HomeMy WebLinkAbout3017-9EDGES TO BE ROUNDED
TO 75 mm (31) R
�
.A
-R= ID
OF SPUR i
x-150 mm (61
MIN.
tC
I -f-4___4 x \ I-1 ALL STEEL REINF. I5M
0 100 mm 04 0 40) OC I
B DETAIL "N" PLAN
ov
(RINGS AND COVER NOT SHOWN)
PLAN SEE NOTE I
(SHAFT NOT SHOWN)
STREET GRADE
MANHOLE FRAME -'CONCRETE RINGS
MANHOLE PIPE TO PIPE (ONE OR BOTH
25 mm x 25 mm
AND COVER PER PER STD. PLAN 324 =
! 1!
IN LINE IDS 825mm(33 OR SMALLER
321 - 1
STD. PLAN 630
150 mm (60) OC TO INSIDE
610 mm
OMIT THIS STEP
W
J
(24•)
IN PAVED STREETS �
MANHOLE
Q
"
SHAFT 223 mm (9
►--
01 175 mfn (71
PER STD. 400 mm 069 FOR
W
"
PLAN 324 PAVED STREETS,
N E,.
4-20M(06) E BARSPL
900 mm (3'-0-) 650 mm (2'-2m)
SEE NOTE 3
150 mm (61
STREETS FOR UN-
N M
OR •4 0 18') OC
,F,
'`
PAVED STREETSE:Fc
TIE BARS
2 i (5��
A 5 B BARS
E BARS
'=k
125 mm x 50 mm (5'x2') PIPE SEAT
2550 mm (1021
F F J BARS
T
o
1950 mm (3' -6'
ROUND EDGES
3000 mm (12041
SECTION C -C
OF INLETS
430 mm (17')
•__
25 mm (5')
ROUND EDGES
x
445 mm (17 1/21
�
455 mm (18'
45 mm
2700 mm (108')
405 mm (16.1
(1/21
INLET ELEVATION
3000 mm (1201
430 mm (17')
APPLIES AT THIS
430 mm (171
3300 mm 0321
POINT
3450 mm (1381
SECTION
A -A
STATION
LINE
900 mm (3'-0')
200 mm (8')
'
..-.-.-. ,
STEPS
T -
450 mm 08')
75 mm (3') I
I)
100 mm (49L+2T-200 mm (8'} 100 mm (4')
200 mm (8')
200 mm (80 '
N
OPTIONAL BOTTOM GRADE POINTS,
SEE NOTE 5
SECTION B -B 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 (110) 1217 mm (8 1/21) 410 mm (I6') 380 mm 1151
SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STREET GRADE
MANHOLE PIPE TO PIPE (ONE OR BOTH
25 mm x 25 mm
GREENBOOK COMMITTEE
1992
! 1!
IN LINE IDS 825mm(33 OR SMALLER
321 - 1
RING SEAT
150 mm (60) OC TO INSIDE
SHEET 1 OF 3
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
2 wm
V)W
610
flim
- (�2��4 • )
<
I�--
j mm (51
N
1050 mm (3'-61
T J W
01 175 mfn (71
a z
m
ftlj5� m_y
aW
N > U)
SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
PUBLIC WORKS STANDARDS INC.,
MANHOLE PIPE TO PIPE (ONE OR BOTH
STANDARD PLAN
METRIC
GREENBOOK COMMITTEE
1992
! 1!
IN LINE IDS 825mm(33 OR SMALLER
321 - 1
REV. 1996
150 mm (60) OC TO INSIDE
SHEET 1 OF 3
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
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
UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C -C AND DETAIL "N".
DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 154 mm (6') WHEN
LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mm (3'-60)
OR LESS.
2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 1.2 m (41-0m),
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 (81 FOR VALUES OF H UP TO AND INCLUDING 2.4 m
(8'-0") AND 250 mm (10") FOR VALUES OF H OVER 2.4 m (8'-00).
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 (81).
