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Home My WebLink AboutSite Plan - SP1REF SPECS FOR DETAILS AND REQUIREMENTS FOR STORMWATER POLLUTION CONTROLS AND SITE STORAGE OF MATERIALS AND EQUIPMENT - DEVIATION(S) FROM DETAILS SHOWN MUST BE SUBMITTED FOR APPROVAL IN ACCORDANCE WITH SPECSARCHITECTURAL FINISH FLOOR = 100.00'NOTE:FINISH FLOOR ELEVATION AT ALL EXTERIOR DOORS = 100.00' UNLESS NOTED OTHERWISEREPLACE DAMAGED AND/OR INSTALL OWNER FURNISHED CART CORRAL, COORDINATE SCOPE WITH STORE SETUP, REF SHEET SA1 FOR BID ALLOWANCEREPLACE JOINT FILLER MATERIAL AT VESTIBULE ENTRANCE, AREA TO BE REPLACED FROM PAVING TO STORE ENTRANCE BY WIDTH OF VESTIBULE,REF SHEET SA1 FOR BID ALLOWANCE_____SP133.017SP1_______7SP1_______7SP1_______7SP1_______7SP1_______7SP1_______7SP1_______3 - A26 - A25 - A22.23PATCH AND REPAIR CONCRETE TO MATCH ADJACENT MATERIALS WHERE BOLLARDS ARE ADDED - MATCH EXISTING COLOR AND FINISHES - MATCH EXISTING SLOPES REF SP1 FOR FLATWORK REPLACEMENTSP165.02TYP OF 26.60REF 10 - SP1M.O.1'-4"3'-0"REF 9 - SP1SP15SITE SHEET NOTES1.2.3.4.PREP AND PAINT ALL EXTERIOR LIGHT POLE BASES AND ALL BOLLARDS P5E, UNLESS NOTED ETR OR NEW DECORATIVE BOLLARDS ADDED.POWER WASH SIDEWALK AT FRONT OF BUILDING, AUTO CARE CENTER, AND ONLINE PICKUP DELIVERYNOT USED.CONCRETE SIDEWALKS ADJACENT TO THE STORE NOT TO EXCEED 2% CROSS SLOPE.F.V12' - 0"F.V7' - 0"F.V5' - 8"F.V3' - 0"ALIGN WITH EXISTINGCONTRACTION JOINT,GC TO FV12'-0" X 7'-0" CONCRETE STOOPALIGN WITH EXISTINGCONTRACTION JOINT,GC TO FVMAX1.50 (2%)4SP1_______2SP1_______2SP1_______EXISTING BOND BEAM GROUT, FIELD VERIFY3/8" WEDGE ANCHOR AT 24" OCTREATED 2X WOOD NAILER24 GA CONT METAL COPING CAPPAINT-GRIP FINISH, PAINT TO MATCH WALL COLOR, REF SPECS#12 TEK SCREW AT 16" OC, BOTH SIDESACTUAL WIDTH VARIESREMOVE EXISTING PRECAST CAP AND ANCHORS, GRIND SMOOTH TO ALLOW NAILER TO LIE FLAT15 MIL HIGH TEMPERATURE SELF-ADHESIVE MEMBRANE CONT METAL CLEAT, BOTH SIDESLEAVE REAR HEM OPEN FOR FIELD CRIMPING2 1/2" MINCONT 1" FOAM BACKER ROD, CENTER OF WALLEXISTING WALL#4 x 18" SMOOTH DOWEL AT 18" OC EPOXY SET 8" MIN INTO EXISTING CONCRETE EXPANSION CAP OR GREASE END OF DOWEL AT CONCRETECONCRETE SLABEXISTING FLATWORKSAWCUT AND REMOVE EXISTING CONCRETE SLAB TO PROVIDE CLEAN EDGEAGGREGATE BASEREF SPECCONCRETE SLABDOWEL6"6"PLAN VIEW2' - 0"8"4"NEW CONCRETEPAVINGAGGREGATE BASE,REF STRUCREF STRUC FOR ALLREINFORCEMENT REQUIREMENTSREF STRUC FOR DOWEL REQUIREMENTSSTOOP AT CONCRETE