHMHMHMHC/OC/OC/OWMELEC.10166IRRIRRIRRIRRIRRIRRWVFDC/OC/OC/OMHMHMHMHC/OWVWVWVWVSTOPSTOPSTOP1DEMOLITION PLANSCALE: 1" = 20'DEMOLITIONPLANDM1.0KEY MAPN.T.S.DEMOLITION NOTES1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALLAPPLICABLE GOVERNING AUTHORITIES) OF ALL MATERIALS, SUCH THAT THE IMPROVEMENTS SHOWN ON THESE PLANS CAN BECONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITHSUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS.2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFULMANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICES TO ANY NECESSARY UTILITIES DURING CONSTRUCTION.4.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATIONOF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICHMAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FORTHEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.5.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM INFORMATION AVAILABLE ANDARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY.PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITELOCATIONS OF EXISTING UTILITIES.6.ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLYOBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANYANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICELINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK.7.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATEDSHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION ANDCLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE.CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT OF WAY DURINGCONSTRUCTION.8.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., (AND OTHERAPPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY CONSTRUCTION MANAGER.9.CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THEEXISTING FACILITIES.10.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.11.CONTRACTOR MAY LIMIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESECONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTORSHALL BE RESPONSIBLE FOR IT'S REMOVAL AND REPAIR.12.DAMAGE TO ALL EXISTING FACILITIES AND IMPROVEMENTS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE.13.FOR ALL ITEMS NOTED TO BE REMOVED, REMOVE NOT ONLY THE ABOVE GROUND ELEMENTS, BUT ALSO REMOVE ALLUNDERGROUND ELEMENTS AS WELL INCLUDING, BUT NOT LIMITED TO; FOUNDATIONS, GRAVEL FILLS, TREE ROOTS, PIPES,TANKS, ETC.14.BACKFILL ALL EXCAVATIONS RESULTING FROM THE DEMOLITION WORK MEETING THE REQUIREMENTS FOR FILL OUTLINED IN THETECHNICAL SPECIFICATIONS FOR THIS SITE.15.ASBESTOS AND ANY OTHER HAZARDOUS MATERIAL SHALL BE PROPERLY PERMITTED AND REMOVED BY THE CONTRACTOR.CONTRACTOR SHALL SECURE ALL PERMITS FOR DEMOLITION AND REMOVAL OF MATERIALS FROM THE SITE.16.EXISTING PERIMETER TREES & LANDSCAPING TO REMAIN WHEREVER POSSIBLE.DISTURBED AREA 14,171 SF(0.32 ± AC)PROPERTY LINELIMITS OF DISTURBANCEREMOVAL NOTES1NSAWCUT LINE.2NEXISTING STANDARD PARKING STALL STRIPING TO BE REMOVED.3NEXISTING CURBING TO BE REMOVED.4NEXISTING DOOR TO BE REMOVED. SEE ARCHITECTURAL PLANS.5NEXISTING STOP SIGN WITH BOLLARD POST TO BE REMOVED.6NEXISTING STOP BAR AND TEXT WITH DOUBLE YELLOW STRIPE TO BE REMOVED.7NEXISTING ARROW PAVEMENT MARKING TO BE REMOVED.8NEXISTING FIRE LANE STRIPING TO BE REMOVED.9NEXISTING RAISED CURBED PLANTER TO BE REMOVED.10NEXISTING TREE TO BE PROTECTED.11NEXISTING TREE TO BE REMOVED.12NEXISTING SEWER UTILITY LINE TO REMAIN AND BE PROTECTED.14NEXISTING WATER MAIN PIPE TO BE REMOVED AND MODIFIED.15NEXISTING PICKUP PARKING STALL STRIPING TO BE REMOVED.16N EXISTING PICKUP PARKING STALL SIGNAGE TO BE REMOVED.17NEXISTING TEMPORARY OPD PARKING STALL SIGNAGE TO BE REMOVED.18NEXISTING CROSSWALK STRIPING TO BE REMOVED.19NEXISTING GREASE TRAP MANHOLES TO REMAIN, RIM MODIFIED AND RAISED.20NEXISTING "NO PARKING" FIRE LANE SIGN TO BE REMOVED.21NEXISTING STAMPED ASPHALT TO BE REMOVED/REFRESHED.22N EXISTING BOLLARD TO BE REMOVED.23N EXISTING LIGHT POLE TO BE REMOVED.LANDSCAPE, ASPHALT, AND CONCRETE REMOVALLEGENDSAWCUT LINETREE REMOVAL - REFER TO LANDSCAPING PLANSTREE PROTECTION - REFER TO LANDSCAPING PLANSBOYNTON BEACH BLVDLIGHT POLESHEET:SHEET TITLE:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTS STIPULATION FOR REUSE PROTO:JOB NUMBER:20230491 THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT: BOYNTON BEACH, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 08/12/24 SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.08/12/24STORE NO: 02789 - 245 20801/26/24BOYNTON BEACH, FL 3200 OLD BOYNTON RD.ISSUE BLOCKBEHEDJP (407) 661-9100 F (407) 661-9101 c-p.comFlorida Corporate Certificate #AA C000526 2600 Maitland Center Parkway Suite #200 Maitland, FL 32751Know what'sbelow.before you dig.CallRFOR CONSTRUCTIONCONTRACTOR TO REFER TO SURVEY FOR FULL LEGEND OF EXISTING SYMBOLS.OLD BOYNTON ROADWINCHESTER PARK BLVDKNUTH RD INLET1109/13/20241PR #1WAL-MARTSUPERCENTER#02789-24508/29/20255ADD #15555510/10/20256CCD #166611/17/20257CCD #27777101003/05/202610CCD #510APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDPlanning & Zoning DivisionProject #: ___________________________2025.09.6138March 20, 2026 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, FLORIDAS 87°32'46" W 548.67'10' 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)LOT 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)108' PUBLIC RIGHT-OF-WAY (P) PARK BOULEVARD 6' FLORIDA UTILITYEASEMENTO.R.B. 6547, PG. 955(P)5' L.A.E. (P)(TYP.)DA2 (P) DA3 (P)DA1 (P)6' FLORIDA UTILITYEASEMENTO.R.B. 6547, PG. 953APPROXIMATELOCATON OFCROSS ACCESS AREAO.R.B. 13684, PG. 220APPROXIMATELOCATON OFCROSS PARKING AREAO.R.B. 13684,PG. 220RECIPROCAL INGRESS AND EGRESS EASEMENTO.R.B. 13684, PG. 220 (LOTS 4 AND 5)LOT 4P.B. 94, PG. 140LOT 5P.B. 94, PG. 140SUBJECT TO ACCESS EASEMENTO.R.B. 13684, PG. 293(ILLEGIBLE)ACCESS EASEMENTO.R.B. 16406, PG. 720EASEMENTO.R.B. 18917, PG. 14610' FPL EASEMENTO.R.B. 31866, PG. 63310' FPL EASEMENTO.R.B. 33958, PG. 40310' FPL EASEMENTO.R.B. 33958, PG. 40340' LAKE WORTH DRAINAGE DISTRICT EASEMENTO.R.B. 4377, PG. 6525'15'ROADEASEMENTO.R.B. 12724, PG. 1996INGRESS/EGRESSEASEMENTO.R.B. 12724, PG. 1996WATER EASEMENT NO. 3O.R.B. 12728, PG. 1905 (P)SOUTH LINE OF THE S.E.TOWNSHIP 45 SOUTH,STORM WATERTRACT "C"P.B. 94, PG. 140STORMWATEREASEMENTO.R.B. 13614, PG. 1770115.34'(BEARING BASE)LOT 2P.B. 94, PG. 140LOT 3P.B. 94, PG. 140WATER EASEMENT NO. 2O.R.B. 12728, PG. 1905 (P)INGRESS/EGRESSEASEMENTO.R.B. 10939,PG. 1422 (P)WATER EASEMENTO.R.B. 12728, PG. 1905 (P)10' STORM WATERDRAINAGE EASEMENTO.R.B. 12725, PG. 19 (P)80' PUBLIC RIGHT-OF-WAY (P)OLD BOYNTON BEACH ROAD269.1'568.7'765.4'97.9'KEY MAPN.T.S.BOYNTON BEACH BLVDOLD BOYNTON ROADWINCHESTER PARK BLVDKNUTH RD OVERALLSITEPLANC1.01OVERALL SITE PLANSCALE: 1" = 60'EXISTINGWAL-MART SUPERCENTER#02789-245GENERAL SITE NOTESLEGEND1.ALL PARKING DIMENSIONS SHOWN ARE TO THE FACE OF CURB OR EDGE OFPAVEMENT.2.THESE PLANS WERE PREPARED BY BOWMAN, BASED ON THE ATLA/NSPS LANDTITLE SURVEY COMPLETED ON APRIL 22, 2024.3.A PRE-CONSTRUCTION MEETING WITH CITY ENGINEER SHALL BE HELD PRIOR TOCONSTRUCTION COMMENCEMENT.4.CITY OF BOYNTON BEACH SHALL BE GIVEN AT LEAST 48 HOURS NOTICE PRIOR TOPERFORMING ANY INSPECTIONS.5.TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE PROJECT PLANS, THECURRENT EDITION OF THE FDOT DESIGN STANDARDS AND THE LATEST OF THEMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).6.CONTRACTOR TO PROVIDE AS-BUILTS OF ALL IMPROVEMENTS TO THE SITE,PERFORMED BY A LICENSED SURVEYOR IN THE STATE OF FLORIDA. AS-BUILTS TOINCLUDE HORIZONTAL AND VERTICAL LOCATIONS OF ALL UNDERGROUNDUTILITIES INCLUDING, BUT NOT LIMITED TO, PIPES, FITTINGS, STRUCTURES, ANDOTHER APPURTENANCES. ELEVATIONS OF PIPES AT CROSSING POINTS MUST BESUFFICIENT TO IDENTIFY MINIMUM SEPARATION OF UTILITIES AS REQUIRED BYCODE. IN ADDITION TO THE AFOREMENTIONED CRITERIA AS-BUILTS MUST MEETALL LOCAL AND JURISDICTIONAL REQUIREMENTS FOR CERTIFICATION OFCONSTRUCTION.7.CONTRACTOR TO CONTACT THE PUBLIC WORKS DEPARTMENT REGARDING THEREMOVAL OF REFUSE DURING CONSTRUCTION. CONTRACTOR TO REVIEW ANDFOLLOW CODE SECTION 10-26 (a).PROPERTY LINECONCRETE SIDEWALKSEALCOATLIGHT POLESHEET:SHEET TITLE:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTS STIPULATION FOR REUSE PROTO:JOB NUMBER:20230491 THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT: BOYNTON BEACH, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 08/12/24 SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.08/12/24STORE NO: 02789 - 245 20801/26/24BOYNTON BEACH, FL 3200 OLD BOYNTON RD.ISSUE BLOCKBEHEDJP (407) 661-9100 F (407) 661-9101 c-p.comFlorida Corporate Certificate #AA C000526 2600 Maitland Center Parkway Suite #200 Maitland, FL 32751Know what'sbelow.before you dig.CallRFOR CONSTRUCTIONCONTRACTOR TO REFER TO SURVEY FOR FULL LEGEND OF EXISTING SYMBOLS.THIS PLAN IS BASED ON THE 2024 FLORIDA REMODELS, AND SITEVISIT PHOTOS FROM FEBRUARY 2024 AS THE MOST RECENT AERIALPHOTOS DO NOT ACCURATELY REPRESENT EXISTING CONDITIONS.OLD BOYNTON RDWINCHESTE R P A R K B L V D KNUTH RD SITE DATAEXISTINGSFAC IMPERVIOUS862,42519.80 PAVEMENT AND ROADWAY642,67514.75 BUILDING COVERAGE219,7505.04 PERVIOUS557,29212.79 LANDSCAPE OPEN SPACE TOTAL1,419,71732.59 ZONINGC3 COMMUNITY COMMERCIALFLULOCAL RETAIL COMMERCIAL (LRC) SETBACKSEXISTINGFRONT765.4''20' REAR97.9'20' MINIMUM SIDE YARD (STREET SIDE)269.1'20' MAX. HEIGHT39'-2"09/13/20241PR #11PROPOSEDOPDEXPANSION±3,819 SF211/11/20242PR #201/21/20253PR #433PROPOSED STANDARD DUTY/ASPHALT PAVEMENT08/29/20255ADD #155555PROPOSEDSFAC557,29212.79557,30212.791,419,71732.59557,30212.79862,41519.80638,84614.67223,5695.13510/10/20256CCD #16WALMART PARKING ANALYSIS TABLE (EXISTING STORE)TOTAL BUILDING AREA 1REQUIRED PARKING (PER CITY OF BOYNTON BEACH) 4REQUIRED PARKING RATIO (PER CITY OF BOYNTON BEACH)REQUIRED PARKING WITH 5% REDUCTIONREQUIRED PARKING (PER ECR/CC&R)REQUIRED PARKING RATIO (PER ECR/CC&R)CUSTOMER AND ASSOCIATE PARKING 3ACCESSIBLE PARKINGEV PARKINGPICKUP PARKINGCART CORRALS (NOT INCLUDED IN PARKING COUNTS BELOW)TOTAL PARKING EXCLUDING PICKUP STALLSPARKING RATIO EXCLUDING PICKUP STALLSTOTAL PARKING INCLUDING PICKUP STALLS2PARKING RATIO INCLUDING PICKUP STALLS223,569 S.F.1,118 SPACES5.0/1,000 S.F.1,062 SPACES894 SPACES4.0/1,000 S.F.1,014 SPACES33 SPACES4 SPACES26 SPACES17 CORRALS / 17 SPACES1,051 SPACES4.7/1,000 S.F.1,077 SPACES4.8/1,000 S.F.219,750 S.F.1,099 SPACES5.0/1,000 S.F.1,044 SPACES879 SPACES4.0/1,000 S.F.1,022 SPACES33 SPACES4 SPACES16 SPACES17 CORRALS / 17 SPACES1,059 SPACES4.9/1,000 S.F.1,075 SPACES4.9/1,000 S.F.EXISTINGPROPOSED(1)BUILDING SF CONFIRMED BY ARCHITECT, ANDREA BRICENO AT CUHACI PETERSON, ON 11/1/2024. EXPANSION SF REVISIONDUE TO REVISED ID PLAN WAS CONFIRMED ON 01/29/2026.(2)PARKING COUNTS ARE BASED ON SITE VISIT, FEBRUARY 2024, AND HIGH DEFINITION AERIAL WEBSITE (NEARMAP).(3)PARKING SPACES OCCUPIED BY CART CORRALS HAVE BEEN EXCLUDED FROM THE PARKING COUNTS AND PARKINGRATIOS.