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II
J
v
n
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N
U
0
0
n
MANHOLE FRAME
AND COVER
N
- CONC ADJUSTING
BLOCKS AS REO'D
0
a I 2.. ) EOW ITRIC REDUCING
CONE
H
AC PAVEMENT STRUCTURAL ZONE
MANHOLE JOINT
LRERE
NEAT SAW CUT UNE -\� + UNPAVED SURFACES
AL CONDITION
GASKET (TYP)
- - r
t 1
1 I
/ - A -LOK GASKET OR EQUAL (TYP)
AS NOTED ON
MEETING APWA 9- 03.12(3) /
Il
PLAN AND PROFILE SHEETS
i VARIES
m
CHANNEL WITH SAME
I j
_ -
RADIUS AS OUTLET
Bd (TYP) /
/
N
SEWER WITH WALLS
SLOPING
SIDES ALT
O °0
VERTICAL ABOVE
�co° SPi'1NGUNE
r
I o °� 00
I
p°O
PRECAST CONCRETE
I
ti
MP.NHOLLE STEPS SHALL.
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BE INSTALLED UNDER
/ BE DETERMINED
MANHOLE TYPE A
I
THE MANHOLE COVER.
DETAIL G4
FIRST STEP 18" BELOW
I
- -� --
RIM, OTHERS 12. O.C.
I
AS REO'D
_
CROWN ELe-rTIONS
A -LC" GASKET GR EvaiAL (T`IP)
TO BE EQUAL
W MIN,
Bd MAX,
Bt MIN,
UNLESS OTHERYASE
SHO` 0 <
NN;
MORTAR SHwC C
W
INCHES
I�
SLOPE 1" IN 12" (TYP) ^�
4
z
Bd _
JIy
m�=
<IW
FV
Z Z
cr
�O
a 0-
N
CONCRETE BEDDING
DETAIL
G4
NTS
AS NOTED ON
MANHOLE FRAME
AND COVER
CONC ADJUSTING
BLOCKS AS REQ'D
CONCRETE REDUCING
SLAB
MANHOLE JOINT
GASKET (TYP)
MANHOLE STEPS SHALL
BE INSTALLED UNDER
THE MANHOLE COVER.
FIRST STEP 18" BELOW
RIM, OTHERS 12" O.C.
lAnp
TAR
Rm F
SLOPE 1' IN 12" (TYP)
TYPICAL VERTICAL TRENCH TYPICAL UNRESTRICTED TRENCH
AC PAVEMENT STRUCTURAL ZONE
6" L B/5
LRERE
NEAT SAW CUT UNE -\� + UNPAVED SURFACES
AL CONDITION
_
- - r
t 1
1 I
/ - A -LOK GASKET OR EQUAL (TYP)
/
MEETING APWA 9- 03.12(3) /
Il
- CONSTRUCT BOTTOM OF
i VARIES
m
CHANNEL WITH SAME
I j
_ -
RADIUS AS OUTLET
Bd (TYP) /
/
N
SEWER WITH WALLS
SLOPING
SIDES ALT
O °0
VERTICAL ABOVE
�co° SPi'1NGUNE
r
I o °� 00
I
p°O
PRECAST CONCRETE
I
ti
BASE
SIDE) SLOPES TO
FILL PER NOTE 2
/ BE DETERMINED
MANHOLE TYPE A
/ BY CONTRACTOR
DETAIL G4
NTS
I
Bd _
JIy
m�=
<IW
FV
Z Z
cr
�O
a 0-
N
CONCRETE BEDDING
DETAIL
G4
NTS
AS NOTED ON
MANHOLE FRAME
AND COVER
CONC ADJUSTING
BLOCKS AS REQ'D
CONCRETE REDUCING
SLAB
MANHOLE JOINT
GASKET (TYP)
MANHOLE STEPS SHALL
BE INSTALLED UNDER
THE MANHOLE COVER.
FIRST STEP 18" BELOW
RIM, OTHERS 12" O.C.
lAnp
TAR
Rm F
SLOPE 1' IN 12" (TYP)
TYPICAL VERTICAL TRENCH TYPICAL UNRESTRICTED TRENCH
AC PAVEMENT STRUCTURAL ZONE
6" L B/5
LRERE
NEAT SAW CUT UNE -\� + UNPAVED SURFACES
AL CONDITION
AC PAVEMENT
BEDDING
STRU CTURAL ZONE
m
TRENCH BACKFILL
MEETING APWA 9- 03.12(3) /
i VARIES
m
.
I j
F-
z
W
Bd (TYP) /
/
N
SLOPING
SIDES ALT
m
/ CONSTRUCTION
TOE PENETRATION
W (TYP) Be (TYP) /
ti
SIDE) SLOPES TO
/ BE DETERMINED
/ BY CONTRACTOR
I
- -� --
U I
M
Q
x
Ii
i
to
W
z
i��
��
1
BEDDING
m
.
r
TOE PENETRATION
SHEETING OR SHORING AS REQ'D
OF SHEETING
I
- -� --
i
I
AS REO'D
I
A -LC" GASKET GR EvaiAL (T`IP)
D.
W MIN,
Bd MAX,
Bt MIN,
/
INCHES
INCHES
INCHES
INCHES
CONSTRUCT BOTTOM OF
CHANNEL WITH SAME
0 -6
fi
Bc +24
3
RADIUS AS OUTLET
`o
SEWER WITH WALLS
8 -24
8
Bc +24
6
z
Go° O o 0 0
VERTICAL ABOVE
SPRINGUNE
Q> 0 0 c Op
C� v
O 0o
C
PRECAST CONCRETE
BASE
FILL PER NOTE 2
MANHOLE TYPE B
TYPICAL TRENCH SECTION
DETAIL
B
DETAIL 4
NTS
NTS
NOTES:
1. MANHOLE FRAME AND COVER SHALL BE
OLYMPIC FOUNDRY NO. MH 30 OR IF NOTED
"LOCKING COVER% NO. MH 30DIT SHALL BE USED.
THE WORD "SEWER" IN 3" RAISED LETTERS SHALL BE
ON THE COVER OR EQUAL
2. PROVIDE 12" MIN GRAVEL BEDDING (MEETING APWA
9.03.12(3)) UNDER ALL MANHOLES. COMPACT TO 90%
3. TOP WILL BE SET FLUSH WITH FINISHED GRADE.
4. COAL TAR EPDXY 16 MILS INSIDE AND OUTSIDE
OF MANHOLE.
GURCT Brown and 0aldwail
AS -BUILT INFORMATION PROVIDED O n S U l t Ci n t S
BY INCA ENGINEERS, INC. 0c
ROBERT S. CUSTER S ittle, Washington
57- so ci
REV. RBG h
REVISION BY I
REVIEWED FOR COMPLIANCE WITH CITY STANDARDS
I
PLAN REVIEW DATE
--;e "014143
WASTEWATER UTILITY DATE
CITY OF RENTON
DEPARTMENT OF PUB€.TC WORKS
SIERRA HEIGHTS
MANHOLE AND TRENCH SECTION
DETAILS
92 DESIGNED: L. MILLER PATE: .IAN 1992 FILE NAME: 6137GO04
DRAWN: CADD TEAM
CHECKED: B. GATZ SCALE: NONE �D.c aoac: PAGE:
DATE APPROVED: SHEET: 4 OF: 19
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