HomeMy WebLinkAbout2701-3D BARS
75 mm (31) OC----
IOM(.3) TIE BAR
4-20M(o6), E BARS At
975 mm (3'-3') LONG.
SEE NOTE 2
D BARS
75 mm (31) OC, 1
SEE NOTE 9 -�
F
STREET
GRADE
MANHOLE SHAFT
PER STD.
PLAN 324 -
900 mm
STEPS-
TIE BAR
125mm15') F
ROUND EDGES
TO 75 mm (3.) R
15W4) O 450 mm
089 OC BOTH
WAYS TO BE USED
WHEN Dg IS 1500 mm
1609 OR OVER
a
PLAN
(SHAFT NOT SHOWN)
OPTIONAL OUTSIDE
EDGES TO BE EDGE OF CONCRETE
ROUNDED TO
75 mm(3')R
i P �.-- R=10 OF SPUR Ct 10, EFF- 11 C•
MANHOLE FRAME
AND COVER PER
STD. PLAN 630
610 mm (24•)
125 mm150mm
15.12.1
PIPE SEAT
f_E BARS
'_TIE BARS
SECTION A -A
CONCRETE RINGS
PER STD.
PLAN 324
OMIT THIS
STEP IN
PAVED
STREETS -/
H BARS_ 1
150 mm (69-/
400 mm 06') FOR
PAVED STREETS.
650 mm (2'-2') FOR
UNPAVED STREETS J
J BARS
SPRING LINE
E BARS
SEAT LEVEL.
NOTE 8
ELEVATION I`I GRADE POINTS. \\
APPLIES AT SEE NOTE 4
THIS POINT
SECTION B -B
STREET GRADE
125 mm x 25 mm (5'11')
RING SEAT
-H BARS
F
SECTION C -C
SEE TABLE
�-VARIABLE
E BARS
IOW03 OR =4)
TIE BARS
J BARS
ROUND
EDGES
TO 75 mm
I3')R
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
R"�"�°"�B
MANHOLE PIPE TO PIPE MAIN LINE
4-15W•4) H
--1OW•3)
TIE BAR
320 - 1
'• BARS 900 mm
190 mm 7 1/2'
SHEET , OF q
1.2 In (3'-0') LONG
3-I51004) J BARS 1.4 m
(4'-0')
(4'-69 LONG 75 mm(31) OC
I
CON'T.AOD'L, BARS 150 mm
DETAIL "N"
(6.) OC TO INSIDE EDGE
23 1/4'7
OF MANHOLE, SEE NOTE 2
(RINGS AND COVER NOT SHOWN)
1575 mm (63'1
(SEE NOTE I)
MANHOLE FRAME
AND COVER PER
STD. PLAN 630
610 mm (24•)
125 mm150mm
15.12.1
PIPE SEAT
f_E BARS
'_TIE BARS
SECTION A -A
CONCRETE RINGS
PER STD.
PLAN 324
OMIT THIS
STEP IN
PAVED
STREETS -/
H BARS_ 1
150 mm (69-/
400 mm 06') FOR
PAVED STREETS.
650 mm (2'-2') FOR
UNPAVED STREETS J
J BARS
SPRING LINE
E BARS
SEAT LEVEL.
NOTE 8
ELEVATION I`I GRADE POINTS. \\
APPLIES AT SEE NOTE 4
THIS POINT
SECTION B -B
STREET GRADE
125 mm x 25 mm (5'11')
RING SEAT
-H BARS
F
SECTION C -C
SEE TABLE
�-VARIABLE
E BARS
IOW03 OR =4)
TIE BARS
J BARS
ROUND
EDGES
TO 75 mm
I3')R
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
R"�"�°"�B
MANHOLE PIPE TO PIPE MAIN LINE
STANDARD PLAN
Rl18LIC NOR"5 3,11 W R D6 INC
��DMW EE
ID=900 mm 36" OR LARGER
320 - 1
42'1
190 mm 7 1/2'
SHEET , OF q
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
J
r
B EDGES TO BE ROUNDED
rr_�"�-1 i TO 75 mm (39 R
`la
STREET GR
w
J
m
m -C
W
y. }A
_-R=10
OF SPUR t
150 mm 16.1
NI N.
