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REF SPECS FOR DETAILS AND REQUIREMENTS FOR <br />STORMWATER POLLUTION CONTROLS AND SITE <br />STORAGE OF MATERIALS AND EQUIPMENT -DEVIATION(S) <br />FROM DETAILS SHOWN MUST BE SUBMITTED FOR <br />APPROVAL IN ACCORDANCE WITH SPECS. <br />ARCHITECTURAL FINISH FLOOR = 100.00' <br />NOTE: <br />FINISH FLOOR ELEVATION AT <br />ALL EXTERIOR DOORS = 100.00' <br />UNLESS NOTED OTHERWISE <br />_______ <br />SP1 <br />2 <br />NORTH <br />EXISTING CURB <br />AND GUTTER <br />EXISTING SIDE WALK <br />EX <br />I <br />S <br />T <br />I <br />N <br />G <br /> <br />A <br />N <br />D <br />S <br />C <br />A <br />P <br />E <br /> <br />P <br />L <br />A <br />N <br />T <br />E <br />R <br />EX <br />I <br />S <br />T <br />I <br />N <br />G <br /> <br />L <br />A <br />N <br />D <br />S <br />C <br />A <br />P <br />E <br /> <br />P <br />L <br />A <br />N <br />T <br />E <br />R <br />CENTERLINE WEST <br />MCFADDEN AVENUE <br />CENTERLINE <br />JACKSON STREET <br />THE INFORMATION SHOWN IS A COPY OF THE AVAILABLE <br />RECORD AND IS ASSUMED TO BE AN ACCURATE <br />REPRESENTATION OF THE EXISTING CONDITIONS AT THE SITE. <br />THIS SHEET IS PROVIDED FOR ADDITIONAL INFORMATION ONLY, <br />AS REQUESTED BY THE AHJ, OF THE ASSUMED EXISTING <br />CONDITIONS AT THE PROJECT SITE. THE ARCHITECT OF RECORD <br />HAS NOT VISITED THE SITE TO CONFIRM THE ACCURACY OF THE <br />INFORMATION SHOWN, HAS MADE NO MODIFICATIONS TO THIS <br />DRAWING OF THE SITE OR THE INFORMATION CONTAINED <br />WITHIN THE DRAWING AND SHALL NOT BE HELD RESPONSIBLE <br />FOR THE ACCURACY OF OR ANY DISCREPANCIES BETWEEN <br />WHAT IS SHOWN AND WHAT CURRENTLY EXISTS AT THE SITE. <br />TYP <br />9'-6" <br />EXISTING <br />SCREEN WALLTY <br />P <br />3' <br />- <br />0 <br />" <br />TY <br />P <br />9' <br />- <br />0 <br />" <br />36 <br />' <br />- <br />4 <br />" <br /> <br />D <br />R <br />I <br />V <br />E <br />30 <br />' <br />- <br />7 <br />" <br /> <br />D <br />R <br />I <br />V <br />E <br />EXISTING <br />CROSSWALK <br />EXISTING <br />WALMART <br />5' <br />- <br />1 <br />1 <br />" <br />NO CURB FACE <br />EXISTING <br />LANDSCAPE <br />PLANTER <br />EXISTING DETECTABLE <br />TACILE WARNING <br />(TRUNCATED DOMES) <br />EXISTING <br />CROSSWALK <br />29 <br />' <br />- <br />1 <br />" <br /> <br />D <br />R <br />I <br />V <br />E <br />18'-6"24'-4"18'-0" <br />EXISTING <br />BOLLARDS, TYP <br />EXISTING EV <br />CHARGING SPACE <br />EXISTING ACCESSIBLE <br />VAN PARKING SPACE <br />EXISTING ACCESSIBLE <br />PARKING SPACE <br />EXISTING <br />LIGHT POLE <br />8' WIDE FOR OTHER <br />AC <br />C <br />E <br />S <br />S <br />I <br />B <br />L <br />E <br /> <br />S <br />P <br />A <br />C <br />E <br />8' WIDE FOR VAN <br />AC <br />C <br />E <br />S <br />S <br />I <br />B <br />L <br />E <br /> <br />S <br />P <br />A <br />C <br />E <br />EXISTING STORM <br />DRAINAGE GRATE <br />SINGLE DOOR <br />1'-4"1'-4" <br />UNO <br />4'-0" <br />CONT 1/2" PMEJ <br />AND SEALANT <br />AT STOOP <br />MA <br />X <br /> <br />S <br />L <br />O <br />P <br />E <br /> <br /> <br />1: <br />5 <br />0 <br /> <br />( <br />2 <br />% <br />) <br />NEW