HomeMy WebLinkAbout3246-3f
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I m
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u I
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MAX
V
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100mm
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(4'�R
1 2 EXTRA 15M(#4) FACE PLATE
I
I
150mm (61 150mm (61
I ON 2 SIDES OF
SCORING I
I
FLOWUNE
I MANHOLE FRAME
150mm (61 150mm (61
2.Om (7) 3.5m (12)
( AND COVER I
I
I
150mm (61 150mm (61
I
I
I
CURB LINE
CATCH BASIN I
I
1.2m (4)
MANHOLE FRAME I ( I
f
150mm (61 200mm (8")
AND COVER I I E 2 I
I
3.Om (10)
I I '2=' I
I
1200mm (8") 1250mm (10")
3 I
FOR W > 9m (28'), V > 3.5m (12) OR B > 1.2m (4') SEE PROJECT PLANS
2�
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E BARS
400 mm (t 6.) FOR
3600 mm 144'1 455 mm (18•l
G
,• �--- � � I I ,i I
STEPS
LuA
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C41
_ _4-_
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TIE BARS
125mm
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DOWEL (TYP.) I
(
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CURB OPENING CATCH BASIN
- PLANCG
NO SCALE
15m0300mm (J40121
EACH WAY
5mm (1/4")R -�
n
I I
II
t d 75mm (31 R
DOWEL
(TYP.) N E E
LO
E
LO
u
STEPS 10011 (41 MIN.
300mm ((121MAX.
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I i L-]-1
OPTIONAL SUBGRADE
8
75mm (3") R
200mm (81
10M (14)
tC90' --.,A
jjAtEr-
t2,
DOWEL DETAIL
NO SCALE
Gil
FACE PLATE ASSEMBLY
3:2 SLOPE FSTREET, CUTTER, OR LOCAL
7 DEPRESSIO SURFACE
tF
CONNECTOR PIPE
OPTIONAL ROUGHENED OR MONOLITHIC
CONSTRUCTION JOINT (TYP.) CATCH BASIN
CONNECTION
SECTION A -A
NO SCALE
PREPARED BY
FIRM: raab engineering, inc.
ADDRESS: 310 S. MAPLE ST., STE. D
CORONA, CA 92880
TELEPHONE: ( ) 27 72 FAX: ( 909) 272-0166
V�.�uv, 29616 o -
SIGNATURE RCE D TE
ti I
ml
Q�kOFESS/pN
R,44 �yc
C. NO. 29616
a
;4 Exp.3/31/03 4
J'J9l C # V I ` �a\P
F 00 CA LIFO
INOTES
1. WHERE THE 13ASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF- EXISTING OR PROPOSED
SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB OF THE BASIN MAY BE
POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY. USING THE SAME CLASS
OF CONCRETE AS IN THS BASIN. WHEN POURED MONOLITHICALLY. THE SIDEWALK SHALL BE
PROVIDED WITH A WEAKENED PLANE OR A 25 mm(1') DEEP SAWCUT CONTINUOUSLY ABOUND
THE EXTERNAL PERIMET OF THE CATCH BASIN WALL$. INCLUDING ACROSS THE FULL WIDTH
OF THE SIDEWALK. SURFACE Of ALL EXPOSED CONCRETES SHALL CONFORM IN SLOPE. GRADE.
.COLOR. FINISH. AND SCORING TO EXISTING .OR PROPOS -D CURB -ANO WALK'ADJACENT .TO THE
BASIN.
2 ALL CURVED CONCRETE SURFACES SHALL BE FORMEO BY CURVED FORMS. AND SHALL NOT SE
SHAPED BY PLASTERING.
..3. -FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL
AND LATERAL SLOPE OF P12 MINIMUM AND U 3 MAXIMUM EXCEPT WHERE THE GUTTER GRADE
EXCEEDS B PERCENT. IN WHICH CASE THE. LONGIT'UDtNAL SLOPC OF THE FLOOR SMALL BE
.THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4. DIMENSIONS:
8 ■ 970 mm(3'-29
V * THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT Or'
THE CATCH BASIN AT THE OUTLET * 1.33 m(4.51).
VV.s THE DIFFERENCE IN ELEVATION DETWEEN THE TOP OF THE CURB AND THE INVERT AT
THE UPSTREAM END OF THE BASIN AND SHALL PE DETERMINED 8Y THE REQUIREMENTS
OF NOTE 3. BUT SHALL NOT BE LgSS THAN CURB FACE PLUS 300 mm1129.
