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SCALE <br />1/8" = 1'-0"ACCESSIBLE PARKING DETAIL <br />NO <br />PARKINGNOTE: <br />1.THE SLOPE OF PARKING STALL AND LOADING ZONE <br />SHALL NOT EXCEED 2% IN ANY DIRECTION <br />2.ACCESSIBLE WALK SHALL NOT EXCEED 5% GRADE IN <br />DIRECTION OF TRAVEL AND 2% GRADE AT CROSS <br />SLOPE. <br />HANDICAP SYMBOL. <br />PAINTED BLUE, TYP. <br />2 <br />- <br />WHEEL STOP3 <br />- <br />ACCESSIBLE <br />PARKING SIGN7 <br />- <br />4 <br />- <br />4" WIDE PERIMETER STRIPING <br />PAINTED BLUE, HATCH LINES MAX. <br />36" O.C. IN A COLOR CONTRASTING <br />w/ THAT OF THE AISLE SURFACE <br />(BLUE OR WHITE) <br />4" WIDE STRIPE PAINTED <br />WHITE @ REGULAR STALLS 2% <br /> <br />M <br />A <br />X <br />. <br /> <br />S <br />L <br />O <br />P <br />E <br />2% MAX. <br />CROSS <br />8'-6"8'-6"12'-0" <br />SL <br />O <br />P <br />E <br /> <br />U <br />P <br />1: <br />1 <br />2 <br /> <br />M <br />A <br />X <br />6 <br />- <br />6" CONC. CURB <br />RAMP WITH <br />TRUNCATED <br />DOMES <br />(N) TRASH ENCLOSURE UNDER <br />SEPARATE TENANT PERMIT <br />PATIO DINING <br />AREA <br />BICYCLE PARKING <br />18 <br />' <br />- <br />0 <br />" <br />18 <br />' <br />- <br />0 <br />" <br />6" CONC. CURB <br />9 <br />- <br />6' <br />- <br />0 <br />" <br />4' <br />- <br />0 <br />" <br />4'-0" <br />4'-0" <br />5' <br />- <br />0 <br />" <br />4'-0" <br />RAMP LANDING. 1:48 MAX. <br />SLOPE IN ALL DIRECTIONS <br />SCALE <br />1/8" = 1'-0"RAMP DETAIL <br />SLOPE UP <br />1:12 MAX <br />SL <br />O <br />P <br />E <br /> <br />U <br />P <br />1: <br />1 <br />2 <br /> <br />M <br />A <br />X <br />(N) ADA CURB <br />RAMP W/ <br />TRUNCATED <br />DOME <br />9 <br />- <br />(N) ADA CURB <br />RAMP W/ <br />TRUNCATED <br />DOME <br />6 <br />- <br />(N) "NO LEFT <br />TURN" SIGN <br />HERRINGBONE <br />STAMPED AND <br />COLORED CONCRETE <br />DRIVE THRU CONCRETE <br />PAVEMENT UNDER <br />TENANT PERMIT <br />4'-0" <br />(N) LIGHT POLE <br />(N) LANDSCAPE <br />AREA <br />12 <br />' <br />- <br />0 <br />" <br />(E) PUBLIC SIDEWALK <br />6 <br />- <br />9 <br />- <br />20 <br />- <br />6' <br />- <br />0 <br />" <br />4'-0" <br />PROPERTY <br />LINE <br />4' <br />- <br />1 <br />" <br />5'-4"6'-0" <br />5' <br />- <br />1 <br />0 <br />" <br />3'-0" <br />5'-0" <br />4' <br />- <br />0 <br />" <br />6" <br />3' <br />- <br />0 <br />" <br />MA <br />T <br />C <br />H <br />(E <br />) <br />(N) 4" CONCRETE <br />LANDING <br />(N) #3 CONT. <br />DOWEL AT <br />2'-0" O.C., TYP. <br />(N) DETECTABLE <br />WARNING PANEL <br />(N) 4" THICK CONCRETE CURB <br />RAMP w/ #3 REBAR AT 2'-0" O.C. <br />EACH WAY <br />(N) #3 HORIZ. BAR, <br />TOP AND BOTTOM <br />CURB RAMP DETAIL 1/2" = 1'-0" <br />SCALE <br />6" <br />SEE PLAN SEE PLAN <br />(E) ASPHALTIC <br />PAVING SURFACE <br />(N) CONCRETE <br />CURB <br />1/2" EXPANSION <br />JOINT(E) FINISH SURFACE <br />FILL MATERIAL 6" MIN. <br />COMPACT AS NEEDED <br />(N) CONCRETE PAVING <br />LIGHT BROOM FINISH - <br />MATCH ADJACENT WALK <br />*MATCH EXISTING WALK THICKNESS <br />BUT NO LESS THAN 4" <br />1/2" RADIUS <br />TOOL EDGE <br />#4 CONT. REBAR <br />4" <br /> <br />* <br />MI <br />N <br />. <br />6" <br />MI <br />N <br />. <br />SLOPE <br />1'-0" <br />MIN. <br />CONCRETE SLAB EDGE <br />4" <br />1" = 1'-0" <br />SCALE <br />4 <br />6'-0" <br />1"4"1" <br />3/4" x 18" LONG <br />REBAR SWAGE TOP <br />AC PAVING <br />CONCRETE <br />BUMPER <br />6'-0" <br />6" <br />MI <br />N <br />. <br />PLAN <br />ELEVATION SECTION <br />PRECAST CONCRETE <br />WHEELSTOP. PAINT BLUE TO <br />MATCH CORRESPONDING <br />PARKING STALL STRIPING <br />9"4'-6"9" <br />3 <br />1 <br />/ <br />2 <br />" <br />6" <br />MI <br />N <br />. <br />WHEEL STOP DETAIL 3/4" = 1'-0" <br />SCALE <br />Minimum Fine <br />NOTES: <br />1.LOCATE BOTTOM OF SIGN NOT LESS THAN 6'-8" ABOVE GRADE MOUNTED ON POLE. <br />2.SIGNS SHOULD BE PROPERLY CENTERED WITHIN THE PARKING SPACE. <br />3.THE SIGN FACE SHOULD BE LOCATED NO FURTHER THAN SIX FEET FROM THE FRONT <br />OF EACH PARKING SPACE. <br />4.REFER TO SITE PLAN DRAWING FOR LOCATION. <br />5.SIGN TO CONFORM TO LOCAL ORDINANCE FOR SIZE AND LETTERING <br />6.PROVIDE "VAN ACCESSIBLE" SIGN WHERE REQUIRED <br />ONLY <br />PARKING <br />6' <br />- <br />8 <br />" <br /> <br />T <br />O <br /> <br />F <br />I <br />N <br />. <br />GR <br />A <br />D <br />E <br />5" <br />$250 <br />3" HIGH LETTERING MIN. - WHITE <br />REFLECTIVE BACKGROUND, TYP. <br />12" <br />5" <br />VAN <br />ACCESSIBLE <br />PROVIDE LOWER SIGN AT <br />VAN ACCESSIBLE STALLS <br />(WHERE APPLIES) <br />INTERNATIONAL SYMBOL OF <br />ACCESSIBILITY - WHITE ON <br />BLUE FIELD <br />"FINE" SIGN AT EACH <br />ACCESSIBLE PARKING STALL <br />18 <br />" <br />PARKING SIGN DETAIL 3/4" = 1'-0" <br />SCALE <br />3' <br />- <br />0 <br />" <br />3'-0" <br />SYMBOL SHALL BE LOCATED <br />AT THE CENTER AS <br />INDICATED ON SITE PLAN <br />FIELD COLOR TO BE BLUE <br />EQUAL TO 15090 IN <br />FEDERAL STANDARD 595A <br />EDGE TO BE 3" WIDE, <br />2 COATS OF PAINT. <br />PAINTED TRAFFIC WHITE <br />PAVEMENT SYMBOL <br />SCALE <br />1" = 1'-0" <br />3" DIA HEAVY DUTY <br />GALV. STEEL PIPE <br />PAINTED WHITE <br />OR BY TELEPHONING <br />LOCAL POLICE DEPARTMENT <br />RECLAIMED AT <br />TOWED VEHICLES MAY BE <br />OWNER'S EXPENSE. <br />MAY BE TOWED AWAY AT <br />WITH DISABILITIES <br />OR LICENSE PLATES <br />DISTINGUISHING PLACARDS <br />NOT DISPLAYING <br />ACCESSIBLE SPACES <br />PARKED IN DESIGNATED <br />UNAUTHORIZED VEHICLES <br />17" MIN. <br />22 <br />" <br /> <br />M <br />I <br />N <br />. <br />NOTE: <br />SIGN TO BE PROVIDED <br />AT EACH ENTRANCE <br />TO SITE. <br />2' <br />- <br />0 <br />" <br />5' <br />- <br />0 <br />" <br />MI <br />N <br />. <br />18 GA. METAL SIGN - <br />PAINTED <br />FINISH GRADE <br />10" DIA. CONCRETE <br />FOOTING <br />SECURE SIGN TO <br />POLE w/ (2)-3/8" DIA. <br />BOLTSAPPROPRIATE INFORMATION <br />MUST BE INCLUDED AS <br />PERMANENT PART OF SIGN <br />MINIMUM OF 1" IN HEIGHT <br />LETTERING ON SIGN <br />MUST BE A MINIMUM <br />OF 1" IN HEIGHT <br />3" <br />6 <br />1 <br />/ <br />2 <br />" <br />3/8"x6" STEEL BAR <br />NOTE: <br />G.C. TO PROVIDE