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Max , /6"'Br/ck
Ia \ ,ro,oer Conc Sect,�on
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a_ i /—O'1 0/97.
fi// with Conc,
Grou ..-:'�::.;, •_.:;•::�;: �L/'ff�n9 Ring
---- Pic cost Only
Co Poured /n A/oce
*44 .60/-s - /2 y O• C -- ----- Or Pre cost
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600 way
STANDARD MANHOLE
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Of t=rome
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o Tee Or Wye E/bow (Not Re q'd witn reg)
lb '•�' E/bow
4 Un osis turbed
Earth I
w 22'M • y 0e''� Tec Or Wye
6 C/oy P/P e ,I /
,• ":." Concrete B/oc�c�n9
4p Min•- � ,;;' f. �_ /
6'' 5170//ow Sewer Dctoi/s
T y�i CA_ L CL ZA N _OUT
S T/? UC r [./R E 5E RV/CE CONNECT/ON 0,5rA /L S
Ll
Co,?Crele Thr-u8t B/oc.F�ng
Concrete To 19e Poured 19etrveen Rlbe .Qnd
face Of' Trcrnch ,4t A// Tees, 13ends And 10/u98,
Tr�icA z_ 7-141? �Is r,DE1"A / L S
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Su�fab/e ,499'eyatQ
cayaFv/,� cofi,oac�ed.
Mox.,4//owob/e Trench Width "W•,4,0 roA of Pioe
,°ioe S/ze 6S a o /0 • /Po is#
rw' /B' 241, 2 if It JO' 950
Note : NII Ore above t/'cnch widtt7s loonot be maintained,
7 h -e engineer- sho// be consu/ted for soecif is
recommendations on ,oi/oe beddir9 at
Grthe digging deoih.
eneo//y a C/os's ".O� beo'din9 sho// be soec/ficd•
/°/,oe Sha// •ee bedded lrlr/n/y On UAdisturbed
G/ -o urnd Per Left h/ond Hole Sec t"on i /f
ovcr'di99/n9 Occurs, A M/nimum ,?f 2 o or
Com,oactcd Gr•onu/or Bedding Mcterio/
Cons/sti179 Of 4/n/'f'o/-m/y Grovc/ or Gushed
Stone Possin9 A %2f Screen S1)a//,8e l'/oced.,
/12 E/the/, Cose Excovot/on Sho// ,Be Mode /'or
Be//ho/es So lthot each Sect/on of P/;Oc /3
&/7/form/91 5vpported Th1_0419hoc't Its
Entire 4en9//2.
B Eo o ��v� s�cr�oN
CLA55I' OR GLASS�Z.h{,1TE1t/AL
AdOVC TaF+ Gr< PIPE. SHALL pc
P" CAD W 6E -PA RAM L/Fr,
!o'M/N. Sh"LL aWL PVC -C& x,50 T�
/2' /f LfJ� W *J5 &%C KFI LL NMTL` 12 W._
CC• / AIATIRMIAL CkST"k -CpNrAl/�IS LAIere GPPIRTICLES,
5K. 10. 1. I,J ) 2321 -74 C-- ..II AATtffl4 .L (A,STft D -2321 -?4
'iCCOP-PN"CE W11 -H ACTK\ '- 71b -35g70 UD- MOC7"OR OCN6/rY OR CL^55TlL
b 2321 -74 SIC. 9.1.1 .I L�NP•�TT'C> 9oya �, �c � �1.S�
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WORK �UF�GIlNT
k"'ATKRi^L UND•Q,
LINE Ta f)FOVIpE
AvEgkom-s: 61ca �uPPP2T
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N/ith Ex tr•o .Bork \
Around O,oenin9
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TOP SLAB RE/NFORCEMENT
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