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
1
SHEET 2OF3
MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE321RIC
IDS 825mm 33 OR SMALLER)
OWNER /DEVELOPER:
NEW WEST
PROPERTIES
369 SAN MIGUEL DRIVE SUITE 375-A
NEWPORT (9 9) 640-6420 CA 92660
(949) 640-6484
BENCHMARK:
CRY B.M. No. 361 ELFitV = 1365.00
NAIL IN POLE #1536697E
S.W. CORNER SULTANA & BASELINE
MARK I BY I DATE
ENGINEER
11. 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 (61.
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 (361 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
I
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
1
SHEET 3OF3
MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE321RIC
ID'S 825mm(33")OR SMALLER)
1. -15M(o4) J BARS,
OPTIONAL
1.4 m (4' -8•) LONG.
m (4'
OUTSIDE
75 mm (3.1 OC CONTINUE
F DI F
ADDITIONAL BARS
CONCRETE
150 mm (60) OC TO INSIDE
WHEN D2 IS 1500 mm (601
EDGE OF MANHOLE
11 11
N
STATION
-
125 mm x 50 mm (5'x
BARS 900 mm
20) PIPE SEAT
I
3-D BARS. 75 mm
��125 mm
(39 OC CONTINUE
SEE N4 TE 2
150 mm (60) OC ¢
-I RING SEAT
'n K, wen
4-20M(06) E BARSPL
260 mm (10 1/40)
SEE NOTE 3
150 mm (61
IOM 0 450 mm (-3
H BAR
OR •4 0 18') OC
'
TIE BARS
pw- VARIABLE
A 5 B BARS
E BARS
150 mm (61)
TIE BARS
ROUND TO 75 mm (31 R
OPTIONAL FILLET
B
SPUR
150 mm (60)
ANY STANDARD
PIPE JOINT
"•''R=ID
I E OF SPUR t
WITH A MAX.
'D OF 1050 mm
F D2 F. (3'-66) MANHOLE
PLAN SHAFT
PER STD.
(SHAFT NOT SHOWN) PLAN 324
TEPSISTEPS-
MS
RS 125 mm x 50 IT
T.. (5'x2')
g PIPE SEAT -
ELEV. S
1.2 m
OPTIONAL
MANHOLE PIPE TO PIPE
OUTSIDE
SECTION G - G
EDGE OF
322-1
CONCRETE
15M 0 150 mm 04 0 6')
WHEN D2 IS 1500 mm (601
Ct
tc
L
4-15M(#4) H
20M 0 150 mm 06 0 6'
BARS 900 mm
OMIT THIS STEP IN
(3'-0*) LONG
DETAIL "N"
��125 mm
(RINGS AND COVER NOT SHOWN)
SEE N4 TE 2
150 mm (60)
- STREET
GRADE
MANHOLE FRAME
ANIS COVER PER
w STD. PLAN 630
J
to
F4- [) BARS
W TIE BARS
(n / F BARS
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
IL -15M 0 450 mm (04 0 18')
MANHOLE PIPE TO PIPE
'''- OC BOTH WAYS, TO BE
SECTION G - G
15M 0 450 mm (+4 0 18-) OC USED WHEN B IS 1500 mm
322-1
BOTH WAYS, TO BE USED (602) OR MORE
15M 0 150 mm 04 0 6')
WHEN D2 IS 1500 mm (601
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
OR MORE
2&50 mm 90" -360Q mm 144'1
SECTION N -M -P -O
20M 0 150 mm 06 0 6'
CONCRETE RINGS PER
OMIT THIS STEP IN
STD. PLAN 324
PAVED STREETS
��125 mm
H BAR
(5') STREET GRADE
' w 125 mm x 25 mm (5' x 1")
150 mm (60)
-I RING SEAT
'n K, wen
1650 mm (66.1
260 mm (10 1/40)
400 mm (161 FOR PAVED
150 mm (61
STREETS, 650 mm (2'-2'
H BAR
FOR UNPAVED STREETS
60
410
150 mm (61
pw- VARIABLE
TIE BARS
E BARS
150 mm (61)
TIE BARS
2550 mm (1021
F F J BARS
2700 mm (1080)
ROUND EDGES TO
2850 mm (1141
75 mm (30) R
3000 mm (12041
SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
MANHOLE PIPE TO PIPE
STANDARD PLAN
METRIC
PUBLIC WORKS STANDARDS INC.,
GREENBOOK COMMITTEE
1992
LARGE SIDE INLET
322-1
REV. 1996
15M 0 150 mm 04 0 6')
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
�+- q. SHAFT
I 125 mm x 50 mm (5' x2')
E
E PIPE SEAT
o iv D BARS
D BARS
ROUND EDGES ' I,p
TO 75 mm (3') R� P 700 mm STATIO I
-� _4•) ELEVATION I
STATION I I
ELEVATION
LONGITUDINAL SECTION
TABLE OF VALUES FORM SEE NOTE 2)
SECTION PAVED STREET UNPAVED STREET
MAX. I MIN. MAX. MIN.