TAMPER <br />RESISTANT FASTENERS FOR <br />SIGNAGE ATTACHMENT. <br />SITE ACCESSIBLE SIGN SCALE <br />1" = 1'-0" <br />(714-245-8200) <br />SQUARE PATTERN PARALLEL <br />TO DIRECTION OF TRAVEL <br />0. <br />2 <br />" <br />0.9" <br />0.45" <br />NOTES: <br />1.MATERIAL USED SHALL BE YELLOW & FS 33538 OF SAE AMS-STD-595A & SHALL BE AN <br />INTEGRAL PART OF THE WALKING SURFACE. <br />2.WARNING SURFACE TO BE FIRM & SLIP RESISTANT, MAY INCLUDE, BUT NOT LIMITED TO <br />THE FOLLOWING SURFACES: NATURAL STONE OR STONE COMPOSITE, CERAMIC TILE, <br />DURABLE PRECAST CONCRETE SCALES, RIGID OR FLEXIBLE COMPOSITES. <br />3.FASTEN ALL SURFACE MOUNTED APPLICATIONS IN STRICT ACCORDANCE w/ <br />MANUFACTURER SPECIFICATIONS. <br />4.REFER TO ADA ACCESSIBILITY GUIDELINES SEC.4.29 FOR SPEC'S & INSTALLATION <br />DETAILS. VERTICAL TRANSITIONS DUE TO INSTALLATION TO COMPLY w/ ALL APPLICABLE <br />ADAAG SPEC'S. <br />5.INSTALL IN 36" PANEL DEPTHS, THIN-SET INSTALLATION. INSTALL PANEL JOINTS w/ AN <br />ELASTOMERIC JOINT SEALANT. <br />PATTERN PLAN <br />2. <br />3 <br />5 <br />" <br />TY <br />P <br />. <br />DOME - SECTION <br />R0. <br />2 <br />7 <br />" <br />NOTE: <br />FIELD LEVEL MICRO-TEXTURE <br />41 POINTS PER SQUARE INCH <br />2.35" <br />TYP. <br />1/2" = 1'-0"TRUNCATED DOME DET.SCALE <br />3 <br />2 <br />1 <br />7 <br />6 <br />AN <br />D <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />EN <br />L <br />A <br />R <br />G <br />E <br />D <br /> <br />A <br />D <br />A <br /> <br />P <br />A <br />R <br />K <br />I <br />N <br />G <br />AS2.1 <br />3" DIA HEAVY DUTY <br />GALV. STEEL PIPE <br />1' <br />- <br />6 <br />" <br />5' <br />- <br />0 <br />" <br /> <br />M <br />I <br />N <br />. <br />FINISH GRADE <br />SECURE SIGN TO <br />POLE w/ (2)-3/8" DIA. <br />BOLTS <br />NO PARKING SIGN SCALE <br />1" = 1'-0" <br />LOCATE AT DUMPSTER LANDSCAPE <br />NO <br />PARKING <br />DO NOT <br />BLOCK <br />DUMPSTERS <br />1'-0" <br />8 <br />UTILITY NOTES: GENERAL <br />1.ALL UTILITY CONSTRUCTION SHALL CONFORM TO THE LOCAL UTILITIES DEPARTMENT <br />STANDARDS AND SPECIFICATION, AND WILL BE SUBJECT TO THEIR INSPECTION AND <br />ACCEPTANCE. <br />2.THE LOCATION OF EXISTING UTILITIES SUCH AS WATER MAINS, SEWERS, GAS LINES, <br />ETC., AS SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE <br />INFORMATION AND IS GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. <br />CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE ACCURACY OF THE LOCATED <br />IN THE FIELD PRIOR TO START OF CONSTRUCTION. <br />3.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD OF ANY <br />DISCREPANCIES FOUND BETWEEN THE PLANS AND FIELD CONDITIONS PRIOR TO START <br />OF CONSTRUCTION. <br />4.THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE EXISTING UTILITY <br />EASEMENT. <br />5.CONTRACTOR SHALL INSPECT PIPING AND MATERIALS BEFORE INSTALLATION TO <br />DETECT APPARENT DEFECTS. <br />6.CLEAR INTERIOR OF PIPE OF DIRT AND OTHER SUPERFLUOUS MATERIAL AS WORK <br />PROGRESSES. MAINTAIN SWAB OR DRAG IN LINE AND PULL PAST EACH JOINT AS IT IS <br />COMPLETED. PLACE PLUGS IN ENDS OF UNCOMPLETED CONDUIT WHENEVER WORK <br />STOPS. <br />7.MAINTAIN MINIMUM COVER AND SPACING PER LOCAL CODES. <br />8.WHERE APPLICABLE, UTILITY TRENCHES CROSSING PAVEMENT AREAS SHALL BE BACK <br />FILLED WITH COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH <br />A.A.S.H.T.O.