V 1 * THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE INLET. NOTED ON THE PROJECT PLANS.
H * NOTED ON THE PROJECT PLANS.
W * NOTED ON THE PROJECT PLANS.
A - THE ANGLE, IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE
AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
S. FIED ETHE CONNECTPIPES
R PIPS SHALL BEL LOCATED ATON THE OJECT PLANS. THE DOWNBTREEAMESS END OF THEISE BASIN. CI-
`J lm,r9Wc THE TWFr [Mit DE CORNET* OF THEE BBASIN. THE PIPE MAY CENT
CUT AND TRIMMED AT ALL
ALL AROUND. AOJgqCENT TO PIPE ENDS. A MONOLITHIC' CATCH BASIN CONNECTION SHALL BE
USED TO JOIN THE CONNECTOR PNE TO THE CATCH BASIN WHENEVER ANGLE 'A•13 LESS THAN
70 DEGREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE IS LOCATED
IN A CORNER. THE OPTIONAL USE Of A MONOLITHIC CATCH BASIN CONNECTIONAN ANY CASE
IS PERMITTED. LENGTHS IGF PIPE BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT -
6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE- STEPS.
THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL
BE SPACED 300 mm(12? APART. THE TOP STEP SHALL BE 175 mm(7') BELOW THE TOP TO THE
MANHOLE AND PROJECTT 65 mmi2-1/2'1. ALL OTHER STEPS SHALL PROJECT 130 mml59.
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
S. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN=
309 CATCH BASIN REIINFORCEMENT VECTION
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
312 CATCH BASIN MANHOLE FRAME AND COVER
633 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
9. 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
MgTRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED
FORMETRIC BAR S. IZEIF
ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION
SMALL BE AMERICAN-PUI3M WORKS ASSOCIATION =SOUTHERN CALIFORNIA CHAPTER " STMDAROP(AN
300-2
CURB OPENING CATCH BASIN SHEET 2OF2
TOLL T=REE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
1
v
I
F DI EDGE OF CONCRETTE
EDGES TO BE
ROUNDED TO
D BARS B I 7575 mm (31)
R
75 mm (31) OC 1� I-
IOM(*3) TIE BAR ,� >p R=ID OF SPUR C'C tc
4-20M(#6), E BARS At _
975 mm (3'-3.1 LONG. L J
SEE NOTE 2 4-ISM(►41 H
D BARS-IOWP3) TIE BAR BARS 900 mm
15 mm 13') OC. - -- LZ m (3'-0') LONG
SEE NOTE 9 _ 13-15M(*4) J PARS 1.4 m
(4'L9') LONG
STREET
GRADE
MANHOLESHAFT
PER STD.
PLAN 324
900 mm (31-01)-
7S 11111411 ) OC
CON'T.ADO'L. BARS 150 mm DETAIL "N"
F f OC TO INSIDE EDGE
OF)MANHOLE. SEE NOTE 2 (RINGS AND COVER NOT SHOWN)
PLAN (SEE NOTE 1)
(SHAFT NOT SHOWN)
MANHOLE FRAME
ANO COVER PER
STD. PLAN 630
610 mm (241
125 mm x 50 mm tq p
(5•x2'1 1 rr SEE NOTETB EVEL, -
PIPE SEAT }.
E BARS
VIM _ .. If -TIE BARS E BARS
TIE BAR 04�_Xlq_ (E
125 mm (S•) F F .- J 8AR3
ROUND EDGES
TO 75 mm (30) R SPRING LINE
15M(*4) 0 450 mm INLET
Q8) OC BOTH
WAYS TO BE USED
STRUCTURAL DATA
--m vnAvx rul_n1s.l:
:_ SEE NOTE 4 -
WHEN D: IS 1500 mm
WALL AND SLAB DIMENSIONS AND
REINFORCEMENT REQUIREMENT
MAX
W
MAX
V
t tF
REINFORCEMENT REQUIRED IN
FRONT
WALL
REARBOTTOM
WALL
SLAB
END
WALL
1.Om (3.5')
2.4m (8')
150mm (61 150mm (61
14 BARS 0 12" OC
IV
IA
1.0m (3.5') 3.5m (12')
200mm (8") 200mm (8")
2.Om (7) 1.8m (6')
150mm (61 150mm (61
2.Om (7) 3.5m (12)
200mm (8") 200mm (8")
4.Om (14') 1.2m (4)
150mm (61 150mm (61
4.Om (14') 2.4m (8)
150mm (61 200mm (8")
4.Om (14') 3.5m (12)
200mm (8") 250mm (10")
Q
N
1.2m (4)
150mm (61 150mm (61
co 1.8m (6)
150mm (61 200mm (8")
CN
2.4m (8')
200mm (8") 200mm (8")
3.Om (10)
200mm (8") 250mm (10")
3.5m (12')
1200mm (8") 1250mm (10")
150 mm (6
FOR W > 9m (28'), V > 3.5m (12) OR B > 1.2m (4') SEE PROJECT PLANS
2�
�
PREPARED BY
FIRM: raab engineering, inc.
