HomeMy WebLinkAbout2548-3(SHAFT
,t
MA ME
STREET AND+ R
6R ABE STD.
ry
24 .,
MANHOLE SHAFT
PER STD. 5'x2' PIPE
PLS 324 SEAT
3'-0'� / E BARS A
TIE BARS
'm
PIPE SEAT LEVEL.
119,.41 1 <) SEE NOTE 6
f-
i"*fir, H
�ii;R y 1
U- N
II" IMI
3'1 R
AL I I D 8ARs
-4•'2'-4- ( P o
GRADE POINTS,
STEPS -*SEE
F
p1
F
EDGES TO BE
OPTIONAL 0
EDGE OF C
E
SECTION 13-1
ROUND F
F J BARS
ROUNDED
EDGES
TO 3•R
8 E
S
BI
a 1
4' 1
TO 3' R
GS
STREET GRADE
03
� 120' 1
--
R P'
R= ID OF SPUR
C
4-•6. E
60OROVER
-
c
SECTION
PAVED
A -A STREETS
-'y -
VARIABLE
3'-3' LONA,.
138'
/4' 144'
5'M
E BARS
MAX. � _M
-A 2'-10 1/2'
M BARS
24•
L J
SEE NOTE 2
�-'��
3
AN PUS►LIC WORKS ASSOCIATION - SOUTMIRN CALWKWANA
FOY7MAPWA-A=
TIEOBARS
� � •4 H BAMS
D BARS
3' OC.
SEE NOTE 9
F J BARS
♦.
aI i
1 •3 TIE BAR
x
•-O' LONG4' -0
T A
TABLE OF VAL
F j
FOR UNPAVED
STREETS
F
3-•4 J BARS 4'-8'
LONG 3' OC CON' T
ADD'L. BARS 6' OC
_DE
(RINGS AND C •� SHOWNI
_
IS
EDGES
TO INSIDE EDGE OF
/4•
T6 3'4
*1 AOL
MANHOLE. SEE NOTE 2
(SHAFT
,t
MA ME
STREET AND+ R
6R ABE STD.
ry
24 .,
MANHOLE SHAFT
PER STD. 5'x2' PIPE
PLS 324 SEAT
3'-0'� / E BARS A
TIE BARS
'm
PIPE SEAT LEVEL.
119,.41 1 <) SEE NOTE 6
f-
i"*fir, H
�ii;R y 1
U- N
II" IMI
3'1 R
AL I I D 8ARs
-4•'2'-4- ( P o
GRADE POINTS,
STEPS -*SEE
.5
13 1/4"
NOTE 4
TIE YAR
7 31&r'�1
E
SECTION 13-1
ROUND F
F J BARS
SECTIO
EDGES
TO 3•R
8 E
SPRING L
406
•4*f8. OC
BOTH WAYS.
4' 1
INLET A FN
1 PER 5
ELEVAt PLAN
GS
STREET GRADE
TO BE USED
� 120' 1
APP #
5•■ I• RING SEAT
WHEN De IS
THI$ OMIT THI'*
H BARS
60OROVER
s STEP IN
SEE TAMA
SECTION
PAVED
A -A STREETS
-'y -
VARIABLE
114 16 /2
I1MA
138'
/4' 144'
5'M
E BARS
MAX. � _M
-A 2'-10 1/2'
M BARS
24•
7
II'
C -C II' 8 1/2' 16'
3
AN PUS►LIC WORKS ASSOCIATION - SOUTMIRN CALWKWANA
FOY7MAPWA-A=
TIEOBARS
MANHOLE PIPE TO PIPE
t6• FOR PAVED
F J BARS
STREETS. 2'-2-
F
SECTION
TABLE OF VAL
MAIN
FOR UNPAVED
STREETS
ROUND
D F
EDGES
lF• I/i•
/4•
T6 3'4
ES
WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX
AN 2'-!0 112- FOR PAVED STREETS OR 3'-6' FOR UNPAVED
STRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETA(
h T FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED
N C -C. WHEN DIAMETER DI IS 48' OR LESS. CENTER FT
LOCATED PER NOTE 2.
2. CE MANHOLE SHAFT SHALL BE LOCATED OVER LINE OF
ST WHEN DIAMETER DI IS 48' OR LESS, 1011 CASE PLACE
E BAIM SVIAMETRICALLY AROUND SHAFT AT 45• WI R LINE AND
OMIT J 4
3. L AND P VE THE FOLLOWING VALUES THERWISE SHOWN
ON THE PRNA WINGS:
A. D2=9&' S. L=5'-6', P=5' 'P "
B. D2 OVEN 6'-0", P=8'
L MAY BE INCR LOCATION OF MA HIFTED TO MEET PIPE
ENDS. WHEN L GREA AN THAT SHOwMi E IS SPECIFIED. D BARS
SHALL BE CONTIN A -T
.Ir•'
4. STATIONS OF MANHOLSS N ON P DRAWINGS APPLY AT CENTER
LINE OF SHAFT. ELEVA E CENTER LINE OF SHAFT AND
REFER TO THE PROLON INES.
5. REINFORCEMENT SHALL COW M A 615. GRADE 40, AND SHALL
TERMINATE 1 1/2' CLEAR OF SURFACES UNLESS OTHERWISE
SHOWN.
