HomeMy WebLinkAbout3706-7t MAIN LINE RCP OR
REINFORCED MONOLITHIC
ARCH. SEE NOTE 2
a
id
1-
0
z
W
1d
80 mm (3.1 MIN.
J
r
1,
Tift<Z4---1
-
BREAKOUT LIM
ROUND ROUND
EDGE
TO 75mrn
(31 R
t LATERAL/
CONNECTOR PIPE
G
6.F 5M 0 5150 min
0 (44 O 61 OC
REINFORCING STEEL
80 mm (31 MIN.
SPRING
LINE
'^ CONNECTOR PIPE
80 SEE NOTE 3
(31 MIN.
PLAN
STA. POINT
LATERAL
SEE NOTE 3
10M0450mm
(03 OR .4 0 18')
OC TIE BAR
G BARS I5M 0 150 mm
(•406•)06
1014 0 mm
(03 OR4'40 0 181
OC TIE BARS
E AND F BARS
(5MO75mm
(45 0 31 OC.
SEE NOTE 8
TABLE OF
VALUES FOR T
B
T
300 ow (121
375 err (451
450 awe (181
525 ere (21.1
100 awn (24')
475 mat (271
750 mm 1301
825 mm (33.1
900 mita (36-)
975 own (39')
130
130
130
130
140
140
150
170
170
180
mm (51
mm (5')
mal (5•)
ow (5•)
awa (5 1/21
rima (5 1/r)
me (6')
mm (6 1/21
mm (6 1/21
mew (7')
UNDISTURBED
EARTH
SECTION Z -Z
F BARS 151 05)
0 75 ern (3') OC
CONCRETE CRADLE.
265-C-14 (450-C-2000).
SEE NOTE 9
SECTION M -M
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PRo TED BY THE
`'
PUBLIC INCRICS STANDARDS 19514 OREENBOOK COMMITTEE
REV. 1918
JUNCTION STRUCTURE - PIPE TO PIPE INLET
ID > 600 mm (24") OR ID > 1/2 MAIN UNE ID
STMTA RD PLAN
331 - 2
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTES
I. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER
OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE
MAIN LINE: OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER
THAN 600 mm (241. B SHALL NOT EXCEED .75 D OR 975 mm (39').
2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN.
D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL
SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME
MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A
REINFORCED MONOLITHIC ARCH.
3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE
INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS
SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES
APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH
THE CONNECTOR PIPE CENTER LINE.
4. VALUES FOR A. B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS.
ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER
NOTE 5.
5. 0. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS
IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY.
D. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A
STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION
OF AN INLET PIPE.
c. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET
PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE
SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE
CATCH BASIN OR GRADE BREAK IN LINE.
6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE
INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN
RADIALLY IF ANGLE A IS GREATER THAN 45•. B IS LESS THAN OR EQUAL TO
600 mm (24.) AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN
.5 D: OTHERWISE. STANDARD PLAN 340 SHALL BE USED.
7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE.
8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL
TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE
TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE
CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF
THE SPUR.
9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND
ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A
JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE
CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12') ABOVE THE TOP OF THE
MAIN LINE AND TO THE LIMITS OF THE CRADLE..
IF CONNECTING TO AN EXISTING STORM DRAIN. PORTION OF CRADLE
OPPOSITE INLET MAY BE OMITTED.
10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M. GRADE 300. (ASTM A 615.
GRADE 40). AND BE PLACED 40 mm (I 1/21 CLEAR FROM CONCRETE SURFACES.
UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS
THAN J DISTANCE FROM CENTER LINE WITH J=7D/)2 + 150 mm (6').
II. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF
THE SPUR.
12. 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 BARS 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.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CAUFORNIA CHAPTER
STANDARD PUN
SSHEEE1T20 2
JUNCTION STRUCTURE - PIPE TO PIPE INLETqMIc2
ID z 600 mm (24") OR > 1/2 MAIN LINE ID
NOTES
1. VALUES FOR A. B. C. D. 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 867 mm (2' -IO 1/2') FOR PAVED STREETS OR 1060 mm (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 0( IS 1200 mm (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 1200 mm(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.
5. P SHALL BE 125 mm (5') FOR D2=2400 mm (96') OR LESS AND 200 mm (8')
FOR D2 OVER 2400 mm (96').
