CEMP-E
TI 810-32
10 January 2002
#4@ 9"O.C. EACH
6" GOOSENECK
WAY,TYP.
1'-2 1/2 "
IF CONCRETE TRENCH USED, THIS
PORTION OF CONCRETE MANHOLE LID'S
LIP TO BE DELETED TO ALLOW
TRENCH WALLS TO BUTT DIRECTLY
UP TO MANHOLE WALLS. TYPICAL OF
ALL MANHOLE TO TRENCH TRANSITIONS
*
C
F
1
A
CONCRETE SHALLOW
(M
TRENCH,(IF USED)
(M
A
A
N
N
H
HINGES
H IN
TWO
OL
(TYP.)
ADDITIONAL #5
OL I
S
E
EACH SIDE OF
ED
C
4'(
OPENING
WE
O
A
ALFA
VE
C
LSC
R)
C.
- E)
D
4'-0"X4'-0" ALUMINUM ACCESS
O
DOOR,"BILCO" MODEL JD-2AL
O
OR EQUAL W /SLIP RESISTANT
FINISH
LADDER
R)
E
SECOND 6" GOOSENECK FOR
DIRECT BUIRIED SYSTEMS ONLY
B (MANHOLE WALLS-
INSIDE FACE)
1'-2 1/2 "
1'-2 1/2 "
4'(ACC. DOOR)
G
H
* SEE FIGURE 3-20
FOR SECTION
1
D (MANHOLE COVER)
(11'-0" max.)
CONCRETE COVER PLAN
NO SCALE
NOTE TO DESIGNER:
CONCRETE COVER DETAILED IS DESIGNED FOR LOADINGS UP TO 150 psf.
LOADINGS GREATER THAN THESE MUST BE DESIGNED FOR ON A CASE BY CASE BASIS.
Figure 3-19. Typical Concrete Cover Plan.
3-26
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