6. FLOOR OF MANHOLE SHALIA K WELED TO SPRING LINE.
7. BODY OF MANHOLE SHA CONTINUOUS OPERATION
EXCEPT THAT A CONST J01 LONGITUDINAL KEYWAY MAY
BE PLACED AT SPRINA,,L1
8. THICKNESS OF TH ALL VARY WNWN&SSARY TO PROVIDE A
LEVEL SEAT BUT OT BE LESS THS 151WABULAR VALUES FOR F
SHOWN ON TABLE _ y
9. D BARS SHALLW-,,�44 FOR D2=39' OR LESS. • =42' TO 84•
INCLUSIVE ANS` R D2=90' OR OVER.
10. CENTER LII) OrVLET PIPE SHALL INTERSECT IN#AftPjLOF CONE AT
SPRING LM9 SS OTHERWISE SHOWN.
11. STEPS '!MI ONFORM TO STANDARD PLAN 635 OR 63& S OTHERWISE
SHO w S SHALL BE UNIFORMLY SPACED 14' TO 15"4&14 LOWEST
STEPNOT BE MORE THAN 24' ABOVE THE INVERT. -7-.f mW
. SMF If AIWIL
12. T4 WING CRITERIA SHALL BE USED FOR THIS MANHOLIb IMILL
it 4WIN LINE = 36" INSIDE DIAMETER OR LARGER. EXCEPT IMI INE
CP DOWNSTREAM OR MANHOLE IS 36' TO 42' INSIDE DIAW hND
MAIN LINE RCP UPSTREAM IS 33" OR LESS STANDARD PLAN • L
ire BE USED.
AL
PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER sTANIOARa•
MANHOLE PIPE TO PIPE 320 -
(MAIN LINE ID=36" OR LARGER)CTz
S. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THA
EOUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF
'1110F`. UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE
' THE SAME, THE GOVERNING INSIDE DIAMETER OF THE MAIN
SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENRO ER
INE OF THE LATERAL ENTERS THE MANHOLE.
C.ffikNO INSTANCE SHALL THE INSIDE DIAMETER OF THd` 6a>�AL TO
• MANHOLE BE GREATER THAN 30'.
13. MAN E AND COVER SHALL CONFORM TO STAND 630
UNLEO WISE SHOWN.
lem
14. MANHOLE HALL CONFORM TO STANDARD PL40 S&OW1LESS
OTHERWIST
15. WHERE A MA AIt AFT - 36 -INCH WITHOUT*04 IS SPECIFIED
REFER TO STA AN 326. ,Ir!
16. WHERE A PRESSU44 LE SHAFT - WIT RIC REDUCER IS
SPECIFIED REFER ARD PLAN 328.
17. WHERE A PRESSURE SHAFT - WITHOUT REDUCER IS
SPECIFIED REFER TO PLAN
THE FOLLOWING STANDARD P4A ORPORATED HEREIN:
324 MANHOLE SHAFT - WI IC REDUCER
326 MANHOLE SHAFT - 4- UT REDUCER
328 PRESSURE MANHOL( NI ECCENTRIC
329 PRESSURE MANHO" %- WITHOUT REDUCER
630 24 -INCH' MANHOtt AND. CO
633 36 -INCH MANN" E AND OOVOU
635 STEEL STEP 40-,.W
636 POLYPROPY6" ISTIC STEP t5
-
AL
m
y
>w
g�
A PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER sTANa
MANHOLE PIPE TO PIPE 3204
rqur
(MAIN LINE ID = 36 OR LARGER) SHEETSOF3 ,
FINISHEQ GRADE DR
MANHOLE FRAME SPECIFIED ELEVATION
MANHOLE FRAM[
AA%COVER PER COLLAR. CLASS C MORTAR AND COVER PER
STD. PLAN 639 STD. PLAN 631
end STD. CONCRETE RINGS. 3'. ,
L_ 6. OR 16' IN THICKNESS.
SEE NOTE 6
R • 2' 5r co WHEN POSSIBLE USE 4.' R = r
4• M 4-2 1/2' RINGSOR EOUIVALENT 1
18' MAXIMUM •4 WIRE
SEE RING SECTION ff
HOOPS
= i FOR JOINT DIETAILS ?
►''t
•2 COILS. � �-�- I
7 REOUIRED 1
a -1 •2 TIE BARS.
Am 4 REOUIRED a r• ' •
ECCENTRIC PRIECAST
� CONCRETE CONE
VARIABLE LENGTH PRECAST CONCRETE L. I
SECTIONS. 6' MIN. THICKNESS FOR
3 1/8'L36' DIA. PLAIN CONCRETE. 4' MIN. THICKNESS
FOA REINFORCED CONCRETE
MINIMUM
36' SPECIAL MH RCP WITH
A CIRCULAR CAGE AND 10000 MINIMUM
ANY STANDARD I
A.
PIPE END
rJ S' x 2' PIPE SEAT,
CLASS C MORTAR VERTICAL SECTION
OF PLAIN CONCRETE
ECCENTRIC MANHOLE SHAFT
VERTICAL. SECTION
OF REINFORCED CONCRETE
ECCENTRIC MANHOLE SHAFT
2 I/2' RINGS SMALL Of REINFOACU
WITH TWO 1/4• ROUND STEEL HOOPS.
