Laserfiche WebLink
---- - - ------------ 5 <br />10.0' <br />2.0' 8.0' 16.0' <br />CHAIN LINK FENCE <br />- 4 <br />3'�76" AB ROAD <br />2.0' <br />-10.0' <br />8.0' <br />- - - I `CHAIN (LINK FENCE <br />4 <br />76" AB ROAD <br />24.0' <br />29.4' <br />4= <br />Construct trash rack <br />of #5 bars 8" o.c. <br />vertical and 18" o.c. m <br />horizontal <br />Do not attach bottom <br />of "Trash Rack" to slab <br />Variable <br />45" <br />EL: f 19.0 <br />�I <br />N <br />100.3' <br />52.3' <br />INSTALL 10 LF 8" <br />SD O <br />5 0,915 _ <br />- - - - - - - - - <br />NECT TO EXISTING - - - - r- ,'�' - - - - - - - � - - - - - r01 BFWN <br />� ' _-- <br />-' <br />INV=19.85 NEW > - L '_ _ _ _ _ _ _ _ _ �_ <br />1' 7 <br />INV= 3.5± EXIST. <br />)LE FIER I <br />)ETA INSTALL 8 -INCH BUTTERFLY 'I <br />LL 2 LF 12" VALVE WITH ACTUATOR do <br />iD O S=0.005 FLOW SWITCH <br />CONTRACTOR TO PROVIDE <br />SUBMITTALS TO SAN JOAQUIN <br />PIPE INLET COUNTY FOR APPROVAL <br />RASH RACK PRI01 TO INSTALLATION <br />'LAN D-19 <br />INV 20.00 <br />^l <br />Z, B <br />LOT B <br />25.6' 22.6' <br />6.0' BY 1.0' <br />BERM FOR SE <br />CONTRC <br />SECTION A <br />O RETENTION BASIN DETAIL <br />L Variable 1 I <br />4" <br />NOTE: <br />All reinforcing to be #4 O 4" <br />4" 12" o.c. use class "B" concrete. <br />#4 O 12 <br />SIDE VIEW O.C.(typical)- <br />Q PIPE INLET DETAIL <br />�o <br />0 <br />ee <br />TOP VIEW <br />24.0' <br />" <br />SECTION B <br />10.0' <br />8.0' - <br />2.0' <br />63.8' <br />`CHAIN LINK FENCE <br />4-_--- - <br />1� �6" AB ROAD <br />Construct trash rack <br />4 <br />of #5 bars 8" o.c. <br />vertical and 18" o.c. <br />horizontal <br />SCHEMATIC IS FOR REFERENCE <br />ONLY CONTRACTOR TO SUBMIT <br />SHOP DRAWINGS FOR APPROVAL <br />PRIOR TO INSTALLATION <br />Bend outer bars of grate SERVICE PANEL CONTROL <br />into an "EYE" and connect W/ METER PANEL <br />to "EYE" of "U" bars set <br />into wall CP <br />MOTOR <br />BUTTERFLY <br />VALVE V <br />_ V•�� (E) D1728� <br />17 <br />7.5' <br />EXIST. STORM <br />DRAIN <br />0 CONTROL PANEL SCHEMATIC <br />TRASH RACK <br />I I <br />ANTER STAVE <br />tfj <br />I I <br />c <br />DITC <br />Ise <br />GUERNSEY'AVENUE <br />(D ENTRANCE DETAIL <br />10.8- <br />25.9' 8.0' 2.8' <br />CHAIN LINK FENCE <br />11 6" AB ROAD <br />OPEN GRATE <br />12" SD O S -0.5X <br />PVC OR <br />ABS TEE -� <br />16" <br />8" 24" <br />FINISHED GRADE <br />7 <br />-\10' P.b.t.(Y) 25' <br />6 -FOOT 5t) 6--Wj 4V v <br />BY OTHERS OI <br />45 CUT 2x6 PRESSURE TREATED (P.T.) HEADER <br />r - FINISHED PAVEMENT GRADE <br />NOTE: <br />SPLICE HEADER WITH <br />1x4x8" P.T.D.F. SPLICE <br />BLOCK. SET 1" BELOW 2x2 P.T.D. F. STAKE x 14" LONG <br />TOP OF HEADER. DOUBLE STAKE SPLICES <br />O 4' O.C. O CORNERS <br />(D HEADERBOARD DETAIL <br />8" BUTTERFLY VALVE <br />W/ SNAP JOINT COUPLING <br />FOR QUICK DISCONNECT FROM <br />VICTAULIC OR APPROVED EQUAL <br />4 48" MANHOLE PER <br />SJC0. STD DWG CW -S7 <br />W/ GRATED COVER <br />(D MANHOLE & CONNECTION DETAIL <br />1 <br />EXIST. SADDLE <br />MANHOLE <br />EXIST. 60" SD <br />13.5'± <br />Na. 62009 <br />EXP. 9/30/2007 <br />Z <br />Z <br />tot <br />NO <br />to <br />Q <br />N <br />�Q) <br />III - <br />W <br />Q �u <br />U <br />0 <br />Q) <br />v <br />m� <br />N <br />5 <br />qt <br />W <br />0 <br />A <br />a <br />1111- <br />H1L <br />3� <br />0 <br />Z <br />0 <br />lD <br />LaJ <br />W <br />CO <br />Z <br />Z <br />% r10• <br />0 <br />6 <br />m6 <br />U <br />lLJ <br />a N <br />v <br />Z <br />NO <br />LA <br />III - <br />0 <br />Y <br />O <br />U <br />qt <br />O <br />1111- <br />H1L <br />CL <br />LaJ <br />Z <br />J <br />W <br />M <br />> <br />Q <br />Q <br />Z <br />W <br />LLJ <br />O <br />N <br />Z <br />LJ <br />LTJ <br />� <br />O <br />U <br />C7 <br />J <br />N <br />W <br />M <br />Design <br />DMA <br />Check <br />AMC <br />Date <br />06/27/06 <br />Scale <br />NTS <br />Original Drawing Scale <br />11 <br />10 36.. 1 <br />Sheet Number <br />10 Of 10 <br />Project File No. <br />OS -112 <br />