(4)CITY OF BOYNTON BEACH APPROVED A 5% REDUCTION IN REQUIRED PARKING DURING THE 2022 REPAVING PROJECT. THENUMBERS LISTED ABOVE ARE ACCOUNTING FOR THE 5% REDUCTION PER THE AHJ REQUEST(5)THIS SITE HAS AN EXISTING AND PROPOSED CART CORRAL COUNT OF 17 CORRALS/17 SPACES12/22/20258CCD #389902/13/20269CCD #4903/05/202610CCD #510APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDPlanning & Zoning DivisionProject #: ___________________________2025.09.6138March 20, 2026 12912151112141012910SANMHMHMHMHC/OC/OC/O9619122218ELEC.10145C/OC/OC/OMHMHMHMH16161544'26'DRIVE AISLE43'60'24'95'16'9.5' (TYP.)18.5'(TYP.)8'BOYNTON BEACH BLVDOLD BOYNTON ROADWINCHESTER PARK BLVDKNUTH RD GENERAL SITE NOTESLEGENDNOTES1NLIMITS OF SEAL COAT. APPLY SEAL COAT OVER WHERE STRIPING ANDPAVEMENT MARKINGS WERE REMOVED BY HYDROBLASTING ANDWHERE NEW STRIPING AND PAVEMENT MARKINGS WILL BE APPLIED.APPLY NEW STRIPING AND PAVEMENT MARKINGS OVER SEAL COAT.2NNEW 4" WIDE PAINTED YELLOW STRIPES AT 45° @ 2'-0" O.C.4NPROPOSED CONCRETE.5NSAWCUT LINE.6NPROPOSED RAMP WITH DETECTABLE WARNING STRIP.7NPROPOSED LANDSCAPING.8NSTAMPED ASPHALT TO BE REFRESHEDSITEPLANC1.11SITE PLANSCALE: 1" = 20'1.ALL PARKING DIMENSIONS SHOWN ARE TO THE FACE OF CURB OR EDGE OFPAVEMENT.2.THESE PLANS WERE PREPARED BOWMAN, BASED ON THE ATLA/NSPS LAND TITLESURVEY COMPLETED ON APRIL 22, 2024.3.A PRE-CONSTRUCTION MEETING WITH CITY ENGINEER SHALL BE HELD PRIOR TOCONSTRUCTION COMMENCEMENT.4.CITY OF BOYNTON BEACH SHALL BE GIVEN AT LEAST 48 HOURS NOTICE PRIOR TOPERFORMING ANY INSPECTIONS.5.TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE PROJECT PLANS, THECURRENT EDITION OF THE FDOT DESIGN STANDARDS AND THE LATEST OF THEMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).6.CONTRACTOR TO PROVIDE AS-BUILTS OF ALL IMPROVEMENTS TO THE SITE,PERFORMED BY A LICENSED SURVEYOR IN THE STATE OF FLORIDA. AS-BUILTS TOINCLUDE HORIZONTAL AND VERTICAL LOCATIONS OF ALL UNDERGROUNDUTILITIES INCLUDING, BUT NOT LIMITED TO, PIPES, FITTINGS, STRUCTURES, ANDOTHER APPURTENANCES. ELEVATIONS OF PIPES AT CROSSING POINTS MUST BESUFFICIENT TO IDENTIFY MINIMUM SEPARATION OF UTILITIES AS REQUIRED BYCODE. IN ADDITION TO THE AFOREMENTIONED CRITERIA AS-BUILTS MUST MEETALL LOCAL AND JURISDICTIONAL REQUIREMENTS FOR CERTIFICATION OFCONSTRUCTION.7.CONTRACTOR TO CONTACT THE PUBLIC WORKS DEPARTMENT REGARDING THEREMOVAL OF REFUSE DURING CONSTRUCTION. CONTRACTOR TO REVIEW ANDFOLLOW CODE SECTION 10-26 (a).DETAILS1DPROPOSED OPD CROSSWALK MARKINGS. SEE DETAIL SHEET.2DPROPOSED PICKUP PARKING STALL STRIPING. SEE DETAIL SHEET.4DPROPOSED PICKUP PARKING STALL SIGNAGE WITH MOUNT AND BASE WITH BREAKAWAY POST. SEE WFS-1 SHEET5DPROPOSED 30" X 30" STOP SIGN WITH SIGN MOUNTING AND BASE WITH BOLLARD. SEEDETAIL SHEET.7DPROPOSED "STOP HERE FOR PEDESTRIANS" SIGN WITH BREAK AWAY POST. SEE DETAILSHEET8DPROPOSED "STOP" TEXT AND STOP BAR WITH 4" WIDE DOUBLE SOLID YELLOW STRIPE.9DPROPOSED OPEN ARROW PAVEMENT MARKING.10D PROPOSED LIGHTPOLE. SEE PHOTOMETRIC PLAN.11D PROPOSED BOLLARD.12D PROPOSED TYPE F FDOT CURB. SEE DETAIL SHEET.13D PROPOSED TYPE F CURB TO TIE IN INTO EXISTING CURB.14D PROPOSED "LANE FIRE" TEXT. SEE DETAIL SHEET.15D PROPOSED FIRE LANE STRIPING.CONCRETE SIDEWALKSEALCOATLIGHT POLESHEET:SHEET TITLE:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTS STIPULATION FOR REUSE PROTO:JOB NUMBER:20230491 THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT: BOYNTON BEACH, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 08/12/24 SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.08/12/24STORE NO: 02789 - 245 20801/26/24BOYNTON BEACH, FL 3200 OLD BOYNTON RD.ISSUE BLOCKBEHEDJP (407) 661-9100 F (407) 661-9101 c-p.comFlorida Corporate Certificate #AA C000526 2600 Maitland Center Parkway Suite #200 Maitland, FL 32751Know what'sbelow.before you dig.CallRFOR CONSTRUCTIONKEY MAPN.T.S.PROPOSED±3,819 SFOPDEXPANSIONCONTRACTOR TO REFER TO SURVEY FOR FULL LEGEND OF EXISTING SYMBOLS.109/13/20241PR #101/21/20253PR #43PROPOSED STANDARD DUTY/ASPHALT PAVEMENTWAL-MARTSUPERCENTER#02789-24508/29/20255ADD #155555510/10/20256CCD #166LANDSCAPE67711/17/20257CCD #27902/13/20269CCD #403/05/202610CCD #5101010101010APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDPlanning & Zoning DivisionProject #: ___________________________2025.09.6138March 20, 2026 Aerial Fire Truck WB-67 - Interstate Semi-Trailer 39720Aerial Fire TruckOverall Length39.000ftOverall Width8.167ftOverall Body Height7.500ftMin Body Ground Clearance0.750ftTrack Width8.167ftLock-to-lock time5.00sMax Wheel Angle45.00°5327.92Max 68.5° HorizMax 10° Vert343.5445.52.523.5417.44.219.5WB-67 - Interstate Semi-TrailerOverall Length73.500ftOverall Width8.500ftOverall Body Height12.052ftMin Body Ground Clearance1.334ftMax Track Width8.500ftLock-to-lock time6.00sCurb to Curb Turning Radius45.000ftKEY MAPN.T.S.BOYNTON BEACH BLVDOLD BOYNTON ROADWINCHESTER PARK BLVDKNUTH RD TRUCKROUTETR-11TRUCK ROUTESCALE: 1" = 80'SHEET:SHEET TITLE:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTS STIPULATION FOR REUSE PROTO:JOB NUMBER:20230491 THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT: BOYNTON BEACH, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 08/12/24 SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.08/12/24STORE NO: 02789 - 245 20801/26/24BOYNTON BEACH, FL 3200 OLD BOYNTON RD.ISSUE BLOCKBEHEDJP (407) 661-9100 F (407) 661-9101 c-p.comFlorida Corporate Certificate #AA C000526 2600 Maitland Center Parkway Suite #200 Maitland, FL 32751Know what'sbelow.before you dig.CallRFOR CONSTRUCTIONOLD BOYNTON RDWINCHESTE R P A R K B L V D KNUTH RD 09/13/20241PR #1PROPOSEDOPDEXPANSION±3,819 SF08/29/20255ADD #15555510/10/20256CCD #1EXISTINGWAL-MART SUPERCENTER#02789-245602/13/20269CCD #49LEGENDAERIAL FIRE TRUCK ROUTEAERIAL TRUCK ROUTE03/05/202610CCD #5101010APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDPlanning & Zoning DivisionProject #: ___________________________2025.09.6138March 20, 2026 13.79'13.86'13.79'13.86'13.88'13.92'14.42 '14.04 '14.35 '14.18 '14.05 '14.06 '13.83 '13.92 '13.93 '13.98 '14.07 '14.10'14.13'14.14'14.23 '14.41 '13.45'13.39 '12.96 '12.95 '12.90 '12.89 '12.98 '13.02 '13.27 '13.44 '13.50 '13.69 '13.64 '13.60 '13.22 '13.34 '13.67 '13.55 '13.22 '13.14 '12.93 '12.91 '12.93 '12.93 '12.96 '13.26 '13.29 '13.36 '13.39 '13.43 '13.37 '13.65 '13.82 '13.76 '13.85 '13.77 '13.67 '13.69 '13.62 '13.65 '13.76 '13.39 '13.26 '13.72 '13.57 '13.59 '13.38 '13.49 '13.65 '13.68 '13.70 '13.71 '13.81 '13.52 '13.62 '14.39 '13.61 '13.53 '13.40 '13.64 '14.36 '14.41 '14.12 '13.93 '13.99 '13.57 '14.10 '13.96 '13.86 '13.38 '13.14 '13.04 '12.78 '13.18 '13.24 '13.22 '13.28 '13.38 '13.61 '13.51 '13.62 '13.49 '12.52 '12.58 '12.61 '12.58 '261910.113TOP WIER13.56 '13.56 '13.52 '13.50 'RIM EL. = 13.81'RIM EL. = 13.78'RIM EL. = 13.90'RIM EL. = 13.87'13.84 '13.63 '13.64 '14.09 '13.64 '13.70 '13.71 '13.79 '14.01 '13.83 '13.70 '13.72 '13.95 '14.13 '14.24 '14.37 '14.35 '14.37 '14.31 '14.29 '13.99 '13.81 '13.61 '13.78 '13.90'13.75 '13.62 '13.48 '13.42 '13.54 '13.94 '14.11 '14.14'ELEC.101451016614.70 '14.59 '14.59 '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" RCPSEWER MAHNOLERIM EL. = 13.57'E. INV. EL. = 4.61'S.'LY INV. EL. = 4.95'18" RCP INV. EL. = 9.29'CATCH BASINGRATE EL. = 13.54'INV. EL. = 9.93'BTM. EL. = 10.14'14.49 '14.52 '14.58'14.53 '14.50 '14.34 '14.55 '13.71 '13.76 'FDMHRIM EL. = 14.58'MHRIM EL. = 14.61'MHRIM EL. = 14.61'14.52'14.55'14.39'14.15 '14.32 '14.22 '14.06 '14.16 '14.26 '13.98 '14.12 '14.13 '13.92 '13.83 '14.06 '14.17 '13.90 '14.39 '14.45 '14.11 '14.15 '14.42 '14.38 '14.40 '14.56 '14.58 '14.52 ' 14 . 8 8 '14.55 '14.41 '14.13 '14.34 '14.46 '14.53 '14.52 '14.02 '13.71 '13.72 '13.67 '13.16 '13.21 '13.23 '13.17 '14.49 '13.95 ' 10" PVC GRATE3 6 " R C PMITERED ENDSECTIONINV. EL. = 4.84'KEY MAPN.T.S.BOYNTON BEACH BLVDOLD BOYNTON ROADWINCHESTER PARK BLVDKNUTH RD PAVING&GRADINGPLANC2.01PAVING & GRADING PLANSCALE: 1" = 20'1.SAWCUT AND REPAIR EXISTING ASPHALT AT ALL CONNECTIONS.2.DETECTABLE WARNING SURFACE SHALL BE CAST WITHIN THE FIRSTPANEL ON EACH SIDE OF PROPOSED NEW SIDEWALK WITH ACONTRASTING COLOR TO THE ADJACENT SIDEWALK.3.ANY EXISTING SIDEWALKS IN THE PUBLIC RIGHT-OF-WAY, ADJACENT TOTHE PROPERTY, IN DISREPAIR OR DAMAGED DURING CONSTRUCTIONSHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.PAVING & DRAINAGE NOTESGRADING NOTES:1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF ALLEXISTING UTILITIES (ABOVE AND BELOW GROUND) AS SHOWN ON THESE PLANS ARE APPROXIMATE ANDWERE LOCATED BASED ON EITHER VISUAL OBSERVATIONS AT THE SITE, EXISTING SURVEYS, AND/ORFROM UTILITY OWNERS. THE OWNER DOES NOT GUARANTEE THAT EXISTING UTILITY LOCATIONS AREEXACT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT LOCATIONSOF EXISTING UTILITIES(ABOVE AND BELOW GROUND) BEFORE BEGINNING ANY CONSTRUCTION. THECONTRACTOR SHALL CALL APPROPRIATE UTILITY COMPANIES AND THE UTILITIES PROTECTION CENTERAT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES. ITSHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY OWNER AND/OR ENGINEER OF ANYUTILITY CONFLICTS WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.2.ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED.3.EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPESTO BE CLEANED OUT TO REMOVE ALL SILTS AND DEBRIS.4.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THECONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARYTO RETURN IT TO EXISTING CONDITIONS OR BETTER.5.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDING AND FOR ALL NATURAL ANDPAVED AREAS.6.ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL.CONTRACTOR SHALL GRASS DISTURBED AREAS IN ACCORDANCE WITH CITY/COUNTY SPECIFICATIONSUNTIL HEALTHY STAND OF GRASS IS OBTAINED.7.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TOSAME.8.CONTRACTOR TO PROVIDE AS-BUILTS OF ALL IMPROVEMENTS TO THE SITE, PERFORMED BY A LICENSEDSURVEYOR IN THE STATE OF FLORIDA. AS-BUILTS TO INCLUDE HORIZONTAL AND VERTICAL LOCATIONSOF ALL UNDERGROUND UTILITIES INCLUDING, BUT NOT LIMITED TO, PIPES, FITTINGS, STRUCTURES, ANDOTHER APPURTENANCES. ELEVATIONS OF PIPES AT CROSSING POINTS MUST BE SUFFICIENT TOIDENTIFY MINIMUM SEPARATION OF UTILITIES. IN ADDITION TO THE AFOREMENTIONED CRITERIAAS-BUILTS MUST MEET ALL LOCAL AND JURISDICTIONAL REQUIREMENTS FOR CERTIFICATION OFCONSTRUCTION.9.ALL PROPOSED SPOT ELEVATIONS ARE PAVEMENT GRADES, UNLESS OTHERWISE NOTED.10.WHEN ANY ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING LAND CLEARING AND/OR GRADINGOF THE SITE, THE ROOTS MUST BE CUT OFF EVENLY WITH CLEAN SHARP PRUNING TOOLS. THECONTRACTOR/DEVELOPER SHALL MINIMIZE DAMAGE TO EXISTING TREE ROOT SYSTEMS.LEGENDASPHALT (FLEXIBLE) PAVEMENTSCALE: NONE2.0" TYPE SP-12.5 PG 67-22 ASPHALTIC TOP COURSE12" STABILIZED SUBGRADECOMPACTED TO 98 PERCENT OF THEMODIFIED PROCTOR MAXIMUM DRYDENSITY (ASTM D-1557). LBR 40.STANDARDDUTYASPHALTHEAVY DUTYASPHALT2.0" TYPE SP-12.5 PG 67-22 ASPHALTIC TOP COURSE**CONTRACTOR SHALL MATCH EXISTING ASPHALT THINCKNESS.THIS DETAIL IS INTENDED AS AMINIMUM GUIDE8" CRUSHED CONCRETE ORLIMEROCK BASE COMPACTED TO100 PERCENT OF THE MODIFIEDPROCTOR MAXIMUM DRY DENSITY(ASTM D-1557). LBR 100.6" CRUSHED CONCRETE ORLIMEROCK BASE COMPACTED TO 100PERCENT OF THE MODIFIEDPROCTOR MAXIMUM DRY DENSITY(ASTM D-1557). LBR 100.312" STABILIZED SUBGRADECOMPACTED TO 98 PERCENT OFTHE MATERIALS AASHTO T-180MAXIMUM DRY DENSITYSHEET:SHEET TITLE:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTS STIPULATION FOR REUSE PROTO:JOB NUMBER:20230491 THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT: BOYNTON BEACH, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 08/12/24 SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.08/12/24STORE NO: 02789 - 245 20801/26/24BOYNTON BEACH, FL 3200 OLD BOYNTON RD.ISSUE BLOCKBEHEDJP (407) 661-9100 F (407) 661-9101 c-p.comFlorida Corporate Certificate #AA C000526 2600 Maitland Center Parkway Suite #200 Maitland, FL 32751Know what'sbelow.before you dig.CallRFOR CONSTRUCTIONPROPERTY LINEPROPOSED CONCRETE SIDEWALKSEALCOATLIGHT POLECONTRACTOR TO REFER TO SURVEY FOR FULL LEGEND OF EXISTING SYMBOLS.UNDERGROUND ELECTRICWATER LINESTORM PIPESTORM INLET09/13/20241PR #1PROPOSED STANDARD DUTY/ASPHALT PAVEMENTMATCH EXISTING (GRADE)M.E.PROPOSED±3,819 SFOPDEXPANSIONWAL-MARTSUPERCENTER#02789-24508/29/20255ADD #15FIRE LINE555510/10/20256CCD #16LANDSCAPING62.0" TYPE SP-19.0 PG 67-22 ASPHALT BINDERCOURSE3.0" TYPE SP-19.0 PG 67-22 ASPHALTIC BINDER COURSE02/13/20269CCD #4903/05/202610CCD #5101010APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDPlanning & Zoning DivisionProject #: ___________________________2025.09.6138March 20, 2026 WAL MART AT BOYNTON BEACH13.92'14.42 '14.04 '13.83 '13.22 '13.67 '13.55 '13.52 '13.62 '13.64 '13.38 '13.04 '12.78 'RIM EL. = 13.81'RIM EL. = 13.78'RIM EL. = 13.90'RIM EL. = 13.87'13.84 '13.63 '13.64 '14.09 '13.64 'ELEC.1014510166CATCH 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" RCPSEWER MAHNOLERIM EL. = 13.57'E. INV. EL. = 4.61'S.'LY INV. EL. = 4.95'18" RCP INV. EL. = 9.29'CATCH BASINGRATE EL. = 13.54'INV. EL. = 9.93'BTM. EL. = 10.14'FDMHRIM EL. = 14.58'MHRIM EL. = 14.61'MHRIM EL. = 14.61'14.49 ' 10" PVC GRATE3 6 " R C P WATER EASEMENT NO. 3O.R.B. 12728, PG. 1905 (P)WATER EASEMENT NO. 2O.R.B. 12728, PG. 1905 (P)MITERED ENDSECTIONINV. EL. = 4.84'WM WMWMWMWM KEY MAPN.T.S.BOYNTON BEACH BLVDOLD BOYNTON ROADWINCHESTER PARK BLVDKNUTH RD UTILITYPLANC3.01UTILITY PLANSCALE: 1" = 20'GENERAL UTILITY NOTES1.ALL PARKING DIMENSIONS SHOWN ARE TO THE FACE OF CURB OR EDGE OFPAVEMENT.2.ALL EXISTING EASEMENTS, RIGHTS-OF-WAY, AND LOT LINES MAY NOT BE SHOWN,REFER TO THE TOPOGRAPHIC SURVEY PREPARED BY BOWMAN, DATED APRIL 22,2024.3.A PRE-CONSTRUCTION MEETING WITH CITY ENGINEER SHALL BE HELD PRIOR TOCONSTRUCTION COMMENCEMENT.4.CITY OF BOYNTON BEACH SHALL BE GIVEN AT LEAST 48 HOURS NOTICE PRIOR TOPERFORMING ANY INSPECTIONS.5.TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE PROJECT PLANS, THECURRENT EDITION OF THE FDOT DESIGN STANDARDS AND THE LATEST OF THEMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).6.CONTRACTOR TO PROVIDE AS-BUILTS OF ALL IMPROVEMENTS TO THE SITE,PERFORMED BY A LICENSED SURVEYOR IN THE STATE OF FLORIDA. AS-BUILTS TOINCLUDE HORIZONTAL AND VERTICAL LOCATIONS OF ALL UNDERGROUNDUTILITIES INCLUDING, BUT NOT LIMITED TO, PIPES, FITTINGS, STRUCTURES, ANDOTHER APPURTENANCES. ELEVATIONS OF PIPES AT CROSSING POINTS MUST BESUFFICIENT TO IDENTIFY MINIMUM SEPARATION OF UTILITIES AS REQUIRED BYCODE. IN ADDITION TO THE AFOREMENTIONED CRITERIA AS-BUILTS MUST MEETALL LOCAL AND JURISDICTIONAL REQUIREMENTS FOR CERTIFICATION OFCONSTRUCTION.7.ALL TREES ON-SITE THAT ARE