HomeMy WebLinkAboutS-070208N
Z
�O
5 "MIN. -
v
0
PRECAST
CONC. BASE
(OPT /ONAL)
METRO STD,
FRAME 8 COVER
CROWN ELEVS. TO MORTAR
;• BE EQUAL
• CONC. ADJUST /NG '- {: - .., - - . TYP. LATERAL
-- - ONNECRON
BLOCKS e: I ::`
FORM RECESS TO
■
31'- 5d
15' -0
REINFORCING BARS
18"
MATCH PRECAST
JOINT
':j.1
CONG. DIMENSIONS
SLAB
SIDE WALLS
1
0
SEE DETA IL Al2
.
. I I ..
L
_ .:
,.; I I
J •:
v
13# 6
"
4# 5
M .
ACCEPTABLE
V)
2# 5
�►. 7., t : .:
.: , .: o. , :•::
CONNECT /ON
k
11
W
U
,� 1
V
"STOP
BASE -
SECTION
"Y"
W
a`"
a
o ?
A
TYPICAL BELL
E
TYP ICAL RUBBER
G
CAST FOR FLEX /BLE
N° a:#
LENGTH
GASKET JOIN
LENGTH
✓O /NT.
I
'
LENGTH
N° a #
I
- -i�
N
/B MAX
N° a #
TOP HALF OF PIPE TDB
N °a *-
LENGTH
N °8 #
LENGTH
REMOVED TO CONTOUR
I
I
7'- 4
TYPICAL LATERAL
14"
/ OF /NS /DE OF M.H. BROKEN
8"
8 # 5
4' 11
CONNECTION-7
6' -1
EDGES TO BE PLASTER-
ED SMOOTH WITH - - - -
MORTAR. TYPICAL
OF ALL MANHOLES
BELLS SHALL BE c�r�
CAST INTO PRE-
CAST MANHOLE - -
BASE BY MANHOLE `
MANUFACTURER
STANDARD TYPE A PRECAST MANHOLE
8" TO 21" (INCLUSIVE)
FINISH GRADE
I,
I I- -
u -'�
� m
` � Q
MORTAR DAM INVERT TO -
PIPE MORTARED INTO
BARREL OF M.H.
I -
1
FOR AN ACCEPTABLE
FLEXIBLE JO /NT
_ _ _ _ ALTERNATE, SEE
DETAIL BELOW.
I
BASE - PLAN
TYPICAL CONNECTION
DETAIL
GROOVE FOR 48"
M. H SECTION ---\
PLACE APPROVED PLUG
FOR FUTURE PIPE
SPRING LINE 2 "THICK _
_ - - - 8~7H/CK SLAB\-
W IRE /NF PLACED
6 "M /N. CONC.
COVER -
METRO STD.
FRAME 8 COVER
CONC. ADJUSTING
BLOCKS
PRECAST
SLAB
DIMENSIONS 81 REINFORCING STEEL" FOR STANDARD TYPE C MANHOLES
■
31'- 5d
15' -0
REINFORCING BARS
18"
a�
=
CONG. DIMENSIONS
SLAB
SIDE WALLS
SLAB
14' -7
40 *7
bo
a o
15' -6
13# 6
5 =7
4# 5
14' -7
2#5
7' I I
2# 5
4' -3
6 # 5
45' -1
"B'OTTOM
T
11
W
U
,� 1
V
"STOP
"R"
"X"
"Y"
"Z"
a`"
a
o ?