ALL STEEL REIN. 15M
O 100 mm (14 O 4'1 OC
PLAN
(SHAFT NOT SHOWN)
}C
DETAIL 'N" PLAN
(RINGS AND COVER NOT SHOWN)
SEE NOTE I
MANHOLE FRAME CONCRETE RINGS
AND COVER PER PER STD. PLAN 324
STD. PLAN 630 OMIT THIS STEP
IN PAVED STREETS -
MANHOLE
SHAFT 225 mm (9'1
PER STD. 400 mm (16') FOR
PLAN 324 PAVED STREETS,
x-900 mm (3'-0'1 650 mm (2'-2'7
STREETS FOR UN-
PAVED STREETS 1
7ROUNO
mm x 50 mm (5'12'1PIPE SEAT
ROUND EDGES
OF INLETS EDGES
INLET ELEVATION
APPLIES AT THIS
POINT
SECTION A -A
STATION LINE900 mm (3'-0')
200 mm 189 -
1200 mm
OPTIONAL
SECTION B -B
STEPS
450 mm (18.)
1-7 00mm (4')
E-200 mm (8')
ADE POINTS,
E NOTE 5
STREET GRADE
125 me 1 25
(5.11.1
RING SEAT
w
tlWWI m
a
r
SECTION C -C
TABLE OF VALUES FOR M (SEE NOTE U
SECTION 1 PAVED STREET UNPAVED STREET
WX. MIN. MAIL MIN.
A -A 867 mm 1060 mm (3'-69
C -C 1282 mm (11.1 ' 217 mm (8 1/29 1410 mm (169 1 380 mm 115')
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
TEVB THE
RR!H1UC
MANHOLE PIPE TO PIPE ONE OR BOTH
STAN ETRI
Ru IC wo STa DARos W ,
"EENBOpRC�bmEE
0
321 -1
42'1
190 mm 7 1/2'
5.1 'I
REV IM
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHEET 1 OF 3
s`•
I
Ir
mm 9'
3T)
23 1/4'7
40 mm 1/2')
1575 mm (63'1
.255 mm 001
1650 mm (66')
`la
STREET GR
w
J
m
m -C
W
y. }A
_-R=10
OF SPUR t
150 mm 16.1
NI N.
ALL STEEL REIN. 15M
O 100 mm (14 O 4'1 OC
PLAN
(SHAFT NOT SHOWN)
}C
DETAIL 'N" PLAN
(RINGS AND COVER NOT SHOWN)
SEE NOTE I
MANHOLE FRAME CONCRETE RINGS
AND COVER PER PER STD. PLAN 324
STD. PLAN 630 OMIT THIS STEP
IN PAVED STREETS -
MANHOLE
SHAFT 225 mm (9'1
PER STD. 400 mm (16') FOR
PLAN 324 PAVED STREETS,
x-900 mm (3'-0'1 650 mm (2'-2'7
STREETS FOR UN-
PAVED STREETS 1
7ROUNO
mm x 50 mm (5'12'1PIPE SEAT
ROUND EDGES
OF INLETS EDGES
INLET ELEVATION
APPLIES AT THIS
POINT
SECTION A -A
STATION LINE900 mm (3'-0')
200 mm 189 -
1200 mm
OPTIONAL
SECTION B -B
STEPS
450 mm (18.)
1-7 00mm (4')
E-200 mm (8')
ADE POINTS,
E NOTE 5
STREET GRADE
125 me 1 25
(5.11.1
RING SEAT
w
tlWWI m
a
r
SECTION C -C
TABLE OF VALUES FOR M (SEE NOTE U
SECTION 1 PAVED STREET UNPAVED STREET
WX. MIN. MAIL MIN.