6' AND 8' RINGS SHALL BE REINFORCED
WITH FOUR HOOPS, TtrL* WITN NO. 14
5 3/4• GAUGE WIRE 8' OC
PIIMIMILOATfIo w 711E APWA.AUfe
''°a'r C°°'m«: `c""""
13 1/4"
U011I
45'
7 31&r'�1
14'
I/4'
48•
151/2•
SECTIO
51'
8 E
16'
406
54'
4' 1
16 1/2'
45 7 3/1
57'
� 120' 1
17'
9 1/4
60'
�1
126'
17'
1
TABLEVALUES FOR M (SEE
6
132'
17 1/2'
102 IS I/2
AvED STREET UNPAv
SECT---- -
[ON-4X. 1147 MAX_
114 16 /2
I1MA
138'
/4' 144'
17 I/2'
18'
1
MAX. � _M
-A 2'-10 1/2'
MIN,
II'j
7
II'
C -C II' 8 1/2' 16'
C -C ii'
AN PUS►LIC WORKS ASSOCIATION - SOUTMIRN CALWKWANA
FOY7MAPWA-A=
MANHOLE PIPE TO PIPE
LINE ID = 36" OR LARGER
o
SECTION
OF
MAIN
CONCRETE
RING
USE WITH STANDARD SPECRICATIOIIS FOR PUBLIC WORKS CONSTRUCTION
ES
WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX
AN 2'-!0 112- FOR PAVED STREETS OR 3'-6' FOR UNPAVED
STRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETA(
h T FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED
N C -C. WHEN DIAMETER DI IS 48' OR LESS. CENTER FT
LOCATED PER NOTE 2.
2. CE MANHOLE SHAFT SHALL BE LOCATED OVER LINE OF
ST WHEN DIAMETER DI IS 48' OR LESS, 1011 CASE PLACE
E BAIM SVIAMETRICALLY AROUND SHAFT AT 45• WI R LINE AND
OMIT J 4
3. L AND P VE THE FOLLOWING VALUES THERWISE SHOWN
ON THE PRNA WINGS:
A. D2=9&' S. L=5'-6', P=5' 'P "
B. D2 OVEN 6'-0", P=8'
L MAY BE INCR LOCATION OF MA HIFTED TO MEET PIPE
ENDS. WHEN L GREA AN THAT SHOwMi E IS SPECIFIED. D BARS
SHALL BE CONTIN A -T
.Ir•'
4. STATIONS OF MANHOLSS N ON P DRAWINGS APPLY AT CENTER
LINE OF SHAFT. ELEVA E CENTER LINE OF SHAFT AND
REFER TO THE PROLON INES.
5. REINFORCEMENT SHALL COW M A 615. GRADE 40, AND SHALL
TERMINATE 1 1/2' CLEAR OF SURFACES UNLESS OTHERWISE
SHOWN.
6. FLOOR OF MANHOLE SHALIA K WELED TO SPRING LINE.
7. BODY OF MANHOLE SHA CONTINUOUS OPERATION
EXCEPT THAT A CONST J01 LONGITUDINAL KEYWAY MAY
BE PLACED AT SPRINA,,L1
8. THICKNESS OF TH ALL VARY WNWN&SSARY TO PROVIDE A
LEVEL SEAT BUT OT BE LESS THS 151WABULAR VALUES FOR F
SHOWN ON TABLE _ y
9. D BARS SHALLW-,,�44 FOR D2=39' OR LESS. • =42' TO 84•
INCLUSIVE ANS` R D2=90' OR OVER.
10. CENTER LII) OrVLET PIPE SHALL INTERSECT IN#AftPjLOF CONE AT
SPRING LM9 SS OTHERWISE SHOWN.
11. STEPS '!MI ONFORM TO STANDARD PLAN 635 OR 63& S OTHERWISE
SHO w S SHALL BE UNIFORMLY SPACED 14' TO 15"4&14 LOWEST
STEPNOT BE MORE THAN 24' ABOVE THE INVERT. -7-.f mW
. SMF If AIWIL
12. T4 WING CRITERIA SHALL BE USED FOR THIS MANHOLIb IMILL
it 4WIN LINE = 36" INSIDE DIAMETER OR LARGER. EXCEPT IMI INE
CP DOWNSTREAM OR MANHOLE IS 36' TO 42' INSIDE DIAW hND
MAIN LINE RCP UPSTREAM IS 33" OR LESS STANDARD PLAN • L
ire BE USED.
AL
PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER sTANIOARa•
MANHOLE PIPE TO PIPE 320 -
(MAIN LINE ID=36" OR LARGER)CTz
S. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THA
EOUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF
'1110F`. UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE
' THE SAME, THE GOVERNING INSIDE DIAMETER OF THE MAIN
SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENRO ER
INE OF THE LATERAL ENTERS THE MANHOLE.
C.ffikNO INSTANCE SHALL THE INSIDE DIAMETER OF THd` 6a>�AL TO
• MANHOLE BE GREATER THAN 30'.
13. MAN E AND COVER SHALL CONFORM TO STAND 630
UNLEO WISE SHOWN.
lem
14. MANHOLE HALL CONFORM TO STANDARD PL40 S&OW1LESS
OTHERWIST
15. WHERE A MA AIt AFT - 36 -INCH WITHOUT*04 IS SPECIFIED
REFER TO STA AN 326. ,Ir!
