HomeMy WebLinkAbout3614-8D BARS
75 mm (31 OC------,
IOM(@3) TIE BARy
4-20M(96). E BARS At'
975 mm (3'-3') LONG,
SEE NOTE 2
D BARS
75 mm (30) OC,
SEE NOTE 9
D1 F
EDGES TO BE
ROUNDED TO
FF BI I 75 mm (3') R
R=ID OF SPUR C't
J
OPTIONAL OUTSIDE
EDGE OF CONCRETE
tC
�-IIA � 4-15M(+4) H
-IOM(o3) TIE BAR BARS 900 mm
1.2 m (3'-O') LONG
3-15M(•4) J BARS 1.4 In (4'-0')
(4'-81 LONG 75 mm(3') OC
CON' T.ADD' L. BARS 150 mm DETAIL "N"
F D2 F (61 OC TO INSIDE EDGE
OF MANHOLE. SEE NOTE 2 (RINGS AND COVER NOT SHOWN)
PLAN (SEE NOTE I)
(SHAFT NOT SHOWN)
w ov
MANHOLE FRAME
STREET
AND COVER PER
GRADE
STD. PLAN 630
TIE BAR4-
RING SEAT
125 mm (51 F F
610 mm (241
MANHOLE SHAFT
125 mm x 50 mm
PER STD.
(5'x2') m
PLAN 324
PIPE SEAT 21-
900 mm (3'-0')
E BARS w
w
WAYS TO BE USED
APPLIES AT
WHEN D2 IS 1500 mm
TIE BARS
w ov
PROMULGATED TA BY THEDARDS
STEPS
PER STD.
PLAN 324
125 mm x 25 mm (5'x7')
75 mm
TIE BAR4-
RING SEAT
125 mm (51 F F
J BARS
ROUND EDGES
STEP IN
TO 75 mm (3') R
SPRING LINE
15M(94) O 450 mm
INLET
(188) OC BOTH
ELEVATION
WAYS TO BE USED
APPLIES AT
WHEN D2 IS 1500 mm
THIS POINT
(60') OR OVER- -
H BARS
SECTION
A -A
0I PIPE SEAT LEVEL,
E Q' SEE NOTE 8
>-
0 0
'I E BARS -i in ! w
F.
-T
4 GRADE POINTS, wT
SEE NOTE 4
SECTION B -B
CONCRETE RINGS
PROMULGATED TA BY THEDARDS
STREET GRADE
PER STD.
PLAN 324
125 mm x 25 mm (5'x7')
75 mm
320-1
RING SEAT
OMIT THIS
(3') R
I
STEP IN
I
I D BARS
PAVED
p
P 1700
mm 700 rrn(
P
961--
VARIABLE
(3'-68)MANHOLE
-T
4 GRADE POINTS, wT
SEE NOTE 4
SECTION B -B
CONCRETE RINGS
PROMULGATED TA BY THEDARDS
STREET GRADE
PER STD.
PLAN 324
125 mm x 25 mm (5'x7')
ID=900 OR LARGER
320-1
RING SEAT
OMIT THIS
wm
E H BARS
STEP IN
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
E
PAVED
MANHOLE FRAME
_ 0 SEE TABLE
STREETS
D
961--
VARIABLE
(3'-68)MANHOLE
2S
ISO mm
H BARS
260 mm (10 1/41
(61
150 mm (6
24
BARS
400 mm (161 FOR
wE
50
IOWP5 OR •4)
PAVED STREETS.
F (6 •)
F TIE BARS
650 mm (2'-2') FOR
PLAN 324
w
UNPAVED STREETS
STEPS
J BARS
W
/� F BARS
/ \TIE BAR
ROUND
430 mm 071
3300 mm 0321
EDGES
3450 mm (1380)
445 mm (17 1/2')
TO 75 mm
3450 mm (1380)
445 mm (17 1/20)
(3')R
455 mm (18'
SECTION
C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED TA BY THEDARDS
MANHOLE PIPE TO PIPE MAIN LINE
STANDARD PLAN
METRIC
PUBLIC WORKS STANDARDS INC.,
GREENBO192 COMMITTEE
ID=900 OR LARGER
320-1
GR ADE
mm 36"
wm
REV. 19M
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
3 -151X@4) J BARS.