TO REMAIN, SHALL BE PROTECTED.8.FIRE MAIN LOCATION AND DESIGN MUST BE APPROVED BY A LICENSED FIREPROTECTION ENGINEER PRIOR TO CONSTRUCTION.9.ALL EXISTING WATER MAIN GATE VALVES WITHIN THE LIMITS OF THE PROPOSEDWORK AREA SHALL BE ADJUSTED AND RAISED TO THE FINAL FINISHED GRADE.LEGENDPROPERTY LINECONCRETE SIDEWALKSHEET:SHEET TITLE:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTS STIPULATION FOR REUSE PROTO:JOB NUMBER:20230491 THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT: BOYNTON BEACH, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 08/12/24 SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.08/12/24STORE NO: 02789 - 245 20801/26/24BOYNTON BEACH, FL 3200 OLD BOYNTON RD.ISSUE BLOCKBEHEDJP (407) 661-9100 F (407) 661-9101 c-p.comFlorida Corporate Certificate #AA C000526 2600 Maitland Center Parkway Suite #200 Maitland, FL 32751Know what'sbelow.before you dig.CallRFOR CONSTRUCTIONSEALCOATLIGHT POLECONTRACTOR TO REFER TO SURVEY FOR FULL LEGEND OF EXISTING SYMBOLS.CONTRACTOR TO FIELD VERIFYTHE SIZE, DEPTH AND MATERIALOF EXISTING MAINS, PRIOR TOORDERING MATERIALS ANDBEGINNING CONSTRUCTION.UNDERGROUND ELECTRICWATER LINESTORM PIPESTORM INLET09/13/20241PR #1PVC SDR 26 (FOR STORM SEWER)PVC C900, SDR 18 (FOR WATER MAINS)PVC C900, SDR 14 (FOR FIRE MAINS)PROPOSED STANDARD DUTY/ASPHALT PAVEMENTPROPOSED±3,819 SFOPDEXPANSIONWAL-MARTSUPERCENTER#02789-24508/29/20255ADD #155SAWCUT LINE5PIPE CROSSING1,2 STORM WATER PASSES OVER POTABLE WATERAND FIRE MAIN WITH 1' MIN VERTICAL SEPARATION.3,4 WATER AND FIRE MAIN PASSES OVER SEWER WITH1' MIN. VERTICAL SEPARATION.125510/10/20256CCD #16LANDSCAPING602/13/20269CCD #493403/05/202610CCD #5101010APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDPlanning & Zoning DivisionProject #: ___________________________2025.09.6138March 20, 2026 PCN: 08-43-45-30-00-000-1010DEED NOT LISTEDOWNER: LAKE WORTH DRAINAGE DISTRICTWATER EASEMENTO.R.B. 12728, PG. 1905 (P)10' STORM WATERDRAINAGE EASEMENTO.R.B. 12725, PG. 19 (P)13.56 '13.49 '13.44 '13.35 '12.94 '13.00 '13.08 '13.14 '13.49 '13.33 '12.85 '13.54 '13.59 '13.50 '13.51 '13.74 '13.60 '13.53 '13.57 '13.58 ' INV. EL. = 4.37'36" RCP48" RCPCATCH BASIN(INACCESSIBLE) INV. EL. = 2.41'115.34'STORM18" CMP18" CMP 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)CONTROL STRUCTUREIN THIS AREA7-'8' SKIMMER(NO ACCESS)STORMSTORM MANHOLE(FULL OF WATER)RIM EL. = 12.99'S. INV. EL. = 5.22'W. INV. EL. = 5.22'BTM. EL. = 5.22'18" CMP18" RCP96" RCP13.51 '13.54 '13.45 '13.46 'MITERED ENDSECTIONINV. EL. = 5.78'5.006.007.008.009.0010.0011.00KEY MAPN.T.S.BOYNTON BEACH BLVDOLD BOYNTON ROADWINCHESTER PARK BLVDKNUTH RD UTILITYPLANC3.11UTILITY PLANSCALE: 1" = 20'GENERAL UTILITY NOTES1.ALL PARKING DIMENSIONS SHOWN ARE TO THE FACE OF CURB OR EDGE OFPAVEMENT.2.ALL EXISTING EASEMENTS, RIGHTS-OF-WAY, AND LOT LINES MAY NOT BE SHOWN,REFER TO THE TOPOGRAPHIC SURVEY PREPARED BY BOWMAN, DATED APRIL 22,2024.3.A PRE-CONSTRUCTION MEETING WITH CITY ENGINEER SHALL BE HELD PRIOR TOCONSTRUCTION COMMENCEMENT.4.CITY OF BOYNTON BEACH SHALL BE GIVEN AT LEAST 48 HOURS NOTICE PRIOR TOPERFORMING ANY INSPECTIONS.5.TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE PROJECT PLANS, THECURRENT EDITION OF THE FDOT DESIGN STANDARDS AND THE LATEST OF THEMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).6.CONTRACTOR TO PROVIDE AS-BUILTS OF ALL IMPROVEMENTS TO THE SITE,PERFORMED BY A LICENSED SURVEYOR IN THE STATE OF FLORIDA. AS-BUILTS TOINCLUDE HORIZONTAL AND VERTICAL LOCATIONS OF ALL UNDERGROUNDUTILITIES INCLUDING, BUT NOT LIMITED TO, PIPES, FITTINGS, STRUCTURES, ANDOTHER APPURTENANCES. ELEVATIONS OF PIPES AT CROSSING POINTS MUST BESUFFICIENT TO IDENTIFY MINIMUM SEPARATION OF UTILITIES AS REQUIRED BYCODE. IN ADDITION TO THE AFOREMENTIONED CRITERIA AS-BUILTS MUST MEETALL LOCAL AND JURISDICTIONAL REQUIREMENTS FOR CERTIFICATION OFCONSTRUCTION.7.ALL TREES ON-SITE THAT ARE TO REMAIN, SHALL BE PROTECTED.8.CONTRACTOR TO TIE INTO THE EXISNG STRUCTURES AT THE EXISTING INVERTELEVATIONS AND GRADE TO THE EXISTING ELEVATIONS.LEGENDPROPERTY LINESHEET:SHEET TITLE:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTS STIPULATION FOR REUSE PROTO:JOB NUMBER:20230491 THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT: BOYNTON BEACH, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 08/12/24 SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.08/12/24STORE NO: 02789 - 245 20801/26/24BOYNTON BEACH, FL 3200 OLD BOYNTON RD.ISSUE BLOCKBEHEDJP (407) 661-9100 F (407) 661-9101 c-p.comFlorida Corporate Certificate #AA C000526 2600 Maitland Center Parkway Suite #200 Maitland, FL 32751Know what'sbelow.before you dig.CallRFOR CONSTRUCTIONCONTRACTOR TO REFER TO SURVEY FOR FULL LEGEND OF EXISTING SYMBOLS.STORM PIPESTORM INLETKNUTH RD 508/29/20255ADD #155PROFILE VIEWLWDD L-24 CANAL DETAILNORTH AMERICAN DATUM OF1983(NAD83 /2011 ADJUSTMENT)12/22/20258CCD #3888803/05/202610CCD #5101010APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDPlanning & Zoning DivisionProject #: ___________________________2025.09.6138March 20, 2026 SWPPPDETAILSC4.0SHEET:SHEET TITLE:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTS STIPULATION FOR REUSE PROTO:JOB NUMBER:20230491 THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT: BOYNTON BEACH, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 08/12/24 SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.08/12/24STORE NO: 02789 - 245 20801/26/24BOYNTON BEACH, FL 3200 OLD BOYNTON RD.ISSUE BLOCKBEHEDJP (407) 661-9100 F (407) 661-9101 c-p.comFlorida Corporate Certificate #AA C000526 2600 Maitland Center Parkway Suite #200 Maitland, FL 32751Know what'sbelow.before you dig.CallRFOR CONSTRUCTIONAAAPRON20"20"ADHESIVEADHESIVE ADHESIVEADHESIVENOTES:1. INSTALLED SILT DIKE UNIT SHALL HAVE CONTINUOUS AND FIRM CONTACT WITH PAVEMENT.2. ADHESIVES SHALL BE LIQUID NAIL OR APPROVED EQUAL FOR CONCRETE PAVEMENT APPLICATIONS AND EMULSIFIED ASPHALT FOR ASPHALT APPLICATIONS. ADHESIVE SHALL BE PLACED WHERE THE UNITS OVERLAP AND A 20" STRIP ALONG BOTH EDGES.DIKE PLAN VIEWSECTION A-A10"APRON ON THIS SIDEOF THE DIKE SHALL BEFOLDED UNDER THEDIKE SECTION 20" ANDGLUED DOWNOVERLAP PERMANUFACTURER'SRECOMMENDATIONSEXISTING CONCRETE ORASPHALT PAVEMENTADHESIVEFLOWFLOWCONSTRUCTIONAREAADHESIVENOTES:1.LARGE AREAS OF SOIL THAT ARE DENUDED OF VEGETATION AND HAVE NO PROTECTION FROM PARTICLES BEING PICKED UP AND CARRIED BYWIND SHOULD BE PROTECTED WITH A TEMPORARY COVER OR KEPT UNDER CONTROL WITH WATER OR OTHER SOIL ADHERING PRODUCTSTO PREVENT SOIL PARTICLES FROM BECOMING AIRBORNE, AND FROM EXITING THE SITE PERIMETER.2.WATER TRUCKS OR OTHER DUST CONTROL AGENTS SHALL BE USED AS NEEDED DURING CONSTRUCTION TO MINIMIZE DUST GENERATED ONTHE SITE. TACKIFIERS MAY BE USED TO HOLD SOIL IN PLACE AND PREVENT DUST. MANUFACTURER RECOMMENDATIONS FOR APPLICATIONLOCATIONS AND RATES MUST BE USED FOR DUST CONTROL APPLICATIONS. ONLY SWPPP-SPECIFIED TACKIFIERS MAY BE USED ON THEPROJECT SITE; ANY CHEMICAL APPLICATION NOT INCLUDED IN THE SWPPP MUST BE APPROVED, IN WRITING, BY THE CEC.3.DUST CONTROL MUST BE PROVIDED BY THE GC TO A DEGREE THAT IS IN COMPLIANCE WITH APPLICABLE FEDERAL, LOCAL AND STATE DUSTCONTROL REGULATIONS.4.THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.5.IN ADDITION TO BMPS, GC SHALL PERFORM PER PRACTICES AND PROCEDURES WHICH MINIMIZE AND PREVENT AIRBORNE DUST OR OTHERPARTICLES FROM OCCURRING.SOURCE BOXDUST CONTROLINLET PROTECTIONSOURCE BOXNOTES:1.STORM DRAIN INLET PROTECTION MEASURES SHALL PREVENT SOIL AND DEBRIS FROM ENTERING STORM DRAIN INLETS.2.TEMPORARY CONTROLS SHALL BE CONSTRUCTED BEFORE THE SURROUNDING AREA IS DISTURBED.3.TO PREVENT CLOGGING, STORM DRAIN CONTROL STRUCTURES MUST BE MAINTAINED FREQUENTLY.4.CHECK ALL TEMPORARY CONTROL MEASURES DAILY, AND AFTER EACH STORM EVENT.5.CONTROL MEASURES MUST BE BUILT PER DETAIL AND PLANS, AND MUST BE IN GOOD WORKING CONDITION AT ALL TIMES.SOURCE BOXNOTES:1.SUBSTANCES THAT HAVE THE POTENTIAL FOR POLLUTING SURFACE AND/OR GROUNDWATER MUST BE CONTROLLED BY ANY MEANSNECESSARY TO ENSURE THAT THOSE DO NOT DISCHARGE FROM THE SITE. IN THIS REGARD, POTENTIALLY POLLUTING SUBSTANCESSHALL BE STORED AND HANDLED IN A MANNER CONSISTENT WITH THE RISK OF IMPACT THOSE REPRESENT, AND ACCORDING WITH THEREGULATIONS.2.NO SOLID MATERIALS, INCLUDING BUILDING MATERIALS, ARE ALLOWED TO BE DISCHARGED FROM THE SITE WITH STORMWATER. ALLSOLID WASTE, INCLUDING DISPOSABLE MATERIALS INCIDENTAL TO THE CONSTRUCTION ACTIVITIES, MUST BE COLLECTED AND PLACEDIN CONTAINERS. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS.MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTODRAINAGE DITCHES OR WATERS OF THE STATE. THE CONTAINERS SHALL BE HAULED AWAY FROM THE SITE AND EMPTIED WHEN THOSEBECOME 95% FULL, OR AS NECESSARY, BY A CERTIFIED TRASH DISPOSAL SERVICE. LIDS OR COVERS FOR THE CONTAINERS SHALL BEPROVIDED FOR USE DURING RAIN EVENTS TO PREVENT WASTE CONTACT WITH STORMWATER. WASTES THAT CANNOT BE STORED IN ACONTAINER MUST BE STORED UNDER COVER OR INDOORS. THE LOCATION OF SOLID WASTE RECEPTACLES SHALL BE SHOWN ON THESITE MAPS.SOLID WASTE DISPOSALDANDY SACKTMINLET INSERTN.T.SSILT FENCE INSTALLATIONN.T.S08/29/20255ADD #155APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDPlanning & Zoning DivisionProject #: ___________________________2025.09.6138March 20, 2026 STOPSANMHMHMHMHC/OC/OC/OELEC.1014510166IRRIRRIRRIRRIRRIRRC/OC/OC/OMHMHMHMHC/OSTOPSTOPSTOPBOYNTON BEACH BLVDOLD BOYNTON ROADWINCHESTER PARK BLVDKNUTH RDKEY MAPN.T.S.SHEET:SHEET TITLE:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTS STIPULATION FOR REUSE PROTO:JOB NUMBER:20230491 THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT: BOYNTON BEACH, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 08/12/24 SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.08/12/24STORE NO: 02789 - 245 20801/26/24BOYNTON BEACH, FL 3200 OLD BOYNTON RD.ISSUE BLOCKBEHEDJP (407) 661-9100 F (407) 661-9101 c-p.comFlorida Corporate Certificate #AA C000526 2600 Maitland Center Parkway Suite #200 Maitland, FL 32751Know what'sbelow.before you dig.CallRFOR CONSTRUCTIONSWPPPPLANPHASE 1C4.1LEGENDNOTES:1.THE ELEVATIONS SHOW HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF1988 (N.A.V.D. 88)2.SAWCUT AND REPAIR EXISTING ASPHALT AT ALL CONNECTIONS.3.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF ALLEXISTING UTILITIES (ABOVE AND BELOW GROUND) AS SHOWN ON THESE PLANS ARE APPROXIMATE ANDWERE LOCATED BASED ON EITHER VISUAL OBSERVATIONS AT THE SITE, EXISTING SURVEYS, AND/ORFROM UTILITY OWNERS. THE OWNER DOES NOT GUARANTEE THAT EXISTING UTILITY LOCATIONS AREEXACT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT LOCATIONSOF EXISTING UTILITIES(ABOVE AND BELOW GROUND) BEFORE BEGINNING ANY CONSTRUCTION. THECONTRACTOR SHALL CALL APPROPRIATE UTILITY COMPANIES AND THE UTILITIES PROTECTION CENTERAT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES. ITSHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY OWNER AND/OR ENGINEER OF ANYUTILITY CONFLICTS WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.4.ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED.5.EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPESTO BE CLEANED OUT TO REMOVE ALL SILTS AND DEBRIS.6.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THECONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE ASNECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.7.THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINES IN THE GENERALN.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTIONS ACTIVITIES.8.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDING AND FOR ALL NATURAL ANDPAVED AREAS.9.ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL.CONTRACTOR SHALL GRASS DISTURBED AREAS IN ACCORDANCE WITH CITY/COUNTY SPECIFICATIONSUNTIL HEALTHY STAND OF GRASS IS OBTAINED.10.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TOSAME.11.ALL PROPOSED SPOT ELEVATIONS ARE PAVEMENT GRADES, UNLESS OTHERWISE NOTED.12.WHEN ANY ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING LAND CLEARING AND/OR GRADINGOF THE SITE, THE ROOTS MUST BE CUT OFF EVENLY WITH CLEAN SHARP PRUNING TOOLS. THECONTRACTOR/DEVELOPER SHALL MINIMIZE DAMAGE TO EXISTING TREE ROOT SYSTEMS.13.WHEN ANY ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING LAND CLEARING AND/OR GRADINGOF THE SITE, THE ROOTS MUST BE CUT OFF EVENLY WITH CLEAN SHARP PRUNING TOOLS. THECONTRACTOR/DEVELOPER SHALL MINIMIZE THE DAMAGE TO EXISTING TREE ROOT SYSTEMS.PROPERTY LINEPROPOSED CURBLIGHT POLELIMITS OF DISTURBANCECONCRETE SIDEWALKINLET PROTECTION.SILT DIKE1SWPPP PLAN - PHASE 1SCALE: 1" = 20'*FOR PURPOSES OF SWPPPPLANS, DISTURBED AREA DOESNOT INCLUDE PAVEMENT MILLAND RESURFACING WHEREBASE COURSE IS NOT EXPOSED.CONTRACTOR TO REFER TO SURVEY FOR FULL LEGEND OF EXISTING SYMBOLS.WAL-MARTSUPERCENTER#02789-24508/29/20255ADD #1555510/10/20256CCD #166DISTURBED AREA 14,171 SF(0.32 ± AC)03/05/202610CCD #510101010APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDPlanning & Zoning DivisionProject #: ___________________________2025.09.6138March 20, 2026 WVSANMHMHMHMHC/OC/OC/OWMELEC.1014510166IRRIRRIRRIRRIRRIRRWVFDC/OC/OC/OMHMHMHMHWVWVWVWVBOYNTON BEACH BLVDOLD BOYNTON ROADWINCHESTER PARK BLVDKNUTH RDKEY MAPN.T.S.1SWPPP PLAN - PHASE 2SCALE: 1" = 20'C4.2LEGENDNOTES:1.THE ELEVATIONS SHOW HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF1988 (N.A.V.D. 88)2.SAWCUT AND REPAIR EXISTING ASPHALT AT ALL CONNECTIONS.3.