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BOLLA <br />- TYPICAL OF T% <br />- REFER TO DETAIL 31C <br />STUB UP FOR ELECTRIC <br />SENTRY LIGHTING SYSTE <br />AIR/WATER STATION, INSTALL P <br />MAUFACTURERS SPECIFICATIC <br />PARKING STRIPI. - <br />PIPING NOTES: <br />ALL WATER PIPING, SHALL BE RIGID <br />PIPING BEFORE ENTERING MANHOLE. <br />ALL EXPOSED WATER PIPING SHALL <br />BE RIGID PIPING. <br />BOLLARD <br />o - TYPICAL OF TWO <br />- REFER TO <br />DETAIL 3, THIS <br />SHEET <br />� t <br />L----------__J <br />ELEVATION <br />ACCESSIBLE <br />SYMBOL TV <br />4" WIDE WHITE <br />PARKING STRIPING <br />NOTE: <br />MAXIMUM PERMITTED SLOPE OF <br />ANY ACCESSIBLE PARKING SPACE <br />SHALL NOT EXCEED 2% IN ANY <br />DIRECTION. <br />-SENTRY LIGHTING SYSTEMS <br />SERIES 98-A TWO REELS (FREI <br />AIR COMPRESSOR) SUPPLIER <br />DURO MANUFACTURING <br />(775)687-8866 <br />18" DEEP CONCRETE <br />SLABIFOOTING WITH <br />MEDIUM BROOM <br />FINISF <br />CONCRETE SLAE <br />518"x14" LONG ANCHOI <br />BOLTS (8) W1 MAXIMUP <br />11" THREAD ABOVE <br />RECEPTACLE <br />DED BY OWNER <br />12"0 BAKER 400-12RL MANHOLE W1 <br />TRAFFIC RATED COVER <br />M EQUIPMENT <br />tDED BY OWNER <br />PROVIDE QUICK CONNECT <br />EMERGENCY HOSE ADAPTER "GILMOUR" <br />SHUT-OFF 09QC OR EQUAL WITH <br />SHUTOFF <br />NCRETE SLAB <br />RB FLOW _ <br />UP FOR WATER <br />VATER SUPPLY LINE <br />SECTION - "A" <br />AIR 1 WATER DISPENSER <br />12" HIGH STENCILED <br />LETTERS PER CITY <br />STANDARDS <br />SCALE: 114"=1'-U' <br />112" RADIUS --� <br />BLUE — <br />WHITE — <br />NOTE: <br />REFLECTORI2ED SIGN <br />CONSTRUCTED OF <br />PORCELAIN STEEL <br />WITH BEADED TEXT <br />OR EQUAL. <br />KIOSK <br />ACCESSIBLE <br />PARKING SIGN'A' BLUE <br />WHITE <br />PEA GRAVEL BACK FILL <br />UTILITY BOX <br />(SUPPLIED BY SAFEWAY) <br />NOTE: <br />ALL STORM DRAIN PIPING BENEATH CONCRETE SLAB TO BE PVC <br />SDR35. <br />f I 80" MIN. TO <br />�J FREE STANDING <br />36" MIN. FOR <br />WALL MOUNTED <br />A TO TOP OF <br />WALKING SURFACE <br />NOTE: <br />BLUE PAINT PER CITY <br />STANDARDS. <br />VAN ACCESSIBLE PARKING <br />SCALE: 1"=10' <br />I <br />STORM DRAIN CLEANOUT <br />IN CONCRETE SLAB <br />SCALE: NTS <br />INISH GRADE <br />UEL CENTER SLAB <br />'TANDARD CAP <br />" PVC SDR35 45° <br />:LBOW <br />SCALE: NTS <br />FINISH GRADE <br />FILL PIPE WITH CONCRETE <br />6"SQ.x6'Lx.188" <br />STEEL BOLLARD <br />- CENTER WITHIN <br />FOOTING <br />- COLOR: RED <br />AC. PAVING OR <br />CONCRETE SLAB <br />CONCRETE FOOTING <br />BOLLARD DETAIL <br />SCALE: 1I2"=1'-0" <br />6" 18" ONSTRUCT PAVEMENT <br />SECTION PER SHEET CIA <br />314"R(TYP.) <br />4% <br />C2 <br />4 Q' <br />C. <br />O O <br />I9i=lI11- Lill=1111- <br />COMPACT SUBGRADE SOILS <br />TO 95% RELATIVE MAX. <br />DENSITY PER SOILS REPORT <br />6" CURB AND 18" GUTTER <br />SCALE: NTS <br />BACK OF CURB OPTIONS PER PLAN: <br />1. PROVIDE 112" DROP TO FINISHED GRADE <br />LANDSCAPING; OR, <br />2. BACK OF CURB FLUSH WITH NEW <br />SIDEWALK. <br />(2) 18" LONG #4's BARS <br />AT EXPANSION JOINTS <br />2500 PSI PCC <br />4" MAX. SLUMP <br />GENERAL NOTES: <br />A. WHEN THE CURB IS PLACED ADJACENT TO AN EXISTING <br />OR FUTURE. IRRIGATED LANDSCAPE AREA, PCC SHALL <br />EXTEND DOWN AS SHOWN FOR MOISTURE