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GROUT F/L L
(SEE S'�°ECS)
O MANHOLE R10 -6 (EXIST.)
NOTE:
RELOCATE EX /5 r. M. H. FRAME COVER
OI/EiQ n /EN/ M. H. SHELF, AS 51VOWN.
3"FOR ADJUST /NG 6LOCAS
6" AOR PRECAST R 15ER,5
�1
POL YPR0,0 ENE PNCAPSULATED
f V GA L v., DEFORMED STL M. H.
STEPS, C -O O. C. (SEE SPECS
SECT /ON 2605
MANHOLE STEP (TYP)
KF,0UCIMC
MAIC. COL L AR
COPE M.H, fo = O I. D. eM *r. 42�
5ECr10N NEW 42''0 D. /. F our, RCR
ro Fir
W/ FL EX. YSrFA4.
_ =� -�
ovER
P /PE �� �� SHELFS Y QL V
DtiI PROV /DE NrW CHANNEL
96 M. Al.
f20 "ql M. H.
,r- 42"AO. / P. `
1/Z„
FORMED CONCRETE COC 14 AF (rYP
WHERE SHOWN)
PROVIDE NEW
CHANNEL AS
SHOWN.
Q MANHOLE R10 6A (NEW)
9a �
" Meg
Z
G2
• GRt�UT F/L L - � : : � '
�SEF SPECS>
f =0 M /N. CONC.
�BA_5E(BEE,1 &3) f!O N. YP)
FORMED CONC. COL LAIf
Q MANHOLE RIO -6C (NEW) (TYP)
McTKO STD P40
ro'MIN ,1b� MAx FK^HF, Ahn COV*rlt
AO.�05TMerlT SECTION
N5E5 HOTS 1
-t 3
fvftCAST COMS
rKLrCAST SCCTioH CTyP}
a
- p�7l.YI�I'C
ENCAP�5ULATEP
5Te51, MH 5TE106
S1' -O O.G.) 5EE
&CIFICA'TION
5ECTION 2605
TYPICAL FOR 'ALL
MANHOLE5 L
5TRUGTUK =a5
• 1_1_1._1_ .
ME�RO-
■ 1 1.
1—IiA -1 -1-
-1-1-'i-1-
Ak
DUCT /LE IRON _COl/ER
ZS *► 91A
C&Urs „
2
0
• � mill /// %I�
AvZ �.
91,4401W J71005-Ar"
z�'oit
CLE,4rS 4e *MV & ' rraO Nf,P.4Mf
Ifs /OZ', T TOf? Aw xi,C (7cA 5T IRON) T -
�/TB.4�S'E 2 LO.(/G ^�
METRO STANDARD MANHOLE
FRAME AND COVER
rsAZ o�.�
%d 6' '
_t �/C 7XZ IRON
.1�1116t1!'/fill�f0 AY•ICh� /.t/ED � � � � ! �
HOR /Z. / a(AV M- S,01-AOX /►7YEQE C.�/A!
S LOC,e-T .4PE �t/OT PL,4CE0)
"( /�t/ rh eir xi- swE.t/TS I1r7 lwr
DUC77LE /ROW CAM Z E.I'NLgC,t's ,4QEPL,ICEO)
G2
SECTION THROUGH STANDARD COVER
.►^ 009
,°. /. OF P /PE5 e
.5r.4 T /ON ROW 1:
CreOFM.H
BASE
NOTE:
reP /CAL FOR MAYHOL ES
Ofo -6'.4 Rf0 -6B AO Rfo -6c
?/,8L E
VT
TEM
'SPECS)
DEFL ECr /ON
ANGLE (6)
OFF5E
'X"
42 D
LESS THAN ,35 •
O "
350 rO < SS'
3"
556 M < 75'
6"
75',` LARGER
f O
P /A/
C /. FRAME
/ "0 L /F7 /NG
HOPE 7
SECTION
GZ
2 �i+
I I
I L
2 �t
SECTION 2
G
-t
O
L
IV
1
�T
w1v Avr QEQ'o
•AD[ff? p ,515
COTTER P/N
�f
i G�1 f>� LO[•,C -
,,�,QEQ o
f
1; -1 *10 Illelstr
I (5EE PL AM) x z 5 =1: t2 '
CONST. CNAf�L, 59E.� FLEXIBLE JOINTS AT MANHOLES h -
GROUr E Al rE BEL -
_ _ I Cl.. C A55 Al CO NC�L ?C ( E 0 OW) �,
^
—� � — — • � �.,.; 2 �� I Q NOTES: (TYPICAL MANHOLE) � z
(rYP) ti • • : •• - ' , NOTES : (STRUCTURAL DETAILS) o
_ � Z
o.:. :.•.o: s :.'.: ;• •_ - 1. STEP IN ADJUSTMENT SECTION SHALL • f = p Of
FOUNDATION•. ° : - _ o w - HAVE 3" MINIMUM CLEARANCE. 1. FLEXIBLE JOINTS SHALL BE INSTALLED AS 60 v
SHOWN ABOVE ON BOTH SIDES OF EVERY MANHOLE O
221 2. ALL PRECAST JOINTS SHALL BE RUBBER - _ W N
' "AS BUILT'
E. W. S E C T i 0 N 3 6 "cRUSNEO ROCK PRECAST ��� �C�� GASKETED. 72 TYPE TYPE a MANHOLE s. MANHOLES R /0 -6A, Rio -6B d Rio -6C PLAN
G 2. ALL PIPES PENETRATING PRECAST MANHOLES Date f99i� 2:r
NOTE• SHALL BE S /M /LAR TO 72 "rYPEII M, N. SHALL BE SEALED BY A CAST- IN -PLACE UNDERSIDE OF STANDARD C <?
5ErM. N. �BAsE 5EcrtoN /Nro wrr NOTE: FORMED COLLAR THAT EXTENDS 6" BEYOND
COIVC. ,BASE, AS SHOWN. CONCRETE FOR MA�NNOLE CHANNELS 5NA44 THE MANHOLE BREAKOUT, WHERE SHOWN.
BE 4000 i°5' /, ! 2 SLUMP 2.5 MAX. AGG�PEGArE 127303
445 CEMENT PER . YD MIN.
TGNED@ DA
w. BROp, PEI S. K(�f METRO
Mum I c i L I t of M•t L I tan S•att Lo NOV 1991
,Ire �c.'t',. M...•,•.'t R.W.B. P° i( ropo
p C. �•• ?;•�. CEDAR RIVER TRUNK RELOCATION '
G.A.C. NONE PHASE I Y75
r�
W •
J -
, o �' =•. , ?° ��' MAN HOLE DETAILS AND NOTES G 2
�Irsrt!� O,rE�s �tsit` ��►�`r , ' W/ M 54 -91
MO. REVISION ■1► DATE ` O NA OF
y 2 4
FOw ESD 7274 A A B c p E F 6 H A65021
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