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4" WIDE BORDER, PAINTED BLUE, TYP. <br />4" TYP <br />5' - 0" MIN. AT TYP. ACCESSIBLE SPACES <br />8' - 0" MIN. AT VAN ACCESSIBLE SPACES <br />4" WIDE STRIPES, PAINTED WHITE, TYP. <br />NO PARKING <br />WITHIN THE LOADING & UNLOADING ACCESS <br />AISLE, PAINT THE WORDS <br />"NO PARKING" IN 12" HIGH MIN. WHITE LETTERS <br />TYP. <br />36" MAX. O. <br />C <br />. <br />ACCESSIBLE SPACES <br />9' - 0" MIN. <br />3' - 0" SQ. PAVEMENT SYMBOL PER <br />C.B.C. SECT. 11B-502.6.4, TYP. AT <br />EACH ACCESSIBLE STALL SPACE, SEE <br />5 <br />-TYP. <br />EQ EQ <br />ACCESSIBLE VAN SPACE <br />9' - 0" MIN. <br />EQ EQ <br />18 <br />' <br />- <br />0 <br />" <br /> <br />M <br />I <br />N <br />. <br />20 <br />' <br /> <br />L <br />O <br />N <br />G <br />9'-0" WIDE <br />NOTE: <br />1. FOR ADDITIONAL RAMP <br />INFORMATION SEE BELOW. <br />2. GROOVED BORDER MUST BE ON <br />THE LEVEL SURFACE AT THE TOP <br />OF THE RAMP <br />3. SHADED AREA MUST HAVE <br />DETECTABLE WARNING TILES, SEE <br />DETAIL <br />ACCESSIBLE AISLE <br />STRIPING <br />PROVIDE IN-LINE <br />TRUNCATED DOMES, <br />SEE DET. B <br />HEAVY BROOM FINISHCONC. CURB, TYP. <br />1: <br />1 <br />2 <br /> <br />M <br />A <br />X <br />. <br />CONC. SIDEWALK, <br />SEE SITE PLAN <br />3' <br /> <br />- <br /> <br />0 <br />" <br />4' - 0" <br />2 <br />- <br />INTEGRAL WALK <br />AND CURB <br />BASE COURSE <br />1/2" EXPANSION JOINT <br />WITH SEALANT AND <br />BACKER ROD <br />FLUSH <br />TRANSITION @ <br />SLAB EDGE <br />CONC. SIDEWALK <br />CONC. RAIN <br />GUTTER WHERE <br />OCCURS <br />CONC. CURB, TYP. <br />LANDSCAPE WHERE <br />OCCURS <br />RAMP SECTIONB <br />SEE PLANS <br />4'-0" MIN. CLR. <br />13 <br />- <br />13 <br />- <br />12 <br />- <br />PLAN VIEWA <br />11B-406.2.1 SLOPE <br />Ramp runs shall have a running slope not <br />steeper than 1:12. <br />11B-406.2.2 SIDES OF CURB RAMPS <br />Where provided, curb ramp flares shall not be <br />steeper than 1:10. <br />3' <br /> <br />- <br /> <br />0 <br />" <br />4" WIDE BORDERS AT <br />CROSSWALKS, <br />PAINTED WHITE OR CONTRASTING <br />COLOR FROM PAVING, TYP. <br />TYP. <br />36" M <br />AX. O. <br />C <br />. <br />4' - 0" MIN. <br />4" WIDE DIAGONAL STRIPING, PAINTED WHITE, TYP. <br />TYP. <br />4" <br />45.00° <br />NOTES <br />1. SIGN SHALL BE POSTED AT <br /> EACH ACCESSIBLE PARKING <br /> STALL PER PLANS. <br />2. "VAN ACCESSIBLE" SIGN SHALL <br /> BE DISPLAYED AT VAN ACCESSIBLE <br /> STALLS PER PLANS. <br />1' - 0" <br />1/2" RADIUS TYP <br />PORCELAIN ENAMEL STEEL <br />REFLECTORIZED SIGN (70 <br />SQ. INCHES MINIMUM.) PER <br />C.B.C. SECTION 1129B.5 <br />BLUE(COLOR #15090; <br />FEDERAL STANDARD 595C) <br />2" X 2" GALV. STEEL <br />BREAK-AWAY TYPE <br />SIGN POST -"SIGN- <br />MATE BY ALLSTATE <br />SIGNS" OR EQ., FOR <br />FOOTING REFER TO 6' <br />- <br />8 <br />" <br /> <br />M <br />I <br />N <br />I <br />M <br />U <br />M <br />1' <br /> <br />- <br /> <br />6 <br />" <br />TEXT TO BE 1" MINIMUM <br />NOTES: <br />1. LOCATE SIGNS PER PLANS AND AS DIRECTED BY DESIGNER <br />2. PROVIDE MECHANICAL MOUNTING W/ VANDAL RESISTANT FASTENERS. COMPLY W/ TITLE 24 AND THE <br /> AMERICANS WITH DISABILITIES ACT (A.D.A.) REQUIREMENTS <br />3. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND <br /> A STROKE WIDTH-TO-HEIGHT RATIO BETWEEN 1:5 AND 1:10 PER CBC 11B-703.2.4 AND 11B-703.7.6. <br />4. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND PER CBC 11B-703.5.1 <br />5. LETTERS, NUMBERS AND GRAPHICS ON SIGNS SHALL BE SANS-SERIF UPPERCASE CHARACTERS. <br />REFLECTIVE WHITE <br />END OF STALL <br />INTERNATIONAL SYMBOL OF <br />ACCESSIBILITY TO BE PAINTED <br />REFLECTIVE WHITE ON DARK BLUE <br />BACKGROUND 3" MIN. STROKE <br />NOTE: <br />BLUE BACKGROUNDS COLOR SHALL BE: <br />COLOR NO. 15090 IN FEDERAL STD. 595C <br />3' - 0". <br />2" TYP. <br />3' <br /> <br />- <br /> <br />0 <br />" <br />. <br />TYP. <br />R = <br /> 6" <br />DARK BLUE BACKGROUND <br />CENTER OF STALL <br />EQ EQ <br />SEE PLAN FOR WIDTH <br />1/2" TOOLED RADIUS, TYP. <br />CROSS SLOPE <br />2% MAX. <br />#4 CONT. @ ALL EDGES <br />CONCRETE WALK W/ MEDIUM BROOM FINISH, <br />PERPENDICULAR TO PATH OF TRAVEL,U.N.O. <br />#4 AT 24" O.C. EACH WAY <br />NOTE: <br />1.JOINTS SHALL CONFORM TO SPECIFICATION SECTION 32 13 13, SUBMIT JOINT LAYOUT PLAN FOR <br />APPROVAL. <br />2. PROVIDE EXPANSION JOINTS AT 30' - 0" O.C. MAX AND AT ALL START AND END POINTS OF ALL CURVES. <br />LANDSCAPE PLANTING OR <br />ROCKS PER PLANEXISTING DECOMPOSED <br />GRANITE OR FINISH GRADE PER <br />PLAN <br />6" <br />6" <br />TY <br />P <br />. <br />LE <br />S <br />S <br /> <br />T <br />H <br />A <br />N <br /> <br />4 <br />" <br />TYP. <br />LESS THAN 4" <br />0' - 4" <br />NOTES <br />1. SIGN SHALL BE POSTED AT <br /> EACH ACCESSIBLE PARKING <br /> STALL PER PLANS. <br />2. "VAN ACCESSIBLE" SIGN SHALL <br /> BE DISPLAYED AT VAN ACCESSIBLE <br /> STALLS PER PLANS. <br />1' - 0" <br />1/2" RADIUS TYP <br />11B-502.6.1 FINISH AND SIZE <br />PARKING IDENTIFICATION SIGNS <br />SHALL BE REFLECTORIZED WITH A <br />MINIMUM AREA OF 70 SQUARE INCHES <br />BLUE(COLOR #15090; <br />FEDERAL STANDARD 595C) <br />2" X 2" GALV. STEEL <br />BREAK-AWAY TYPE <br />SIGN POST -"SIGN- <br />MATE BY ALLSTATE <br />SIGNS" OR EQ., FOR <br />FOOTING REFER TO 6' <br />- <br />8 <br />" <br /> <br />M <br />I <br />N <br />I <br />M <br />U <br />M <br />1' - 6" <br />TEXT TO BE 1" MINIMUM <br />NOTES: <br />1. LOCATE SIGNS PER PLANS AND AS DIRECTED BY DESIGNER <br />2. PROVIDE MECHANICAL MOUNTING W/ VANDAL RESISTANT FASTENERS. COMPLY W/ TITLE 24 AND THE <br /> AMERICANS WITH DISABILITIES ACT (A.D.A.) REQUIREMENTS <br />3. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND <br /> A STROKE WIDTH-TO-HEIGHT RATIO BETWEEN 1:5 AND 1:10 PER CBC 11B-703.2.4 AND 11B-703.7.6. <br />4. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND PER CBC 11B-703.5.1 <br />5. LETTERS, NUMBERS AND GRAPHICS ON SIGNS SHALL BE SANS-SERIF UPPERCASE CHARACTERS. <br />AXON <br />SECTION <br />(2) #5 REINFORCING BARS - FULL LENGTH OF WHEELSTOP <br />#5 BARS <br />(E) ASPHALT PAVING4" <br />2" <br />2"2" <br />2" <br />6" <br />6" <br />4'-0" <br />6" <br />6 1/2" <br /> PRECAST <br /> CONCRETE <br />WHEELSTOP <br />(2) #5x24" BARS <br />-DRIVEN INTO <br />ASPHALT PAVING <br />8" <br />8" <br />ASPHALTIC CONCRETE