1.4 m (4'-8') LONG,
75 mm (31) OC CONTINUE F
ADDITIONAL BARS
150 mm (60) OC TO INSIDE
EDGE OF MANHOLE
125 mm x 50 mm 15'x
21 PIPE SEAT
3-D BARS. 75 mm
(34 OC CONTINUE�
150 mm (61 OC -
4-20M(96) E BARS P
SEE NOTE 3
IOM a 450 mm (•3
OR 04 O 18') OC
TIE BARS
A 5 B BARS
c••rwT.n�i nor Nt
A
DI . F
I ! 1
D I�F
P._
(SHAFT NOT SHOWN)
F BARS
TIE T
BARS
Loqr
H
SECTION G -G
ROUND TO TS mm (3') R 1.2 m OPTIONAL
(4'-0') OUTSIDE
OPTIONAL FILLET EDGE OF
CONCRETE
r eCt r �C
Q.
C SPUR
150 mm (60) („_ BARS 900 H
BA0 mm
ANY STANDARD (3'-06) LONG
PIPE JOINT DETAIL ONO
(RINGS AND COVER SEE NOTE 02 SHOWN)
__�f
M
STD. PLAN 324
MANHOLE PIPE TO PIPE
STREET
R = I D
(5`+ •j STREET GRADE
�� - 1
322-1
GR ADE
OF SPUR t
wm
RING SEAT
t►M
WITH A MAX.
1275 mm (511
215 mm (8 1/21
MANHOLE FRAME
OF 1050 mm
H BAR
D
AND COVER PER
(3'-68)MANHOLE
24.)
255 mm (10')
STD. PLAN 630
260 mm (10 1/41
E BARS
275 mm (10 3/4')
TIE BARS
SHAFT
J BARS
m
ROUND EDGES TO
PER STD.
75 mm (3') R
2
D BARS
PLAN 324
w
TIE BARS
STEPS
la wl I
W
/� F BARS
/ \TIE BAR
OMIT THIS STEP IN
PAVED STREETS
H BAR
150 mm (6')�
400 mm (160) FOR PAVED
STREETS, 650 mm (2'-2-
FOR
2'-2'FOR UNPAVED STREETS`
150 mm (6'
TIE BARS----'
125mmx50mmjF1
(5'x2.1I
PIPE SEAT A BARS I 125 nm
m (5' ELEV. R'-) (50)
ELEV. S B BARS
r�T T
15M O 450 mm (04 O 181
IL OC BOTH WAYS. TO BE
15M O 450 mm (04 O 181 OC USED WHEN B IS 1500 mm
BOTH WAYS. TO BE USED (60•) OR MORE
WHEN D2 IS 1500 mm (60')
OR MORE
SECTION N -M -P -O
CONCRETE RINGS PER
STD. PLAN 324
MANHOLE PIPE TO PIPE
125 mm
PUBLIC WORKS STANDARDS INC.,
GREENBo COMMITTEE
(5`+ •j STREET GRADE
�� - 1
322-1
125 mm x 25 mm (5' x I-)
190 mm (7 1/20)
wm
RING SEAT
t►M
N�
1275 mm (511
215 mm (8 1/21
150 mm (69
230 mm (91
H BAR
D
1500 mm (60')
240 mm (9 1/2')
24.)
