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N6TE:'" ,L ~ szs:s~ss~szss~;~s~ """"' 2" MIN.
<br />MANHOLES SHALL HAVE .. -------I:?C.C. COLLAR
<br />· .c.% ~ I'-o"; r-o" ~
<br />>'._,.~.-- ':'.',,""""""' --: :-:":'.---.--PRE- CAST ADJUSTMENT RINGS
<br />'~ , 'l,z:j_ .~,i:.:~ ..:...
<br />~. ' ,~ . i'.~' , ~;;':...
<br />.i;_ ?~...~...... E-CAST TAPERED SECTION
<br />=~oEi 'r~ ' ~:~''' J . "'. ':"';' ·. PR RE CAST BARREL SECTION
<br />1' r ' ' ' '
<br />. ------:~.:...-..... ~. . . . .-.---- .... .~...-.;: SLOPE LEDGE I/4" PER FOOT.
<br />':"'.' !'.'. i': ': ';',. ' .v'::.: :~..::::' ::'.7'.:
<br />NOTE USE RAMNECK
<br />BETWEEN JOINTS. "0'~ ;:' "" "~."':'::":.:~"'~.'-"':' '::-;'~--CAST IN PLACE CONSTRUCTION
<br /> · T,~'~ofk";~,o.. ' '~'.:~ :':.' '."::':':.::::'.
<br /> SECTION A-A
<br /> ' )NA'A~i~~DRAIN ROCK OR FINE FILL
<br /> AS REQUIRED BY FIELD
<br /> J CONDITIONS.
<br /> ,.,~-,-,,=..,.,,,, ,=.0,~-,-,o,..,._____~,~:::r'T ,o.~,,,,,.,,.~,~,~ ,,,~,-,%..
<br /> """""" ' T. F OR
<br /> . .:' ,,?~:;~'.-'~ 15' MIN. STRAIGHT RUN
<br /> - l~ ....
<br /> FOR L~TERALS LARGER
<br /> ; THAN 6.
<br /> i,IPJ MAINTAIN CONSTANT SLOPE
<br /> A A UPSTREAM AND THRU
<br /> ':'i j!i
<br /> "~ NOTE: THERE SHALL BE
<br /> NO ANGLES IN THE PIPE.
<br /> ALIGNMENT WITHIN THE
<br /> .... ' MANHOLE. PIPE SHALL ,
<br /> HAVE A STRAIGHT FLOW-
<br /> ~ y LINE.
<br /> I
<br /> 1 .... L '-' "-
<br /> DOWNSTREAM ! I
<br /> PORTION ~ _ =~ '----F-2' MIN. STRAIGHT RUN
<br /> 5 - 4" ~ J
<br /> ,r-'- PLAN OF BASE I
<br /> City of Pleasanton ~.~.o~ ~:
<br />NO. REVISION BY STANDARD DETAILS D.O.P.W.&U.
<br />DRAWN BY; MD.
<br />CHECKED BY; M.C. TYPE '"A" SAMPLING MANHOLE DATE: :APRIL 1986
<br />SCALE:NOT TO SCALE METERING MANHOLE DRWG. NO. PmV-4
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