PAVING <br />CONCRETE WALKWAY PAVING PER <br />1/2" RADIUS @ CONC PAVING <br />6 <br />- <br />0' - 1" <br />TYP. <br />0' - 6" <br />EXPANSION JOINT FILLER W/ <br />SEALANT, TYP. AT JOINT <br />1" TOOLED RADIOUS EDGE, TYP.FLUSH <br />O.C. TYP <br />6"2" <br />2" <br />1/4"3/4" <br />1/ <br />4 <br />" <br />(B) PLAN <br />DETECTABLE WARNING <br />SURFACES SHALL BE YELLOW <br />AND APPROXIMATE FS 33538 <br />OF FEDERAL STANDARD 595C <br />FIGURE 11B-705.1 <br />SIZE AND SPACING OF <br />TRUNCATED DOMES <br />0.65 MIN. <br />2.3 - 2.4 <br />2.3 - 2.4 <br />(A) ELEVATION <br />(ENLARGED) <br />0.18" - 0.22" <br />TOP DIAM. OF <br />0.45 - 0.47" <br />BASE DIAM. OF <br />0.9 - 0.92" <br />NOTE: <br />IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE <br />NOT SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN <br />AREAS AND THE VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE <br />DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS A MINIMUM 3'-0" WIDE. <br />Scale <br />Project number <br />Date <br />Drawn by <br />Checked by <br />This document, and the ideas and designs incorporated <br />herein, as an instrument of professional service, is the <br />property of Everett Smith, and is not to be used in whole or <br />in part, for any other project without the written authorization <br />of Everett Smith/ ESDESIGNS. All Rights Reserved <br />PREPARED BY: <br />Email: everett@everettsmithdesigns.com <br />PROJECT: <br />CLIENT NAME: <br />PROJECT ADDRESS: <br />REVISIONS: <br />IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION. HIDDEN CONDITIONS MAY EXIST, AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND BRING TO THE DESIGNERS ATTENTION. <br />MENIFEE, CA 92584 <br />EEEEVVVVEEEERRRREEEETTTTTTTT SSSSMMMMIIIITTTTHHHH DDDDEEEESSSSIIIIGGGGNNNNSSSS,,,, IIIINNNNCCCC <br />2023 <br />DDDDD S E <br />30141 ANTELOPE RD. D774 <br />5/23/2024 8:28:18 AM <br />As indicated <br />5/23/2024 8:28:18 AM <br />Z:\Shared\Everett Smith Designs\___ES Design Jobs\23-2292 BCAL Marcos Orange\23-2292 Orange Marcos Pizza 2024.05.15.rvt <br />A0.20 <br />SITE DETAILS <br />23-2292 <br />J.D. PHAM <br />RS <br />ES <br />TE <br />N <br />A <br />N <br />T <br /> <br />I <br />M <br />P <br />R <br />O <br />V <br />E <br />M <br />E <br />N <br />T <br />MA <br />R <br />C <br />O <br />S <br /> <br />P <br />I <br />Z <br />Z <br />A <br />100 N.HARBOR BLVD. <br />SUITE C-3 <br />SANTA ANA CA 92703 <br />3/8" = 1'-0"2 TYP. ACCESSIBLE PARKING ACCESS AISLE2 <br />3/8" = 1'-0"1 TYP. ACCESSIBLE CURB CUT (11B-406) <br />1/2" = 1'-0"3 TYP. ACC. PEDESTRIAN P.O.T. CROSSWALK <br />1 1/2" = 1'-0"4 TYP. ACCESSIBLE PARKING STALL SIGNAGE2 <br />1" = 1'-0"5 TYP. ACCESSIBLE PARKING STALL SYMBOL2 <br />1 1/2" = 1'-0"6 TYP. CONCRETE WALKWAY PAVING2 <br />1 1/2" = 1'-0"8 TYP. VAN ACCESSIBLE PARKING STALL SIGNAGE <br />1" = 1'-0"7 TYP. PRECAST CONCRETE WHEEL STOP2 <br />1 1/2" = 1'-0"11 TYP. CONCRETE CURB TO ASPHALT PAVING <br />3/4" = 1'-0"13 GROOVING DETAIL <br />1/2" = 1'-0"12 TRUNCATED DOMES <br />No. Description Date <br />3 BUILDING <br />CORR. <br />2024.05.15 <br />100 N Harbor Blvd #C-3 - <br />101118438, 20182225, <br />30146961, 4013888710/31/2024