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i <br /> ESCALON STORM SEWER <br /> ROAD INDEX PILE- YEAR SHEET I TOTAL <br /> NO, II <br /> < ' <br /> 35•E 35 E E-110 11"61 3 4 <br /> MANHOLE %�¢ CVIY iron '1� PLAN <br /> STEP DETAIL CpOTY OF SAN JOAQUIN <br /> Scale I%2"= 1=0" , <br /> Q Submitted abruory 44,19 <br /> Note: <br /> 22- o'" <br /> Steps shall be hot dipped "r) C2 • <br /> Bars. T. f B, a/vonized after fabrication :. T� j L. H. BrodNy R.E. 70 <br /> County Road Commissi r <br /> 17 ot <br /> N ELEVATION <br /> - - — — — — - - - - — u u <br /> For obwa/ s/ooeioy sea easy I <br /> U wall ¢/¢vQY/ons See eosT wall ¢/eY.,f <br /> V � � f'or o%we/ sloocin9• <br /> tj <br /> 4 Bar chairs : aced Cos/ iron frame 4 cover <br /> a e 3-00{ etrs.T.o�sv st/y, Top of Pavement City of Stocklon standard <br /> h I h � •f=s'±c>rs. Laay:>odao/r <br /> � - R R � •. <br /> xl lip <br /> o <br /> - — -1 6 " <br /> 42� Cox. N 23 "X35 "!(a h/a <br /> = s • <br /> Pipe Sump <br /> Centered Below I ,V 0 'k �--240 LD.--'� <br /> Pump Opening a 06- 0 /B"C.C. is � � " <br /> I SOo.we'cs- M `. <br /> 0 /n Deck r 6: C • M ie a/ ; . >� 6e/1 st ;� <br /> Precast � <br /> Reinforced <br /> S Diagonal bars I I SECTION A-A <br /> 4"Ctrs. Concrete <br /> 0 + ••. <br /> :. . 15eC/10173 a •., <br /> .. <br /> i l.A <br /> sy�re7iieo/ About 4 e C.Ot / Foe / ••� 4-0" I D ._ <br /> TOP REINFORCING Q .�� BOTTOM REINFORCING / • �— <br /> 0 <br /> gASE SLAB PLAN 6 ® r2"C..C. oe as rho'0vr< 0"7 Te/o 19/o6 P/ate, %Z <br /> N i <br /> e <br /> I � 'g•,jam-. �S ® 6 " C.C.. ''" -__. . S C w . I4 V' Sr"I 4 <br /> T 19147 � ° • e •'- �— <br /> SECTION 8-8 <br /> e. <br /> I ' MANHOLE DETAIL <br /> Scale 3/4" = V <br /> S O"a9, Bars I /- On/ wi>A cover <br /> eo&om 0'7/y s' <br /> 6" C/is, <br /> From S -1 <br /> V 29 Dia, I ,� <br /> 1fovtho% W N Cost iron frame 9 cover <br /> •cD fCovir` 1 ® City of Stockton standard <br /> L1 <br /> PUMP \ ° i R - - - - - --- <br /> I <br /> I 1 <br /> 1 <br /> SECTION C C '.. /6 <br /> I <br /> Ix <br /> h• •y • <br /> i <br /> -� m� CATCHBASIN DETAIL <br /> U <br /> - F � T - ° •' , � Scale I�� = 11'•. . �'. <br /> TOP SLAB PLAN SEC7K>%4 XX <br /> See pe" two <br /> NOTE NOTE• NOTE <br /> f. Unless o wise &town, p1we rMkirevowt so that <br /> •. : : :-` . '.. ::; . ;:: : <br /> MANHOLE DIMENSIONS THIS END ARE NOT TOP REINFORCING A$ SHOWN ABOVE. •e .. . ....: . . . . .• ,.. <br /> ..NAL. ANCHOR BOLT LAYOUT AND $12E S DIAGONAL EARS 00 IN THE BOTTOM a , ,'•.', •,. .-•;.. . .° " • • ''� '•.•. .' . <br /> Of OPENINGS TO BE DETERMINED BY THE STEEL ONLY@ ft clear &iIh +e bet~ the face of the c&x ete f <br /> BOTTOM STEEL TO BE SPACED THE SAME <br /> PUMP MANUFACTURER. BOTTOM <br /> GHOMIM ABOVE. #x nearest reinArrepmO /s Aw (4jnche3 except <br /> ONE M.H. /S TO BE WITHOUT COVER BOTTOM TRAMGVERSE EARS TO EEG BARB . where conc'rete,is placed against earth or rock, <br /> Where the miawmum clearance shall be three (3') <br /> inches. <br /> i <br />