HomeMy WebLinkAboutD-22401AW
I
0
n4 VERT. REINF. TYP
s4 @ 1'-0"
VTAGGFR FATH I AYFR
x4 VERT. REINF. TYP. --\\,
En
Imm
im!
6" TOO.
ALL SIDES
a4 @ 1' -0"
STAGGER CAC
FRONT /BACK VIEW MISS KNOCKOUTS
N4 c 1' -0"
STAGGER EACH LAYER
- -
�■
EG1ON
ii
FED. AID PROJ. No.
■■
�
IY�
SR 405
SOUTH RENTON TO SUNSET BLVD. HOV
s or
DP -20
supervisor a /,y
)o
:
-IR- 405 - 3(783)
Designed By R. A. BRIC£ u m 9
—�
■��M
ION
■
s "EEr
151
�5A
Defaiiea By D. W. PULSE JR. H9/
I
JOB NUMBER
- _91 097
No
- -
SPECIAL MANHOI E STRUCTURE
Prelim Plan By
4�5�
ArCnlfe,f /Speclallsl
I DATE
I REVISION JBY
APP'D
CHH.
;
G
■f
IrHp■H
II
I
I
I
—immal�
x4 VERT. REINF. TYP. --\\,
En
Imm
im!
6" TOO.
ALL SIDES
a4 @ 1' -0"
STAGGER CAC
FRONT /BACK VIEW MISS KNOCKOUTS
N4 c 1' -0"
STAGGER EACH LAYER
TYP, s4 CUT BARS TO
1' 0., MISS KNOCAOUTS
TYP.
FRONT /BACK VIEW
SPECIAL MANHOI E STRUCTURE
-::40
l/ CIFIING COOP
r - -- �1 a5
L IF TING LOOP DETAIL
GREASE AND WRAP L IF TING LOOPS WITH
BITUMINOUS PAPER BEFORE BACKFILLING.
10' -0"
PREFAB. LADDER
0
H
U
� z
Z.
O Z
C40 5
Q a.
0
SECTION B
111. t /VU V1tW
SPECIAL MANHOLE STRUCTURE
l; C CITING LOOPS
2 "_0„ (TYP. ) #4 (TYP. J
L IFN 19. lit (TY� EACH C ORNER) T�
oaIli - - ---- -- -- -- -- ----–
II I �I
s4 (TYP.
TOP 8 BOTTOM)
0
� it II
I� I
II � II
a II l
II I
II II
- - -- L'
9f
e4 (IYP.I BOTTOM REINF. TOP REINF.
STRUCTURF L ID
n4 TYP. MANHOLE RING B COVER —�
SIG. PLAN B -25
RE,
TYP.
7RUCTION
LT (TYP. )
HANDHOCO (TYP. )
RISER OR ADJUSTMENT SECTION
SECTION rA
NOTES
MANHOLES TO BE CONSTRUCIEO IN ACCORDANCE WITH AASHTO M -199 (ASTM C 478) UNLESS OTHERWISE
SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS.
HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MINIMUM CLEARANCE. STEPS IN MANHOLE SHALL
HAVE 6" MINIMUM CLEARANCE. SEE STANDARD PLAN "MISCELLANEOUS MANHOLE DETAILS. "
All REINFORCED CAST IN PLACE CONCRETE SHALL BE CLASS 4,MALL PRECAST CONCRETE SHALL BC
CLASS 4POO.
PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS, KNOCKOUTS SHALL HAVE A WALL
THICKNESS OF 2" MINIMUM.
KNOCKOUT OR CUTOUT HOLE SIZE IS COUAL TO PIPE BITTER DIAMETER PLUS MANHOLE WALL THICKNESS.
MINIMUM DISTANCE BETWEEN HOLES IS 12 "'.
MANHOLE RINGS AND COVERS SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE
STRENGTH RCOUTREMENIS OF FEDERAL SPECIFICATION RR -F -6210. MATING SURFACES SHALL BE FINISHED
TO ASSURE NON- ROCKING FIT WITH ANY COVER POSITION.
FOR DETAILS SHOWING GRADE RING, LADDER, STEPS, HANDHOLDS AND TOP SLABS, SEE STANDARD PLAN
"MISC£CANIOUS MANHOLE DETAILS. "
SEE THE STANDARD SPECIFICATIONS FOR JOINT REQUIREMENTS. - 22110 14 4
AS AN ACCEPTABLE ALTERNATIVE TO REBAR, DEFORMED WECOCD WIRE FABRIC HAVING A MINIMUM AREA OF
0.20 SQUARE INCHES PER FOOT MAY BE USED. DEFORMED WELDED WIRE FABRIC HAVING A MINIMUM AREA
OF 0.30 SOUARC INCHES PER FOOT MAY BE USED FOR THE BOTTOM OF THE STRUCTURE CID. LAPPING OF
THE WELDED WIRE FABRIC SHALL COMPLY TO THE PATTERNS ESTABLISHED FOR THE REBAR. WELDED WIRE
FABRIC SHALL COMPLY TO AASHTO M -221.
WELDED WIRE FABRIC OR REBAR SHALL NOT BE PLACED IN THE KNOCKOUTS.
Briage Design Enqr. /(i /,./�A, / /j,/
- -
EG1ON
STATE
FED. AID PROJ. No.
BRIDGE AND STRUCTURES „��` .
F, R� "' _ �
,� a• 9i s /DNA F �'
Ewe cfiE-
WSDOT_34oE[PULST I(jHJbe1MANKF6B, 1 06- NOV -91
4
Was4in ton State
9.