ADDRESS: 310 S. MAPLE ST., STE. D
CORONA, CA 92880
TELEPHONE: ( ) 27 72 FAX: ( 909) 272-0166
V�.�uv, 29616 o -
SIGNATURE RCE D TE
ti I
ml
Q�kOFESS/pN
R,44 �yc
C. NO. 29616
a
;4 Exp.3/31/03 4
J'J9l C # V I ` �a\P
F 00 CA LIFO
INOTES
1. WHERE THE 13ASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF- EXISTING OR PROPOSED
SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB OF THE BASIN MAY BE
POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY. USING THE SAME CLASS
OF CONCRETE AS IN THS BASIN. WHEN POURED MONOLITHICALLY. THE SIDEWALK SHALL BE
PROVIDED WITH A WEAKENED PLANE OR A 25 mm(1') DEEP SAWCUT CONTINUOUSLY ABOUND
THE EXTERNAL PERIMET OF THE CATCH BASIN WALL$. INCLUDING ACROSS THE FULL WIDTH
OF THE SIDEWALK. SURFACE Of ALL EXPOSED CONCRETES SHALL CONFORM IN SLOPE. GRADE.
.COLOR. FINISH. AND SCORING TO EXISTING .OR PROPOS -D CURB -ANO WALK'ADJACENT .TO THE
BASIN.
2 ALL CURVED CONCRETE SURFACES SHALL BE FORMEO BY CURVED FORMS. AND SHALL NOT SE
SHAPED BY PLASTERING.
..3. -FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL
AND LATERAL SLOPE OF P12 MINIMUM AND U 3 MAXIMUM EXCEPT WHERE THE GUTTER GRADE
EXCEEDS B PERCENT. IN WHICH CASE THE. LONGIT'UDtNAL SLOPC OF THE FLOOR SMALL BE
.THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4. DIMENSIONS:
8 ■ 970 mm(3'-29
V * THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT Or'
THE CATCH BASIN AT THE OUTLET * 1.33 m(4.51).
VV.s THE DIFFERENCE IN ELEVATION DETWEEN THE TOP OF THE CURB AND THE INVERT AT
THE UPSTREAM END OF THE BASIN AND SHALL PE DETERMINED 8Y THE REQUIREMENTS
OF NOTE 3. BUT SHALL NOT BE LgSS THAN CURB FACE PLUS 300 mm1129.
V 1 * THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE INLET. NOTED ON THE PROJECT PLANS.
H * NOTED ON THE PROJECT PLANS.
W * NOTED ON THE PROJECT PLANS.
A - THE ANGLE, IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE
AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
S. FIED ETHE CONNECTPIPES
R PIPS SHALL BEL LOCATED ATON THE OJECT PLANS. THE DOWNBTREEAMESS END OF THEISE BASIN. CI-
`J lm,r9Wc THE TWFr [Mit DE CORNET* OF THEE BBASIN. THE PIPE MAY CENT
CUT AND TRIMMED AT ALL
ALL AROUND. AOJgqCENT TO PIPE ENDS. A MONOLITHIC' CATCH BASIN CONNECTION SHALL BE
USED TO JOIN THE CONNECTOR PNE TO THE CATCH BASIN WHENEVER ANGLE 'A•13 LESS THAN
70 DEGREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE IS LOCATED
IN A CORNER. THE OPTIONAL USE Of A MONOLITHIC CATCH BASIN CONNECTIONAN ANY CASE
IS PERMITTED. LENGTHS IGF PIPE BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT -
6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE- STEPS.
THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL
BE SPACED 300 mm(12? APART. THE TOP STEP SHALL BE 175 mm(7') BELOW THE TOP TO THE
MANHOLE AND PROJECTT 65 mmi2-1/2'1. ALL OTHER STEPS SHALL PROJECT 130 mml59.