255 mm (10')
VARIABLE
260 mm (10 1/41
E BARS
275 mm (10 3/4')
TIE BARS
F F
J BARS
300 mm (II 3/41
ROUND EDGES TO
Ul
75 mm (3') R
T •fir
SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
MANHOLE PIPE TO PIPE
STANDARD � `A"
PUBLIC WORKS STANDARDS INC.,
GREENBo COMMITTEE
LARGE SIDE I N LET
�� - 1
322-1
1992
19
REV. 1996
190 mm (7 1/20)
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
U
C- Q
0
N�D
CU0
E
0 DIAL
TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
0
TOLL FREE 1-800-227-2600
o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
TABLE OF VALUES FOR F
D2
F
900 mm (361
165 mm (6 1/21
975 mm (39')
180 mm 71
1050 mm (420)
190 mm (7 1/20)
1125 mm (451
195 mm (7 3/41
1200 mm (48')
205 mm (8')
1275 mm (511
215 mm (8 1/21
1350 mm (541
230 mm (91
1425 mm (57')
235 mm (9 1/40)
1500 mm (60')
240 mm (9 1/2')
1575 mm (631
255 mm (10')
1650 mm (66')
260 mm (10 1/41
1725 mm (691
275 mm (10 3/4')
1800 mm (72')
280 mm (11')
1950 mm (780)
300 mm (II 3/41
2100 mm (840)
320 mm (12 1/21
2250 mm (90')
335 mm (13 1/4•)
2400 mm (96')
355 mm (14•)
2550 mm (102')
395 mm (15 1/21
2700 mm (108')
405 mm (16')
2850 mm (114')
3000 mm (120')
420 mm (16 1/2')
430 mm (171
3150 mm (126')
430 mm 071
3300 mm 0321
445 mm (17 1/2')
3450 mm (1380)
445 mm (17 1/2')
3600 mm 144') 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') 1060 mm (3'-60)
C -C 282 mm (II') 217 mm (8 1/21 410 mm (16') 380 mm (150)
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
320 - 1
MANHOLE PIPE TO PIPE MAIN LINE320-1
D=900 mm 36" OR LARGER
SHEET 2 OF 4
�-- C SHAFT
E I 125 mm x 50 mm (5' x2')
E PIPE SEAT
0 �, I w D BARS
D BARS
ROUND EDGES ( IIP
TO 75 mm (3') R P 700 mm T
-� _4) ELEVATION I I
STATION
ELEVATION
LONGITUDINAL SECTION
TABLE OF VALUES FORM (SEE NOTE 2)
SECTION PAVED STREET UNPAVED STREET
MAX. MIN. MAX. MIN.
N -M -P -O 867 mm (2'-10 1/21) 11060 mm 3'-6'
C -C 282 mm (Il') 1 217 mm (8 1/29 410 mm (16') 1380 mm (159)
TABLEOF
TABLE OF BARS SIZES
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
Dz OR B
A 8 8
DOR F
300 mm 12•)-975 mm 39')
15M O 75 mm •5 O 43915M
5M O 150 mm (•4 O 6•)
1050 mm (421-2100 mm (84')
20M O 75 mm (96 O
O 150 mm (•5 O 68)
-2250 mm(90')-3600mm 1441
•
150 mm
TABLE OF VALUES FORM (SEE NOTE 2)
SECTION PAVED STREET UNPAVED STREET
MAX. MIN. MAX. MIN.
N -M -P -O 867 mm (2'-10 1/21) 11060 mm 3'-6'
C -C 282 mm (Il') 1 217 mm (8 1/29 410 mm (16') 1380 mm (159)
TABLEOF
VALUESFOR
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
IF
900 mm 36'
165 mm (6 1/2')
975 MM
-18 0 mm (7')
1050 mm (421
190 mm (7 1/2.)
1125 mm (451)
195 mm (7 3/41)
1200 mm (48')
205 mm 81
1275 mm (511)
215 mm (8 1/20)
1350 mm
230 mm (90)
1425 mm
235 mm 9 1/4•
1500 mm 7609
240 mm 9 1/29
1575 mm (63')
255 mm (10')
1650 mm (661
260 mm (10 1/4')
12 mm 696)
275 mm 10 3/41
1800 mm (721)
280 mm (IV)
1950 mm (781
300 mm (11 3/41
2100 mm (84')
320 mm (12 1/2')
2250 mm (90')
335 mm (13 1/41)
2400 mm (961)
355 mm (140)
2550 mm (102')
395 mm (15 1/21
2700 mm (1081)
405 mm 161
2850 mm (114•)
420 mm (16 1/2'
3000 mm (120')
430 mm (170)
3150 mm (1260)
430 mm (170)
3300 mm 0321
445 mm (17 1/21
3450 mm (1380)
445 mm (17 1/20)
600 mm 1441
455 mm (18'
TABLE OF VALUES FOR T
STANDARD PLAN
METRIC
322-1
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
300 mm (12')
100 mm (41)
375 mm (15')
110 mm (4 1/41)
450 mm (184)
115 mm (4 1/2.)