® Department. of. Transportation
SR 405
SOUTH RENTON TO SUNSET BLVD. HOV
s or
DP -20
supervisor a /,y
)o
WASH.
-IR- 405 - 3(783)
Designed By R. A. BRIC£ u m 9
—�
cneceea By Y. A. MHATRf
s "EEr
151
�5A
Defaiiea By D. W. PULSE JR. H9/
JOB NUMBER
- _91 097
Bridge Pion. Enqr.
- -
SPECIAL MANHOI E STRUCTURE
Prelim Plan By
4�5�
ArCnlfe,f /Speclallsl
I DATE
I REVISION JBY
APP'D
CHH.
;
G
■f
IrHp■H
II
I
I
I
—immal�
TYP, s4 CUT BARS TO
1' 0., MISS KNOCAOUTS
TYP.
FRONT /BACK VIEW
SPECIAL MANHOI E STRUCTURE
-::40
l/ CIFIING COOP
r - -- �1 a5
L IF TING LOOP DETAIL
GREASE AND WRAP L IF TING LOOPS WITH
BITUMINOUS PAPER BEFORE BACKFILLING.
10' -0"
PREFAB. LADDER
0
H
U
� z
Z.
O Z
C40 5
Q a.
0
SECTION B
111. t /VU V1tW
SPECIAL MANHOLE STRUCTURE
l; C CITING LOOPS
2 "_0„ (TYP. ) #4 (TYP. J
L IFN 19. lit (TY� EACH C ORNER) T�
oaIli - - ---- -- -- -- -- ----–
II I �I
s4 (TYP.
TOP 8 BOTTOM)
0
� it II
I� I
II � II
a II l
II I
II II
- - -- L'
9f
e4 (IYP.I BOTTOM REINF. TOP REINF.
STRUCTURF L ID
n4 TYP. MANHOLE RING B COVER —�
SIG. PLAN B -25
RE,
TYP.
7RUCTION
LT (TYP. )
HANDHOCO (TYP. )
RISER OR ADJUSTMENT SECTION
SECTION rA
NOTES
MANHOLES TO BE CONSTRUCIEO IN ACCORDANCE WITH AASHTO M -199 (ASTM C 478) UNLESS OTHERWISE
SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS.
HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MINIMUM CLEARANCE. STEPS IN MANHOLE SHALL
HAVE 6" MINIMUM CLEARANCE. SEE STANDARD PLAN "MISCELLANEOUS MANHOLE DETAILS. "
All REINFORCED CAST IN PLACE CONCRETE SHALL BE CLASS 4,MALL PRECAST CONCRETE SHALL BC
CLASS 4POO.
PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS, KNOCKOUTS SHALL HAVE A WALL
THICKNESS OF 2" MINIMUM.
KNOCKOUT OR CUTOUT HOLE SIZE IS COUAL TO PIPE BITTER DIAMETER PLUS MANHOLE WALL THICKNESS.
MINIMUM DISTANCE BETWEEN HOLES IS 12 "'.
MANHOLE RINGS AND COVERS SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE
STRENGTH RCOUTREMENIS OF FEDERAL SPECIFICATION RR -F -6210. MATING SURFACES SHALL BE FINISHED
TO ASSURE NON- ROCKING FIT WITH ANY COVER POSITION.
FOR DETAILS SHOWING GRADE RING, LADDER, STEPS, HANDHOLDS AND TOP SLABS, SEE STANDARD PLAN
"MISC£CANIOUS MANHOLE DETAILS. "
SEE THE STANDARD SPECIFICATIONS FOR JOINT REQUIREMENTS. - 22110 14 4
AS AN ACCEPTABLE ALTERNATIVE TO REBAR, DEFORMED WECOCD WIRE FABRIC HAVING A MINIMUM AREA OF
0.20 SQUARE INCHES PER FOOT MAY BE USED. DEFORMED WELDED WIRE FABRIC HAVING A MINIMUM AREA
OF 0.30 SOUARC INCHES PER FOOT MAY BE USED FOR THE BOTTOM OF THE STRUCTURE CID. LAPPING OF
THE WELDED WIRE FABRIC SHALL COMPLY TO THE PATTERNS ESTABLISHED FOR THE REBAR. WELDED WIRE
FABRIC SHALL COMPLY TO AASHTO M -221.
WELDED WIRE FABRIC OR REBAR SHALL NOT BE PLACED IN THE KNOCKOUTS.
Briage Design Enqr. /(i /,./�A, / /j,/
- -
EG1ON
STATE
FED. AID PROJ. No.
BRIDGE AND STRUCTURES „��` .
F, R� "' _ �
,� a• 9i s /DNA F �'
Ewe cfiE-
WSDOT_34oE[PULST I(jHJbe1MANKF6B, 1 06- NOV -91
4
Was4in ton State
9.
® Department. of. Transportation
SR 405
SOUTH RENTON TO SUNSET BLVD. HOV
s or
DP -20
supervisor a /,y
)o
WASH.
-IR- 405 - 3(783)
Designed By R. A. BRIC£ u m 9
—�
cneceea By Y. A. MHATRf
s "EEr
151
�5A
Defaiiea By D. W. PULSE JR. H9/
JOB NUMBER
- _91 097
Bridge Pion. Enqr.
- -
SPECIAL MANHOI E STRUCTURE
Prelim Plan By
4�5�
ArCnlfe,f /Speclallsl
I DATE
I REVISION JBY
APP'D
RO LL'149 278
1i - 18 u
op_ 'fDS113C