-T-99 <br />9.CONTRACTOR SHALL VERIFY THAT EXTERIOR SIGNS , OCB AND CAMOPIES COME <br />COMPLETE WITH ALLL ELECTRICALS INSTALLED FOR COMPLETE INSTALLATION. <br />10.CONTRACTOR SHALL VERIFY THE VENDOR'S INSTALLATION REQUIREMENT FOR THE <br />MENU BOARD AND PREVIEW BOARD. <br />GENERAL NOTES <br />NOTE: <br />THE DELIVERIES OPERATIONS HOURS <br />"LOADING AND UNLOADING OF DELIVERIES SHALL OCCUR BETWEEN 8am AND 8pm" <br />THE RESTAURANT OPERATIONS HOURS <br />"INDOOR AND OUTDOOR DINING AREA SHALL OPERATE WITHIN 6am AND 11pm <br />AND DRIVE-THROUGH 24 HOURS" <br />1'-6" <br />3" <br />6" DIA. STANDARD PIPE OR <br />(4" WHERE NOTED) FILLED <br />W/ CONCRETE. CASING TO <br />BE .04 INCHES THICK. <br />PAINT TRAFFIC YELLOW <br />CONCRETE PAVING <br />SEE CIVIL DWGS. <br />18" DIA. CONCRETE <br />FOOTING <br />3' <br />- <br />0 <br />" <br /> <br />( <br />F <br />O <br />R <br /> <br />4 <br />' <br /> <br />H <br />I <br />G <br />H <br />) <br />4' <br />- <br />0 <br />" <br /> <br />( <br />F <br />O <br />R <br /> <br />6 <br />' <br /> <br />H <br />I <br />G <br />H <br />) <br />3' <br />- <br />0 <br />" <br />CONCRETE CAP <br />SLOPESLOPE <br />BOLLARD DETAIL 1" = 1'-0" <br />SCALE <br />ACCESSIBLE PARKING SIGN, <br />ATTACHED TO 3" SQ. SIGN POST w/ <br />(2) 3/8'' BOLTS. SEE DETAIL 4/SP.2 <br />CONCRETE FOOTING, SIMILAR <br />TO THE CONCRETE USED IN <br />THE BUILDING FOOTING <br />ATTACHMENT DETAIL <br />(VIEW FROM ABOVE) <br />1'-0" <br />DIA. <br />3" <br />3' <br />- <br />0 <br />" <br />VE <br />R <br />I <br />F <br />Y <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br />PE <br />R <br /> <br />L <br />O <br />C <br />A <br />L <br /> <br />Z <br />O <br />N <br />I <br />N <br />G <br />OR <br />D <br />I <br />N <br />A <br />N <br />C <br />E <br />FINISHED GRADE <br />SIGN POST BASE DETAIL <br />1/2" = 1'-0" <br />SCALE <br />6" <br />4" <br /> <br />* <br />MI <br />N <br />1/2" RADIUS TOOL EDGE <br />ASPHALT PAVING <br />CONCRETE CURB <br />1/2" EXPANSION JOINT <br />WITH JOINT FILLER <br />FILL MATERIAL 6" MIN. <br />COMPACT AS NEEDED <br />(N) CONCRETE PAVING <br />LIGHT BROOM FINISH - <br />MATCH ADJACENT WALK <br />* MATCH EXISTING WALK THICKNESS <br /> BUT NO LESS THAN 4" <br />CONCRETE - CURB <br />DETAIL 11 <br />2" = 1'-0" <br />SCALEEXP. JOINT AT WALK <br />4" <br />MI <br />N <br />. <br />6" <br />1/2" EXPANSION JOINT <br />WITH JOINT FILLER <br />FILL MATERIAL 6" MIN. COMPACT <br />AS NEEDED <br />(N) CONCRETE PAVING <br />LIGHT BROOM FINISH - <br />MATCH ADJACENT WALK <br />* MATCH EXISTING WALK THICKNESS <br /> BUT NO LESS THAN 4" <br />1/2" RADIUS TOOL EDGE <br />(E) SIDEWALK <br />11 <br />2" = 1'-0" <br />SCALE <br />JOINT FILLER <br />FACE OF WALL <br />1/2" EXPANSION JOINT <br />FILL MATERIAL 6" MIN. <br />COMPACT AS NEEDED <br />4" <br />CONCRETE