Laserfiche WebLink
• <br />0606 0'0 0 <br />'W 41�yz <br />16 1 <br />11 <br />Co�%o47cl in IZ"I& .ye,-& 'k, <br />A 01.21lkW e 0 017AW /;017 <br />of .95 <br />< <br />-4 <br />otc <br />/0" O. <br />- <br />O. A. 040" A-fG'A• <br />TYPICAL TRENCH BACKFILL DETAIL <br />NOTES <br />z '10'lelallye <br />'9*0// he /0-y/`Va' by S/a;,'e 0,-0 <br />0e,-1 orb Wo,4-S, <br />Z. 411 'reisA;-'Op he <br />,7e470 C'W/ fo 11--le '0 Or <br />31 Alo J*11s1730` I.- 1041V'7(4f 017// ZW <br />Adko-arrl7rd'41' W11h,"'r A110 S15"el-I <br />(Isea" M"Oe'or a"Opraveol-dX <br />Cover,' <br />N\�� <br />L Frame <br />� 1% % <br />T <br />T <br />% <br />SECTION A -A <br />@Do It 0 or C)o C; <br />4 5� <br />OC? O • ':Z1 <br />X//< \112 <br />,F�011 A' <br />TYPICAL SECTION <br />SURVEY MONUMENT <br />FRAME AND COVER ASSEMBLY <br />`Back of CUI-16 <br />Top of Cur <br />one <br />Irs <br />A 11 ©IFlowline of C, ut fet <br />A <br />Eirpanslor? Joint <br />z 9 14170m, rLipofGufter <br />PLAN <br />Curb //7lef Too 0{ ci,'rb <br />&Pa'?Sion Join! Flowline of Cutter') <br />- - - - - - - - <br />24 die. <br />SECTION A -A <br />0 o(=I vz"o Boli <br />Boss to hold <br />Grout Frame to <br />inplia- I :F'. <br />Concrete Pipe, <br />24 dia, pipe <br />min wift <br />#,&pro Vol of the Dirs ctoi- ofP01iC We, <br />NOTES <br />Catch 54sin Framed <br />6p�aie shallbe I A-4208.pt r by P1NJ<ERTotv` s <br />i m1gd <br />FOUAIL)RY, Lodi, Calif. oraqwpl. <br />N <br />2.777is Basin May only be <br />S 00 <br />used with the 47pproval <br />. <br />of The Director of Public Works. <br />Zt SECTION B-B 3, Chain Grate to Fterne. <br />APPROVED <br />pWNI ON 0119PO NO. 10001t CLKARPRINT <br />CATCH BASIN No. 2-A <br />1 MAIN ST <br />211DIAM, EXTRA STRONG <br />GALVANIZED STEEL _0� <br />N <br />PIPE k <br />� <br />48. <br />TYPICAL STREET SIGN <br />INSTALLATION_ <br />NOTES <br />1. STREET SIGNS SMALL BE COMPLETLY REFLECTORIZED <br />ON AN ALUMINUM PLATE 0.125" THICK. <br />2. STREET SIGNS SHALL BE A SINGLE PLATE AND <br />DOUBLE FACED. <br />3. THE LEGEND OF STREET SIGNS SHALL BE WHITE <br />ON A GREEN BACKGROUND. <br />STREET SIGN POST <br />J&PATION DETAIL <br />IV Diiv vleel S/I-',* /S' 't 0;4d <br />of <br />STANDARD STREET SIGN DETAILS <br />2'6- <br />46 <br />Soft Br <br />ush <br />71 <br />-AfMhOr- bOffS <br />A <br />4 ' <br />all <br />VERTICAL CURB a GUTTER <br />COMMERCIAL a INDUSTRIAL STREETS <br />1ht41crr_ZTDW <br />MAMP- JZ, CoAJF_R <br />3"-4"-6" Precast Reinforced <br />A # <br />Concrete Grade Rings as <br />required. <br />.0; <br />2-14" Handling holes, 180 <br />deg. apart, to be plugged <br />after ingtallation, <br />Precast Reinforced <br />Manhole Cone. <br />.10M'rl <br />Tongue and Groove Joints <br />for mortar. <br />48 "dA�10 <br />-.,. <br />; <br />is <br />., <br />Pipe Sections <br />Grout <br />Class "a" Conerate for <br />bast, <br />Q <br />- <br />_Q <br />. -r .: <br />+ <br />% <br />NOTES: <br />SECTION B-B <br />Precast Reinforced Concrete Manhole <br />Units ShaZZ conform to A,S-T.M. C-478. <br />Construct Pipe joint at 4..Peet m4ximmft from base *.e Manhole. <br />Prior <br />approval must be obtained before installing ffiore than 22" of grade rings. <br />• - J N, <br />N ST `T <br />MAIN 1004:NNt <br />TYPICAL STREET SIGN <br />+ <br />0.1 0 <br />it - <br />bar +0 F It. hPO f +0 r" a" COL61 I. era <br />MANHOLE BAR SCREEN <br />A <br />A <br />PLAN <br />1- 4 Ma x <br />ryp at each Pipe <br />NOTES <br />Channel io be concrete, hand <br />forrned to match flowfit7e of <br />thtouqh pipe, then trowelled <br />smooth with no sharp edges. <br />2. 4"5q, Box good for pipe up <br />to 4'dla. I otberWise: dl�r?enslon <br />shot be the SRMC as 1,?r?e5t- <br />pipe . <br />-qu <br />Itz <br />/Z- <br />4'sq. (SeeA(ote)- tz <br />SECTION A -A <br />PRE -CAST MANHOLE FOR PIPES MANHOLE: INTERSECTION OF <br />24" DIAMETER OR I-AR-GER- PIPES LARGER THAN 24" DIA. <br />7 revisions <br />19- APPROVED no• description date by WONG ENGINEERS <br />PLANNING - ENGINEERING SURVEYING <br />STOCKJON, CALIFORNIA <br />01 t1l A <br />S. J. COUNTY DI CTOR OF PUBLIC WORKS R.C.E. No. <br />J <br />job no. 1693 <br />date FEB. 1978 <br />sdale NONE <br />drawnMR.K_ <br />design <br />check <br />TYPICAL COMMERCIAL & INDUSTRIAL STREETS,, <br />30' 30 <br />21 <br />zoo 1z <br />XIAW A!, 11: <br />eL n.- <br />60' RIGHT OF WAY <br />NOTE: <br />THE FOLLOWING CROSS SECTION PERTAINS TO ALL STREETS IN THIS SUBDIVISION 3 A.C. <br />BASED ON R-VALUE OF 22 11-z 8 7 A.B. <br />E 11 A.S.B. <br />Z' 30,- 30' Z' <br />z 'ar <br />84' RIGHT OF WAY <br />6toul sn?ooih ?Ilea(yes of pipes. <br />/P <br />opening <br /># <br />A <br />­7 S" `Zebars (Typical} <br />nl. <br />3 min Qni'v <br />F/o W <br />J <br />A 4 'A4.a x <br />& <br />PLAN <br />Concrete Manhole, <br />Diam. Of Pipe, <br />N <br />Y� <br />mitt. <br />Cl.?55 'B'v concre�e <br />S'm;n <br />SECTION A -A <br />NOTES <br />1. The foundation shall be a en S- <br />in. of S` far 4 4 0. D. pipe and sm alle r. <br />Z. for pipe Zaryer then 44'0 D. the foundation shall extern "R miry. Of <br />6"beyond e,7c/7 side of the pipe. <br />SADDLE TYPE MANHOLE FOR <br />PIPE LARGER THAN 24" DIA. <br />CHEROKEE INDUSTRIAL F'ARK SHEET <br />7 <br />DETAIL SHEET OF <br />FILE <br />