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<br />115538
<br />
<br />(FiniSh Q'ad~ 6"~ / Denver Standard Lamphele
<br />--.:i~ I~ln aeever (60IDS)
<br />\" \\~ /,,'1111
<br />12 ".;t;.
<br />'., :(lJiI ..
<br />
<br />Larger than riser PIPe-------1l' \
<br />Square concreTe pad
<br />~R,ser p'pe
<br />
<br />
<br />IF--B" P'IC Pipe (Mln)
<br />
<br />+', /' Long sweep wye
<br />ConcreTe encasement .,.". /
<br />
<br />
<br />0", "M ,",",","~Ul.',:: ::6
<br />
<br />
<br />
<br />'. -
<br />
<br />PluQ
<br />
<br />
<br />
<br />6" Mln
<br />
<br />NOTES
<br />I. CLDN - OUTS SHALL BE CONSTRUCTED SO THAT
<br />THE SURFACE LOr.O WI LL NOT BE TRANS FERED
<br />TO THE MAlrJ
<br />
<br />2. TERMINAL CLEAN- OUT SHALL HAVE PLUG AND
<br />THRUST BLOCK ONLY AT END OF SALAZAR ST.
<br />
<br />TYPICAL CLEAN-OUT
<br />
<br />Selecl Excavated
<br />BacAffl1
<br />
<br />5freel
<br />
<br />IB" Ma;t.
<br />Pay LimIt
<br />
<br />Pavement Cut by sow, wlleel
<br />or jock lIammer
<br />
<br />3~
<br />
<br />
<br />Bac Hil I
<br />
<br />~~1:f~
<br />-C\ ~
<br />.... ...
<br /><\J "~
<br />--~\
<br /><
<br />
<br />-"-> ....,. "~'_-'" <1
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<br />~.
<br />...~ ----.. __ ^ e ~ p(}~ emenf
<br />" ~
<br />-. 8 Base Course
<br />os required
<br />
<br />TYPICAL PIPE TRENCH
<br />(FOR DRAIN PIPE)
<br />
<br />w~c ~N6IN~~~IN6, I~(.
<br />
<br />WRITERS' TOWER SUITE 500
<br />1660 SOUTH ALBION STREET
<br />DENVER,COLORADO 80222
<br />PHONE NO: (303) 757-8513
<br />
<br />
<br />ConcreTe thrusT block
<br />
<br />(SEE NOTE 2)
<br />
<br />Select Excavated
<br />BacUIII
<br />
<br />~~/i:fi~
<br />~
<br />~>
<br />,
<br />..~
<br />~
<br />
<br />Sloped os
<br />necessor y---' ~
<br />~
<br />i
<br />
<br />PRECAST MANHOLES
<br />ASTM C478
<br />
<br />
<br />O. 1..'(""
<br />()411 c.o-:lIlr H ""..
<br />
<br />. MQfllAlIl
<br />
<br />.~
<br />t.
<br />;.
<br />
<br />~
<br />
<br />MANHOLE SECTION
<br />WITH ECCENTRIC CONE TOP
<br />
<br />NOTES
<br />
<br />I. SIT'" SHA.J..L B( LOCAIED ^AOV[ THE (X IT PIPE
<br />
<br />TYPICAL MANHOLE
<br />
<br />Grode Ballom Of Of tell
<br />To Conform To Pipe Bells
<br />
<br />TYPICAL PIPE TRENCH
<br />(FOR OUTLET PIPE)
<br />
<br />DESIGNED
<br />DRAWN
<br />CHECKED
<br />REVISED
<br />
<br />DATE
<br />DATE
<br />DATE
<br />DATE
<br />
<br />1/30/90
<br />'?,/-; ISO
<br />
<br />~
<br />~
<br />
<br />"'"
<br />
<br />""-"'-
<br />
<br />3620
<br />
<br />--
<br />
<br />
<br />cu...
<br />
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<br />rTW &4.
<br />
<br />''''''UIT ...oc<<
<br />loUJ'...,. a.ouIIIIDI
<br />
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<br />
<br />PLAN VIEW A
<br />
<br />. '~I
<br />~...I
<br />III'lALLID It.M'..
<br />N!, XT .(I..l
<br />
<br />
<br />rmTES: 1. Cl amps sha 11 be used for roddi ng.
<br />
<br />2. All pipes & rods shall be wrapped in
<br />polyethylene,
<br />
<br />3. 4S' fittings shall be used.
<br />
<br />4. There shall be a minimum clparence of
<br />12" between waterline & any new
<br />construction.
<br />
<br />S. Fittings shall be rodded to the next
<br />bell.
<br />
<br />TlL .u
<br />
<br />
<br />6. No jOint shall be allowed between the
<br /> fitt i ngs. SECTION A-A
<br />7. Number & size of the rods to be detel"mi ned
<br /> by the engineer.
<br />
<br />TYPICAL WATERLINE LOWERING DETAIL
<br />
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<br />n :~ 1:1 G J' (} 2 51 H: :~ j l H r 4 P P R ~- ::. : H [ I 'J 1
<br />
<br />GUARD RAIL DETAIL
<br />
<br />. End of guard rail pay length
<br />
<br />* ThiS dimenSion locates holes In rarl material'
<br />I'. 2" c - c. from eXisting post hole to first
<br />hole for anchorage fixture.
<br />
<br />PHASE I-SUBDRAIN AND
<br />LEVEE IMPROVEMENTS
<br />
<br />MARCH I, 1990
<br />
<br />PROJECT NUMBER
<br />1667
<br />
<br />TOWN OF SAN LUIS
<br />
<br />DETAILS
<br />
<br />DRAWING NUMBER
<br />
<br />SHEET 12 of 12
<br />
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