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF ALLEXISTING UTILITIES (ABOVE AND BELOW GROUND) AS SHOWN ON THESE PLANS ARE APPROXIMATE ANDWERE LOCATED BASED ON EITHER VISUAL OBSERVATIONS AT THE SITE, EXISTING SURVEYS, AND/ORFROM UTILITY OWNERS. THE OWNER DOES NOT GUARANTEE THAT EXISTING UTILITY LOCATIONS AREEXACT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT LOCATIONSOF EXISTING UTILITIES(ABOVE AND BELOW GROUND) BEFORE BEGINNING ANY CONSTRUCTION. THECONTRACTOR SHALL CALL APPROPRIATE UTILITY COMPANIES AND THE UTILITIES PROTECTION CENTERAT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES. ITSHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY OWNER AND/OR ENGINEER OF ANYUTILITY CONFLICTS WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.4.ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED.5.EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPESTO BE CLEANED OUT TO REMOVE ALL SILTS AND DEBRIS.6.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THECONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE ASNECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.7.THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINES IN THE GENERALN.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTIONS ACTIVITIES.8.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDING AND FOR ALL NATURAL ANDPAVED AREAS.9.ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL.CONTRACTOR SHALL GRASS DISTURBED AREAS IN ACCORDANCE WITH CITY/COUNTY SPECIFICATIONSUNTIL HEALTHY STAND OF GRASS IS OBTAINED.10.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TOSAME.11.ALL PROPOSED SPOT ELEVATIONS ARE PAVEMENT GRADES, UNLESS OTHERWISE NOTED.12.WHEN ANY ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING LAND CLEARING AND/OR GRADINGOF THE SITE, THE ROOTS MUST BE CUT OFF EVENLY WITH CLEAN SHARP PRUNING TOOLS. THECONTRACTOR/DEVELOPER SHALL MINIMIZE DAMAGE TO EXISTING TREE ROOT SYSTEMS.13.WHEN ANY ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING LAND CLEARING AND/OR GRADINGOF THE SITE, THE ROOTS MUST BE CUT OFF EVENLY WITH CLEAN SHARP PRUNING TOOLS. THECONTRACTOR/DEVELOPER SHALL MINIMIZE THE DAMAGE TO EXISTING TREE ROOT SYSTEMS.PROPERTY LINEPROPOSED CURBLIGHT POLELIMITS OF DISTURBANCECONCRETE SIDEWALKSHEET:SHEET TITLE:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTS STIPULATION FOR REUSE PROTO:JOB NUMBER:20230491 THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT: BOYNTON BEACH, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 08/12/24 SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.08/12/24STORE NO: 02789 - 245 20801/26/24BOYNTON BEACH, FL 3200 OLD BOYNTON RD.ISSUE BLOCKBEHEDJP (407) 661-9100 F (407) 661-9101 c-p.comFlorida Corporate Certificate #AA C000526 2600 Maitland Center Parkway Suite #200 Maitland, FL 32751Know what'sbelow.before you dig.CallRFOR CONSTRUCTIONINLET PROTECTION.SILT DIKESWPPPPLANPHASE 2*FOR PURPOSES OF SWPPPPLANS, DISTURBED AREA DOESNOT INCLUDE PAVEMENT MILLAND RESURFACING WHEREBASE COURSE IS NOT EXPOSED.CONTRACTOR TO REFER TO SURVEY FOR FULL LEGEND OF EXISTING SYMBOLS.PROPOSED3,819 SFOPDEXPANSIONSEALCOATPROPOSED STANDARD DUTY/ASPHALT PAVEMENTWAL-MARTSUPERCENTER#02789-245508/29/20255ADD #15510/10/20256CCD #1566LANDSCAPING02/13/20269CCD #49DISTURBED AREA 14,171 SF(0.32 ± AC)03/05/202610CCD #51010101010APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDPlanning & Zoning DivisionProject #: ___________________________2025.09.6138March 20, 2026 STOP SIGNS AND MARKING PLAN LEGENDWAL-MART SUPERCENTER#02789-245MAINENTRANCEBFRCONTRACTOR TO REFERTO THE SECP-1 SHEET FORADDITIONAL IMPROVEMENTSALONG THE BFRCONTRACTOR TO REFERTO THE C1.1 SHEET FORADDITIONAL IMPROVEMENTSAT THE OGP EXPANSION AREAOCRGARDEN CENTERSSM-1STOP SIGNSANDMARKINGSPLANOPDEXPANSION3,819 SFREFERENCE DETAIL SHEETRETAIL SHOPSALL SIGNS TO BE INSTALLEDA MINIMUM OF 4' FROMTHE FACE OF CURB (TYP.)WINCHESTE R P A R K B L V D SHEET:SHEET TITLE:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTS STIPULATION FOR REUSE PROTO:JOB NUMBER:20230491 THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT: BOYNTON BEACH, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 08/12/24 SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.08/12/24STORE NO: 02789 - 245 20801/26/24BOYNTON BEACH, FL 3200 OLD BOYNTON RD.ISSUE BLOCKBEHEDJP (407) 661-9100 F (407) 661-9101 c-p.comFlorida Corporate Certificate #AA C000526 2600 Maitland Center Parkway Suite #200 Maitland, FL 32751Know what'sbelow.before you dig.CallRFOR CONSTRUCTIONEXISTING PEDESTRIAN CROSSING SIGN TO BE REMOVED.EXISTING STOP SIGN TO BE REMOVED.EXISTING SIGN POST TO BE REMOVED.EXISTING SIGN POST TO REMAIN.EXISTING CROSSWALK STRIPING TO BE REMOVED.EXISTING YIELD PAVEMENT MARKING TO BE REMOVED.EXISTING CENTERLINE STRIPING TO REMAIN / BE REFRESHED.NEW "STOP HERE FOR PEDESTRIANS" SIGN.NEW 30"X30" STOP SIGN.NEW SIGN MOUNTING AND BASE WITH BOLLARD.NEW "STOP" AND/OR "ONLY" TEXT AND/OR STOP BAR, WITH 4" WIDE DOUBLE SOLID YELLOW STRIPE, AS APPLICABLE.4" WIDE PAINTED YELLOW STRIPES AT 45° @ 2'-0" O.C.NEW CROSSWALK MARKINGS - 6" WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION OF TRAFFIC AT 2'-0" O.C.AND (1)-8" WHITE STRIPE PERPENDICULAR ON BOTH ENDS UNLESS NOTED OTHERWISE. SEE SITE PLAN FORDIMENSIONS. ENTIRE CROSSWALK SHALL BE RE-STRIPED.LIMITS OF SEAL COAT. APPLY SEAL COAT OVER ENTIRE AREA (INCLUDING WHERE STRIPING AND/OR PAVEMENTMARKINGS WERE REMOVED AND WHERE NEW STRIPING AND PAVEMENT MARKINGS WILL BE APPLIED). APPLY NEWSTRIPING AND PAVEMENT MARKINGS OVER SEAL COAT.4" WIDE PAINTED YELLOW STRIPES - 6' LONG WITH 18' GAPS.EXISTING STOP BAR / "STOP" TEXT PAVEMENT MARKINGS / DOUBLE YELLOW STRIPE TO BE REMOVED.NEW OPEN ARROW PAVEMENT MARKING.EXISTING ARROW PAVEMENT MARKINGS TO BE REMOVED.EXISTING FIRE LANE STRIPING TO BE REFRESHED.4" WIDE DOUBLE SOLID YELLOW STRIPE.EXISTING STOP SIGN TO REMAIN.EXISTING STOP SIGN TO BE RAISED TO MATCH CURRENT DETAILS/GUIDELINES.EXISTING BOLLARD AND SIGN POST TO BE REPAINTED.NEW SIGN MOUNTING AND BASE WITH BREAK AWAY POSTNEW 36"X36" STOP SIGN WITH DOUBLE SIGN MOUNTING, BREAK AWAY POSTS, AND BASES.EXISTING "STOP" PAVEMENT MARKINGS, "STOP" TEXT AND/OR "ONLY TEXT TO BE REVISED/REFRESHED.EXISTING ARROW PAVEMENT MARKING TO BE REVISED/REFRESHED.EXISTING 4" DOUBLE YELLOW STRIPE AND/OR 4" SINGLE WHITE STRIPES TO BE REFRESHED.EXISTING "ONE WAY" SIGN.EXISTING STAMPED CONCRETE TO BE REPAINTED/REFRESHED. MATCH EXISTING CONDITIONS.NEW "TRAFFIC FROM THE LEFT DOES NOT STOP" SIGNNEW "TRAFFIC FROM THE RIGHT DOES NOT STOP" SIGNNEW "ONCOMING TRAFFIC DOES NOT STOP" SIGNNOTES TO CONTRACTOR :1.BRF (BUILDING FRONTAGE ROAD)OCR (OUTER CIRCULATION ROAD)2.CONTRACTOR SHALL INSTALL 'NEW' STOP BARS, SIGNS, AND TEXT TO MATCHCURRENT DETAILS AT THE LOCATIONS SHOWN ON THESE PLANS.3.ALL SIGNS LOCATED ON THE BUILDING SIDE OF THE BFR SHALL BE INSTALLED ONA SINGLE POST WITH BOLLARD.4.CONTRACTOR TO REPAINT PARKING LOT LIGHT POLE BASES AND REMOVEPREVIOUS OVERSPRAY ON PAVING. REPLACE COVER FOR ANCHOR BOLTS IFDAMAGED/MISSING.5.ALL SIGNS SHALL BE LOCATED A MINIMUM OF 4' FROM THE FACE OF CURB ORTRAVEL LANE.6.STRIPE/REFRESH ALL EXISTING PARKING FIELDS (MAIN, SIDE AND REAR OF STORE).7.CONTRACTOR TO TRIM/SHRUBS FOR VISIBILITY.THIS PLAN IS BASED ON THE 2024 FLORIDA REMODELS, AND SITEVISIT PHOTOS FROM FEBRUARY 2024 AS THE MOST RECENT AERIALPHOTOS DO NOT ACCURATELY REPRESENT EXISTING CONDITIONS.MAINENTRANCEOLD BOYNTON RDOCRRETAIL SHOPSMEDICAL OFFICESFURNITURE STOREFURNITURE STOREBANKSTORAGE FACILITYMEDICAL OFFICESRESTAURANTRESTAURANTVETERINARIAN OFFICERESTAURANTFITNESS CENTER109/13/20241PR #108/29/20255ADD #155510/10/20256CCD #1666602/13/20269CCD #49APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDPlanning & Zoning DivisionProject #: ___________________________2025.09.6138March 20, 2026 PLAN VIEWPARTIAL ELEVATIONGROUND SURFACE5/16" GR. 5FLANGED BOLT5/16" GR. 5SERRATEDFLANGED NUTREMOVABLE SQUARE TUBEPOSTNOTES:1.ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OFTRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S"MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES",LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POSTIN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.2.GALVANIZED SQUARE TUBEPOST TUBES - 2"x2"x3/16" 12gaPOST TUBE GALVANIZED AS PER ASTM A653 GRADE 90.ANCHOR TUBE - 2-1/4"x2-1/4"x3/16" 12gaHEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500GRADE B. STRUCTURAL TUBE AND STEEL SHALL BE HOTDIP GALVANIZED PER ASTM A123.THE UPPER SIGN POST SHALL TELESCOPE INSIDE THEANCHOR TUBE A MINIMUM OF 12". THE ANCHOR TUBESHALL BE A MINIMUM 27" DEEP WITH 3" MIN. 4" MAX.EXPOSED ABOVE FINISH GRADE.TYPICAL PARKING SIGNAGEIN CURBED ISLANDSEE REMOVABLESQUARE TUBE POSTGROUND SURFACESIGN WILL BE MOUNTEDDIRECTLY TO WALL W/(4) 1/4" DIA MASONRYSCREWS AT EACH SIGNTYPICAL PARKING SIGNAGEIN PAVEMENT3500 P.S.I. P.C.CONCRETE BASESLOPE TOP OFCONCRETEGROUND SURFACEU-BOLT NUTLOCATIONSBEGIN NUMBERINGAT STALL CLOSESTTO THE PICKUPDOOR2'-0"6'-2" 1'-0"1'-0"SLOPE TOPOF CONCRETEGROUND SURFACEFRONT VIEW1'-0" 2'-0"6'-2"FRONT VIEW1'-0" 6'-2"1'-0"TYPICAL PARKING SIGNAGEWALL MOUNTEDBEGIN NUMBERINGAT STALL CLOSESTTO THE PICKUPDOORBEGIN NUMBERINGAT STALL CLOSESTTO THE PICKUPDOOR3500 P.S.I. P.C.CONCRETE BASEADDITIONAL SPARKPICKUP SIGN ON BACKWHEN BACK FACESPUBLIC STREET. ALIGNTO TOPBOLT LOCATIONSFOR LEVEL SIGNMOUNTINGGROUND SURFACE2'-0"6'-2"SIDE VIEWSEE REMOVABLESQUARE TUBE POST1'-0"1'-0"SLOPE TOP OFCONCRETEADDITIONAL SPARK PICKUPSIGN ON BACK WHEN BACKFACES PUBLIC STREETALIGN TO TOPBOLT LOCATIONS PERSTANDARD WITH SPACER ASFOR LEVEL SIGN MOUNTING1'-0" 2'-6"1'-0"3500 P.S.I. P.C.CONCRETE BASESLOPE TOP OF CONCRETEGROUND SURFACEU-BOLT2'-0"6'-2"SIDE VIEWUSE 4" SCH. 40 STEEL PIPEFILLED W/ CONCRETE WITHTOP ROUNDED ANDPAINTED P5E"K" SIGN HOSE CLAMP3500 P.S.I. P.C.CONCRETE BASEDUPLICATE SIGNS ON BACKWHEN PICKUP STALLS AREON OPPOSITE SIDESBOLT LOCATIONS PERSTANDARD WITH SPACER ASFOR LEVEL SIGN MOUNTING1'-0" 2'-6"1'-0"3500 P.S.I. P.C.CONCRETE BASESLOPE TOP OF CONCRETEGROUND SURFACEU-BOLT2'-0"6'-2"SIDE VIEWUSE 4" SCH. 40 STEEL PIPEFILLED W/ CONCRETE WITHTOP ROUNDED ANDPAINTED P5E"K" SIGN HOSE CLAMPLogo Sign (Small)18" x 8"Logo Sign (Large)36" x 18"Directional Signs (Left / Straight / Right)18" x 24"Also Pickup Hours sign size1.00 SF3.00 SFCall In Sign18" x 8"4.50 SF1.00 SFParking Stall PlacardStall Designation Signs18" x 18"2.25 SF3500 P.S.I. P.C.CONCRETE BASESLOPE TOP OFCONCRETEGALVANIZEDSQUARE TUBEGROUND SURFACETYPICAL DIRECTIONAL SIGNAGEIN CURBED ISLAND1'-6"3'-0" 7'-0" MIN CURBED ISLAND - 90°SIGN LOCATIONS - 90° PARKINGPOST WITH SIGN(S)LAYOUT PER STRIPINGDETAIL/SITE PLANEQEQ4' - 0"PAINTED ENDCAP - 90°SIGN LOCATIONS - 90° PARKINGPOST WITH SIGN(S)LAYOUT PER STRIPINGDETAIL/SITE PLANEQEQ4' - 0"TYPICAL DIRECTIONAL SIGNAGEIN PAVEMENTUSE 4" SCH. 40 STEELPIPE FILLED W/CONCRETE WITH TOPROUNDED ANDPAINTED P5E3500 P.S.I. P.C.CONCRETE BASESLOPE TOPOF CONCRETEGALVANIZEDSQUARE TUBEGROUND SURFACE7'-0" MIN 2'-3"1'-0"4'-0"NEVER LESS THAN 9'4'-0"TO EDGE OFTRAVEL WAY4'-0"TO EDGE OFTRAVEL WAYFINISH LEGENDP218TRUE BLUE SW#2728P5ESAFETY YELLOWP101GUSTO GOLD SW #6904WAYFINDINGSIGNAGEWFS-160"24"SHEET:SHEET TITLE:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTS STIPULATION FOR REUSE PROTO:JOB NUMBER:20230491 THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT: BOYNTON BEACH, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 08/12/24 SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.08/12/24STORE NO: 02789 - 245 20801/26/24BOYNTON BEACH, FL 3200 OLD BOYNTON RD.ISSUE BLOCKBEHEDJP (407) 661-9100 F (407) 661-9101 c-p.comFlorida Corporate Certificate #AA C000526 2600 Maitland Center Parkway Suite #200 Maitland, FL 32751Know what'sbelow.before you dig.CallRFOR CONSTRUCTIONWAL-MART SUPERCENTER#02789-245MAINENTRANCEBFROCRGARDEN CENTEROPDEXPANSION3,819 SFWINCHESTE R P A R K B L V D THIS PLAN IS BASED ON THE 2024 FLORIDA REMODELS, AND SITEVISIT PHOTOS FROM FEBRUARY 2024 AS THE MOST RECENT AERIALPHOTOS DO NOT ACCURATELY REPRESENT EXISTING CONDITIONS.MAINENTRANCEOLD BOYNTON RDOCRSTORAGE FACILITYMEDICAL OFFICESRESTAURANTRESTAURANTVETERINARIAN