A
B
E
F
G
J
N° a:#
LENGTH
W8=
LENGTH
N_ a #
LENGTH
N °a #
LENGTH
N° a #
LENGTH
N° a #
LENGTH
N° a #
LENGTH
N °a *-
LENGTH
N °8 #
LENGTH
54"
10' - 30'
6'- 6
7'- 4
12"
14"
12"
8"
8 # 5
4' 11
6 # 4
6' -1
18 # 5
4' 11
10 # 4
6'- I I
3 # 5
4' -11
4
# 5
6'- I
2 #
5
3' -10
2#5
,
3' -1
4#5
17' 7
G T END W1 7H 2
31'- 50'
6' -6
7' -7
15"
9#6
6'- I
22#5
7'2
3# 5
6' -I
3' -10
171-7
57"
10'- 3d
6' -9
7' -7
12"
84 5
6' -4
20 #5
7'2
3#5
6' -4
4 -2
Id
31'= 50'
6' -9
7' -10
I5"
9 # 6
6' -4
22 #5
7 =5
3# 6
6' -4
4' -2
18'-6
60"
Id- 30'
7' -0
7� -10
12
9#5
6-7
20 #5
7' -5
4* 5
6'-7
4! -6
19' -5
31'- 50'
7'-0
8' -1
15"
10-46
6' -7
24 #5
7� 8
4 6
6' 7
4' -6
19' -5
63"
10' -30'
7' -3
8=1
12"
9 #5
6' -10
22 #5
7' -8
45
6' -10
4' -10
20'-4
31'- 5d
7' -3
8' -4
15"
1046
6' -10
24# 5
7' -11
4#6
6-10
4' -10
s
20` -4
66"
10'- 30'
7' -6
8' -4
12"
10# 5
7 =1
22 #5
7' -11
5 � 5
7'- I
5' -3
` '
21'3
31' -5d
7' -6
8' -7
15"
11 #6
7�- 1
26 *5
Y -2
5 *6
7' -1
5 -3
21'-3
69"
Id- 3d
7'9
8�- 7
12"
10# 5
7L-4
244 5
8'- 2
5 # 5
7L4
5-7
22' -2
31'- 5d
7' -9
8' -10
15
11 # 6
7' 4
26# 5
B' -5
5 * 6
7 =4
5' -7
22'-2
72"
Id- 3d
8- 0
8' -10
If'
10# 5
7' 7
24#5
8' -5
6# 5
7' -7
5' I I
23'- I
31'- 50'
9 -0
9' -1
12"
14"
15"
8"
12# 6
4-11
7L7
28# 5
4'- I l
10* 4
8'-8
6* 6
4' -11
7'-7
5-11
3' 1
23'- I
78"
Id- 3d
9-8
9' -7
13"
15"
14"
12"
10# 5
5'- 7
d -3
30#• 5
5'- 7
12 4
9'- 2
6 # 5
5-7
8'-3
7� 3
3' -8
24 -11
31' -50'
8'-8
9' -8
15"
12 #6
6 #4
8' -3
30'#5
9'-3
6 *6
8' -3
7' 3
4 #5
24' -II
84
Id- 3d
9 2
Id -I
14��
1005
7#4
Y -9
32# 5
9, -8
7 5
8� 9
7 11
6 5
26- 9
31 -50
9'- 2
10-2
��
13
�
15
15
12 #6
8 -9
32 45
9-9
7 #6
8 -9
�
3 -8
26 -9
9d'
Id- 30'
9'-10
Id -9
14"
16"
14"
10# 5
Y -5
26#6
10'-4
7#5
9' -5
3' -10
28' -7
31'- 5d
9' -10
Id -10
15"
12# 6
9' -5
26#6
10' -5
7#6
9' -5
28'-7
96"
10'- 3d
Id -4
11'3
14"
11#5
Y -I 1
28' 6
Id -10
8#5
9'-I I
30' -5
31'- 5d
Id -4
11' -4
14"
16"
15"
13# 6
9' -11
284 6
10'I 1
7 # 6
9' -I 1
36-5
102"
10'- 3d
11' -O
1 I'10
15"
17"
14"
I I # 5
10' -7
32# 6
11'- 5
10# 4
16-7
32' 3
31'- 50'
11"-0
I I' -I1
15"
144 6
7#4
10'-7
326
12 #4
11'-6
8 # 6
Id -7
3'-10
32' -3
108"
Id- 30'
I I' -6
12L4
14"
12# 5
5#5
1 I' -I
36 #6
14 #4
1 I' -II
11# 4
1 I' -I
3' -11
34-1
31'- 50'
11' -6
12!-5
15'
17'
15"
14# 6
11'-1
36 #6
12'-0
9 # 6
I I'- I
3 -11
34' -1
120"
10'- 3d
12' -8
13' 6
16"
18"
14"
13# 5
12' -3
4216
13'- I
12 4
12'-3
4'- I
371-9
31'- 5d
12'-8
13' -7
16"
18"
15"
15# 6
5# 5
12=3
42 #6
14 #4
13' -2
11 � 6
12' -3
4' -1
37' 9
132
10 -30
13-10
14 -8
17
I9
14
16# 5
6#5
13-5
50 #6
16#4
14 -3
13 #4
IS -5
4 -2
41-5
31'- 50'
13-10
14-9
17"
19"
15"
16# 6
13'-5
50 #6
14-4
12 #6
13' -5
4' -2
41'5
144"
lid-30'
15' -0
15 -10
18"
20'
14"
15*k 5
14' -7
40t- 7
15' -5
14# 4
14' -7
4-3
45-I
PRECAST CONC.
■
31'- 5d
15' -0
15'1 I
18"
2d
15"
12"
17#6
5' -7
6# 5
14' -7
40 *7
5� 7
16 #4
15' -6
13# 6
5 =7
4# 5
14' -7
2#5
7' I I
2# 5
4' -3
6 # 5
45' -1
BASE (OPTIONAL)
„anwN �•�W
BROWN AND CAI-DWELt CAREY AND KRAMER
%_
�7
REGCMMFIVOE
APFROVED
APPi-OVE '�✓ l
`�
APPPOVED. ezkQfA '
;CAI F
Cr�EI:rcE �� �PF�
_- -_-
HIL E AND �NGMAN R W BECK AND A�SOCIATF�
,URMITTED - -
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RISER SHAFT TO BE STD. M.H.
RISER SHAFT TO
BE STD. M.H.
STANDARD TYPE B PRECAST MANHOLE
TYPE A, WITHOUT BASE
TYPE A. WITHOUT
"Y"BARS
BASE
'X "BARS
-
24" TO 48" (INCLUSIVE)
24"
"R"BARS
- :.
L
. , � MX "BARS
BARS
,
G T END W1 7H 2
_
N —N
" Z BARS METAL RING. SPI 0 v = o .
j.
SP /GOT L ENGTH t 2 "CLEAR
6 "MINIMUM �
WALL OF NH.
b'M /N 4 "M 1N. S IZED STL JOINT SLEEVE
48 N BARS 316 4 /-Y F FASTENED TO
�re' � �� � �•' • - REVERSE WYE 2 "CLEAR OF
' BOTTOM FACE
POUR CONC. TO
o I J COMPACTED F /LL
I OR ORIGINAL GND.
F� -d—r� I ':
.` I I � • � N
I I 6 M /N. COI/ER
i I DROP P IPING TO BE SAME
SIZE AS INTERCEPTED
I _ , SEWER
I I _
PIPE MORTARED INTO
BARREL OF M H.
STANDARD DROP CONNECTION
72" TO 48"
REDUCING SLAB
9 "TYP
8 "THICK SI AS W IRE /NF
PLACED 2 CLEAR OF
BOTTOM FACE-----\
2 x , WW
SLEEW AT PLANT
CEMENT MORTAR PLACED IN FIELD
ASPHALT JOINT FILLER
PIPE �— RUBBER CASKET
TYPICAL FLEXIBLE JOINT
DETAIL 2
5,,80' 0 BARS
101N SEE
DETA /L
"T "BARS
✓ ACCEPTABLE R -4 ✓1.
00 J Q
I ) W�
2
2
"R "BARS
a�
O
PRECAST CONE OR
VERTICAL SECT /ON SET .
I N FULL MORTAR BED, 3" W BARS 3" "Z "BARS. TABLE GIVES REO'D I "Y "BARS
STRIKE JOINTS FLUSH CIRCUMFERENCE LENGTH. LAP I „ „ "T" BARS
SPACES 24d FOR ALL SPLICES. S BARS EQUAL SPACES
NOTE WHERE T BARS ENCROACH A
4' -0 ON ✓T. SLEEVE, BEND DOWN AS ad
VERTICAL SECT /ON # 5x /' 3 INDICATED 8 ADD LENGTH AS PLAN
ACERS TE
6"TYP.
HOOP SP READ. TH /S NO I
Q 0 %. SECTION 2 ,QCSO APPL /ES TO STANDARD TYPE C MANHOLE SECTION
T U"BARS. 54" TO 144" (INCLUSIVE) 2
NOTES
I. WHEN CLEAR HEIGHT /NS /DE MANHOLE IS LESS
THAN 7 FEET, PLACE ADJUSTING BLOCKS DIR- 6. METAL SURFACES OF THE TYPICAL FLEXIBLE JOINT
ECTLY ON THE REDUCING SLAB. WHERE CLEAR NOT PERMANENTLY EMBEDDED IN CONCRETE SHALL BE
HEIGHT IS LESS THAN 3 FEET, MANHOLE SHALL BLAST CLEANED AND COATED WITH 2 COATS OF COAL
BE CONSTRUCTED AS DIRECTED BY THE ENGINEER. TAR, EPDXY RES /N COATING, PITT CHEM. TARSET OR
2 MANHOLE STEPS ARE NOT' REQUIRED. INERTOL PDX /TAR, l5 MIL MIN THICKNESS.
3. PRECAST VERTICAL SECTIONS SHALL CONFORM TO CPA 102
47XCEPT WHERE OTHERWISE NOTED. CONTRACOR SHALL SUBMIT
DESIGN DRAWINGS FOR APPROVAL.
2 "rn°
4 ALL JOINTS EXCEPT PIPE JOINTS., SHALL BE MORTAR FILLED.
MORTAR SMALL BE MADE OF ONE PART PORTLAND CEMENT AND ic4 �a F. w�
"� BARS ONE AND ONE HALF PARTS CLEAN MASONRY SAND. C� of W4syi �o
2 5. ALL PIPES SHALL BE CONNECTED TO MANHOLES WITH FLEX/BLE ���P� �`- °
of
JOINTS PER TYPICAL DETAIL. - Z
■
a�
O
PRECAST CONE OR
VERTICAL SECT /ON SET .
I N FULL MORTAR BED, 3" W BARS 3" "Z "BARS. TABLE GIVES REO'D I "Y "BARS
STRIKE JOINTS FLUSH CIRCUMFERENCE LENGTH. LAP I „ „ "T" BARS
SPACES 24d FOR ALL SPLICES. S BARS EQUAL SPACES
NOTE WHERE T BARS ENCROACH A
4' -0 ON ✓T. SLEEVE, BEND DOWN AS ad
VERTICAL SECT /ON # 5x /' 3 INDICATED 8 ADD LENGTH AS PLAN
ACERS TE
6"TYP.
HOOP SP READ. TH /S NO I
Q 0 %. SECTION 2 ,QCSO APPL /ES TO STANDARD TYPE C MANHOLE SECTION
T U"BARS. 54" TO 144" (INCLUSIVE) 2
NOTES
I. WHEN CLEAR HEIGHT /NS /DE MANHOLE IS LESS
THAN 7 FEET, PLACE ADJUSTING BLOCKS DIR- 6. METAL SURFACES OF THE TYPICAL FLEXIBLE JOINT
ECTLY ON THE REDUCING SLAB. WHERE CLEAR NOT PERMANENTLY EMBEDDED IN CONCRETE SHALL BE
HEIGHT IS LESS THAN 3 FEET, MANHOLE SHALL BLAST CLEANED AND COATED WITH 2 COATS OF COAL
BE CONSTRUCTED AS DIRECTED BY THE ENGINEER. TAR, EPDXY RES /N COATING, PITT CHEM. TARSET OR
2 MANHOLE STEPS ARE NOT' REQUIRED. INERTOL PDX /TAR, l5 MIL MIN THICKNESS.
3. PRECAST VERTICAL SECTIONS SHALL CONFORM TO CPA 102
47XCEPT WHERE OTHERWISE NOTED. CONTRACOR SHALL SUBMIT
DESIGN DRAWINGS FOR APPROVAL.
2 "rn°
4 ALL JOINTS EXCEPT PIPE JOINTS., SHALL BE MORTAR FILLED.
MORTAR SMALL BE MADE OF ONE PART PORTLAND CEMENT AND ic4 �a F. w�
"� BARS ONE AND ONE HALF PARTS CLEAN MASONRY SAND. C� of W4syi �o
2 5. ALL PIPES SHALL BE CONNECTED TO MANHOLES WITH FLEX/BLE ���P� �`- °
of
JOINTS PER TYPICAL DETAIL. - Z
AS CON STRLXTED
DATE MAR. 1969
SOUTH INTERCEPTOR SECTION 2
F„E_R 216- RENTON
SYSTEM SANITARY SEWER MANHOLES
OCT_ 1967
DATE. _
Fss �/S T E��"����v
/ANAL ENV
DRAWING NUMBER
c•r- 2
"HE El NUMBER
2 -- OF
J- l
72" TO 26" REDUCING
SLAB
48"
TO 26" REDUCING
SLAB
METROPOLITAN ENGINEERS
M U N I C PA
L I T Y
0
M E T R 0 P I
9--/L
TA N S E A T Lj�
„anwN �•�W
BROWN AND CAI-DWELt CAREY AND KRAMER
%_
�7
REGCMMFIVOE
APFROVED
APPi-OVE '�✓ l
`�
APPPOVED. ezkQfA '
;CAI F
Cr�EI:rcE �� �PF�
_- -_-
HIL E AND �NGMAN R W BECK AND A�SOCIATF�
,URMITTED - -
esi n n sneer Metro ol�t n r. sneers
� 9 E 9 G, o E 9
D - --
ProlPtr Fngnw r Me'�o�ol�+on
-
- -
En sneers
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nr M.��OG��I�'!
-
Er��rc -er.;
Fos Murnc�pol, +y r• r�n,.r.,,r,ol� ton .�.;�� f
NO SCALE
SCALE
AS CON STRLXTED
DATE MAR. 1969
SOUTH INTERCEPTOR SECTION 2
F„E_R 216- RENTON
SYSTEM SANITARY SEWER MANHOLES
OCT_ 1967
DATE. _
Fss �/S T E��"����v
/ANAL ENV
DRAWING NUMBER
c•r- 2
"HE El NUMBER
2 -- OF
J- l