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ESCALON STORM SEWER <br /> CONSTRUCTION DETAILS INDEX f1 YEAR <br /> 35•E 35 E E-111 . 1956 2 1 4 <br /> III <br /> COUNTY OF SAN JOAQUIN <br /> I I I <br /> q. <br /> 1 <br /> Submitted: _Febt- t�56 <br /> I I Iie X I%8 Machine �`l>% �% <br /> X X II O - bolt (TyPical) � /�p � L. H. Bradley R.E. 7077 <br /> See page See page 'Co County Rood Commissioner <br /> �-L_ ,f <br /> � � 3 � 3 Drill�s hole <br /> i /B"0x6A4 <br /> Anchor bolt (Tyµ <br /> 3" <br /> Sum Woll f2� <br /> a <br /> �v <br /> I I i <br /> I <br /> � \ Rod Rung @ 3 0± C.C. (l2 reguircd) <br /> 2"C/ear 2"Clear L — w <br /> .�v l2"C.C. 2 "/25Bor x /0-I/2 Long. <br /> )7TII Drill /s2 hoks for rungs. <br /> 3 Clear Ye 3"Clear : *5 <br /> - <br /> 5 8 Ctrs. 5 @ l6 Ctrs. 5 @ 8' Ctrs. 5N 16� Clrs. <br /> Symmetrical About #5 Dowe/s �5 Dowels <br /> INSIDE CURTAIN OUTSIDE CU TA <br /> INSIDE CU TAIN OUTSIDE CURTAINNote: All anchor bolts to be set <br /> ir�Sump floor before pouring concrete <br /> WEST WALL 5@ 9"Ctrs. <br /> LADDER DETAILS <br /> 5@ 9"Ctrs. END ALLScale i 3 = I' <br /> f-10-32 xAe' Bross screwoput <br /> y ox AV' Brass collar 4set screw <br /> Lead <br /> A A BN C9 I <br /> Porcelain spool insulator �-%•x l% Cop screw 4 each <br /> 22'0" Two ,�x6""mach bolts spaced /=6 Hubbard No /608 or egrn/ <br /> centered on line with pump opening <br /> B <br /> x " Mach boll onut '/2 x Variable brass electrode <br /> - - - - - - - - - -- - - -- - - - - - - - - - - - - - - -- <br /> - - - - - I ;M C/47mp2%z'x %K <br /> 'a5 @ 3"Ctrs. a Mild Steel-�' <br /> V <br /> I To be bent in field <br /> t `o X/6 Plate Galvanized Pipe ELECTRODE DETAIL <br /> Scale <br /> Control' sctro a "D"to be <br /> 6"� X2"4. determined <br /> . m 2.XIron <br /> Ch tt of bnd - from pump `co <br /> manufacturers N Tack Weld %"S<x4$Rad <br /> spccNicotions <br /> 2 Clear � c <br /> �--- 5-0" 4.0 <br /> 3"Clear tL,8.Ctrs. <br /> -'�" "5@41Ctrs. 'S06' Ctrs. "5C''4'Ctrs'� *5@8"Ctrs � , <br /> 'S Dowels PLAN E 2=0" <br /> 8 Scale 1/4"= I' •Meter pole PIPE BRACKET IF <br /> t <br /> = <br /> INSIDE CURTAIN EAST WALL Scale I" I' <br /> 5@ 9"Ctrs. -� <br /> rr! use <br /> 8-0"x 8-0� Hoe Set anchor bolts of time of deck pour. <br /> " 19-0'± Location to be determined from building <br /> Sttc I Pu <br /> erection limp/aces. Building shall be <br /> /3-0 <br /> erected in accordance with the <br /> o pipe brocktts 20" rt— <br /> monutacturers specifications and <br /> instructions. <br /> t (ace detail) �.� '+{, , 619.8 <br /> - <br /> Dimensions far the pump Pwm openings and <br /> I I i <br /> l=6" 2=s" l s' -•' 30 other equipment shall be furnished <br /> h I I after manufacturers data are <br /> x <br /> u 5 @ 3 Ctrs I All uachar bolts, exposed both a'nuts o' Dischorge Ape .Deta/! Wire mesh <br /> received <br /> .� I To be bent in field I of/ uld/s of the Aadder aWl be galvanized. Note: 1.0" <br /> T/k /odder -Voll be 'fbt-Dp"g011%00 td &wkOs,-for-dischmyz pipes,� be <br /> Concrete Fipish surface os directed Otter fabricotan.ipe trm»uficturrd 10 fit 9lhlte lm+aesi pymp . <br /> ' Before olnl e i �e I L&r(-wwd,)tdlor to cernbr ivM11 *e. en9inetr. 9 by <br /> I I 1*"hsk /ocofiawes may be varitd from Most <br /> shown where aeocsmry to meet field <br /> conditions, .wbject to tht opprow/ of si E L. Elev. <br /> I the £nyineer. 109.0 <br /> 2"C/car Elev. 108.0 <br /> 3''Clear C/tmr aroulben surface of phot in Conbct <br /> �— "5@ 8 Ctrs. '0t5 16"Gt ---i N <br /> "'S Dowels u `r5 Rod ►Wth mortar d concrete Elev. 105.3 42' R.C.P <br /> -0 <br /> I <br /> OUTSIDE CURTAIN EAST WALL 5'3'x--s-o"—�-1-9' <br /> .� 22:0•• 12'0"Scale 1/2"= i' /-0 <br /> 5@ .9 Ctrs. TYPICAL DOWEL SECTION A-A SECTION B-B <br /> �p. <br />