6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300(ASTM A 615.
GRADE 40). AND SHALL TERMINATE 40 mm (I 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 THE TABULAR VALUES OF
F SHOWN ON TABLE. SH. 1.
10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE. SHAFT SHALL BE
LOCATED ON SIDE RECEIVING THE SMALLER LATERAL.
II. 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. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 320 IS INADE-
QUATE. MAIN LINE = 900 mm (36') INSIDE DIAMETER OR LARGER.
B. LATERAL = 300 mm (12') TO 3600 rnm (144') INSIDE DIAMETER: HOWEVER.
THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF
THE MAIN LINE.
AMERICAN PUBUC WORKS ASSOCIATION - SOUTHERN CAUFORNIA CHAPTER
STANDARD PUN
METRIC
322 -1
SHEET 3 O 4
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
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 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
METRIC
3,22 -1
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
1.2 m
3 -1511041 J BARS. 4 4ROUND
TO T3 mm t3•) R OPTIONAL
L4 m (4'-8') LONG. OUTSIDE
75 mm (3') OC CONTINUE F 01 F OPTIONAL FILLET EDGEUTOFE
-
ADDITIONAL BARS ��� t CONCRETE
150 err (61 OC TO INSIDE 0a`�
IM.11EDGE Oi MAM(OLEI/ 9C�l
!J C
�'` i125
ATION (..4-_:- SII_ 4:t SPUR
��r
mm 1 SO mm (S'1
2') 1t'
PIPE SEAT
A/j
�l
-15*'4) H
�1F IF�i� ISO nes (6'1 BARS 900 en
�� 13'-07 LONG
3-D BARS.75 mm
(3') OC CONTINUE
-�
-
ii�
ANY STANDARD
j �w�,F �1"" PIPE JOINT TAIL 'Nil
1' ( 7 DE
150 mm (6') OC
ui::_ la (RINGS AND COVER NOT SHOWN)
,vim 4t:
4-2014(+6) E BARS mil
T, O SEE NOTE 2
SEE NOTE 3 LI m: At.1 ', I g. 4'
`'
*011 0 450 mm (•3 -- �, o .F
OR .4 0 18') OC �i
1w.
so=e i h ' ; -.'3 Otl
wwvw y_A t
TIE BARS �
ABB BARS
-....- t r.,0,15-.
� W
��Ii IPai * '�
11
t Ian I l,11
N STREET
STATION PT. tl! 3:•1 M R ' 1 0
• .
195 ret (7 3/4.1
GRADE
= OF SPUR 2
205 mm
'�
WITH A MAX.
215 matt (8
1/2')
MANHOLE
;_ OF 1050 DHCOVER
F
D
mu
F (3'-6'1
k35 mat 19
i PER
1500 wan s60')
MANHOLE
.
W STD. PLAN 630
PLAN SHAFT
STD.
430 mm (17')
aPER
(SHAFT NOT SHOWN) PLAN 324
3;
0 BARS
STEPS
m
n
N
••
4t
-
att
280 ten (11')
W
at
TIE BARS
F BARS
TIE BARS
F BARS
(II 3[4')
2100 wet (0 4't
125 ertl 1 50 ram
1/2')
P- A. H
mm
BARS--7TIE
5•r2')
tPIPE SEAT)11
'
A BARS
125 Inn
are
(15 1/21
2100 matt (108)
kiiiI),
EEL"'R
(S•) aq
420 mea
I.F
ELEV. 3
430 trim
07'
150 mm (126')
730 mm
Or
FarB
BARS`.
445 www
(17
/2'f
34 50 www (138')
445 mow
.. 1-T
3600 writ (1441 _
435 mal
081
T
SECTION G -G 151 o 450 mm (04 O I8')
BOTH WAYS. TO BE USED
OC
15M 0 450 mm (M O 18')
oc BOTH WAYS. TO BE
USED WHEN 8 IS 1500 awn
(60'1 OR MORE
WHEN Dt IS 1500 mrn (601
OR MORE
SECTION N -M -P -O
CONCRETE
OMIT THIS STEP IN STD.