N -M -P -O 1867 mm (2'-10 1/2") 11060 mm (3'-6')
C -C 282 mm (11") 1 217 mm (8 1/24) 410 mm (161) 1380 mm (154)
TABLE OF
TABLE OF BARS SIZES
PA
Qz OR B
A a 8
0 O F
300 mm (121-975 mm (39'
15M 0 75 mm 05 0 31
15M 0 150 mm 04 0 6')
1050 mm (42')-2100 mm (84.) 120M
0 75 mm 06 0 3')
15M 0 150 mm 05 0 61
2&50 mm 90" -360Q mm 144'1
205 mm 80)
20M 0 150 mm 06 0 6'
TABLE OF VALUES FORM SEE NOTE 2)
SECTION PAVED STREET UNPAVED STREET
MAX. I MIN. MAX. MIN.
N -M -P -O 1867 mm (2'-10 1/2") 11060 mm (3'-6')
C -C 282 mm (11") 1 217 mm (8 1/24) 410 mm (161) 1380 mm (154)
TABLE OF
VALUES OR
PA
300 mm (12')
900 mm 36"
165 mm (6 1/2')
975 mm
180 mm (71
1050 mm (421
190 mm (7 1/21
1125 mm (451
195 mm (7 3/4'11
1200 mm 481
205 mm 80)
1275 mm (511
215 mm (8 1/29
1350 mm
230 mm (91
1425 mm 5
235 mm 9 1/41
1500 mm (601
240 mm 9 1/2'
1575 mm (63')
255 mm (104)
1650 mm (66.1
260 mm (10 1/40)
1725 mm 69')
275 mm 10 3/41
1800 mm (721
280 mm (II')
1950 mm (781
300 mm (11 3/4')
2100 mm (841
320 mm (12 1/2')
2250 mm (901
335 mm (13 1/4')
2400 mm (96'1
355 mm (14.1
2550 mm (1021
395 mm (15 1/21)
2700 mm (1080)
405 mm (16'
2850 mm (1141
420 mm (16 1/2'
3000 mm (12041
430 mm (17')
3150 mm (126')
430 mm (17')
3300 mm (1321
445 mm (17 1/21
3450 mm (1384 1
445 mm (17 1/21
600 mm 14 411
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 (151
110 mm (4 1/41
450 mm (18')
115 mm (4 1/21
525 mm (21")
125 mm (5.)
600 mm (24')
135 mm (5 1/41
675 mm (271
140 mm 5 1/2'
750 mm (301
150 mm (61
825 mm (331
160 mm (6 1/41
900 mm (36")
165 mm (6 1/21
975 mm (39')
180 mm (71
1050 mm (429
190 mm (7 1/2.1
1125 mm (451
195 mm (7 3/41
1200 mm (481
205 mm IS')
1275 mm (511
215 mm (8 1/2')
1350 mm (540)
230 mm (91
1425 mm (57')
235 mm (9 1/4'}
1500 mm (60')
240 mm (9 1/21
1575 mm (63')
255 mm (101
1650 mm (66')
260 mm (10 1/4.1
1725 mm (691
275 mm (10 3/4'
1800 mm (721
280 mm (11")
1950 mm (781
300 mm (11 3/4;-)-
mm (841)
320 mm (12 1/21
.2100
2250 mm (90'
335 mm (13 1/4')
2400 mm (961
355 mm (14")
2550 mm 0021
395 mm (15 1/2')
2700 mm (108')
405 mm (16.1
'2850 mm (114')
420 mm 16 1/29
3000 mm (1201
430 mm (17')
3150 mm (1261
430 mm (171
3300 mm 0321
445 mm (17 1/2')
3450 mm (1381
445 mm (17 1/2')
3600 mm (144')
455
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
322-1
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
SHEET 2 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'-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 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 (89
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 (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. 1.