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
S. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN=
309 CATCH BASIN REIINFORCEMENT VECTION
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
312 CATCH BASIN MANHOLE FRAME AND COVER
633 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
9. 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
MgTRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED
FORMETRIC BAR S. IZEIF
ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION
SMALL BE AMERICAN-PUI3M WORKS ASSOCIATION =SOUTHERN CALIFORNIA CHAPTER " STMDAROP(AN
300-2
CURB OPENING CATCH BASIN SHEET 2OF2
TOLL T=REE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
1
v
I
F DI EDGE OF CONCRETTE
EDGES TO BE
ROUNDED TO
D BARS B I 7575 mm (31)
R
75 mm (31) OC 1� I-
IOM(*3) TIE BAR ,� >p R=ID OF SPUR C'C tc
4-20M(#6), E BARS At _
975 mm (3'-3.1 LONG. L J
SEE NOTE 2 4-ISM(►41 H
D BARS-IOWP3) TIE BAR BARS 900 mm
15 mm 13') OC. - -- LZ m (3'-0') LONG
SEE NOTE 9 _ 13-15M(*4) J PARS 1.4 m
(4'L9') LONG
STREET
GRADE
MANHOLESHAFT
PER STD.
PLAN 324
900 mm (31-01)-
7S 11111411 ) OC
CON'T.ADO'L. BARS 150 mm DETAIL "N"
F f OC TO INSIDE EDGE
OF)MANHOLE. SEE NOTE 2 (RINGS AND COVER NOT SHOWN)
PLAN (SEE NOTE 1)
(SHAFT NOT SHOWN)
MANHOLE FRAME
ANO COVER PER
STD. PLAN 630
610 mm (241
125 mm x 50 mm tq p
(5•x2'1 1 rr SEE NOTETB EVEL, -
PIPE SEAT }.
E BARS
VIM _ .. If -TIE BARS E BARS
TIE BAR 04�_Xlq_ (E
125 mm (S•) F F .- J 8AR3
ROUND EDGES
TO 75 mm (30) R SPRING LINE
15M(*4) 0 450 mm INLET
Q8) OC BOTH
WAYS TO BE USED
ELEVATION
APPLIES AT-
--m vnAvx rul_n1s.l:
:_ SEE NOTE 4 -
WHEN D: IS 1500 mm
THIS POINT.
ID =900 mm 3611OR LARGER
(60•) OR OVER -SECTION'
RFV. isse
B -B
SECTION A -A
195 mm 17 3/4.)
1200 mm (48'1
CONCRETE RINGS
1273 mm (511)
215 mm (a 1/21)
PER STD.
230 mm (9.1
STREETGRADE
PLAN 324
1500 mm (601
25 mrnx 25mm 115.14')
1575 mmn 163')
255 mm (1 12 -
RIND SEAT
OMIT THIS
STEP IN
a
-.
H BARS
PAYED-
mm (111)
_ s• SEE TABLE
$m
STREETS
2100 mm {$4')
VARIABLE
2250 mm (90!L
25
-150 mm
H BAR$
L
395 mm (15 1/2'
161)
150 mm (6
tL
2�
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430 rmxml (1T
E BARS
400 mm (t 6.) FOR
3600 mm 144'1 455 mm (18•l
G
IOM(P3 OR *4)
PAVED STREETS.
F
)"
F
TIE BARS
650 mre (21-21) FOR
UNPAVED STREETS
J gig
ROUND
----.;.j EDGES
TO 75 mm
(3')R
SECTION C -C -
,
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PR1LGASEDDA"`2
PU9UC WORKS 57ANOAPUB INC.,
MANHOLE PIPE TO PIPE MAIN LINE
STAN SIC LAM
G' O°°"
' 1892
ID =900 mm 3611OR LARGER
320-1
RFV. isse
SHEET I OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTES
1. 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 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 13 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 (481) 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. 02=2400 mm (968) OR. LESS. L21.7 m (5'-61). P=130 mm (39
B. D2 OVER 2400 mm t96'), L=L8 In (6-01), P=210 mm"(81
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 TIS.
GRADE 40). AND SHALL TERMINATE 40 mm H 1/29 CLEAR .OR CONCRETE SUR-
FACES• UNLESS OTHERWISE SHOWN.