16. WHERE A PRESSU44 LE SHAFT - WIT RIC REDUCER IS
SPECIFIED REFER ARD PLAN 328.
17. WHERE A PRESSURE SHAFT - WITHOUT REDUCER IS
SPECIFIED REFER TO PLAN
THE FOLLOWING STANDARD P4A ORPORATED HEREIN:
324 MANHOLE SHAFT - WI IC REDUCER
326 MANHOLE SHAFT - 4- UT REDUCER
328 PRESSURE MANHOL( NI ECCENTRIC
329 PRESSURE MANHO" %- WITHOUT REDUCER
630 24 -INCH' MANHOtt AND. CO
633 36 -INCH MANN" E AND OOVOU
635 STEEL STEP 40-,.W
636 POLYPROPY6" ISTIC STEP t5
-
AL
m
y
>w
g�
A PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER sTANa
MANHOLE PIPE TO PIPE 3204
rqur
(MAIN LINE ID = 36 OR LARGER) SHEETSOF3 ,
FINISHEQ GRADE DR
MANHOLE FRAME SPECIFIED ELEVATION
MANHOLE FRAM[
AA%COVER PER COLLAR. CLASS C MORTAR AND COVER PER
STD. PLAN 639 STD. PLAN 631
end STD. CONCRETE RINGS. 3'. ,
L_ 6. OR 16' IN THICKNESS.
SEE NOTE 6
R • 2' 5r co WHEN POSSIBLE USE 4.' R = r
4• M 4-2 1/2' RINGSOR EOUIVALENT 1
18' MAXIMUM •4 WIRE
SEE RING SECTION ff
HOOPS
= i FOR JOINT DIETAILS ?
►''t
•2 COILS. � �-�- I
7 REOUIRED 1
a -1 •2 TIE BARS.
Am 4 REOUIRED a r• ' •
ECCENTRIC PRIECAST
� CONCRETE CONE
VARIABLE LENGTH PRECAST CONCRETE L. I
SECTIONS. 6' MIN. THICKNESS FOR
3 1/8'L36' DIA. PLAIN CONCRETE. 4' MIN. THICKNESS
FOA REINFORCED CONCRETE
MINIMUM
36' SPECIAL MH RCP WITH
A CIRCULAR CAGE AND 10000 MINIMUM
ANY STANDARD I
A.
PIPE END
rJ S' x 2' PIPE SEAT,
CLASS C MORTAR VERTICAL SECTION
OF PLAIN CONCRETE
ECCENTRIC MANHOLE SHAFT
VERTICAL. SECTION
OF REINFORCED CONCRETE
ECCENTRIC MANHOLE SHAFT
2 I/2' RINGS SMALL Of REINFOACU
WITH TWO 1/4• ROUND STEEL HOOPS.
6' AND 8' RINGS SHALL BE REINFORCED
WITH FOUR HOOPS, TtrL* WITN NO. 14
5 3/4• GAUGE WIRE 8' OC
AMEINCAN PUBLIC WORKS ASSOCIATION - SOUT'MIRM CAtI/OAMMA C'IRAPTM
PIIMIMILOATfIo w 711E APWA.AUfe
''°a'r C°°'m«: `c""""
2 1/8'
1 1/2'
,
D2 F
OR 00
8 T
(INCHES) I►NCNES)
12 4�
all�r 1 8i 2
I/4'
1 S/ '
1/4'
Is 1 4 2
21 5
24 S 1/4
27 S 1/2
30 6
406
36 6 I/2
39 7
42 7 1/2
45 7 3/1
NAm-
51 i 1/2
54 9
9 1/4
60 9 1/2
63 10
N
-
72 n
74 a 3/4
INSIDE DIAMETER 24'
90 13 1/4
96 14
102 IS I/2
106 16
114 16 /2
I1MA
114
17
126 17
r
LL
MIN,
44• IB'
7
II'
3'-6'
C -C ii'
8 1///2'
18'
9 v
CRO
SECTION
OF
REINFORCED
CONCRETE
RING
AMEINCAN PUBLIC WORKS ASSOCIATION - SOUT'MIRM CAtI/OAMMA C'IRAPTM
PIIMIMILOATfIo w 711E APWA.AUfe
''°a'r C°°'m«: `c""""
MANHOLE SHAFT WIT14
ECCENTRIC REDUCER
STANMANFLAM
324-0
I � � WN1 LINE
�♦ ♦ STATION
STATION N' M oSNO on 4. SEE
STATION PT. D BARS
PLAN
D BARS •3 OR �4
I i
I I V'
A
I
I I I I
I I
�-
•4010' OC. BOTH
WAYS. TO BE USE
LONGITUDINAL SECTION WHEN ee 1s �'
MORE
A BARS �.�I D BARS
•� OR -.6S7
F BARS '
-i-
P •3 OR •4
• • 18' OC B BARS
1
I ELEV. S
ELEV. R
I 1
•4.18' OC. BOTH WAYS. TO BE
USED WHEN B IS 60' OR MORE
i N LINE
SECTION N' -N"-N-
-
PROJECTED ON M -M -N17
D2 F
OR 00
8 T
(INCHES) I►NCNES)
12 4�
all�r 1 8i 2
IME WM STANDARD SPECIRCATWNa FOR PUIMJC WORKS CONSTRUCTION
man
I. UNLESS OTHERWISE INDICATED THIS STRUCTURE SHALL CONFORM TO
ASTM C 479 AND ALL CONCRETE SHALL BE PER SSPWC.
2. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630.
3. ALL JOINTS SHALL BE SEALED BY FILLING THE ANNULAR SPACES
WITH CLASS C MORTAR. THE INSIDE OF THE SHAFT AT EACH JOINT
SHALL BE WIPED CLEAN OF EXCESS MORTAR.
4. PROTECTIVE PLASTIC LINER (T LOCK) OR ENGINEER -APPROVED COAT-
INGS WHERE REQUIRED BY THE PROJECT DRAWINGS SHALL BE IN
ACCORDANCE WITH SSPWC AND THE MANUFACTURER'S DIRECTIONS.
S. STEPS SMALL CONFORM TO STANDARD PLAN 635 OR 636. THE TOP
STEP SHALL BE PLACED DIRECTLY BENEATH THE MANHOLE FRAME.
UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPAC>Ea 14'
TO 15" OC.
6. THE ECCENTRIC MANHOLE SHAFT REDUCER AND RINGS MAY BE PLAIN
CONCRETE. FOR PLAIN CONCRETE SECTIONS THE MINIMUM THICKNESS
SHALL BE 6'.
7. THE PRECAST CONCRETE MANHOLE STRUCTURES WILL BE INSPECTED
BY THE ENGINEER WHO WILL INDICATE ACCEPTANCE FOR SHIPMENT TO
THE JOS BY MARKING THE STRUCTURES WITH THE AGENCY'S STAMP.
4. THE VERTICAL SIDES OF THE MANHOLE SHAFT AND THE ECCENTRIC
REDUCER SHALL BE LOCATED ABOVE AND IN LINE WITH THE SIDE OF
THE STORM DRAIN CONDUIT.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
630 24 -INCH MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
nAMeAne PLM
324-0
TABLE
►9R D1IAENS19M8
AND BAR SIZES
MANHOLE SHAFT WITH ECCENTRIC REDUCER
I � � WN1 LINE
�♦ ♦ STATION
STATION N' M oSNO on 4. SEE
STATION PT. D BARS
PLAN
D BARS •3 OR �4
I i
I I V'
A
I
I I I I
I I
�-
•4010' OC. BOTH
WAYS. TO BE USE
LONGITUDINAL SECTION WHEN ee 1s �'
MORE
A BARS �.�I D BARS
•� OR -.6S7
F BARS '
-i-
P •3 OR •4
• • 18' OC B BARS
1
I ELEV. S
ELEV. R
I 1
•4.18' OC. BOTH WAYS. TO BE
USED WHEN B IS 60' OR MORE
i N LINE
SECTION N' -N"-N-
-
PROJECTED ON M -M -N17
D2 F
OR 00
8 T
(INCHES) I►NCNES)
12 4�
SHEET 2 OF 2
I"-+ Cwnent grout
capping of end of pipe
�1
SECTIO
q.
k laid lengthwise
and mortared
Rt?t?" Ee"S T9 R"fus
OF APPROXIMATE ID OF
LATERAL. MAXIMUM 36'-
AB8BARS-
•3 OR M
M 18. OC
Nm
A `t LATERAL /
CONNECTOR
Pfif
� r ;
-ROUND EDGES
• TO 3' •R
�G Opv O ►' ��`�
\
7 14t' Tom_ I ��
[`1�yFw FOR 2.1" CLEAR OPENING FRAME BOTTOM PLAN F COVE
, SVMMETR1CAL ASWT It
------ --- --
I Iwm' TVI.
IT 3/li R I -111/6' 1/!' >/K" In• �B)r
t'
1• r lie• RAa PILut6,TV0 x'�'
SECTION A -A
LN� ylt' !Ir
>K
I �---- _r►
wa"'
3 BW
==As
4W - _ e 6Y
_=-+---
L. -- ---
SECTION THRU FRAME132
Pum
630-1
OHM 2 OF 2
TABLE
►9R D1IAENS19M8
AND BAR SIZES
STANDAN Ftm
I � � WN1 LINE
�♦ ♦ STATION
STATION N' M oSNO on 4. SEE
STATION PT. D BARS
PLAN
D BARS •3 OR �4
I i
I I V'
A
I
I I I I
I I
�-
•4010' OC. BOTH
WAYS. TO BE USE
LONGITUDINAL SECTION WHEN ee 1s �'
MORE
A BARS �.�I D BARS
•� OR -.6S7
F BARS '
-i-
P •3 OR •4
• • 18' OC B BARS
1
I ELEV. S
ELEV. R
I 1
•4.18' OC. BOTH WAYS. TO BE
USED WHEN B IS 60' OR MORE
i N LINE
SECTION N' -N"-N-
-
PROJECTED ON M -M -N17
D2 F
OR 00
8 T
(INCHES) I►NCNES)
12 4�
m
CD
-0
9
Y
in
•
n
"'
0
�,
r-
0
u.