A -A 867 mm 1060 mm (3'-69
C -C 1282 mm (11.1 ' 217 mm (8 1/29 1410 mm (169 1 380 mm 115')
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
TEVB THE
RR!H1UC
MANHOLE PIPE TO PIPE ONE OR BOTH
STAN ETRI
Ru IC wo STa DARos W ,
"EENBOpRC�bmEE
MAIN LINE ID'S 825mm 33" OR SMALLER
321 -1
42'1
190 mm 7 1/2'
5.1 'I
REV IM
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHEET 1 OF 3
TABLE OF VALUES FOR F
D2 -
MANHOLE PIPE TO PIPE MAIN LINE320-1
METRIC
320 - 1
5 mm 1/2')
99
I mm 7•
42'1
190 mm 7 1/2'
5.1 'I
5 mm 7 3/4'489
M�4
05 mm 8'1.1
215 mm 8 1/2'1
1350 4'
mm 9'
3T)
23 1/4'7
40 mm 1/2')
1575 mm (63'1
.255 mm 001
1650 mm (66')
1260 mm I 1/4'
1725 mm (69*)
1275 mm 110 3/4
1800 mm (729
1280 mm OV)
2100 mm (84')
' 1320 mm (12 1/2'1
250 mm 19
mm 3 /4')
400 mm (9 '7
3 14•
2550 mm (102.7
395 mm IIS 1/2'1
700 mm (108')
1405 mm 16•)
2850 mm (114•)
000 mm (1&0')
1420 mm (16 1/2')
430 mm IT')
150 mm 12 ')
430 mm (17.1
3 mm 1329
aa5 mm 117 1/29
450 mm (138.1
445 mm (17 I/2'
36 (144'11455
mm (18'
TABLE OF VALUES FOR M (SEE NOTE U
SECTION!PAVED STREET UNPAVED STREET
MAX.MIN. MAX. IN.
A -A 867 mm (2'-10 1/2' 1060 mm (3'-6')
C -C 282 mm (11.) 1 217 mm 8 1/29 1410 mm 116') 380 mm (159
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
MANHOLE PIPE TO PIPE MAIN LINE320-1
METRIC
320 - 1
ID=900 mm 36" OR LARGER
SHEET 2OF4
NOTES
1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 867 mm (2'-10 1/2') FOR PAVED STREETS OR 1060 mm (3'-61 FOR
UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C -C AND DETAIL 'N'.
DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (6') WHEN
LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mm (3'-6')
OR LESS.
2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 1.2 m (4'-0'),
BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT
BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL
BE USED. FOR H (IN SECTION C -C) SEE NOTE I.
3. L SHALL BE 1.2 m (4'-0') UNLESS OTHERWISE SHOWN. L MAY BE IN-
CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS, BUT ANY
CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER,
4. T SHALL BE 200 mm (8') FOR VALUES OF H UP TO AND INCLUDING 2.4 m
(8'-0') AND 250 mm 001 FOR VALUES OF H OVER 2.4 m (8'-0').
5. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT
CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF
SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3.
6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615,
GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2') CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE SHOWN.
7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
8. 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 200 mm (8').
10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14') TO 375 mm (15') OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE LEDGE
AT THE SIDE OF THE MANHOLE.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE
ID'S 825mm 33" OR SMALLER)
321 1
SHEET 2OF3
REVISIONS
NOTES
I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 867 mm (2'-10 1/2'1 FOR PAVED STREETS OR 1060 mm (3'-6') FOR UN-
PAVED 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 1200 mm (481 OR LESS, CENTER
OF SHAFT MAY BE LOCATED PER NOTE 2.
2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF
STORM DRAIN WHEN DIAMETER DI IS 1200 mm (48') OR LESS, IN WHICH CASE
PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 450 WITH CENTER LINE
AND OMIT J BARS.
3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN
ON THE PROJECT DRAWINGS:
A. D2=2400 mm (96') OR LESS, L=1.7 m (5'-6'), P=130 mm (5')
B. D2 OVER 2400 mm (961, L=1.8 m (6'-0'), P=210 mm l8'1
L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE
ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED. D BARS
SHALL BE CONTINUED 150 mm (61 OC.
4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER
LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND
REFER TO THE PROLONGED INVERT GRADE LINES.
5. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300 (ASTM A 615.
GRADE 40). AND SHALL TERMINATE 40 mm (1 1/2') CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE SHOWN.
6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
7. 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.
8. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A
LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F
SHOWN ON TABLE SH. 2.