6. FLOOR OF MANHOLE SHALL BE STEEL. TROWELED TO VRING' LINE:= '
7. BODY OF MANHOLE SHACLBE P4URED IN ONE CONTINUOUS OPERATION'
EXCEPT THAT A CONSTRUCTION- JOINT WITH A L0NGITU()1NAL"KEYWAY MAY
BE PLACED AT SPRING tfNE."
S. THICKNESS OF -THE DECK. SHALL VARY WHEN NECESSARY TO PROVIDE A
LEVEL SEAT BUT SHALL NOT BE LESS THAN THE- TABULAR YALUES FOR F
SHOWN ON TABLE SH. 2.
9. D BAR$ SHALL- BE 1510(4) FOR D2=973 mm(39') OR LESS. ISM(►S)'.FOR
D2 =1050 mm (426) TO 2144 mm (849) INCLUSIVE AND 20MOS) FOR
02=2250 mm (901 OR OYER.
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 (13') 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 m 900 mm (369 INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN
LINE RCP DOWNSTREAM OF MANHOLE 13 900 mm (36') TO 1050 mm (421)
INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (334 OR
LESS STANDARD PLAN 321 SHALL BE USED.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
MANHOLE PIPE TO PIPE MAIN LINEnn0 -
ID=900 mm 36" OR LARGER 3SHEEET3Of
REV REVISION DESCRIPTION DATE ENGR. CITY DATE ISHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WII HIN 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.
r
TABLE OF VALUES FOR F
02
F
900 mm (36'1
165 mm (8 V2.)
975 mm 139.1
180 mm .)
1050 mrn (42')
190 mm l 1/2'
1125 mm t45')
195 mm 17 3/4.)
1200 mm (48'1
203 mm 80)
1273 mm (511)
215 mm (a 1/21)
1350 mm (54'}
230 mm (9.1
1425 mm (571
235 mm (9 1/1.)
1500 mm (601
240 mm (9 1/201
1575 mmn 163')
255 mm (1 12 -
1650 mm (6 '1
260 mm 110 1/4')
1725 mm (69')
275 mro (10 3/41)
140 mm ( 2')280
mm (111)
1950 mm (78.1
300 mm (It 3 4.1
2100 mm {$4')
320 mm (12 1/2*1
2250 mm (90!L
335 mm (13 1/4.1
2400 mm 96"
355 mm (141) '-
2550 mm (102.1
395 mm (15 1/2'
2700 mm (1081)
405 mm 06.1
2850 mm (I141) 420 mm (16 f/.24
3000 mm 0201 430 mtun (I7"1
3150 mm 026')
430 rmxml (1T
3300 mm (1321 445 mm 07 1/2'1
3454 mm 138•) 445 mm (I7 1/2')
3600 mm 144'1 455 mm (18•l
r.:.. X;.
..-.-TABLE OF VALUES FOR M (SEE NOTE 1
SECTION PAVED STRE T UNPAYEd TRE .
MAX. MIN. MIN.
A -A 867 mm (2'-10 I/2' 1060 mm (3'-6.1
C -C 2 {3 mm (1(') 217 mm 1/2.1 4t0 mn► (16' 380 mre (15•}
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANAARD PLAN
3rM200 - •
1
SHEET20F4
MANHOLE PIPE TO PIPE IW�AIN LINE,
ID=900 mm 36" OR LARGER -.• :- '
13. 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 (301).
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 15
SPECIFIED REFER TO STANDARD PLAN 328. '
17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (361) 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 SUBSTITUTE-f"OR METRIC BAR SIZES.
IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION. SHALL
BE ENGLISH .UNITS.
THE FOLLOWING STANDARD PLANS'ARE INCORPORATED HEREIN: r.
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
.6 0 614 mm (24') MANHOLE FRAME AND COVER:
633 914 mm (361 MANHOLE FRAME AND COVER
635 STEEL STEP#
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
3METa1c
20 I
SHEET 4Of 4
MANHOLE PIPE TO PIPE MAIN LINE
I0-900 mm 36 OR LARGER �
CITY OF FONTANA, CALIFORNIA
v,,,,,.,. u,. I
STORM DRAIN PLAN - TRACT 16216 SCALE: , _ 4#
DESIGNED BY: DErAILS AND SPECIFICATIONS DATE: 27 AUG 2002
Date: CHECKED BY -4 APP VE BY: DRAWING NO.: 3
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C Y ENGINEER R.C.E. 51152 DATE 32464.