a
x
;,
e
1:
r
0
T
5
t
++
'
IS 4 1/4
Is 1 4 2
21 5
24 S 1/4
27 S 1/2
30 6
406
36 6 I/2
39 7
42 7 1/2
45 7 3/1
4a a
51 i 1/2
54 9
9 1/4
60 9 1/2
63 10
66 1 10 1/4
69 IO 3/4
72 n
74 a 3/4
84 12 1/2
90 13 1/4
96 14
102 IS I/2
106 16
114 16 /2
I1MA
114
17
126 17
IFI/
1/1
AMERICAN PtNUX WORMS Am MATRON - SOtJTiiEMIMI CALIPORMMA CMAPT'ER
Pum
630-1
OHM 2 OF 2
24 -INCH MANHOLE FRAME AND COVER
STANDAN Ftm
J wff coo'Pma u
24 -INCH MANFIOLE FRAME AND COVER
630-1
0z_OR8
A88
DOR_
IME WITN STANDARB SPECIFICATIONS POR PUBLIC WORKS GONBTRIICTIOM
42
1. THE CAST IRON USED SHALL CONFORM WITH ASTM A40 CLASS 36e.
2. THE FRAME AND COVER SHALL BE COATED WITH ASPHALTUM OR SITUMINOUS PAWT AFTER
TESTING AND INSPECTION.
& COVERS SHALL BE CAST WITH THE LETTER "D" FOR STORM DRAINS AND "S" FOR SEWERS AND THE
AGENCY'S IDENTIFICATION IN ACCORDANCE WITH INSTRUCTIONS FURNISHED BY THE AGENCY. THE
LETTER "D" OR "S" SHALL BE APPROXIMATELY 2'/2 INCHES HIGH WITH '/2 -INCH LINE WIDTH AND
PLACED IN THE CENTER OF THE COVER. ALL LETTERS SHALL SE FLUSH WITH THE FMN9HMIA
SURFACE OF THE COVER.
4. FOUNDRY IDENTIFYWG MARK, HEAT AND DATE SHALL BE CAST ON THE BOTTOM OF THE COVER
AND ON THE INSIDE OF THE FRAME.
5. IMPORTED COVERS AND FRAM" SHALL HANE THE COI NIM OF 01))0011 MARKMIA M1001MUANIX
WITH FEDERAL REGULATIONS.
6. WEIGHT OF FRAME SHALL BE 260 POUNDS. WEIGHT OF COVER SHALL SE 17S POUNDS. ACTUAL
WEIGHTS SHALL BE WITHIN A RANGE OF 954% TO 110%.
T. THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE ENG04EER PRIOR TO SHIPMENT
TO THE JOB SITE. ACCEPTANCE WILL BE INDICATED BY THE AGENCY'S MARK.
8. THE PROOF -LOAD FOR TEST METHOD B OF THE STANDARD SPECIFICATIONS 4 40,700 POUNDS.
9. COVERS FOR MANHOLES LOCATED IN EASEMENTS, ALLEYS, PARKWAYS AND ALL OTHER PLACES
EXCEPT PAVED STREETS SHALL BE PROVIDED WITH SOCKET SET SCREW LOCKING DEVICES. DRILL
AND TAP TWO HOLES TO A DEPTH OF ONE INCH AT 90 DEGREES TO PICK HOLE AND INSTALL 3/4 -INCH
X 3/4 -INCH STAINLESS STEEL SOCKET SET SCREWS WITM 3/0-04CH RECESSED HEX HEAD. ALL
THREADS SMALL of N.C.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
Pum
630-1
OHM 2 OF 2
24 -INCH MANHOLE FRAME AND COVER
nside edge of R.C.P. groove
or one of pipe I if broken 1
A 4k na.rw cbsw.
ELEVATICM,
PIPE CLOSURE -TYPE "dM
(Brick and Mortar)
NOTE •
L Type "B" closure for "D" not larger than
36" unless approved or specified by the
Enginew.
ZSee specifications for additional information.
SAN BERNARDINO COUNTY
FLOOD CONTROL DISTRICT
REVIISIeNe OWN, BY DATE
C. L. 5-9-63
I" No.
S. P. 176A
PLANS PREPARED FOR
LEWIS HOMES OF CAUFORI"
ATTN : Ms. MIMI RAYL
1156 N. MOUNTAIN AVENUE
P.O. BOX 670
UPLAND, CA 91786
PHONE: (909) 985-0971
REVISIONS
AMMAN PUM•MQ WORK'S ASSOCIATION - SOUTRflRM CAL MMMwMMA tNMr'TM
TRANSITION STRUCTUFNE WA"M"119nm
PROMLOATm w 7M APWA-ABC 340-0JONR COOPEIUWA Comwrm PIPE TO PIP E
UBE WM $TAfIDW SPECIFICAT101M FOR PUBLIC WORKS CONaTMUC1IMM a1�T 1 6F a
NOTES
I. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE, S. SHALL
kl
NOT EXCEED 5.45'. --
2. VALUES FOR A, B. C. DI AND D2 ARE SHOWN ON THE PROJECT
DRAWINGS. ELEVATION R AND ELEVATION S ARE SHOWN WHEN
REQUIRED BY NOTE 10.
3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE.
4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615, GRADE 40.
AND SHALL TERMINATE 1 1/2" CLEAR OF CONCRETE SURFACES
UNLESS OTHERWISE SHOWN. LONGITUDINAL BARS SHALL BE •3 OR •4'
SPACED 18' OC OR LESS.