9. D BARS SHALL BE 15M(#4) FOR 02=975 mm(39') OR LESS. 15M(•5) FOR
D2 =1050 mm (42') TO 2100 mm (84') INCLUSIVE AND 20M(@6) FOR
02=2250 mm (90') OR OVER.
10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT
SPRING LINE UNLESS OTHERWISE SHOWN.
11. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE
SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (14') TO 375 mm (15') OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE INVERT.
12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
A. MAIN LINE = 900 mm (36')INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN
LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (36') TO 1050 mm (42')
INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS B25 mm (331 OR
LESS STANDARD PLAN 321 SHALL BE USED.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
MANHOLE PIPE TO PIPE MAIN LINE
METRIC
320 - 1
ID=900 mm 36" OR LARGER
SHEET 3 OF 1
II. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE
A. MAIN LINE = 825 mm (33') INSIDE DIAMETER OR LESS. (EXCEPTION -
IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (36')
TO 1050 mm (42')INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS
825 mm (33') OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS
NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm
(36') IN DIAMETER.
B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE
CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE
OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm (8•)
THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM
THE END OF THE RCP, SHALL BE A MINMUM OF 150 mm (6').
C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED
MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE
FOLLOWING ALTERNATE SOLUTIONS MUST BE USED.
I. PROVIDE A SPECIAL STRUCTURE.
2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THIS
MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE
JUNCTION STRUCTURE OR TRANSITION STRUCTURE.
12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN.
13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN.
14, WHERE A MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 336.
15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328.
16. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36') WITHOUT REDUCER
IS SPECIFIED REFER TO STANDARD PLAN 329.
17. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE
NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES
USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING
BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES.
IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE
ENGLISH UNITS.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT - 914 mm (36') WITHOUT REDUCER
630 610 mm (24') MANHOLE FRAME AND COVER
633 914 mm (369 MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE
ID'S 825mm 33" OR SMALLER)
321R1G 1
SHEET 3OF3
b
ti
Q(tOFEOO L 0
L B9(�
�-
� c z
m
Cr_' No. 24573 2
* Exp. 12/31/01
*
CIVIL
OF
DATE •o ConYrxi DATE M_
B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR
EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE
UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT
THE SAME. THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE
SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER
LINE OF THE LATERAL ENTERS THE MANHOLE,
C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO
THE MANHOLE BE GREATER THAN 750 mm (30').
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 - 900 mm (36') WITHOUT REDUCER IS SPECIFIED
REFER TO STANDARD PLAN 326-
16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328.
17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36') WITHOUT REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 329.
18. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT
EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED
FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR
SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES.
IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL
BE ENGLISH UNITS.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN;
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT 914 mm (36') WITHOUT REDUCER
630 610 mm (24') MANHOLE FRAME AND COVER
633 914 mm (36') MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
MANHOLE PIPE TO PIPE MAIN LINE
METRIC
ID=900 mm 36" OR LARGER
SHEET) OFq
iARECORD DRAWING
The information on this drawing is obtaW from offs and
must be verified in the field by anyone ;)riot to use or
construction. HALL & FOREMAN, INC. Is not responsible for
.-Irgroundfacilitylocationsordepictions.Allaboveground
3cilities can be readly seen and verified bV the parties tha
to I'(zA vamp
moor Hal & Ebreman, Inc.
■■r A Civil Engineering • Planning - Surveying - Public Works
545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 • (909) 982-7777
PREPARED UNDER THE SUPERVISION OF:
�- 27- V
DATE:
L
N0. t
COf16T3
E*
CITY OF FONTANA, CALIFORNIA
)RAWN BY STORM DRAIN IMPROVEMENT PLANS SCALE:
E.O./HYO/JW HORIZ: 1" = 40'
)ESIGNED BY DETAIL SHEET VERT: 1" = 4'
E.O. & EMR FOR
:NECKED BY DATE:
A.G. & R.B. TRACT NO. 15957 & -6 10/23/98
JOB NO. ,R. N0. SHT. NO.
5195 APPROVED CITY ENdNEER L 25126 27�� 3 OF 4
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