PAYED STREETS
RINGS PER
PLAN 324
125 'n
1 (5') STREET GRADE
'
150 mm (61
i,, 125 mm 1 25 m (5' z 1')
r. - W RING SEAT
m
}-'=17 ' 50 (6')
400 mm (!6.) FOR PAYED
' klitnii'mrIrr.,w'am"`
STREETS. 650 mm (2 -2H
FOR UNPAVED STREETS
I5• Irim •'
Ilitn19/
-I
BAR
VARIABLE
TIE BAR.SE
IEBARBASRSmm T
SECTION
C -C
J BARS
ROUND EDGES TO
75 am n (31 R
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED WY THE
PUBUC WORKS STANDARDS INC.,METRIC
��°1 CO
MANHOLE PIPE TO PIPE
SIDE INLET)
STANDARD PLAN
322 -1
REV. I9e5
-,(LARGE
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHEET 1 OF 4
I+"- t SHAFT
125 'rim 1 50 mm (5' 12'1
PIPE SEAT
D BARS
ROUND EDGES
TO 75 mm (3') R
LONGITUDINAL SECTION
et OR
9'
TAOL.f'bF BARS SIZES
1050 Ry
• 50 nwlt 90 360 ' ere 14 '1123MOTS men
era (42' -2100 nen
A08
0ORF
70 1
ISN O 75 tom (•s 0 3'1 1511 0 150 Rus (•4 O 6•)
OM O T . 0 5' )514 O 150 ma e; O 61
(• • OM 0150 mmT•6 06')
TABLE OF VALUES FOR Il (SEE NOTE 21
B
SECTION
PAvfD
STREET
575 m,w (13')
UNPAVED
TREET
115 mat (4 1/2'1
MAX.
MIM.
`867
600 rim (24')
MAX.
MIN,
N-11--P-(k
750 mw (30.1
moa (2'-10
1/2')
160 mow I/4')
1060 mea (3'-6'1
C -C
292 RIM UM
217 www (8 1/2.•1
1050 mm (42')
410 arm 116
380 wits 05'1
TABLE OF VALJES iOR F
900 wits 934'1
175 matt (391
165 MI (11/2'1
1050 moa (4r)
1123 watt (45.1
7200 we (48')
180 nee 71
190 nor (7 1/29
1275 www 1511
1350 trim (54'1
195 nos (7 3/4')
205 mm 481)
215 wow (8 4/2'1
230 mm (91
1425 mos (57')
1500 ma (60'
1575 awe (63'
235 mal (9 1/4.1
1650 mem (66')
24Q wen (9 1/2')
255 nos (10.1
260 awn 110 1/4.1
1725 mat (69'1
4800 art 1721
*950 non (70.1
275 mom (10 3/4')
280 ay. (111
300 nen (11 3/41
2100 rias (84')
22250400 awn 96-) aww (90'1
2350 mita 11021
2700 won 108')
320 mit 112 4/21
335 men (13 1/4'1
355 moa (14'
395 wow 13 /21
405 mm (16'1
?
850 mat (114')
000 wen 1120.1
3190 mm (126')
420 wow 06 1/21
:13 ams (17'
4 1 awtt (Ir
1390 mitt 113r)
34 50 art (1381
3600 reit (1441
443 mat (17 1/2
445 a 1117 I/2-1
ma455 awn 18')
TABLE OF VALUES FQR T
B
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
300 mm (12.1
100 mai 14')
575 m,w (13')
110 wow (4 1/4')
450 men (18'1
115 mat (4 1/2'1
525 mat (21')
125 mat (5•)
600 rim (24')
135 Ins (5 1/4')
675 mm (27')
140 ars (5 1/2')
750 mw (30.1
150 moa •1
825 RVs (33')
160 mow I/4')
900 ars (36.1
165 mm 1/2.)
975 wen (39')
180 war (7')
1050 mm (42')
190 awe (7 1/2')
1125 me (451
195 ret (7 3/4.1
, 1200 awn 1481
205 mm
(81
1275 mm (51'L
215 matt (8
1/2')
1350 mm (54'1
30 nem
(9')
1425 watt (T7')
k35 mat 19
1/4'1
1500 wan s60')
240 ars
(9 1/2)
1575 woe (63')
255 awn (10.1
430 mm (17')
1650 www (66.1
awe (10
1/4') '
1725 mat (69')
,260
775 wow 110
3/41
1800 arm (72')
280 ten (11')
1950 matt (78')
300 www
(II 3[4')
2100 wet (0 4't
320 awe (12
1/2')
2250 mat 190')535
-
mm
(13 (/4')
2400 cowl (96')
355 mm (14')
2530 mea (102•95
are
(15 1/21
2100 matt (108)
405 www
(16')
2860 wow (114•)
420 mea
tib I/2')
3000 awe (12(.)