STOOP TO BE <br />LEVEL WITH EXISTING <br />SIDEWALK AT EACH SIDE <br />EXISTING <br />SIDEWALK AT <br />EACH SIDE, TYP <br />NEW STOOP TO BE <br />LEVEL WITH EXISTING <br />ASPHALT/CONCRETE. <br />REF STRUCTURE <br />3 <br />SP1 <br />_______ <br />FLUSH WITH FF <br />REF STRUCTURE FOR EXTENTS <br />OF INSULATION IF REQUIRED <br />REMOVE PORTION <br />OF EXISTING CURB <br />AS REQUIRED FOR <br />NEW OPENING, TYP <br /> -REF 4 SP1 <br />MAX SLOPE 2% <br />AGGREGATE BASE <br />REF STRUC <br />REF PLAN REF STRUC FOR <br />DOWEL <br />REQUIREMENTS <br />NEW STOOP TO BE <br />LEVEL WITH <br />EXISTING <br />ASPHALT/CONCRETE <br />EXISTING <br />ASPHALT/CONCRETE. <br />VERIFY MAX SLOPE <br />OF 5% <br />REF STRUC FOR ALL <br />REINFORCEMENT REQUIREMENTS <br />NEW TURNDOWN, <br />REF STRUCTURE <br />EXISTING <br />MATCH <br />EXISTING <br />MATCH <br />EXISTING <br />MATCH <br />2" <br />EXISTING <br />MATCH <br />4" <br />SECTION <br />PLAN <br />WALL LINE <br />CONCRETE CURB <br />OUTSIDE CORNER <br />OR EDGE OF <br />DOOR OPENING <br />#4 x 6" DOWELS EMBED <br />IN EPOXY ADHESIVE <br />WITH 2" EMBEDMENT <br />AT 24" OC <br />CONCRETE CURB <br />EXTERIOR FACE <br />OF WALL <br />EXISTING <br />MATCH <br />architecture <br />+engineering <br />4886 W Pauline Whitaker Pkwy <br />Suite 200 <br />Rogers Arkansas 72758 <br />Phone: 479.636.3545 <br />Architect of Record <br />William Douglas Hurley <br />California License No. C 29987 <br />ST <br />I <br />P <br />U <br />L <br />A <br />T <br />I <br />O <br />N <br /> <br />F <br />O <br />R <br /> <br />R <br />E <br />U <br />S <br />E <br />TH <br />I <br />S <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br /> <br />W <br />A <br />S <br /> <br />P <br />R <br />E <br />P <br />A <br />R <br />E <br />D <br /> <br />F <br />O <br />R <br /> <br />US <br />E <br /> <br />O <br />N <br /> <br />A <br /> <br />S <br />P <br />E <br />C <br />I <br />F <br />I <br />C <br /> <br />S <br />I <br />T <br />E <br /> <br />A <br />T <br />: <br />CO <br />N <br />T <br />E <br />M <br />P <br />O <br />R <br />A <br />N <br />E <br />O <br />U <br />S <br />L <br />Y <br /> <br />W <br />I <br />T <br />H <br /> <br />I <br />T <br />S <br /> <br />I <br />S <br />S <br />U <br />E <br /> <br />DA <br />T <br />E <br /> <br />O <br />N <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />A <br />N <br />D <br /> <br />I <br />T <br /> <br />I <br />S <br /> <br />N <br />O <br />T <br /> <br />SU <br />I <br />T <br />A <br />B <br />L <br />E <br /> <br />F <br />O <br />R <br /> <br />U <br />S <br />E <br /> <br />O <br />N <br /> <br />A <br /> <br />D <br />I <br />F <br />F <br />E <br />R <br />E <br />N <br />T <br /> <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />S <br />I <br />T <br />E <br /> <br />O <br />R <br /> <br />A <br />T <br /> <br />A <br /> <br />L <br />A <br />T <br />E <br />R <br /> <br />T <br />I <br />M <br />E <br />. <br /> <br />U <br />S <br />E <br /> <br />OF <br /> <br />T <br />H <br />I <br />S <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br /> <br />F <br />O <br />R <br /> <br />R <br />E <br />F <br />E <br />R <br />E <br />N <br />C <br />E <br /> <br />O <br />R <br /> <br />EX <br />A <br />M <br />P <br />L <br />E <br /> <br />O <br />N <br /> <br />A <br />N <br />O <br />T <br />H <br />E <br />R <br /> <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br /> <br />RE <br />Q <br />U <br />I <br />R <br />E <br />S <br /> <br />T <br />H <br />E <br /> <br />S <br />E <br />R <br />V <br />I <br />C <br />E <br />S <br /> <br />O <br />F <br /> <br />P <br />R <br />O <br />P <br />E <br />R <br />L <br />Y <br /> <br />LI <br />C <br />E <br />N <br />S <br />E <br />D <br /> <br />A <br />R <br />C <br />H <br />I <br />T <br />E <br />C <br />T <br />S <br /> <br />A <br />N <br />D <br /> <br />E <br />N <br />G <br />I <br />N <br />E <br />E <br />R <br />S <br />. <br /> <br />RE <br />P <br />R <br />O <br />D <br />U <br />C <br />T <br />I <br />O <br />N <br /> <br />O <br />F <br /> <br />T <br />H <br />I <br />S <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br /> <br />F <br />O <br />R <br /> <br />RE <br />U <br />S <br />E <br /> <br />O <br />N <br /> <br />A <br />N <br />O <br />T <br />H <br />E <br />R <br /> <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br /> <br />I <br />S <br /> <br />N <br />O <br />T <br /> <br />AU <br />T <br />H <br />O <br />R <br />I <br />Z <br />E <br />D <br /> <br />A <br />N <br />D <br /> <br />M <br />A <br />Y <br /> <br />B <br />E <br /> <br />C <br />O <br />N <br />T <br />R <br />A <br />R <br />Y <br /> <br />T <br />O <br /> <br />TH <br />E <br /> <br />L <br />A <br />W <br />. <br />DRAWN BY: <br />CHECKED BY: <br />DOCUMENT DATE: <br />PROTO CYCLE: <br />DOCUMENTS THAT DO NOT <br />HAVE THE ARCHITECT OR <br />ENGINEER OF RECORD SEAL <br />AND SIGNATURE SHALL BE <br />CONSIDERED NOT FOR <br />CONSTRUCTION <br />SHEET: <br />ISSUE BLOCK <br />PR <br />O <br />T <br />O <br />: <br />C:\Users\brettsimon\Documents\02517_Santa Ana_CA_ESS_134_A_V24_brett.simonXHX74.rvt <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />L <br />I <br />F <br />O <br />R <br />N <br />I <br />A <br />11 <br />. <br />2 <br />5 <br />. <br />2 <br />0 <br />2 <br />4 <br />HM <br />JC <br />10.25.2024 <br />11.25.2024 <br />SITE PLAN <br />SP1 <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />L <br />I <br />F <br />O <br />R <br />N <br />I <br />A <br />ST <br />O <br />R <br />E <br /> <br />N <br />O <br />. <br />0 <br />2 <br />5 <br />1 <br />7 <br />. <br />1 <br />0 <br />0 <br />4 <br />JO <br />B <br /> <br />N <br />U <br />M <br />B <br />E <br />R <br />: <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />2 <br />0 <br />2 <br />4 <br />. <br />0 <br />3 <br />3 <br />1 <br />13 <br />5 <br />36 <br />0 <br />0 <br /> <br />W <br />E <br />S <br />T <br /> <br />M <br />C <br />F <br />A <br />D <br />D <br />E <br />N <br /> <br />A <br />V <br />E <br />N <br />U <br />E <br />1" = 40'-0"1 SITE PLAN <br />SHEET NOTES <br />1. CONCRETE SIDEWALKS ADJACENT TO THE STORE NOT <br />TO EXCEED 2% CROSS SLOPE. <br />1/4" = 1'-0"2 STOOP PLANS TYPICAL <br />1/2" = 1'-0"3 STOOP SECTION <br />1 01.31.2025 PR #1 <br />3/4" = 1'-0"4 CART CURB <br />1 <br />3600 W McFadden <br />Avenue4/16/2025