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 041 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 mm (144") 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)
SHEET 3 OF 4
SEAL -ENGINEER
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS QgoFESs�oN
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF �a �o A • scq�
APPROVAL SHOWN HEREON AND CARRIED FORTH INA
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE W t ? m
REVISIONS TO THE PLANS TO BRING THEM INTO w N0. 25917
.* Exp. 12/31 /05
CONFORMANCE WITH CONDITIONS AND STANDARDS IN s9 e1Vl\�
APPR. DATE EFFECT. OF CA���
REVISIONS
CITY
I
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 (361 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
MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1
CID
PIPE
I DIMENSIONS
I DI- M-
_ 24�� 41-0�. 2�-6"
1 0-
42
2 - 5.4,..-.- -4.-t�
48�� 4�-I_d'
_
A
W g..
PLAN
3"
ELEVATION
NOTES
1. REINFORCING STEEL IN WALLS AND BASE SHALL 8E THE SAME AS STD. N0. 209.
2. NOTES SHALL BE THE SAME AS STD. N0. 209.
3. SECTION A -A IS THE SAME
AS STD. N0. 209.
SAN BERNARDINO COUNTY ROAD DEPARTMENT
DATE: a. V. C. 7-45 HEADWALL
M A. Nicholas 'U� -TYPE 20
9A
COUNTY ENGINEER
CSL ENGINEERING, INC. CITY OF FONTANA, CALIFORNIA
11651 STERLING AVENUE, SUITE E
RIVERSIDE, CALIFORNIA 92503 DROWN BY:
(909) 785-5122 * FAX (909) 785-5180 5E
DESIGNED BY:
PREPARED BY: R.C.E. N0.25917 RAS
EXP. 12/31/035T_
��L/• SG���.DATE: CHECKED BP
RI
RICHARD A. SCIANNI
STREET IMPROVEMENT PLANS SCALE:
TRACT 15964 N/A _
ETAIL S DATE:
SEPTEMBER, 2001
D g _ DWG. N0. SHEET
ITV ENGINEER: RICARDO SANDOVAL R.C.E. 51152 3017 9 OF 11
JN545/09-21-01 /545_-1 STAN
DBAS.DWG/S:40
SHEET 4 OF 4
CID
PIPE
I DIMENSIONS
I DI- M-
_ 24�� 41-0�. 2�-6"
1 0-
42
2 - 5.4,..-.- -4.-t�
48�� 4�-I_d'
_
A
W g..
PLAN
3"
ELEVATION
NOTES
1. REINFORCING STEEL IN WALLS AND BASE SHALL 8E THE SAME AS STD. N0. 209.
2. NOTES SHALL BE THE SAME AS STD. N0. 209.
3. SECTION A -A IS THE SAME
AS STD. N0. 209.
SAN BERNARDINO COUNTY ROAD DEPARTMENT
DATE: a. V. C. 7-45 HEADWALL
M A. Nicholas 'U� -TYPE 20
9A
COUNTY ENGINEER
CSL ENGINEERING, INC. CITY OF FONTANA, CALIFORNIA
11651 STERLING AVENUE, SUITE E
RIVERSIDE, CALIFORNIA 92503 DROWN BY:
(909) 785-5122 * FAX (909) 785-5180 5E
DESIGNED BY:
PREPARED BY: R.C.E. N0.25917 RAS
EXP. 12/31/035T_
��L/• SG���.DATE: CHECKED BP
RI
RICHARD A. SCIANNI
STREET IMPROVEMENT PLANS SCALE:
TRACT 15964 N/A _
ETAIL S DATE:
SEPTEMBER, 2001
D g _ DWG. N0. SHEET
ITV ENGINEER: RICARDO SANDOVAL R.C.E. 51152 3017 9 OF 11
JN545/09-21-01 /545_-1 STAN
DBAS.DWG/S:40