BARRIER. <br />B. WHEN CURB IS NOT LOCATED AS 1N NOTE A, DEPTH MAY <br />BE REDUCED. <br />C. EXPANSION JOINTS SHALL BE PLACED AT ALL CORNERS, <br />EC's, BC's, AND AT 40' MAXIMUM SPACING. <br />6" <br />NOTE: <br />1 112" <br />SIGN TO BE CENTERED AT <br />R= 114" <br />THE INTERIOR END OF <br />PARKING SPACE <br />AREA OF SIGN TO BE <br />R= 314" <br />A MIN. OF 70 SQ. IN. <br />RESERVED <br />DESIGNATE FOR <br />FOR <br />"VAN ACCESSIBLE" <br />HANDICAPPED <br />WHERE APPROPRIATE <br />VAN ACCESSIBLE <br />f I 80" MIN. TO <br />�J FREE STANDING <br />36" MIN. FOR <br />WALL MOUNTED <br />A TO TOP OF <br />WALKING SURFACE <br />NOTE: <br />BLUE PAINT PER CITY <br />STANDARDS. <br />VAN ACCESSIBLE PARKING <br />SCALE: 1"=10' <br />I <br />STORM DRAIN CLEANOUT <br />IN CONCRETE SLAB <br />SCALE: NTS <br />INISH GRADE <br />UEL CENTER SLAB <br />'TANDARD CAP <br />" PVC SDR35 45° <br />:LBOW <br />SCALE: NTS <br />FINISH GRADE <br />FILL PIPE WITH CONCRETE <br />6"SQ.x6'Lx.188" <br />STEEL BOLLARD <br />- CENTER WITHIN <br />FOOTING <br />- COLOR: RED <br />AC. PAVING OR <br />CONCRETE SLAB <br />CONCRETE FOOTING <br />BOLLARD DETAIL <br />SCALE: 1I2"=1'-0" <br />6" 18" ONSTRUCT PAVEMENT <br />SECTION PER SHEET CIA <br />314"R(TYP.) <br />4% <br />C2 <br />4 Q' <br />C. <br />O O <br />I9i=lI11- Lill=1111- <br />COMPACT SUBGRADE SOILS <br />TO 95% RELATIVE MAX. <br />DENSITY PER SOILS REPORT <br />6" CURB AND 18" GUTTER <br />SCALE: NTS <br />BACK OF CURB OPTIONS PER PLAN: <br />1. PROVIDE 112" DROP TO FINISHED GRADE <br />LANDSCAPING; OR, <br />2. BACK OF CURB FLUSH WITH NEW <br />SIDEWALK. <br />(2) 18" LONG #4's BARS <br />AT EXPANSION JOINTS <br />2500 PSI PCC <br />4" MAX. SLUMP <br />GENERAL NOTES: <br />A. WHEN THE CURB IS PLACED ADJACENT TO AN EXISTING <br />OR FUTURE. IRRIGATED LANDSCAPE AREA, PCC SHALL <br />EXTEND DOWN AS SHOWN FOR MOISTURE BARRIER. <br />B. WHEN CURB IS NOT LOCATED AS 1N NOTE A, DEPTH MAY <br />BE REDUCED. <br />C. EXPANSION JOINTS SHALL BE PLACED AT ALL CORNERS, <br />EC's, BC's, AND AT 40' MAXIMUM SPACING. <br />6" <br />1 112" <br />R= 114" <br />R= 314" <br />PVMT SECTION <br />PER PLAN <br />8" MIN <br />SEE NOTE B <br />�¢ <br />� <br />O <br />12" <br />z <br />PVMT TAPER <br />uj <br />CLASS 3 AGGREGATE BASE <br />�6" MIN. DEPTH OR PER <br />SOILS REPORT <br />RECOMMENDATIONS <br />CUT-OFF CURB <br />SCALE: NTS <br />NOTE: <br />PAINT ARROWS WITH (2) COATS OF WHITE TRAFFIC PAINT AT PARKING AREAS AND PAINT WITH <br />(2) COATS OF WHITE BEADED REFLECTIVE PAINT AT CURB CUTS, DRY BETWEEN COATS (USE <br />YELLOW PAINT IN SNOW CLIMATES). <br />PAINTED DIRECTIONAL ARROW <br />SCALE: 112"=1' <br />fit <br />500 WEST CAPITOL AVENUE <br />(NEST SACRAMENTO, CA <br />95605 <br />P.O. BOX 15618 SACRAMENTO, CA <br />95852 <br />REVISIONS <br />.design <br />professionals <br />civil engineers . land surveyors • land planners <br />19091 Santa barbara at. san suis Obispo, Co 93401 <br />ph: 8051549-011358 - email_ eda@edainc.com <br />SHEET TITLE <br />SITE DETAILS <br />PROJECT NAME <br />RALEY'S #356 <br />FUEL CENTER <br />FRONTAGE ROAD & <br />MORADA LANE <br />STOCKTON, CALIFORNIA <br />PROJECT .NO. <br />2.3208.000 <br />DRAWN BY <br />La SCALE <br />AS SHOWN <br />Lj DATE <br />23 JUNE 2005 <br />PAGE NO. <br />