430 trim
07'
150 mm (126')
730 mm
Or
3300 oma (137')
445 www
(17
/2'f
34 50 www (138')
445 mow
(17 1/21
3600 writ (1441 _
435 mal
081
AMERICAN PUBUC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PUN
MET
322- 1
SHEET 2 OF 4
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
NOTES
I. WHEN DEPTH 11 FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 867 mm (2' -IO 1/2') FOR PAVED STREETS OR 1060 mm (3'-61 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 (48') 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 01 IS 1200 mm (48') OR LESS. IN WHICH CASE
PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45• 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 (5'1
8. D2 OVER 2400 mm (96'), L=1.8 m (6'-O'). P=210 mm (8')
L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE
ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, 0 BARS
SHALL BE CONTINUED 150 mm (6') 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 6151A. GRADE 300 (ASTM A 615.
GRADE 40). AND SHALL TERMINATE 40 mm (I I/21 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 ISM(•4) FOR D2:975 mm(39') OR LESS. I5M(05) FOR
D2 =1050 mm (42') TO 2100 mm (84') INCLUSIVE AND 20M(.6) FOR
D2=2250 mm (90') OR OVER.
10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT
SPRING LINE UNLESS OTHERWISE SHOWN.
II. 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 825 mm (33') OR
LESS STANDARD PLAN 321 SHALL BE USED.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
320 -1
SHEET 3 OF 4
MANHOLE PIPE TO PIPE MAIN LINEMETRIC
ID=900 mm (36")OR LARGER
8. 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 IKTRIC 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 m (36') MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
MANHOLE PIPE TO PIPE MAIN LINE
ID=900 mm (36") OR LARGER
STANDARDPLAN
320 - 1
SHEET 4 OF 4
D BARS
75 mm (3') OC
I0M(03) TIE BAR
4-2011('G). E BARS
975 mm (3'-3') LONG.
SEE NOTE 2
D BARS
75 mm (31 OC.
SEE NOTE 9
DI
EDGES TO BE
ROUNDED TO
75 ern (3') R
STREET
GRADE
MANHOLE SHAFT
PER STD.
PLAN 324
900 mm (3'-0')
STEPS
TIE BAR ---�
125 mm 15')
ROUND EDGES
TO T5 mm (3') R
LF3-1514(•4) J BARS 1.4 m (4'-01
(4'-8') LONG 75 mw(31 OC
CON'T.AD0L. BARS 150 mrn DETAIL `N'
(6OC TO OLE. SEE NOTE 2 INSIDE EDGE
OF MANHOLE. (RINGS AND COVER NOT SHOWN)
OF
(SEE NOTE 1)
�-' Rs ID OF SPUR
-10M(03) TIE BAR
OPTIONAL. OUTSIDE
EDGE OF CONCRETE
4-15141.41 11
BARS 900 mm
(3'-O') LONG
PLAN
(SHAFT NOT SHOWN)
MANHOLE FRAME
AND COVER PER
STD. PLAN 630
610 mm (24')
(25awn 150men
(S':2')
PIPE SEAT 2
E BARS
TIE BARS
F
5.
J BARS
"- SPRING LINE
15104) 0 450 mm
(18') OC BOTH
WAYS TO BE USED
WHEN D= IS 1500 mm
(60') OR OVE
SECTION A -A
CONCRETE RINGS
PER STD.
PLAN 324
OMIT THIS
STEP IN
PAYED
STREETS
H BARS
150 mm (6
400 mm (16') FOR
PAVED STREETS.
650 mm (2'-2') FOR
UNPAVED STREETS
INLET
ELEVATION
APPLIES AT
THIS POINT
SEE TABLE
PIPE SEAT LEVEL.
SEE NOTE 8
E BARS1
GRADE POINTS.