525 mm (21.)
125 mm (5')
600 mm (241)
135 mm (5 1/4')
675 mm (278)
140 mm 1/20)
750 mm (30')
150 mm (61)
825 mm (33.)
160 mm (6 1/41)
900 mm (36')
165 mm (6 1/2')
975 mm (391)
180 mm (7'
1050 mm (421)
190 mm (7 1/29)
1125 mm (450)
195 mm (7 3/4')
1200 mm (480)
205 mm (81)
1275 mm (51')
215 mm (8 1/21)
1350 mm (54.)
230 mm (9•)
1425 mm (57•)
235 mm (9 1/4')
1500 mm (600)
240 mm 19 1/21)
1575 mm (63')
255 mm (101)
1650 mm 66.)
260 mm (10 1/41)
1725 mm (69.)
275 mm (10 3/4'
1800 mm (72')
280 mm (110)
1950 mm 81
300 mm (11 3/4•)
2100 mm (84')
320 mm (12 1/20)
2250 mm 90'
335 mm (13 1/4')
2400 mm (961)
355 mm (146)
2550 mm (1021)
395 mm (15 1/2')
2700 mm (1080)
405 mm (161)
2850 mm (1141)
420 mm 16 1/20I
3000 mm (1201)
430 mm (17.)
3150 mm (126')
430 mm (17'
3300 mm 1321
445 mm (17 1/2')
3450 mm (138•)
1445 mm (171/21
3600 mm (144.)
1455 mm (180)
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
322-1
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
I D=900 m m 36" O R LARGER
SHEET 2 OF 4
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
o6 3.1� o SHOULD CONSTRUCTION OF 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 IN EFFECT
PREPARED FOR:
CITY OF FONTANA
8353 SIERRA AVENUE
FONTANA, CA
92335
(909) 350-7644
NOTES
I. 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'-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 (480) 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'-00), P=210 mm (80)
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 (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 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 D2=975 mm(39') OR LESS, 15M(#5) FOR
D2 =1050 mm (42') TO 2100 mm (841 INCLUSIVE AND 20M(e6) FOR
D2=2250 mm (901 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 (360) 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
METRIC 1
3203
MANHOLE PIPE TO PIPE MAIN LINE
I D=900 m m 36" O R LARGER
OF 4
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 867 mm (2'-10 1/21 FOR PAVED STREETS OR 1060 mm (3'-60) 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 1200 mm (480) 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(480) 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 (80)
FOR D2 OVER 2400 mm (960).
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 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 350 mm (140) TO 375 mm (150) 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 mm (1440) INSIDE DIAMETER: HOWEVER,
THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF
THE MAIN LINE.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
322-1
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
ID 900 mm 36 OR LARGER
SHEET 3 OF 4
BENCHMARK
CITY OF FONTANA BENCHMARK NO. 615
SPIKE IN POWER POLE AT THE
CORNER OF CITRUS AVENUE AND
LOS CEDROS AVENUE
ELEVATI01- 1467.59
Prepared By:
ALLARD ENGINEERING
Civil Engineering .- Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
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 (360) 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
320-1
MANHOLE PIPE TO PIPE MAIN LINEMETRIC
ID 900 mm 36 OR LARGER
SHEET 4OF4
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 (361 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 (369 WITHOUT
REDUCER
630 610 mm (240) MANHOLE FRAME AND COVER
633 914 mm (360) MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
RECORD nnd'l
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AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
322-1
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
SHEET 4 OF 4
Q�pfESS/04
DRAWN BY.
No. 43976 1711 AE
Exp. 6/30/05 DESIGNED BY:
* * AE
�9T C / V l 1- ��\P CHECKED BY:
SOF CAL\ FO ml
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLAN
JUNIPER AVENUE FROM scams:
AS NOTED
BASELINE AVENUE TO DATE:
SOUTH/IGHLAND AVENUE DECEMBER, 2004
APP VED DtV RAWING NO.: $
DAT � dD
CITY ENGINEER R.C.E. 51152 3614 11
Flename: M:\dwg\14907\fina1 design\sd\JUNIPER SD 08.DWG