PAVING LIGHT <br />BROOM FINISH - (2%SLOPE <br />AWAY FROM BUILDING) <br />MI <br />N <br />. <br />EXP. JOINT AT WALL 11 <br />2" = 1'-0" <br />SCALE <br />LANDSCAPING <br />6" <br />V. <br />I <br />. <br />F <br />. <br />1' <br />- <br />6 <br />" <br />6" <br />NOTE: <br />PAINT CURB SAFETY <br />YELLOW AT WALKWAYS. <br />SACK FINISH FACE <br />OF CURB <br />CONCRETE CURB <br />2" <br />DETECTABLE WARNING <br />O/ CONC. PAVING <br />1/2" RADIUS <br />4"(1) - #4 HORIZ. BAR @ <br />TOP & BOTTOM <br />3" <br />CURB AT LANDSCAPE <br />AREA 1" = 1'-0" <br />SCALE <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />15 <br />1620 <br />19 <br />S H E E T N U M B E R <br />A2157 <br />Pl <br />o <br />t <br />t <br />e <br />d <br />: <br /> <br />5/ <br />2 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> <br />8 <br />: <br />5 <br />1 <br /> <br />A <br />M <br /> ( <br />la <br />u <br />r <br />e <br />) <br /> <br />F <br />i <br />l <br />e <br />: <br /> <br />05 <br />_ <br />a <br />2 <br />1 <br />5 <br />7 <br />_ <br />a <br />s <br />2 <br />. <br />1 <br />_ <br />s <br />i <br />t <br />e <br /> <br />d <br />e <br />t <br />a <br />i <br />l <br />s <br />. <br />d <br />w <br />g <br />PROJECT NUMBER <br />2025.05.02 <br />DATE <br />R E V I S I O N S <br />S T A M P <br />SHEETS BEARING THIS SEAL AND WET SIGNATURE <br />ARE AUTHENTICATED. RESPONSIBILITY FOR ALL <br />OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS <br />ARE DISCLAIMED. <br />P <br />R <br /> <br />O <br /> <br />J <br /> <br />E <br /> <br />C <br /> <br />T <br />L <br />O <br /> <br />C <br /> <br />A <br /> <br />T <br /> <br />I <br /> <br />O <br /> <br />N <br />C O N S U L T A N T <br />S <br />H <br /> <br />E <br /> <br />E <br /> <br />T <br /> <br /> <br /> <br />T <br /> <br />I <br /> <br />T <br /> <br />L <br /> <br />E <br />C COPYRIGHT 2025 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL. <br />16 <br />0 <br />1 <br /> <br />N <br /> <br />B <br />R <br />I <br />S <br />T <br />O <br />L <br /> <br />S <br />T <br />, <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />9431 HAVEN AVENUE, SUITE 212 <br />RANCHO CUCAMONGA, CA 91730 <br />P. 909.259.9971 | F. 909.944.8409 <br />www.AmorArch.com <br />WEST COAST | CENTRAL | EAST COAST <br />SHEETS BEARING THIS SEAL AND WET SIGNATURE <br />ARE AUTHENTICATED. RESPONSIBILITY FOR ALL <br />OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS <br />ARE DISCLAIMED. <br />DATE SIGNED: 05/02/2025 <br />BRISTOL CENTER <br />PROPERTIES LLC <br />714 S PLYMOUTH BLVD <br />LOS ANGELES, CA 90005 <br />AMIR HOURIANI <br />aihouriani@gmail.com <br />SI <br />T <br />E <br /> <br />D <br />E <br />V <br />E <br />L <br />O <br />P <br />M <br />E <br />N <br />T <br />TE <br />STA RN <br />FOAOCFLI <br />AI <br />LICENSED ARCHITECTWILLIAA.AMOR <br />DATE <br />8/31/2025 <br />M <br />C - 24421 <br />RENEWAL <br />1 1/31/25 PLAN CHECK CORRECTIONS <br />2 4/1/25 PLAN CHECK CORRECTIONS <br />3 5/2/25 PLAN CHECK CORRECTIONS <br />LIGHT POLE BASE DETAIL <br />N.T.S. <br />SCALE <br />N <br />N <br />3 <br />3