OFFICERESTAURANTFITNESS CENTER08/29/20255ADD #155510/10/20256CCD #1612/22/20258CCD #38888888802/13/20269CCD #49APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDPlanning & Zoning DivisionProject #: ___________________________2025.09.6138March 20, 2026 STOPC/OSTOPSTOPSTOPSTOPSTOPSTOPSTOPSTOPEXISTING PEDESTRIAN CROSSING SIGN TO BE REMOVED.EXISTING STOP SIGN TO BE REMOVED.EXISTING SIGN POST TO BE REMOVED.EXISTING SIGN POST AND BASE TO REMAIN.EXISTING CROSSWALK STRIPING TO BE REMOVED.EXISTING YIELD PAVEMENT MARKING TO BE REMOVED.EXISTING FIRE LANE STRIPING AND / OR TEXT TO BE REMOVED.NEW "STOP HERE FOR PEDESTRIANS" SIGN.NEW 30"X30" STOP SIGN.NEW SIGN MOUNTING AND BASE WITH BOLLARD.NEW STOP TEXT AND STOP BAR.NEW 4" WIDE PAINTED YELLOW STRIPES AT 45° @ 2'-0" O.C.NEW CROSSWALK MARKINGS - 6" WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION OFTRAFFIC AT 2'-0" O.C. AND (1)-8" WHITE STRIPE PERPENDICULAR ON BOTH ENDS UNLESS NOTEDOTHERWISE. SEE SITE PLAN FOR DIMENSIONS. ENTIRE CROSSWALK SHALL BE RE-STRIPED.LIMITS OF SEAL COAT. APPLY SEAL COAT OVER WHERE STRIPING AND PAVEMENT MARKINGS WEREREMOVED AND WHERE NEW STRIPING AND PAVEMENT MARKINGS WILL BE APPLIED. APPLY NEWSTRIPING AND PAVEMENT MARKINGS OVER SEAL COAT.NEW 4" WIDE PAINTED YELLOW STRIPES - 6' LONG WITH 18' GAPS.EXISTING STOP BAR AND STOP TEXT PAVEMENT MARKINGS TO BE REMOVED.NEW OPEN ARROW PAVEMENT MARKINGS.EXISTING ARROW PAVEMENT MARKINGS TO BE REMOVED.NEW FIRE LANE STRIPING.NEW 4" WIDE DOUBLE SOLID YELLOW STRIPE.EXISTING STOP SIGN TO REMAIN.EXISTING STOP SIGN TO BE RAISED TO MATCH CURRENT DETAILS/GUIDELINES.EXISTING BOLLARD AND SIGN POST TO BE REPAINTED.NEW SIGN MOUNTING AND BASE WITH BREAK AWAY POST.NOTES TO CONTRACTOR:1.REFERENCE SITE CONSTRUCTION PLAN FOR SITE SPECIFIC DIMENSIONS OF CROSSWALK STRIPING ANDLOCATION OF SIGNAGE.2.PROVIDE A COMPREHENSIVE CONSTRUCTION PHASING PLAN FOR THIS WORK TO THE STORE MANAGER7 DAYS PRIOR TO STARTING ANY WORK. IT IS TO PROVIDE FOR DATES, TIMES AND DURATION OF LANECLOSURES, TEMPORARY VEHICLE AND PEDESTRIAN TRAFFIC CONTROL.3.ALL EXISTING STRIPING AND PAVEMENT MARKINGS OR TEXT ALONG THE BFR (BUILDING FRONTAGEROAD) SHALL BE REMOVED WHERE SHOWN TO BE REMOVED. APPLY SEAL COAT TO THE COMPLETEEXTENT THAT THE STRIPING OR TEXT HAS BEEN REMOVED (DO NOT APPLY SEAL COAT OVER CONCRETE).INSTALL NEW STRIPING AND SIGNAGE AS SHOWN ON THE SITE CONSTRUCTION PLAN.4.ALL SIGNS LOCATED ON THE BUILDING SIDE OF THE BFR SHALL BE INSTALLED ON A SINGLE POST WITHBOLLARD.5.ALL SIGNS TO BE INSTALLED 4' FROM FACE OF CURB.SITE AND DEMOLITION LEGENDREFERENCE DETAIL SHEETSECP-1DEMOLITIONAND SITECONSTRUCTIONPLANSHEET:SHEET TITLE:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTS STIPULATION FOR REUSE PROTO:JOB NUMBER:20230491 THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT: BOYNTON BEACH, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 08/12/24 SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.08/12/24STORE NO: 02789 - 245 20801/26/24BOYNTON BEACH, FL 3200 OLD BOYNTON RD.ISSUE BLOCKBEHEDJP (407) 661-9100 F (407) 661-9101 c-p.comFlorida Corporate Certificate #AA C000526 2600 Maitland Center Parkway Suite #200 Maitland, FL 32751Know what'sbelow.before you dig.CallRFOR CONSTRUCTION09/13/20241PR #111 OR W11-2. MATCH EXISTINGLOCATION(S) ON SITE.BFRBFR07/11/20254PR #8408/29/20255ADD #155MAINENTRANCE55MAINENTRANCEGARDENCENTERMAINENTRANCEMAINENTRANCEGARDENCENTER510/10/20256CCD #166EXISTING FIRE LANE STRIPING AND/OR TEXT TO BE REFRESHED. MATCH EXISTING CONDITIONS.EXISTING PEDESTRIAN CROSSING SIGN TO REMAIN.EXISTING STAMPED CONCRETE TO BE REMOVED.EXISTING STAMPED CONCRETE TO BE REPAINTED/REFRESHED. MATCH EXISTING CONDITIONS.NEW STAMPED CONCRETE.REMOVE EXISTING CURB AND/OR SIDEWALK RAMPCONSTRUCTION FLUSH CONCRETE SIDEWALK LANDING11/17/20257CCD #2703/05/202610CCD #510APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDPlanning & Zoning DivisionProject #: ___________________________2025.09.6138March 20, 2026 D1.0DETAILSHEETWHITE LEGEND RED BACKGROUNDR1-1N.T.S.NOTES:1.36" STOP SIGNSHALL BEMOUNTED ONDOUBLE POSTWITH BREAKAWAY POST.2.SIGNS SHALLHAVE DIAMONDGRADE, ASTMTYPE XI,SHEETING.36"X36" STOP SIGNAT HIGHWAY/STREET INTERSECTIONS36"WHITE LEGEND RED BACKGROUNDR1-1N.T.S.30"X30" STOP SIGNWITHIN PARKING LOTNOTE:SIGNS SHALLHAVE DIAMONDGRADE, ASTMTYPE XI,SHEETING.30"30"SINGLE POST WITH BOLLARDSIGN LOCATIONS - 60° PARKINGPAINTED ENDCAP - 60°SIGN LOCATIONS - 90° PARKINGPAINTED ENDCAP - 90°SQUARE TUBE BREAK AWAY POSTPLAN VIEWPARTIAL ELEVATIONSURFACESINGLE POST WITH BREAK AWAY POSTSIGN LOCATIONS - 60° PARKINGCURBED ISLAND - 60°SIGN LOCATIONS - 90° PARKINGCURBED ISLAND - 90°N.T.S.SIGN MOUNTING AND BASEORORNO SIGNS SHALL BELOCATED WITHINSHADED AREASSHOWN IN DETAILSNOTE:ALL SIGNS LOCATED ON THEBUILDING SIDE OF THE BFRARE TO BE INSTALLED ON ASINGLE POST WITH BOLLARD.NOTE:SIGNS SHALL HAVEDIAMOND GRADE, ASTMTYPE XI, SHEETING.NOTES FOR SINGLE POST WITHBOLLARD:1.ALL SIGNS SHALL COMPLY WITHU.S. DEPARTMENT OFTRANSPORTATION, FEDERALHIGHWAY ADMINISTRATION'S"MANUAL OF UNIFORMTRAFFIC CONTROL DEVICES",LOCAL CODES AND ASSPECIFIED. MOUNT SIGNS TOPOST IN ACCORDANCE WITHMANUFACTURER'SINSTRUCTIONS.2.GALVANIZED SQUARE TUBEPOST TUBES - 2"X2" 12gaPOST TUBE SHALL MEET ASTMA1011 GRADE 50.POST TUBE GALVANIZED AS PERASTM A653 GRADE 90.EDGE OF TRAVEL WAY PAVED SURFACENOTES FOR SINGLE POST WITH BREAK AWAY POST:1.ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OFTRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OFUNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED.MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'SINSTRUCTIONS.2.GALVANIZED SQUARE TUBEPOST TUBES - 2"X2" 12gaPOST TUBE SHALL MEET ASTM A1011 GRADE 50.POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90.ANCHOR TUBE - 2-1/4"x2-1/4" 12gaHEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B.STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PERASTM A123.THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE AMINIMUM OF 12". THE ANCHOR TUBE SHALL BE A MINIMUM 27" DEEPWITH 3" MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE.18"Ø4'-0"4'-0"3'-0" 7'-0" (MIN.)GALVANIZEDSQUARE TUBEUSE 4" SCH. 40 STEEL PIPE FILLEDW/ CONCRETE WITH TOP ROUNDEDAND PAINTED TRAFFIC YELLOWSLOPE TOPOF CONCRETE3500 P.S.I. P.C.CONCRETE BASEEDGE OF TRAVEL WAY 4'-0"7'-0" (MIN.)NOTE:THE MIN. HEIGHT OFTHE BOTTOM OF THELOWEST SIGN SHALLBE 7'-0"GALVANIZEDSQUARE TUBESLOPE TOPOF CONCRETE3500 P.S.I. P.C.CONCRETE BASESEE BREAK AWAYTUBE POST12"Ø27"GROUND SURFACE3" MIN. - 4" MAX.5/16" GR. 5SERRATEDFLANGED NUT5/16" GR. 5FLANGED BOLT4'-0"NEVER LESS THAN 9'(UNLESS STOP SIGN IS USED)4'-0" VARIES DEPENDING ON CURB RADIUS 4'-0"NEVER LESS THAN 9'(UNLESS STOP SIGN IS USED)4'-0" VARIES DEPENDING ON CURB RADIUS LAYOUT PER STRIPINGDETAIL/SITE PLANLAYOUT PER STRIPINGDETAIL/SITE PLAN30" "STOP" SIGN MOUNTEDTO POST WITH BREAKAWAY POST36" "STOP" SIGN SHALL BEINSTALLED ON POST WITHBOLLARD30" "STOP" SIGNMOUNTED TO POSTWITH BREAK AWAYPOST36" "STOP" SIGNSHALL BE INSTALLEDON POST WITHBOLLARD"STOP FOR PEDESTRIAN" SIGNON POST (ALL SIGNS EQUAL TOOR GREATER THAN 36" INWIDTH SHALL BE MOUNTED ONPOST WITH BOLLARD)"STOP FOR PEDESTRIAN" SIGN ON POST(ALL SIGNS EQUAL TO OR GREATERTHAN 36" IN WIDTH SHALL BEMOUNTED ON POST WITH BOLLARD)NEVER LESS THAN 9'(UNLESS STOP SIGN IS USED)NEVER LESS THAN 9'(UNLESS STOP SIGN IS USED)LAYOUT PER STRIPINGDETAIL/SITE PLANLAYOUT PER STRIPINGDETAIL/SITE PLAN4'-0"4'-0""STOP" SIGN ONLY - ONPOST WITH BOLLARD4'-0"4'-0" 4'-0" 4'-0""STOP FOR PEDESTRIAN" SIGNON POST WITH BOLLARD"STOP FOR PEDESTRIAN" SIGNON POST WITH BOLLARD"STOP" SIGNONLY - ON POSTWITH BOLLARDNOTE:THE MIN. HEIGHT OFTHE BOTTOM OF THELOWEST SIGN SHALLBE 7'-0"NO SIGNS SHALL BELOCATED WITHINSHADED AREASSHOWN IN DETAILSNO SIGNS SHALL BELOCATED WITHINSHADED AREASSHOWN IN DETAILSNO SIGNS SHALL BELOCATED WITHINSHADED AREASSHOWN IN DETAILSDOUBLE POST WITH BREAK AWAY POSTSGROUND SURFACEEDGE OF TRAVEL WAY 6'-0"GALVANIZEDSQUARE TUBESLOPE TOPOF CONCRETE3500 P.S.I. P.C.CONCRETE BASESEE BREAK AWAYTUBE POST7'-0" (MIN.)NOTE:THE MIN. HEIGHT OFTHE BOTTOM OF THELOWEST SIGN SHALLBE 7'-0"12"Ø27"24" 0.C.GROUND36" STOP SIGNN.T.S.STOP FOR PEDESTRIANSLEGEND, BORDER- BLACKBACKGROUND- WHITE (RETROREFLECTIVE)STOP SYMBOL- RED (RETROREFLECTIVE)R1-5bNOTE:SIGNS SHALLHAVE DIAMONDGRADE, ASTMTYPE XI,SHEETING.30"30"VAN VAN(APPLICABLE TO STRIPED OR RAISED ISLANDS BASED ON SITE CONDITIONS)(MODIFIED)NOTES:1.REFERENCE EACH VESTIBULE ON THE SITE PLAN FOR FINAL LAYOUT,DIMENSIONS AND SIGN LOCATION.2.SEE INSETS "A", "B" AND "C" FOR SIGN LOCATION FOR EACH OF THE THREEOPTIONS.3.ONLY RELOCATE SIGN POST IF OFFSET MORE THAN 9' FROM LEADING EDGEOF CROSSWALK (EITHER SIDE IN EITHER DIRECTION) ALONG FRONT DRIVE.CROSSWALK OFF-SET FROM CENTER OF VESTIBULEINSET "A""STOP HERE FOR PEDESTRIAN" SIGN LOCATIONWHEN LEADING EDGE OF CROSSWALK LANDSBETWEEN DRIVE AISLE AND ACCESSIBLE PATH.INSET "B""STOP HERE FOR PEDESTRIAN" SIGN LOCATIONWHEN LEADING EDGE OF CROSSWALK ISALIGNED WITH EDGE OF ACCESSIBLE PATH.CROSSWALK CENTERED ON VESTIBULECROSSWALK OFF-SET FROM CENTER OF VESTIBULECROSSWALK CENTERED ON VESTIBULEEDGE OFDRIVE AISLE"STOP FORPEDESTRIANS" SIGN -SEE NOTE 3 BELOW (IFRELOCATION ISREQUIRED, PAIR WITHLEADING EDGE OFCROSSWALK)"STOP FOR PEDESTRIANS" SIGN - SEENOTE 3 BELOW (IF RELOCATION ISREQUIRED, PAIR WITH LEADING EDGEOF CROSSWALK OR 9' FROM EDGE OFDRIVE ISLE).SEE INSET "B""STOP FOR PEDESTRIANS" SIGN -SEE NOTE 3 BELOW (IFRELOCATION IS REQUIRED, PAIRWITH LEADING EDGE OFCROSSWALK)"STOP FOR PEDESTRIANS" SIGN- SEE NOTE 3 BELOW (IFRELOCATION IS REQUIRED, PAIRWITH LEADING EDGE OFCROSSWALK OR 9' FROM EDGEOF DRIVE ISLE).SEE INSET "C""STOP FOR PEDESTRIANS"SIGN - SEE NOTE 3 BELOW(IF RELOCATION ISREQUIRED, PAIR WITHLEADING EDGE OFCROSSWALK)"STOP FOR PEDESTRIANS" SIGN - SEENOTE 3 BELOW (IF RELOCATION ISREQUIRED, PAIR WITH LEADINGEDGE OF CROSSWALK OR 9' FROMEDGE OF DRIVE ISLE).SEE INSET "B""STOP FOR PEDESTRIANS" SIGN -SEE NOTE 3 BELOW (IFRELOCATION IS REQUIRED, PAIRWITH LEADING EDGE OFCROSSWALK)"STOP FOR PEDESTRIANS" SIGN - SEENOTE 3 BELOW (IF RELOCATION ISREQUIRED, PAIR WITH LEADINGEDGE OF CROSSWALK OR 9' FROMEDGE OF DRIVE ISLE).SEE INSET "A"8" WHITE STRIPETRANSVERSE LINE INPARKING AISLE (OK,THIS SIDE ONLY)8" WHITE STRIPE6" WHITE STRIPES24" O.C.8" WHITE STRIPE6" WHITESTRIPES 24"O.C.8" WHITE STRIPE6" WHITE STRIPES24" O.C.8" WHITE STRIPE6" WHITE STRIPES24" O.C.8" WHITE STRIPE8" WHITE STRIPE8" WHITE STRIPEINSET "C""STOP HERE FOR PEDESTRIAN" SIGN LOCATIONWHEN LEADING EDGE OF CROSSWALK LANDSBEFORE OR WITHIN DRIVE AISLE.4'VARIES NEVERLESS THAN 9'VARIESNEVER LESSTHAN 9'4'36'36'20'61'36'NO SIGN WITHIN4'X9' AREACROSSWALKLEADING EDGENO SIGN WITHIN4'X9' AREANO SIGNWITHIN4'X9' AREANO SIGNS WITHIN4'X9' AREANO SIGN WITHIN4'X9' AREANO SIGN WITHIN4'X9' AREANO SIGNWITHIN4'X9' AREANO STOP SIGNSWITHIN 4'OFFSET FROMDRIVE AISLENO STOP SIGNS WITHIN 4'OFFSET FROM DRIVE AISLENO STOP SIGNSWITHIN 4' OFFSETFROM DRIVE AISLENO STOP SIGNSWITHIN 4' OFFSETFROM DRIVE AISLENO STOP SIGNS WITHIN 4'OFFSET FROM DRIVE AISLENO STOP SIGNS WITHIN 4'OFFSET FROM DRIVE AISLECROSSWALKLEADING EDGE4'VARIESNEVER LESSTHAN 9'NO SIGN WITHIN4'X9' AREACROSSWALKLEADING EDGENO STOP SIGNSWITHIN 4' OFFSETFROM DRIVE AISLESEE ADDITIONALNOTE "B" BELOWADDITIONAL NOTES FOR INSET "C":A.IF CROSSWALK LEADING EDGE IS LESS THANHALF WAY ACROSS THE DRIVE AISLE, THECROSSWALK SIGN WILL LAG THE LEADING EDGE.B.IF CROSSWALK LEADING EDGE IS BEYOND HALFWAY ACROSS THE DRIVE AISLE, THE CROSSWALKSIGN WILL LEAD THE LEADING EDGE.SEE ADDITIONALNOTE "A" BELOWSIGN LOCATION AND VESTIBULE CROSSWALK STRIPINGNOTE:SIGNS SHALL HAVEDIAMOND GRADE, ASTMTYPE XI, SHEETING.AT CROSSWALKSAT INTERSECTIONSAT INTERSECTIONSAT INTERSECTIONSAT CROSSWALKS6" WHITE STRIPES24" O.C. (TYP.)8" WHITE STRIPE(TYP. EACH SIDE)MATCH EXISTINGMATCH EXISTING NOTES:1.MARKINGS FOR STREET SHALL BE ACCORDING TO LOCALCODE REQUIREMENTS AND AS OUTLINED IN SECTION3B.18 OF THE MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES FOR STREETS AND HIGHWAYS.2.MARKINGS WITHIN PRIVATE PARKING LOT SHALL BE PERTHIS DETAIL.3.THESE MARKINGS ARE TO BE PAINTED RETROREFLECTIVEWHITE.W/ LONGITUDINAL STRIPESN.T.S.CROSSWALK MARKING(MODIFIED)PAINTEDTRAFFIC WHITE6"8" TYP. 7'-4"2'-0" TYP.N.T.S.OGP CROSSWALK MARKINGSHEET:SHEET TITLE:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTS STIPULATION FOR REUSE PROTO:JOB NUMBER:20230491 THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT: BOYNTON BEACH, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 08/12/24 SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.08/12/24STORE NO: 02789 - 245 20801/26/24BOYNTON BEACH, FL 3200 OLD BOYNTON RD.ISSUE BLOCKBEHEDJP (407) 661-9100 F (407) 661-9101 c-p.comFlorida Corporate Certificate #AA C000526 2600 Maitland Center Parkway Suite #200 Maitland, FL 32751Know what'sbelow.before you dig.CallRFOR CONSTRUCTIONSOLID ARROW PAVEMENT MARKINGSN.T.S.NOTES:1.WORDS AND ARROWS SHALL BEAPPLIED IN ACCORDANCE WITHSECTION 3B.20 OF THE MANUALON UNIFORM TRAFFIC CONTROLDEVICES FOR STREETS ANDHIGHWAYS.2.THESE WORDS ARE TO BE PAINTED"RETROREFLECTIVE WHITE WITHGLASS BEADS", PERSPECIFICATIONS, WHEN AT EXITSFROM PARKING LOT TO PUBLICSTREETS.SOLID ARROW MARKINGS1'-4"8'-0"1'-4"1'-4"1'-4"4"4"4"8'-0"6'-0"10'-0" 8'-0"6'-0"7'-3"AS INDICATED ON PLANSAS INDICATED ON PLANS"ONLY" PAVEMENT MARKINGPAINTED "RETROREFLECTIVE WHITE"13'-0"N.T.S.NOTES:1.ARROWS SHALL BE APPLIED INACCORDANCE WITH SECTION 3B.20OF THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES FORSTREETS AND HIGHWAYS.2.OPEN ARROWS SHALL CONSIST OFA 4" PERIMETER STRIPE.AS INDICATED ON PLANSPAINTED "WHITE"OPEN ARROW MARKINGSOPEN ARROW PAVEMENT MARKINGS(MODIFIED)1'-0"6'-4"4"FACE OF CURBPICKUP PARKING SIGNAGECENTERED BETWEEN STRIPES.WALMART FURNISHED,CONTRACTOR INSTALLED.CENTER SIGN IN PARKING STALL.REF SITE PLAN BASE DETAILS18.5'MATCH EXISTING STALL LENGTH 3'-0"MIN9.5'TYPNOTE TO CONTRACTOR:INSTALL SEAL COAT ON EXISTING ASPHALT PAVING ATANY STRIPED AREA THAT IS PART OF THE PICKUPSCOPE OF WORK. FOR EXISTING CONCRETESURFACES, G.C. TO PREPARE SURFACE FOR PAINTONLY.G.C. TO SEAL COATSTRIPING PER SPECSECTION 02787REF SP14"TYPN.T.S.PARKING STALL 18' MATCH COLOR OF EXISTINGSTRIPING IN PARKING LOTSTALLS IN PARKING LOT(ONLY YELLOW OR WHITE)508/29/20255ADD #111/17/20257CCD #277TYPICAL LIGHTING POLE BASE DETAILN.T.S.WAL-MART LIGHT BASE DETAILN.T.S.03/05/202610CCD #51010APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDPlanning & Zoning DivisionProject #: ___________________________2025.09.6138March 20, 2026 D2.0DETAILSHEET03/16/20NOTE:1.WORDS AND LINES SHALL BE APPLIED INACCORDANCE WITH SECTIONS 3B.16 AND3B.20 OF THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES FOR STREETSAND HIGHWAYS.2.THESE WORDS AND BAR ARE TO BE PAINTED"WHITE" WHEN IN PARKING LOT AND"RETROREFLECTIVE WHITE WITH GLASSBEADS", PER SPECIFICATIONS, WHEN ATEXITS FROM PARKING LOT TO PUBLICSTREETS.N.T.S.STOP PAVEMENT MARKINGS - PARKING LOTWHERE INTERSECTING DRIVES ARE AT 90°WITH STOP SIGN(AS SHOWN ON PLANS)SEE PLAN4"STROKE WIDTH4" (TYP.)4"4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4"12"EDGE OF CROSSWALK OR INTERSECTING TRAVEL WAY4'-0"STOP BARSTOP SIGN (TYP.)36"X36" AT HIGHWAY/STREETINTERSECTIONS30"X30" WITHIN PARKING LOT20'4" WIDE DOUBLE SOLIDYELLOW STRIPE (AS SHOWNON PLANS)4'-0" MIN.90° PARKING60° PARKING - ONE-WAY DRIVE AISLE60° PARKING - TWO-WAY DRIVE AISLECENTERLINE OF TWO-WAYDRIVE AISLETEXT CENTEREDON DRIVE AISLESTOP BAR EXTENDSTHE ENTIRE WIDTHOF DRIVE AISLE4'-0" MIN.4'-0" MIN.4'-0"4'-0" MIN.4'-0"4'-0"STOP SIGNSTOP SIGNSTOP SIGNSTOP BAR EXTENDSTO THE CENTERLINEOF THE DRIVE AISLESTOP BAR EXTENDSTO THE CENTERLINEOF THE DRIVE AISLE4'-0" MIN.8"4'-0"4'-0"4'-0"NOTE:1.WORDS AND LINES SHALL BE APPLIED INACCORDANCE WITH SECTIONS 3B.16 AND3B.20 OF THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES FOR STREETSAND HIGHWAYS.2.THESE WORDS AND BAR ARE TO BE PAINTED"WHITE" WHEN IN PARKING LOT AND"RETROREFLECTIVE WHITE WITH GLASSBEADS", PER SPECIFICATIONS, WHEN ATEXITS FROM PARKING LOT TO PUBLICSTREETS.N.T.S.STOP PAVEMENT MARKINGS - PARKING LOTWHERE INTERSECTING DRIVES ARE AT 90°WITHOUT STOP SIGN(AS SHOWN ON PLANS)SEE PLAN4"STROKE WIDTH4" (TYP.)4"4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4"12"4'-0"STOP BAR20'4" WIDE DOUBLE SOLIDYELLOW STRIPE (AS SHOWNON PLANS)90° PARKING60° PARKING - ONE-WAY DRIVE AISLE60° PARKING - TWO-WAY DRIVE AISLECENTERLINE OF TWO-WAYDRIVE AISLETEXT CENTEREDON DRIVE AISLESTOP BAR EXTENDSTHE ENTIRE WIDTHOF DRIVE AISLE03/16/20STOP BAR EXTENDSTO THE CENTERLINEOF THE DRIVE AISLEEDGE OF CROSSWALK OR INTERSECTING TRAVEL WAYSTOP BAR EXTENDSTO THE CENTERLINEOF THE DRIVE AISLE4'-0"4'-0"4'-0"8"03/16/20NOTE:1.WORDS AND LINES SHALL BE APPLIED INACCORDANCE WITH SECTIONS 3B.16 AND3B.20 OF THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES FOR STREETSAND HIGHWAYS.2.THESE WORDS AND BAR ARE TO BE PAINTED"WHITE" WHEN IN PARKING LOT AND"RETROREFLECTIVE WHITE WITH GLASSBEADS", PER SPECIFICATIONS, WHEN ATEXITS FROM PARKING LOT TO PUBLICSTREETS.N.T.S.STOP PAVEMENT MARKINGS - PARKING LOTWHERE INTERSECTING DRIVES ARE NOT AT 90°WITH STOP SIGN(AS SHOWN ON PLANS)SEE PLAN4"STROKE WIDTH4" (TYP.)4"4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4" 1 2 "EDGE OF CROSSWALK OR INTERSECTING TRAVEL WAY4' - 0 "STOP BARSTOP SIGN (TYP.)36"X36" AT HIGHWAY/STREETINTERSECTIONS30"X30" WITHIN PARKING LOT20'4" WIDE DOUBLE SOLIDYELLOW STRIPE (AS SHOWNON PLANS)4'-0" MIN.90° PARKING60° PARKING - ONE-WAY DRIVE AISLE60° PARKING - TWO-WAY DRIVE AISLECENTERLINE OF TWO-WAYDRIVE AISLETEXT CENTEREDON DRIVE AISLE4'-0" MIN.4'-0" MIN.4' - 0 "4'-0" MIN.STOP SIGNSTOP SIGNSTOP SIGNSTOP BAR EXTENDSTO THE CENTERLINEOF THE DRIVE AISLE4'- 0 " M I N .8"4' - 0 " 4' - 0 "STOP BAR EXTENDSTO THE CENTERLINEOF THE DRIVE AISLE4' - 0 " 4' - 0 "STOP BAR EXTENDSTO THE CENTERLINEOF THE DRIVE AISLE4' - 0 "03/16/20NOTE:1.WORDS AND LINES SHALL BE APPLIED INACCORDANCE WITH SECTIONS 3B.16 AND3B.20 OF THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES FOR STREETSAND HIGHWAYS.2.THESE WORDS AND BAR ARE TO BE PAINTED"WHITE" WHEN IN PARKING LOT AND"RETROREFLECTIVE WHITE WITH GLASSBEADS", PER SPECIFICATIONS, WHEN ATEXITS FROM PARKING LOT TO PUBLICSTREETS.N.T.S.SEE PLAN4"STROKE WIDTH4" (TYP.)4"4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4" 1 2 "EDGE OF CROSSWALK OR INTERSECTING TRAVEL WAY4' - 0 "STOP BAR20'4" WIDE DOUBLE SOLIDYELLOW STRIPE (AS SHOWNON PLANS)90° PARKING60° PARKING - ONE-WAY DRIVE AISLE60° PARKING - TWO-WAY DRIVE AISLECENTERLINE OF TWO-WAYDRIVE AISLETEXT CENTEREDON DRIVE AISLESTOP BAR EXTENDSTO THE CENTERLINEOF THE DRIVE AISLE8"4' - 0 "STOP BAR EXTENDSTO THE CENTERLINEOF THE DRIVE AISLE4' - 0 "STOP BAR EXTENDSTO THE CENTERLINEOF THE DRIVE AISLE4' - 0 "STOP PAVEMENT MARKINGS - PARKING LOTWHERE INTERSECTING DRIVES ARE NOT AT 90°WITHOUT STOP SIGN(AS SHOWN ON PLANS)N.T.S.90° PARKING60° PARKING - ONE-WAY DRIVE AISLE60° PARKING - TWO-WAY DRIVE AISLETEXT CENTEREDON DRIVE AISLESTOP BAR EXTENDSTO THE CENTERLINEOF THE DRIVE AISLE4'-0"STOP BAR EXTENDSTO THE CENTERLINEOF THE DRIVE AISLE4'-0"STOP BAR EXTENDSTO THE CENTERLINEOF THE DRIVE AISLE4'-0"STOP PAVEMENT MARKINGS - PARKING LOTWHERE INTERSECTING DRIVES ARE NOT AT 90°WITH STOP SIGN(AS SHOWN ON PLANS)4'-0" MIN.STOP SIGN4'-0"4'-0" MIN.STOP SIGN4'-0"4'-0" MIN.STOP SIGN4'-0"NOTE:1.WORDS AND LINES SHALL BE APPLIED INACCORDANCE WITH SECTIONS 3B.16 AND3B.20 OF THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES FOR STREETSAND HIGHWAYS.2.THESE WORDS AND BAR ARE TO BE PAINTED"WHITE" WHEN IN PARKING LOT AND"RETROREFLECTIVE WHITE WITH GLASSBEADS", PER SPECIFICATIONS, WHEN ATEXITS FROM PARKING LOT TO PUBLICSTREETS.SEE PLAN4"STROKE WIDTH4" (TYP.)4"4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4"12"EDGE OF CROSSWALK OR INTERSECT ING TRAVEL WAY4'-0"STOP BAR20'4" WIDE DOUBLE SOLIDYELLOW STRIPE (AS SHOWNON PLANS)CENTERLINE OF TWO-WAYDRIVE AISLE8"03/16/20STOP SIGN (TYP.)36"X36" AT HIGHWAY/STREETINTERSECTIONS30"X30" WITHIN PARKING LOT4'-0" MIN.4'-0" MIN.N.T.S.STOP PAVEMENT MARKINGS - PARKING LOTWHERE INTERSECTING DRIVES ARE NOT AT 90°WITHOUT STOP SIGN(AS SHOWN ON PLANS)90° PARKING60° PARKING - ONE-WAY DRIVE AISLE60° PARKING - TWO-WAY DRIVE AISLETEXT CENTEREDON DRIVE AISLESTOP BAR EXTENDSTO THE CENTERLINEOF THE DRIVE AISLE4'-0"STOP BAR EXTENDSTO THE CENTERLINEOF THE DRIVE AISLE4'-0"STOP BAR EXTENDSTO THE CENTERLINEOF THE DRIVE AISLE4'-0"NOTE:1.WORDS AND LINES SHALL BE APPLIED INACCORDANCE WITH SECTIONS 3B.16 AND3B.20 OF THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES FOR STREETSAND HIGHWAYS.2.THESE WORDS AND BAR ARE TO BE PAINTED"WHITE" WHEN IN PARKING LOT AND"RETROREFLECTIVE WHITE WITH GLASSBEADS", PER SPECIFICATIONS, WHEN ATEXITS FROM PARKING LOT TO PUBLICSTREETS.03/16/20SEE PLAN4"STROKE WIDTH4" (TYP.)4"4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4"12"EDGE OF CROSSWALK OR INTERSECT ING TRAVEL WAY4'-0"STOP BAR20'4" WIDE DOUBLE SOLIDYELLOW STRIPE (AS SHOWNON PLANS)CENTERLINE OF TWO-WAYDRIVE AISLE8"SHEET:SHEET TITLE:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTS STIPULATION FOR REUSE PROTO:JOB NUMBER:20230491 THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT: BOYNTON BEACH, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 08/12/24 SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.08/12/24STORE NO: 02789 - 245 20801/26/24BOYNTON BEACH, FL 3200 OLD BOYNTON RD.ISSUE BLOCKBEHEDJP (407) 661-9100 F (407) 661-9101 c-p.comFlorida Corporate Certificate #AA C000526 2600 Maitland Center Parkway Suite #200 Maitland, FL 32751Know what'sbelow.before you dig.CallRFOR CONSTRUCTION508/29/20255ADD #1APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDPlanning & Zoning DivisionProject #: ___________________________2025.09.6138March 20, 2026 WV 1511141012910SAN MHRIM EL. = 13.81'MHRIM EL. = 13.78'MHRIM EL. = 13.90'MHRIM EL. = 13.87'C/OC/OC/O122218WMELEC.10145FD C/OC/O C/OMHRIM EL. = 14.58'MHRIM EL. = 14.61'MHRIM EL. = 14.61'MH WVWVWVWV SSWM WM WM WMWMWMWMWMWMWMWMWMELEC.10145MHMHMH1511141012910122218FDWVSANMHMHMHMHC/OC/OC/OWMFDC/OC/OC/OMHWVWVWVWV7RM15ZP36LMEXISTING 14" OAK TREE TO BE REMOVED ANDMITIGATION TO BE PAID INTO TREE FUND.LP-1NORTHKNOW WHAT ' S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.www.callsunshine.comRLANDSCAPEPLANSHEET:SHEET TITLE:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTS STIPULATION FOR REUSE PROTO:JOB NUMBER:20230491 THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT: BOYNTON BEACH, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 08/12/24 SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.09/13/24STORE NO: 02789 - 245 20801/26/24BOYNTON BEACH, FL 3200 OLD BOYNTON RD.ISSUE BLOCKKBMBP (407) 661-9100 F (407) 661-9101 c-p.comFlorida Corporate Certificate #AA C000526 2600 Maitland Center Parkway Suite #200 Maitland, FL 32751Scale 1" = 10'5'20'10'0'NOTE: PRINTED DRAWING SIZEMAY HAVE CHANGED FROMORIGINAL. VERIFY SCALE USINGBAR SCALE ABOVE.PLANTING LEGENDBOTANIC NAMESYMBOLCOMMON NAMEMIN. SIZESPACINGQUANTITYNATIVESHRUBS AND GROUNDCOVERSTREESDROUGHT TOLERANT0-------3624" o.c.Liriope1 Gal., 8-10 pips/pot, 15" ht. minLiriope muscari 'Emerald Goddess'LMNOYES736" o.c.Majestic Beauty Indian Hawthorn24" ht. max Rhaphiolepis Indica RMYESYES1536" o.c.CoontieZamia integrifoliaZPYESGENERAL GRADING AND PLANTING NOTES1.ALL PLANT MATERIAL SHALL BE FLORIDA NO. 1 OR BETTER ACCORDING TO GRADESAND STANDARDS FOR NURSERY PLANTS, CURRENT EDITION AT TIME OFINSTALLATION.2.BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK,THE CONTRACTOR CONFIRMS THAT HE HAS READ, AND WILL COMPLY WITH, THEASSOCIATED NOTES, SPECIFICATIONS, AND DETAILS WITH THIS PROJECT.3.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTINGVEGETATION (EXCEPT WHERE NOTED TO REMAIN).4.IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE"REFERS TO THE FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) ASINDICATED ON THE GRADING PLANS.a.BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFYTHAT THE ROUGH GRADES OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OFFINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ONTURF AREA AND PLANTING BED PREPARATION.b.CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS,AND CONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THEGEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVEDRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED INTHE REPORT AND ON THE GRADING PLANS, AND AREAS OF POTENTIALPONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDINGGRADES AND ELIMINATE PONDING POTENTIAL.c.THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THEEXPORT OF ANY SOIL WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGHGRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED(BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TOBE ESTABLISHED.d.ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENTTO WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOILAMENDMENTS, IS 3" BELOW THE ADJACENT FINISH SURFACE, IN ORDER TOALLOW FOR PROPER MULCH DEPTH. TAPER THE SOIL SURFACE TO MEETFINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY18" AWAY FROM THE WALKS.e.ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENTTO WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOILAMENDMENTS, IS 1" BELOW THE FINISH SURFACE OF THE WALKS. TAPERTHE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADINGPLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS.f.SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THEGRADING PLANS, GEOTECHNICAL REPORT, THESE NOTES AND PLANS, ANDACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCHITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERALCONTRACTOR, AND OWNER.5.ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BEVERIFIED WITH THE LANDSCAPE ARCHITECT OR DESIGNER PRIOR TO PLANTING.THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THEPERMITTING AUTHORITY ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTINGMETHODS, TREE PROTECTION METHODS, ETC.).a.THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANTQUANTITIES; PLANT QUANTITIES SHOWN ON LEGENDS AND CALLOUTS AREFOR GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCYBETWEEN THE PLAN AND THE PLANT LEGEND, THE PLANT QUANTITY ASSHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR CALLOUT (FORGROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE.b.NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUTTHE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF SOME OF THEPLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFYTHE LANDSCAPE ARCHITECT IN WRITING (VIA PROPER CHANNELS).c.THE CONTRACTOR SHALL, AT A MINIMUM, PROVIDE REPRESENTATIVEPHOTOS OF ALL PLANTS PROPOSED FOR THE PROJECT. THE CONTRACTORSHALL ALLOW THE LANDSCAPE ARCHITECT AND THE OWNER/OWNER'SREPRESENTATIVE TO INSPECT, AND APPROVE OR REJECT, ALL PLANTSDELIVERED TO THE JOBSITE. REFER TO SPECIFICATIONS FOR ADDITIONALREQUIREMENTS FOR SUBMITTALS.6.THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITIONFOR 90 DAYS AFTER ACCEPTANCE BY THE OWNER. REFER TO SPECIFICATIONSFOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD,AND FOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD.7.SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS.THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY-PLANTED TREESTHAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALLBE "CENTURY" OR "DEEP-ROOT" 24" DEEP PANELS (OR EQUAL). BARRIERS SHALL BELOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. INSTALL PANELS PERMANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THECONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THEROOTBALL.ROOT BARRIERSMULCHESAFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3" THICK LAYER OF1-1/2" SHREDDED WOOD MULCH, NATURAL (UNDYED), OVER LANDSCAPE FABRIC IN ALLPLANTING AREAS (EXCEPT FOR TURF AND SEEDED AREAS). CONTRACTOR SHALLSUBMIT SAMPLES OF ALL MULCHES TO LANDSCAPE ARCHITECT AND OWNER FORAPPROVAL PRIOR TO CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND SHALL BELEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED(SUBJECT TO THE CONDITIONS AND REQUIREMENTS OF THE "GENERAL GRADING ANDPLANTING NOTES" AND SPECIFICATIONS).CONTRACTOR SHALL ATTACH DRIP IRRIGATION TOEXISTING IRRIGATION SYSTEM. ADD ADDITIONALZONE VALVES AS NECESSARY (TYP.)PR#19/13/241ADD#18/29/252222FL LA 6666711National Presence. Local Expertise.EVERGREEN DESIGN GROUP800.680.6630www.evergreendesigngroup.com24" ht. maxYESCDD#312/22/25355CDD#503/05/265APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDPlanning & Zoning DivisionProject #: ___________________________2025.09.6138March 20, 2026 PLANT SPACINGSCALE: NTSD4X2X3215674123SHRUB, PERENNIAL, OR ORNAMENTAL GRASS.MULCH, TYPE AND DEPTH PER PLANS. PLACE NOMORE THAN 1" OF MULCH WITHIN 6" OF PLANTCENTER.FINISH GRADE.BACKFILL. AMEND AND FERTILIZE ONLY ASRECOMMENDED IN SOIL FERTILITY ANALYSIS.ROOT BALL.UNDISTURBED NATIVE SOIL.3" HIGH EARTHEN WATERING BASIN.567SHRUB AND PERENNIAL PLANTINGSCALE: NTSCPLANT CENTER (TYP.)EQUAL EQUALE Q U A LEDGE OF PLANTING AREAEQUALNOTE: ALL PLANTS SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING (EXCEPT WHERE SHOWN ON PLANS ASINFORMAL GROUPINGS). REFER TO PLANT LEGEND FOR SPACING DISTANCE BETWEEN PLANTS.1) STEP 1: DETERMINE TOTAL PLANTS FOR THE AREA WITH THE FOLLOWING FORMULA:TOTAL AREA / AREA DIVIDER = TOTAL PLANTSPLANT SPACINGAREA DIVIDERPLANT SPACINGAREA DIVIDER6"0.2218"1.958"0.3924"3.4610"0.6030"5.4112"0.8736"7.7915"1.352) STEP 2: SUBTRACT THE ROW (S) OF PLANTS THAT WOULD OCCUR AT THE EDGE OF THE PLANTED AREA WITHTHE FOLLOWING FORMULA: TOTAL PERIMETER LENGTH / PLANT SPACING = TOTAL PLANT SUBTRACTIONEXAMPLE: PLANTS AT 18" O.C. IN 100 SF PLANTING AREA, 40 LF PERIMETERSTEP 1: 100 SF/1.95 = 51 PLANTSSTEP 2: 51 PLANTS - (40 LF / 1.95 = 21 PLANTS) = 30 PLANTS TOTALROOT BARRIER - PLAN VIEWSCALE: NOT TO SCALEATYPICAL CURB AND GUTTERTYPICAL PLANTING AREALINEAR ROOT BARRIER MATERIAL. SEEPLANTING NOTES FOR TYPE ANDMANUFACTURER. INSTALL PERMANUFACTURER'S SPECIFICATIONS.TREE CANOPYTREE TRUNKTYPICAL WALKWAY OR PAVING1234561423565'5'5'5'OPEN LANDSCAPETO 10'PARKWAYOR ISLANDNOTES:1)INSTALL ROOT BARRIERS NEAR ALLNEWLY-PLANTED TREES THAT ARE LOCATEDWITHIN FIVE (5) FEET OF PAVING OR CURBS.2)BARRIERS SHALL BE LOCATED IMMEDIATELYADJACENT TO HARDSCAPE. UNDER NOCIRCUMSTANCES SHALL THE CONTRACTORUSE ROOT BARRIERS OF A TYPE THATCOMPLETELY ENCIRCLE THE ROOTBALL.PLANTING SPECIFICATIONSGENERALA.QUALIFICATIONS OF LANDSCAPE CONTRACTOR1.ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRMSPECIALIZING IN LANDSCAPE PLANTING.2.A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BEREQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES.3.THE LANDSCAPE CONTRACTOR SHALL HOLD A VALID CONTRACTOR'S LICENSE ISSUED BYTHE APPROPRIATE LOCAL JURISDICTION.B.SCOPE OF WORK1.WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALLMATERIALS, LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES AND ANY OTHER ITEMS THATARE NECESSARY FOR THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK,SPECIFIED HEREIN AND / OR SHOWN ON THE LANDSCAPE PLANS, NOTES, AND DETAILS.2.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODESAND REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK,INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCALAUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS.3.THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUNDUTILITY LINES (WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.)PRIOR TO THE START OF ANY WORK.PRODUCTSA.ALL MANUFACTURED PRODUCTS SHALL BE NEW.B.CONTAINER AND BALLED-AND-BURLAPPED PLANTS:1.FURNISH NURSERY-GROWN PLANTS COMPLYING WITH ANSI Z60.1-2014. PROVIDEWELL-SHAPED, FULLY BRANCHED, HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS,EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, ANDDISFIGUREMENT. ALL PLANTS WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BEOF A FORM TYPICAL FOR THE SPECIES. ALL TREES SHALL BE OBTAINED FROM SOURCESWITHIN 200 MILES OF THE PROJECT SITE, AND WITH SIMILAR CLIMACTIC CONDITIONS.2.ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED ROOT SYSTEMS,NON-POT-BOUND, FREE FROM ENCIRCLING AND/OR GIRDLING ROOTS, AND FREE FROM ANYOTHER ROOT DEFECTS (SUCH AS J-SHAPED ROOTS).3.ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BEIMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTABLEPLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY PLANTSAPPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BEACCEPTED. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE THE SOLE JUDGES AS TOTHE ACCEPTABILITY OF PLANT MATERIAL.4.ANY SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF THE ROOT BALL, SO THATTHE ROOT FLARE HAS BEEN COMPLETELY COVERED, SHALL BE REJECTED.C.TOPSOIL: SANDY TO CLAY LOAM TOPSOIL, FREE OF STONES LARGER THAN ½ INCH, FOREIGNMATTER, PLANTS, ROOTS, AND SEEDS.D.COMPOST: WELL-COMPOSTED, STABLE, AND WEED-FREE ORGANIC MATTER, pH RANGE OF 5.5 TO8; MOISTURE CONTENT 35 TO 55 PERCENT BY WEIGHT; 100 PERCENT PASSING THROUGH 3/4-INCHSIEVE; SOLUBLE SALT CONTENT OF 5 TO 10 DECISIEMENS/M; NOT EXCEEDING 0.5 PERCENT INERTCONTAMINANTS AND FREE OF SUBSTANCES TOXIC TO PLANTINGS. NO MANURE ORANIMAL-BASED PRODUCTS SHALL BE USED.E.FERTILIZER: GRANULAR FERTILIZER CONSISTING OF NITROGEN, PHOSPHORUS, POTASSIUM, ANDOTHER NUTRIENTS IN PROPORTIONS, AMOUNTS, AND RELEASE RATES RECOMMENDED IN A SOILREPORT FROM A QUALIFIED SOIL-TESTING AGENCY (SEE BELOW).F.MULCH: SIZE AND TYPE AS INDICATED ON PLANS, FREE FROM DELETERIOUS MATERIALS ANDSUITABLE AS A TOP DRESSING OF TREES AND SHRUBS.G.PRE-EMERGENT HERBICIDES: ANY GRANULAR, NON-STAINING PRE-EMERGENT HERBICIDE THATIS LABELED FOR THE SPECIFIC ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED.PRE-EMERGENT HERBICIDES SHALL BE APPLIED PER THE MANUFACTURER'S LABELED RATES.METHODSA.SOIL PREPARATION1.BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADEOF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. THE CONTRACTOR SHALLNOTIFY THE OWNER IMMEDIATELY SHOULD ANY DISCREPANCIES EXIST.2.SOIL TESTING:a.AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOILSAMPLES FROM THE PROJECT'S LANDSCAPE AREAS TESTED BY AN ESTABLISHEDSOIL TESTING LABORATORY. EACH SAMPLE SUBMITTED TO THE LAB SHALL CONTAINNO LESS THAN ONE QUART OF SOIL, TAKEN FROM BETWEEN THE SOIL SURFACE AND6" DEPTH. IF NO SAMPLE LOCATIONS ARE INDICATED ON THE PLANS, THECONTRACTOR SHALL TAKE A MINIMUM OF THREE SAMPLES FROM VARIOUSREPRESENTATIVE LOCATIONS FOR TESTING.b.THE CONTRACTOR SHALL HAVE THE SOIL TESTING LABORATORY PROVIDE RESULTSFOR THE FOLLOWING: SOIL TEXTURAL CLASS, GENERAL SOIL FERTILITY, pH,ORGANIC MATTER CONTENT, SALT (CEC), LIME, SODIUM ADSORPTION RATIO (SAR)AND BORON CONTENT.c.THE CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THELABORATORY ALONG WITH THE SOIL SAMPLES.d.THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAINRECOMMENDATIONS FOR THE FOLLOWING (AS APPROPRIATE): SEPARATE SOILPREPARATION AND BACKFILL MIX RECOMMENDATIONS FOR GENERAL ORNAMENTALPLANTS, XERIC PLANTS, TURF, AND NATIVE SEED, AS WELL AS PRE-PLANT FERTILIZERAPPLICATIONS AND RECOMMENDATIONS FOR ANY OTHER SOIL RELATED ISSUES.THE REPORT SHALL ALSO PROVIDE A FERTILIZER PROGRAM FOR THEESTABLISHMENT PERIOD AND FOR LONG-TERM MAINTENANCE.3.THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILSREPORT RECOMMENDATIONS. ANY CHANGE IN COST DUE TO THE SOIL REPORTRECOMMENDATIONS, EITHER INCREASE OR DECREASE, SHALL BE SUBMITTED TO THEOWNER WITH THE REPORT.4.FOR BIDDING PURPOSES ONLY, THE SOIL PREPARATION SHALL CONSIST OF THEFOLLOWING:a.TURF: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BYMEANS OF ROTOTILLING AFTER CROSS-RIPPING:i.NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F.ii.PREPLANT TURF FERTILIZER (10-20-10 OR SIMILAR, SLOW RELEASE, ORGANIC) - 15 LBSPER 1,000 S.F.iii."CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATEb.SHRUBS, AND PERENNIALS: INCORPORATE THE FOLLOWING AMENDMENTS INTO THETOP 8" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS-RIPPING:i.NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F.ii.12-12-12 FERTILIZER (OR SIMILAR, ORGANIC, SLOW RELEASE) - 10 LBS. PER CU. YD.iii."CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATEiv.IRON SULPHATE - 2 LBS. PER CU. YD.5.IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERSTO THE FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ONTHE GRADING PLANS.a.BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THEROUGH GRADES OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE.SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA ANDPLANTING BED PREPARATION.b.CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, ANDCONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICALREPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROMSTRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THEGRADING PLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TOBLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL.c.THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORTOF ANY SOIL WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED,THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST, PERSPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED.d.ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENT TOWALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 3"BELOW THE ADJACENT FINISH SURFACE, IN ORDER TO ALLOW FOR PROPER MULCHDEPTH. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THEGRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS.e.SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADINGPLANS, GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUALCONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THEATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER.6.ONCE SOIL PREPARATION IS COMPLETE, THE LANDSCAPE CONTRACTOR SHALL ENSURETHAT THERE ARE NO DEBRIS, TRASH, OR STONES LARGER THAN 1" REMAINING IN THE TOP6" OF SOIL.B.SUBMITTALS1.THE CONTRACTOR SHALL PROVIDE SUBMITTALS AND SAMPLES, IF REQUIRED, TO THELANDSCAPE ARCHITECT, AND RECEIVE APPROVAL IN WRITING FOR SUCH SUBMITTALSBEFORE WORK COMMENCES.2.SUBMITTALS SHALL INCLUDE PHOTOS OF PLANTS WITH A RULER OR MEASURING STICK FORSCALE, PHOTOS OR SAMPLES OF ANY REQUIRED MULCHES, AND SOIL TEST RESULTS ANDPREPARATION RECOMMENDATIONS FROM THE TESTING LAB (INCLUDING COMPOST ANDFERTILIZER RATES AND TYPES, AND OTHER AMENDMENTS FOR TREE/SHRUB, TURF, ANDSEED AREAS AS MAY BE APPROPRIATE).3.SUBMITTALS SHALL ALSO INCLUDE MANUFACTURER CUT SHEETS FOR PLANTINGACCESSORIES SUCH AS EDGING AND LANDSCAPE FABRICS (IF ANY).4.WHERE MULTIPLE ITEMS ARE SHOWN ON A PAGE, THE CONTRACTOR SHALL CLEARLYINDICATE THE ITEM BEING CONSIDERED.C.GENERAL PLANTING1.REMOVE ALL NURSERY TAGS AND STAKES FROM PLANTS.2.EXCEPT IN AREAS TO BE PLANTED WITH ORNAMENTAL GRASSES, APPLY PRE-EMERGENTHERBICIDES AT THE MANUFACTURER'S RECOMMENDED RATE.3.TRENCHING NEAR EXISTING TREES:a.CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHINTHE CRITICAL ROOT ZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALLPOSSIBLE CARE AND PRECAUTIONS TO AVOID INJURY TO TREE ROOTS, TRUNKS, ANDBRANCHES. THE CRZ IS DEFINED AS A CIRCULAR AREA EXTENDING OUTWARD FROMTHE TREE TRUNK, WITH A RADIUS EQUAL TO 1' FOR EVERY 1" OF TRUNKDIAMETER-AT-BREAST-HEIGHT (4.5' ABOVE THE AVERAGE GRADE AT THE TRUNK).b.ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NOMACHINE EXCAVATION OR TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THECRZ.c.ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER.WHERE TREE ROOTS 1-1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THEFIELD, TUNNEL UNDER SUCH ROOTS. WRAP EXPOSED ROOTS WITH SEVERAL LAYERSOF BURLAP AND KEEP MOIST. CLOSE ALL TRENCHES WITHIN THE CANOPY DRIP LINESWITHIN 24 HOURS.d.ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TOAIR-DRY. DO NOT USE ANY SORT OF SEALERS OR WOUND PAINTS.D.SHRUB, PERENNIAL, AND GROUNDCOVER PLANTING1.DIG THE PLANTING HOLES TWICE AS WIDE AND 2" LESS DEEP THAN EACH PLANT'SROOTBALL. INSTALL THE PLANT IN THE HOLE. BACKFILL AROUND THE PLANT WITH SOILAMENDED PER SOIL TEST RECOMMENDATIONS.2.WHEN PLANTING IS COMPLETE, INSTALL MULCH (TYPE AND DEPTH PER PLANS) OVER ALLPLANTING BEDS, COVERING THE ENTIRE PLANTING AREA.E.MULCH1.INSTALL MULCH TOPDRESSING, TYPE AND DEPTH PER MULCH NOTE, IN ALL PLANTINGAREAS AND TREE RINGS.2.MULCH COVER WITHIN 6" OF CONCRETE WALKS AND CURBS SHALL NOT PROTRUDE ABOVETHE FINISH SURFACE OF THE WALKS AND CURBS. MULCH COVER WITHIN 12" OF WALLSSHALL BE AT LEAST 3" LOWER THAN THE TOP OF WALL.F.CLEAN UP1.DURING LANDSCAPE PREPARATION AND PLANTING, KEEP ALL PAVEMENT CLEAN AND ALLWORK AREAS IN A NEAT, ORDERLY CONDITION.2.DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE.G.INSPECTION AND ACCEPTANCE1.UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THESITE CLEAN, FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THELANDSCAPE CONTRACTOR SHALL THEN REQUEST AN INSPECTION BY THE OWNER TODETERMINE FINAL ACCEPTABILITY.2.WHEN THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE CONTRACTDOCUMENTS, THE LANDSCAPE CONTRACTOR SHALL REPLACE AND/OR REPAIR THEREJECTED WORK TO THE OWNER'S SATISFACTION WITHIN 24 HOURS.3.THE LANDSCAPE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE LANDSCAPEWORK HAS BEEN RE-INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THATTIME, A WRITTEN NOTICE OF FINAL ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THEMAINTENANCE AND GUARANTEE PERIODS WILL COMMENCE.H.LANDSCAPE MAINTENANCE1.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALLWORK SHOWN ON THESE PLANS FOR 90 DAYS BEYOND FINAL ACCEPTANCE OF ALLLANDSCAPE WORK BY THE OWNER. LANDSCAPE MAINTENANCE SHALL INCLUDE WEEKLYSITE VISITS FOR THE FOLLOWING ACTIONS (AS APPROPRIATE): PROPER PRUNING,RESETTING OF PLANTS THAT HAVE SETTLED, WEEDING, TREATING FOR INSECTS ANDDISEASES, REPLACEMENT OF MULCH, REMOVAL OF LITTER, REPAIRS TO THE IRRIGATIONSYSTEM DUE TO FAULTY PARTS AND/OR WORKMANSHIP, AND THE APPROPRIATEWATERING OF ALL PLANTINGS. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THEIRRIGATION SYSTEM IN PROPER WORKING ORDER, WITH SCHEDULING ADJUSTMENTS BYSEASON TO MAXIMIZE WATER CONSERVATION.2.TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD, ALL OF THEFOLLOWING CONDITIONS MUST OCCUR:a.THE LANDSCAPE SHALL SHOW ACTIVE, HEALTHY GROWTH (WITH EXCEPTIONS MADEFOR SEASONAL DORMANCY). ALL PLANTS NOT MEETING THIS CONDITION SHALL BEREJECTED AND REPLACED BY HEALTHY PLANT MATERIAL PRIOR TO FINALACCEPTANCE.b.ALL HARDSCAPE SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE.I.WARRANTY PERIOD, PLANT GUARANTEE AND REPLACEMENTS1.THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL SHRUBS, PERENNIALS, ANDIRRIGATION SYSTEMS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE OWNER'S FINALACCEPTANCE (90 DAYS FOR ANNUAL PLANTS). THE CONTRACTOR SHALL REPLACE, AT HISOWN EXPENSE AND TO THE SATISFACTION OF THE OWNER, ANY PLANTS WHICH DIE INTHAT TIME, OR REPAIR ANY PORTIONS OF THE IRRIGATION SYSTEM WHICH OPERATEIMPROPERLY.2.AFTER THE INITIAL MAINTENANCE PERIOD AND DURING THE GUARANTEE PERIOD, THELANDSCAPE CONTRACTOR SHALL ONLY BE RESPONSIBLE FOR REPLACEMENT OF PLANTSWHEN PLANT DEATH CANNOT BE ATTRIBUTED DIRECTLY TO OVERWATERING OR OTHERDAMAGE BY HUMAN ACTIONS.J.PROVIDE A MINIMUM OF (2) COPIES OF RECORD DRAWINGS TO THE OWNER UPON COMPLETIONOF WORK. A RECORD DRAWING IS A RECORD OF ALL CHANGES THAT OCCURRED IN THE FIELDAND THAT ARE DOCUMENTED THROUGH CHANGE ORDERS, ADDENDA, ORCONTRACTOR/CONSULTANT DRAWING MARKUPS.TREE PLANTINGSCALE: NOT TO SCALEB5674189111012PREVAILINGWINDSNOTES:1.SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING TREE.2.REMOVE EXCESS SOIL APPLIED ON TOP OF THE ROOTBALL THAT COVERS THEROOT FLARE. THE PLANTING HOLE DEPTH SHALL BE SUCH THAT THE ROOTBALLRESTS ON UNDISTURBED SOIL, AND THE ROOT FLARE IS 2"-4" ABOVE FINISHGRADE.3.FOR B&B TREES, CUT OFF BOTTOM 1/3 OF WIRE BASKET BEFORE PLACING TREE INHOLE, CUT OFF AND REMOVE REMAINDER OF BASKET AFTER TREE IS SET IN HOLE,REMOVE ALL NYLON TIES, TWINE, ROPE, AND OTHER PACKING MATERIAL. REMOVEAS MUCH BURLAP FROM AROUND ROOTBALL AS IS PRACTICAL.4.REMOVE ALL NURSERY STAKES AFTER PLANTING.5.FOR TREES 36" BOX/2.5" CAL. AND LARGER, USE THREE STAKES OR DEADMEN (ASAPPROPRIATE), SPACED EVENLY AROUND TREE.6.STAKING SHALL BE TIGHT ENOUGH TO PREVENT TRUNK FROM BENDING, BUTLOOSE ENOUGH TO ALLOW SOME TRUNK MOVEMENT IN WIND.123TREE CANOPY.CINCH-TIES (24" BOX/2" CAL. TREES AND SMALLER) OR12 GAUGE GALVANIZED WIRE WITH NYLON TREESTRAPS AT TREE AND STAKE (36" BOX/2.5" CAL. TREESAND LARGER). SECURE TIES OR STRAPS TO TRUNKJUST ABOVE LOWEST MAJOR BRANCHES.GREEN STEEL T-POSTS. EXTEND POSTS 12" MIN. INTOUNDISTURBED SOIL.24" X 3/4" P.V.C. MARKERS OVER WIRES.PRESSURE-TREATED WOOD DEADMAN, TWO PERTREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND18" MIN. INTO UNDISTURBED SOIL.MULCH, TYPE AND DEPTH PER PLANS. DO NOTPLACE MULCH WITHIN 6" OF TRUNK.FINISH GRADE.BACKFILL. AMEND AND FERTILIZE ONLY ASRECOMMENDED IN SOIL FERTILITY ANALYSIS.ROOT BALL.UNDISTURBED NATIVE SOIL.4" HIGH EARTHEN WATERING BASIN.TRUNK FLARE.CONIFEROUSTREEPREVAILINGWINDSSTAKING EXAMPLES (PLAN VIEW)2467891011143X ROOTBALL DIA.523512NON-CONIFEROUSTREE1313FINISH GRADE.1414MULCH BARRIER. IN AREAS WHERE THE GRADE SLOPES TOWARD THEFDOT RIGHT OF WAY, CONSTRUCT A 4" HIGH BERM TO CONTAINMULCH. NO MULCH MAY BE PLACED WHERE IT COULD WASH INTO THEFDOT RIGHT OF WAY.LP-2KNOW WHAT ' S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.www.callsunshine.comRLANDSCAPEDETAILS &SPECSSHEET:SHEET TITLE:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTS STIPULATION FOR REUSE PROTO:JOB NUMBER:20230491 THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT: BOYNTON BEACH, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 08/12/24 SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.09/13/24STORE NO: 02789 - 245 20801/26/24BOYNTON BEACH, FL 3200 OLD BOYNTON RD.ISSUE BLOCKKBMBP (407) 661-9100 F (407) 661-9101 c-p.comFlorida Corporate Certificate #AA C000526 2600 Maitland Center Parkway Suite #200 Maitland, FL 32751PR#19/13/241FL LA 6666711National Presence. Local Expertise.EVERGREEN DESIGN GROUP800.680.6630www.evergreendesigngroup.comADD#18/29/2522CDD#312/22/253CDD#503/05/265APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDPlanning & Zoning DivisionProject #: ___________________________2025.09.6138March 20, 2026 Page 1 of 1THIS IS A D SIZE SHEET. THE NOTED SCALE IS NOT VALID IF PRINTED AS ANY OTHER SIZE.Date:2/19/2026be greater. A more complete discussion of theuncertainties is available.ANSI / IES LS-6-20Lighting Science: Calculation of Light and its EffectsThe magnitude of the differences betweendetailed analysis methods and fieldmeasurements varies. In general, differencesof less than 20% can be expected, but in extremecases, where a calculation method cannot handlethe complexity of the lighting system, they mayProvided for:CURRENTDesigner: Joshua WatkinsDrawing #:Provided BY:Application Solution Centerapps@currentlighting.com6085 Parkland Blvd,Mayfield Heights OH 44124Walmart #2789 Boynton Beach, FL OPDA212629CEVOLVE LED AREA LIGHT (EALS) 5000K CCTMOUNTING HEIGHT AS INDICATEDAT EXISTING LUMINAIRE LOCATIONSTARGET: 1.5fc OPD Parking 1.5fc OPD Walkway10'x10' CALCULATION GRID SPACINGHORIZONTAL POINTS AT GRADE. VERTICAL POINTS AT 5' AFG.50,000 HOURS SHOWNWalmart #2789 Boynton Beach, FL OPD - A212629C.AGIADDITIONAL MATERIALL93 = OPERATING HOURS AT WHICH AN AVERAGE OF 8% OF INITIAL LUMENS HAVE BEEN LOST IN A TESTED POPULATION OF LED PLATFORMS.THE POPULATION STILL EMITS 93% OF INITIAL LUMENS. THE LUMINAIRE HAS NOT FAILED. IT IS STILL OPERATING WITH A REDUCED LIGHT OUTPUT.L96 = OPERATING HOURS AT WHICH AN AVERAGE OF 4% OF INITIAL LUMENS HAVE BEEN LOST IN A TESTED POPULATION OF LED PLATFORMS.THE POPULATION STILL EMITS 96% OF INITIAL LUMENS. THE LUMINAIRE HAS NOT FAILED. IT IS STILL OPERATING WITH A REDUCED LIGHT OUTPUT.IN COMPARISON, NON-LED LUMINAIRES ARE RATED WITH MEAN LUMENS MEASURED AT 40-50% OF RATED LIFE, DEPENDING ON TECHNOLOGY,AND RATED LIFE OF B50, WHERE B50 = OPERATING HOURS AT WHICH 50% OF A TESTED POPULATION OF LAMPS HAVE FAILED.PROPERTY LINES BASED OFF PROVIDED LIGHTING RETROFIT SURVEY AND GOOGLE EARTH PRO. CALCULATION AREAS TREATED AS OPEN ANDEMPTY. NO TREES ARE CONSIDERED IN THE DESIGN, ACTUAL VALUES MAY VARY FROM CALCULATED VALUES SHOWN.LED STATISTICS SHOWN ARE AT 50000 HOURS L93, & L96 RATING (~12 YEARS @ 12 HRS/DAY)Notes:This is a remodel request for the OPD area.Material with "exist" label is already installed on site and is included here as light contribution onlyAll other material is what is being added to increase the lighting in the OPD pick up area per request.Per city code, all new fixtures are 3000K CCT.Walmart's spec due tocity restrictionsThis design does not meetCalculation Summary Illuminance Foot-candlesLabelAvgMaxMinAvg/MinMax/MinOPD Parking3.104.32.01.552.15OPD Walkway3.184.41.03.184.40Property Line0.412.60.0N.A.Current Luminaire ScheduleProject: New materialSymbolQtyLabelN.A.Rear Drive3.40ArrangementLLFDescriptionArr. WattsArr. Lum. LumensBUG Rating [MANUFAC]2WC4_16SINGLE0.8371-EWAS010C4AF730N1FMBLCK mounted at 16ft567300B1-U0-G2CURRENT LIGHTING1D1K5_40D1800.8642-EALS045K5SM730NDD1BLCKF 37ft pole on 3ft base38258718B5-U0-G3CURRENT LIGHTING3D2H4_40ROTATED OPTICS0.8641-EALS045H4AF730NDD1BLCKFS1 & 1-EALS045H4AF730NDD1BLCKFS2 37ft pole on 3ft base24639142B3-U0-G3CURRENT LIGHTING2WA4_16SINGLE0.837EWAS010A4AF730N1FMBLCK mounted at 16ft212900B1-U0-G1CURRENT LIGHTING4.91.81.892.72Truck Dock2.354.21.02.354.20Scale: 1 inch= 30 Ft.ELEC.10145MHRIM EL. = 14.58'MHRIM EL. = 14.61'MHRIM EL. = 14.61'13.45'13.46'Install new pole withEALS H4 heads at 40ftRemove existing poles and heads.Replace with a new pole and EALSfixtures reaching a new height of 40ftRetrofit existing wall packswith new EWAS wall packsOPD ParkingTruck DockRear DriveOPD WalkwayD2H4_40D2H4_40D2H4_40D1K5_40WC4_16WC4_16WA4_16WA4_160.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.40.40.40.50.50.40.50.60.50.50.50.50.50.40.40.40.40.40.40.40.40.40.40.30.20.20.10.11.31.62.22.62.61.81.41.20.80.50.40.20.30.20.20.10.20.12.3 2.42.2 2.42.0 2.42.4 2.92.9 3.52.6 3.42.5 3.42.7 3.52.7 3.53.0 3.62.6 3.12.4 2.92.5 3.02.8 3.43.1 3.82.9 3.72.8 3.73.0 3.83.2 4.03.4 4.22.7 3.42.8 3.43.5 4.33.1 4.02.9 3.92.7 3.72.5 3.72.6 3.42.6 3.03.0 2.73.7 3.03.7 2.93.7 2.93.8 2.93.8 3.03.9 3.13.3 2.73.0 2.53.0 2.53.4 2.84.1 3.24.0 3.24.0 3.14.1 3.24.2 3.44.4 3.53.6 2.93.3 2.74.0 3.14.1 3.33.9 3.03.6 2.83.5 2.73.3 2.6 2.2 2.1 1.6 1.01.0 1.2 1.5 1.5 1.5 1.5 1.5 1.5 1.3 1.3 1.9 2.0 2.51.1 1.4 1.8 1.7 1.7 1.8 1.8 1.9 1.6 1.6 2.3 2.4 2.91.5 2.0 2.7 2.6 2.6 2.7 2.6 2.7 2.1 1.9 2.6 2.5 2.61.8 2.4 3.4 3.2 3.3 3.3 3.2 3.4 2.6 2.3 3.2 3.2 3.51.7 2.3 3.3 2.9 2.8 2.9 2.9 3.3 2.5 2.4 3.6 3.7 4.21.8 2.5 3.3 3.0 2.9 3.1 3.0 3.1 2.5 2.7 4.5 4.4 4.51.9 2.5 3.2 3.0 2.9 3.0 3.1 3.1 2.6 2.8 4.6 4.4 4.33.3 2.7 2.9 4.5 4.4 4.52.5 2.8 4.1 3.8 3.82.2 2.6 3.9 3.6 3.52.6 4.3 4.6 4.94.5 4.7APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDPlanning & Zoning DivisionProject #: ___________________________2025.09.6138March 20, 2026