PAVING1' - 6"6"6"10"REF PLANPLAN18" DIA CONC FOOTINGSECTIONSECTIONPAVING OR CONCRETE SLAB4" DIA STEEL PIPE BOLLARD FILLED WITH CONCRETE, WITH ROUNDED TOP AND PAINT18" DIA CONC FOOTING2' - 8"4' - 0"3"CLPLACE BOLLARDS AND CONCRETE - MATCH ADJACENT FINISHES, REF 8 - SP1 TYP OF 26' - 2"CL5' - 6"EQEQ5.012' - 0"2' - 0"EXISTING 6" DIAMETER STEEL PIPE BOLLARD FILL WITH CONC WITH ROUNDED TOP PAINT EXISTING PAVING OR CONCRETE SLABP5EDO NOT PAINT BOLLARD. PLASTIC BOLLARD SLEEVE WITH REFLECTIVE TAPE PLACED OVER BOLLARD. REF SPECS18" DIA CONC FOOTINGCL1'-6"3'-0"TYP OF 2CHARGING STATION, REF REFRGCLCLCLEQEQ5.52INTERIOREXTERIORCLANY OBSTRUCTION3'-0" MIN FROMTYP AT BOTH SIDESEXISTING EXTERIOR WALLCONCRETE OR ASPHALT SURFACESECTIONPRECAST CONCRETE BOLLARD SLEEVE REF SPECIFICATIONS4" DIAMETER PVC PIPE3" DIAMETER STEEL PIPE BOLLARD FILL WITH CONCRETEPLACE FINISHED SURFACE TIGHT TO BOLLARD18" DIAMETER FOOTINGSUBBASE / SUBGRADE REF STRUCTURALHOLD TOP OF FOOTING DOWN 16" FROM FINISHED SURFACE ELEVATIONREINFORCING REF STRUCEXISTING CONCRETE SLABREF PLANBOLLARD MUST BE SET PRIOR TO PLACING OF PAVING OR SIDEWALKCLEXISTING CONCRETE SLAB 3" = 1'-0"7SCREEN WALL CAPSHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT 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.P (407) 661-9100F (407) 661-9101c-p.comFlorida Corporate Certificate #AA C0005262600 Maitland Center ParkwaySuite #200Maitland, FL 3275106/25/266/25/2026 11:02:38 AMSP1SITE PLANKS20240347BOYNTON BEACH, FL11/07/2511/07/25STORE NO: 05911 - 2769006/27/25BOYNTON BEACH, FLAV/GQ3625 S FEDERAL HWY 1" = 20'-0"1SITE PLANKEYNOTES2.23 INSTALL NEW GRAY PLASTIC SLATS3.01 CONCRETE STOOP, REF STRUC5.01 DECORATIVE BOLLARD5.02 PAINTED 6" PIPE BOLLARD5.52 32" CORE DRILLED UNO GALVANIZED STEEL BOLLARD4" OD6.60 INSTALL BLUE BOLLARD COVERS AT BOLLARDSADJACENT TO TRUCK WELL DOCK. REF SPEC FORHEIGHT AND FINISH OF SLEEVE.NORTH 1/4" = 1'-0"3STOOP PLAN 3/4" = 1'-0"2FLATWORK JOINT 1/2" = 1'-0"4STOOP 1/2" = 1'-0"9BOLLARD DETAIL 1/4" = 1'-0"6LIQUOR BOX ENTRY PLAN 1/2" = 1'-0"10BOLLARD LOCATION 1/2" = 1'-0"5REFRIGERATION CHARGING STATION PLAN 1/2" = 1'-0"8BOLLARD DETAILTHE SITE SHEET NOTE #1 HAS BEEN REVISED DURING PR#1111•THE FOLLOWING WAS REVISED IN THE KEYNOTES LEGEND DURING PR#1:5.01 – DECORATIVE BOLLARD11ISSUE BLOCK1 PR#1 - 1 Minor Site06/25/26 APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDPlanning & Zoning DivisionJune 30, 2026Project #: ___________________________2026.05.2999