SEE NOTE 4
SECTION B -B
STREET GRADE
125 mrn 1 25 mm (5.111
RING SEAT
H BARS
-
N_'o ..R�VARIABLE
a�•i 4 � ! L► s-1
30
SEE TABLE
E BARS
101K.3 OR 04)
TIE BARS
SECTION C -C
J BARS
ROUND
EDGES
TO 75 mm
(3•)R
AMERICAN PUBUC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
P`°"=4:TE a
PI'auc YYORKS STANDARD6 swc
�`�' `°'
REV 7900
MANHOLE PIPE TO PIPE MAIN LINE
ID=900 mm (36") OR LARGER
STANDARD
320 -1
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
TABLE OF VALUES FOR F
D2
F
900 mm (36')
165 mm (6 (/21
975 mm (39')
180 mm CM
1050 mm (42')
190 mm (7 I/2')
1125 mm (45')
195 mrn (7 3/4')
1200 mm (48') r
205 mm (8'1
1275 mm (51')
215 Inn, (8 1/2')
1350 mm (54')
230 mm (9.1
1425 mm 57.1
235 mm (9 1/4')
1500 mm (60')
240 mm (9 (/2')
1575 mm (63')
255 mm (101
1650 mm (66')
260 mm (10 1/4')
1725 mm (69')
275 mm (10 3/41
1800 mm (721
280 mm (11')
1950 mm (78')
300 min (11 3/4')
2100 mm (84.1
320 mm (12 (/2'1
2250 mm (90.1
335 mm U3 1/4')
2400 mm (96')
355 mm (14')
2550 mm (102')
395 mm (I5 1/2')
2700 mm 11Q8.1
405 mm (16')
2850 ern (114')
420 mm (16 1/2')
3000 Iron (120')
430 mm (17')
3150 mm (126')
430 awn (171
3300 mm (132'1
445 mm (17 1/2')
3450 mm (138')
445 mm (17 I/2')
3600 mm (144.1
455 mm (18')
TABLE OF VALUES FOR M (SEE NOTE 1)
SECTION
PAVED STREET
UNPAVED STREET
MAX.
MIN.
MAX.
MIN.
A -A
867 mm (2'-10 1/2_•j_,
mm 13'-6.1,
C -C
282 mm (11')
217 MR la I/2')
410 mm (16')
_1060
380 mm ((5')
4/L+4p7
RECORD L,-4
NG i
THESE RECORD DRAWINGS HAVE BEEN PREPARED, !,'a.
PART. ON THE BASIS OF INFORUAT!ON COr1PILF() AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
I'VE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
sTANDARD PUN
320 -1
SPIFFY 2 OF 4
MANHOLE PIPE TO PIPE MAIN LINESIC
ID=900 mm (36")OR LARGER
BENCH MARK: # 8-17
CAL TRANS BENCHMARK 0-17. A
BRASS CAP IN THE CONCRETE BASE OF
THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND, a2 MI WEST
OF SAN SEVAINE RD., 2.65 MI WEST
OF SIERRA AVE
ELEVA 7ION: 1 1428.609
BASIS OF BEARINGS:
THE BRG N08959'31 `E
ALONG THE CL SUMMIT AW
AS SHOWN ON TR. NO.
16427-1, M.B. 296/7-11.
DIAL
BEFORE
YOU DIG
TOLL FREE
'TWO WORKING
DAYS BEFORE
YOU DIG
1-800-227-2600
A PUBUC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIP 170N
DATE
ENGR.
CITY
DATE
4/047
SHOULD CONS TRUC TION - OF . THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED -FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS,* EFFECT.
4 -
Prepared Under The Supervision Of :
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
760-A SOUTH ROCHESTER AVENUE
ONTARIO, CA 91761
PHONE (909) 937-9151
I()
' _ •i' -
� ate
RCE 36637 EXP. 6- ' 0- ' 6
WENDELL L. I WA TSURU
CITY OF FONTANA, CALIFORNIA
DETAILS
DRAWN BY:
PM / M
DESIGNED BY:
if
KNOX AVENUE
LINES & K
SCALE:
AS SHOWN
DATE:
MARCH 2005
CHECKED BY
APPRO BY:
_�/
C/
ENG/NEER
DRAWING NO.
3706
R.C.E. 511 2 DATE
7
Q
gc
z
O
N
(0
J:\126-2012\storm\sd07.dwa. 3/22/2005 11:51:34 AM. Dawn. Dawn