S. ELEVATIONS APPLIES AT INSIDE WALL OF STRUCTURE.
6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS
OPERATION, EXCEPT THAT THE CONTRACTOR SHALL HAVE THE
OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT
LONGITUDINAL KEYWAY.
7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION
OF THE CONTRACTOR TO MEET RCP ENDS, USING D BARS.
LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION
OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE. BUT
ANY CHANGE IN THE LOCATION OF SPUR MUST BE APPROVED BY THE
ENGINEER.
S. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE. UNLESS
OTHERWISE SHOWN ON THE PROJECT DRAWINGS.
9. WHEN THERE IS NO SPUR REOUIRED. A 81 B BARS SMALL BE OMITTED.
10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHO'' N ON PROJECT
DRAWINGS, INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN
INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALLY, ELEVATION S
SHALL BE SHOWN ON PROJECT DRAWINGS. AND INLET PIPE SHALL
BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN
OR GRADE BREAK IN INLET LINE. ELEVATION R SHALL BE SHOWN ON
PROJECT DRAWINGS 0� WHEN STUB IS TO BE PROVIDED IN MAIN
LINE FOR FUTURE CONS RUCTION OF INLET PIPE.
11. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 25'. IF THE
COVER EXCEEDS 25' A SPECIAL STRUCTURE SHALL BE DESIGNED FOR
THE COVER AND DETAILED ON THE PROJECT DRAWINGS.
AMERICAN PUBLIC 1i8ORK ASSOCIATION - SOUTHERN CAUPORMMIA CHAPT!R grANDA a Puw
TRANSITION STRUCTURE PIPE TO PIPE 340-0
SHEET 2 of I
3 -•4 J BARS. 4 44'-0' OPTIONAL:
4'-8' LONG. ROUND 70 3' R
3.00 CONTINUE OPTIONAL FILLET OUTSIDE
ADDITIONAL BARS FI DI F T EDGE OF
6'OC TO INSIDE I- CONCRETE
EDGE Of MANHOLE Ct tC
TATION
E SPUR 4-•4 H BARS
;o L
5•x2' PIPE SEAT--- I ANY STANDARD 3'-0' LONG
I PIPE JOINT
3-D BARS. 3'OC DETAIL ' N"
CONTINUE 6'OC f (RINGS AND COVER NOT SHOWN)
4-•6 E BARS. P , Q•o�h y SEE NOTE 2
SEE NOTE 3
•3 OR •4 _ OMIT THIS CONCRETE RINGS
• 18' OC TI 4�� _ STEP IN PER STD. STREET GRADE
TIE BARS -I OF SPUR t PAVED PLAN 324 J S' x I'
A 8 B BARS WITH A IIAX. STREETS 5. W� RING SEAT
iTATION PT. Nf - �.�M OF Y-6' H BAR '^r
STATION16' FOR PAVED H BAR
STREETS. 2'-2' FOR 2a 16 -'
F D F UNPAVED STREETS P6
_ VARIABLE
PLAN TIE BARS 6 ` TIE BARS
(SHAFT NOT SHOWN) F F J BARS
STREET F BARS r
GRADE ROUND
TIE u_ EDGES
MANHOLE MANHOLE FRAME BARS - TO 3•R
SHAFT _ AND COVER PER T
PER STD. STD. PLAN 630
PLAN 324 m SECTION C -C
ly \ I- D BARS - r -
w TIE BARS It r E SHAFT
STEPS I '^BARS
RS SECTION G-
� TIE PII BARS
BAS'x2' PE SEAT
I
_ D BARS /
5'x2' PIPE ---A, rnk ROUND I I
SEAT -� \ A BARS I i EDGES TO I +•� P
F I F ELEV. R - 3' R �' P� -4•' TATION I
ELEV. S B BARS I ELEVATION I I
---iT y STATION
•4.18' OC BOTH ELEVATION
J WAYS. TO BE
•4048' OC BOTH WAYS. I USED WHEN B LONGITUDINAL SECTION
TO BE USED WHEN D2 IS 60" OR MORE
IS 60' OR MORE
TAIIIILE
TA
OF AR
SI
H D2 F
36.6
1/2'
0z_OR8
A88
DOR_
84' 12 1/2'
42
7 1122'
12_39
•503'
406
11•
_45
1/4'
42:84
•603
•506'_
108_' 16' _
_51*_
54'
9 -144•
•7• -
•6
9 174
20' 17•
60'
-4-172f
126' i7' _
TASLE OF VALUES FORM (SEE NO
2)
PACED STREET
UNPAVE_0_STREET
SECTION MAX.
MIN.
MAX. I
MIN,
44• IB'
7
II'
3'-6'
C -C ii'
8 1///2'
18'
TAIIIILE
OF VALUES FOR
D2
I F
H D2 F
36.6
1/2'
78' __II 3/4'
39
7-
84' 12 1/2'
42
7 1122'
10 3/4'
21•
t-
S' �2
11•
_45
1/4'
10_2• 15 I/2_
27•
8 112'
108_' 16' _
_51*_
54'
9'
114' 16 1/2'
-57•
9 174
20' 17•
60'
-4-172f
126' i7' _
63'
132- 17 i%2'
0'
45'
10 1/4
138' 17 I/2_
69'
10 3/4'
44• IB'
7
II'
171/2'
17 I/2'
TABLE
OF VALUES FOR
BI
T 'a e
i2'
SNKT 1 OF 6
USE WITH STANDARD SPECIFICATKM FOR PMLIC W011Ka CONaTMICTION
4 1/4_1 66'
10 I/4'
_15•
W
4_1/2• 69•
10 3/4'
21•
t-
S' �2
11•
_
24'_
1/4'
11 3/4'
27•
_S .,_78'_
5 1/2• '. 84-
12 I/2•
30'
6' 90'
I-96.
13 I/4'
33'
36'6
6 1/4*
ii2_r02•
14•
15 1/2•
39'
7' r 108'
16'
42'
7 1/2' 7 '14'
16 1/2*
45'
7 3/4• r 120'
17'
a8'
8* 126'
17•
51'
_54
8 1/2-i� j2'
9138'
171/2'
17 I/2'
57'
9 1/4' 11144'
18'
9 v
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
FRBrIrLAAIee w 111E APWA•Aoc
'°"W COOPERATIVE C°Ir11t,TU
MANHOLE PIPE TO PIPE
LARGE SIDE I N LET
STANBAR.PAN
322-0
SNKT 1 OF 6
USE WITH STANDARD SPECIFICATKM FOR PMLIC W011Ka CONaTMICTION
NOTES
I. VALUES FOR A. B. C. DI. D2, ELEVATION R AND ELEVATION S ARE
SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE
WALL OF STRUCTURE.
2. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 2'-10 1/2" FOR PAVED STREETS OR 3'-6" FOR UNPAVED STREETS,
CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL "N'.
SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION
C -C. WHEN DIAMETER DI IS 48" OR LESS, CENTER OF SHAFT MAY BE
LOCATED PER NOTE 3.
3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF
STORM DRAIN WHEN DIAMETER DI IS 48" OR LESS, IN WHICH CASE
PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45• WITH CENTER LINE.
4. LENGTH OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE ENDS,
BUT ANY CHANGE IN LOCATION OF SPUR MUST BE APPROVED BY THE
ENGINEER.
S. P SHALL BE 5" FOR D2=96' OR LESS AND 6" FOR D2 OVER 96'
6. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40. AND SHALL
TERMINATE 1 112' CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE
SHOWN.
7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
S. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY
MAY BE PLACED AT SPRING LINE.
9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A
LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES OF
F SHOWN ON TABLE. SH. I.
10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE. SHAFT SHALL BE
LOCATED ON SIDE RECEIVING THE SMALLER LATERAL.
11. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14" TO 15' OC. THE LOWEST
STEP SHALL NOT BE MORE THAN 24' ABOVE THE INVERT.
12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
A. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 320 IS
INADEQUATE, MAIN LINE = 36' INSIDE DIAMETER OR LARGER.
S. LATERAL = 12" TO 144' INSIDE DIAMETER: HOWEVER. THE INSIDE
DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF THE
MAIN LINE.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTIRMN CALWORr1IA CHAFM
STANOAus PtM
322-0
SHEET 2 OF a
MANHOLE PIPE TO PIPELARGE SIDE INLET
PIPE(
13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN.
14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN.
15. WHERE A MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS SPECIFIED
REFER TO STANDARD PLAN 326.
16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER 15
SPECIFIED REFER TO STANDARD PLAN 328.
17. WHERE A PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT IS SPECIFIED
REFER TO STANDARD PLAN 329.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN=
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER
630 24 -INCH MANHOLE FRAME AND COVER
633 36 -INCH MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CAUPORNIA CHAPTEII
WrANIOAM PLM
322-0
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
EN" 2 OF S
BENCH MARK: R H 51 F BASIS OF BEARINGS: CITY OF F CALIFORNIA
SPIKE IN NORTH CE 0 THE C.L. OF CHERRY AVE. BEIMv
PP #1536697E. @ S.W. N 00.08' 09" E PER P.M. 1959,
COR. OF BASELINE AVE.
& SULTANA AVE. P.M.B. 28I18 WAS USED AS THE
BASIS OF BEARINGS FOR THIS PLAN
ELEVATION: 1365.01 DRAWN BY: SCALE:
PREPARED IN THE OFFICE OF CONSTRUCTION
MADOLE AND ASSOCIATES INC. oFEssro
o �10av l �y� DESIGNED: AS SHOWN
OF THE INLAND EMPIRE 5o s DETAILS
10601 CHURCH STREET STE . 107 W CHECKED: DATE:
RANCHO CUCAMONGA, CA 91730 cc � ND• 14814 m � TRACT NO . 15709-3
PHONE (909) 946-1311 * Exp: 3-31-01
JOB NO. DWG. NO. SHEET NO.
l►� /- tt-!� sf'lF OfI CALZF���! 126-11 SO APPROVED � OF
X548 3i
APPROVAL DATE APPROVAL DATE MADOLE R.C.E.148i4 DATE PAWN CITY ENGINEER R.C.E. 251 6 4
r.r f- -rrl Ater- A^=^ A
7Kl-W L...1 1 LLr FU1Y1 til Y1! LA-tuv% U114L_ - C1 Lu. r -.J .Jj r! . iVII.JJ 1J G/_ULL-J/ VU. 1j rr! / ICU IV jV 1
VWG. 04rE: