HomeMy WebLinkAbout3384-9MANHOLE FRAME FINISHED GRADE OR MANHOLE FRAME
AND COVER PER SPECIFIED ELEVATION AND COVER PER
STD. PLAN 630 M STD. PLAN 630
COLLAR. CLASS C MORTAR
0 0 STD. CONCRETE RINGS, 73 mm
- (39. ISO mm (69 OR 400 mm (161
IN THICKNESS. SEE NOTE 6
Rx50 mm WHEN POSSIBLE USE 4- I 0 xn (4') R■50 mm (29
l2') 1100 nrll (1') 65 mm (2 1/29 RINGS OR
EQUIVALENT 430 mm • I ; •
610 min 081 MAXIMUM 610 mm (24' '
(244 SEE RING SECTION v • DSA• I 15IRE (+4)
1125 mm (S' FOR JOINT DETAILS V . HOOPS
Z ~'- 6 mm(021 COILS. •
02 7 REQUIRED 1
<u 125 mm (5') -1 z '
6 mm(•2) TIE BARS. 0 � •
EE 4 REQUIRED 0
E La 24 mm (15/16') E ECCENTRIC PRECAST i
EN a CONCRETE CONE I
0VARIABLE LENGTH PRECAST CONCRETE 125 mm (51
SECTIONS. 150 mm (61 MIN. THICK -
80 mm (3 1/80) 900 mm (36' NESS FOR PLAIN CONCRETE. 100 mm (49
MIN. THICKNESS FOR REINFORCED
MINIMUM DIA. CONCRETE
900 mm (361) SPECIAL MH RCP I
WITH A CIRCULAR CAGE AND I
�- 50D OOOOD) MINIMUM
ANY STANDARD 900 mm (36')
o PIPE END DIA.
h
125 mm (51) 125 mm x 50 mm (5'x
26) PIPE SEAT, VERTICAL SECTION
CLASS C MORTAR OF PLAIN CONCRETE
ECCENTRIC MANHOLE SHAFT
VERTICAL SECTION
OF REINFORCED CONCRETE
ECCENTRIC MANHOLE SHAFT
65 mm (2 1/21) RINGS SHALL BE REIN-
FORCED WITH TWO 6 mm (1/41) ROUND
38 mm (1 1/W61
STEEL HOOPS= 150 mm (60) AND 200 mm
54 mm 145 mm (5 3/WITH FOUR HOOPS• TIED WITHCNO.
(2 I/8') -� 14 GAGE WIRE 200 mm (81) OC
6 mm 41 mm D
(I S/8') �
1630 mm mm (2
OR
200 mm (81) - a
INSIDE DIAMETER 610 mm (241
I
E 32 mm 32 mm
E (1 1/41) 23 mm (� 1/49
Q1° 6 mm (11) 6 mm
64 mm (2 1/2-) (1/41 0/41 44 mm (1 3/4')
CROSS SECTION OF
REINFORCED CONCRETE RING
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
MANHOLE SHAFT WITH
STANDARD PIAN
METRIC
PUBLIC WORKS STANDARDS INC.,
GREENBOODK�COMMITTEE
ECCENTRIC REDUCER
324-1
2001°� SURFACE ELEVATION
600 mm (240)
Rte' lees
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
I. UNLESS OTHERWISE INDICATED THIS STRUCTURE SHALL CONFORM TO
ASTM C 478M (ASTM C 478) AND ALL CONCRETE SHALL BE PER SSPWC.
2. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630.
3. ALL JOINTS SHALL BE SEALED BY FILLING THE ANNULAR SPACES
WITH CLASS C MORTAR. THE INSIDE OF THE SHAFT AT EACH JOINT
SHALL BE WIPED CLEAN OF EXCESS MORTAR.
4. PROTECTIVE PLASTIC LINER (T LOCK) OR ENGINEER -APPROVED COAT-
INGS WHERE REQUIRED BY THE PROJECT DRAWINGS SHALL BE IN
ACCORDANCE WITH SSPWC AND THE MANUFACTURER'S DIRECTIONS.
5. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. THE TOP
STEP SHALL BE PLACED DIRECTLY BENEATH THE MANHOLE FRAME.
UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED
350 mm (140) TO 375 mm (151 OC.
6. THE ECCENTRIC MANHOLE SHAFT REDUCER AND RINGS MAY BE PLAIN
CONCRETE. FOR PLAIN CONCRETE SECTIONS THE MINIMUM THICKNESS
SHALL BE 150 mm (69.
7. THE PRECAST CONCRETE MANHOLE STRUCTURES WILL BE INSPECTED
BY THE ENGINEER WHO WILL INDICATE ACCEPTANCE FOR SHIPMENT TO
THE JOB BY MARKING THE STRUCTURES WITH THE AGENCY'S STAMP.
8. THE VERTICAL SIDES OF THE MANHOLE SHAFT AND THE ECCENTRIC
REDUCER SHALL BE LOCATED ABOVE AND IN LINE WITH THE SIDE OF
THE STORM DRAIN CONDUIT.
9. CONSTRUCT MANHOLE SAFETY LEDGE PER STD. PLAN 330 IF DEPTH OF,
MANHOLE TO INVERT IS GREATER THAN 6 m(20') AND MANHOLE SHAFT
IS GREATER THAN 3 m(10'). WHEN SAFETY LEDGE IS REQUIRED AND
MANHOLE SHAFT IS LESS THAN 4 m(12') STD. PLAN 326 MUST BE USED.
10. 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:
630 610 mm (249 MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
324-1
MANHOLE SHAFT WITH ECCENTRIC REDUCER
COVER PRESSURE TYPE
SHEET 2 OF 2
OWNER / DEVELOPER:
NEW WEST
PROPERTIES
369 SAN MIGUEL DRIVE, SUITE 3150
NEWPORT BEACH, CA 92660
(949) 640-6420 * FAX: (949) 640- 9310,
BENCHMARK:
am am. No. 361
NAIL IN POLE 11536697E
S.W. CORNER SULTANA do BASELINE
tK I BY I DATE
ENGINEER
REVISIONS
At
PLAN
to
15M O 300 mm (+4 O
MANHOLE FRAME AND
121) HOOPS
COVER PRESSURE TYPE
EPER
STD. PLAN 211
2((®'f 27,1
2001°� SURFACE ELEVATION
.0 6
600 mm (240)
REV. 11 °0
D ■ 952 mm (37 3/4')
USE WITH STANDARD SPECIFICATIONS FOR PU®LIC WORKS CONSTRUCTION
STEPS
M �
900 mm (369)
1 m S'
D 1013 mm (40 3/8')
1050 mm (42'
65 mm (2 1/2'
g
D ■ 1074 mm (431
450 mm (18') 250 mm 009
6-I5M(+4) O 60• SPACING
I
12S Iaal S')
OPTIONA
L 15 M(+4) 375 mm (15') ODOWELl3•
275 mm (N•)
D - 1135 mm (45 1/2')
MANHOLE OR ��iv I ��)111
STORM DRAINr, I I ! \
CONDUIT SO N JOINT
65 mm WITHINUOUS
ICONDE TCWATERSTOP
WHE2000) W 1/2 mm POURED MONMANHOOLITH CF WITH NOT
(81) SEE NOTE 11 (81 CONDUIT OR STORM DRAIN
SECTION A -A
15M(+4) HOOP BARS
ELECTRICALLY BUTT
WELD ENDS OR LAP
ENDS OF BAR 450 mm
(18')
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
PRESSURE MANHOLE SHAFT WITH
ST"M°ErRc`'4N
PUBLIC WORKS STANDARDS INC.,
OREENSooKCOMMITTEE
_ s ®R
ECCENTRIC REDUCER
,UCE
328 -1
300 mm 021
600 mm (240)
REV. 11 °0
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PU®LIC WORKS CONSTRUCTION
NOTES
I. IF H IS LESS THAN 450 mm (18'). W=675 mm (27')
IF H IS BETWEEN 450 mm (188) AND 750 mm (2'-6'). W=750 mm (2'-6').
IF H IS 750 mm (2'-6') OR MORE. W=900 mm (3'-0').
IF H IS MORE THAN 1215 mm (4'-0 1/2'). BRING WALL VERTICALLY TO
1215 mm (4'-0 1/20) BELOW SURFACE AND TAPER FROM 900 mm (3'-0')
TO 675 mm (278) AS SHOWN.
2. THIS STRUCTURE SHALL BE USED WITH MANHOLE FRAME AND COVER
PRESSURE TYPE. STANDARD PLAN 211. IT MAY BE USED FOR HYDRO-
STATIC HEADS UP TO 7.5 m (259 ABOVE THE STEEL PLATE.
3. THE VERTICAL SIDE OF THE MANHOLE SHAFT AND THE ECCENTRIC
REDUCER SHALL BE LOCATED ABOVE AND IN LINE WITH THE SIDE
OF THE STORM DRAIN CONDUIT.
4. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 30O(ASTM
A 615, GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2') CLEAR OF
CONCRETE SURFACES UNLESS OTHERWISE SHOWN.
5. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. THE TOP
STEP SHALL BE PLACED DIRECTLY BENEATH THE MANHOLE FRAME.
UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED
350 mm (I49 TO 375 mm (15') OC.
6. SEE CONTRACT SPECIFICATIONS FOR PHYSICAL REQUIREMENTS OF
WATERSTOP.
7. 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:
211 MANHOLE FRAME AND COVER PRESSURE TYPE
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
328 -1
PRESSURE MANHOLE SHAFT WITHMETRIC
ECCENTRIC REDUCER
SHEET 2 OF 2
'R. DATE
CITY
Will • •• - • • - • S --• _ •
SEAL -ENGINEER
QROFESS'
� �o A • s� ql
w No. 25917 m
yt Exp. 12/31/05
`rq CIVIC
\� OF
I5M O 300 mm (*4 O
L/2 (TYP.)--%
15M O 300 mm
04 O 12') -
�--3-I5M (+4) CIRCULAR TIES,
SEE NOTE 9
150 mm
') MIN
ICUT N0. 1
90+ NOT 2
LINE
ISO mm CUT NC
3.i4 (DO V.
DETAIL 'A' (SEE NOTE 10)
SONO -TUBE. OR EQUAL. INTERIOR FORM
CUT NO. Is SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS-
VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS
TOGETHER FORMING THE DEFLECTION ANGLE A.
CUT NO. 21 SAW THE TUBE LONGITUDINALLY REMOVING A STRIP
3.14 (DO -D ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT.
BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE
TUBE IN THE PIPE.
330-C-23 (360-C-3230) CONCRETE
25 mm (11) (TYP.)
D
L
T
300 mm (120)
300 mm 029
100 mm (40)
450 mm (189)
300 mm 021
125 mm (S')
600 mm (240)
300 mm (120)
150 mm (s')
750 mm (300)
450 mm (180)
175 mm (70)
900 mm (369)
450 mm (180)
225 mm (r)
1050 mm (42'
450 mm (18-)
223 mm (Y)
1200 mm (48.
450 mm (18') 250 mm 009
1425 mm (57') 450 mm (189) 250 mm OW)
1500 mm (60'525
mm (21')
275 mm (N•)
1650 mm (66'
525 mm (210)
275 mm (N"1
1800 mm (72'1 600 mm (24' 300 mm O2'
mos
INTERIOR SURFACE
OF PIPE
DETAIL 'B'
TYPICAL JOINT FOR
REINFORCED CONCRETE PIPE
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
CONCRETE COLLAR FOR RCP
STANDARD IAN
PUSL)CMRKS
GRE04" COMMITTEE
300 mm 12" THROUGH 1800 mm 72"
380 - 2
1992
600
mm (24') TO
REV. IM
USE WITH STANDARD SPECWWATIONS FOR PUBLIC WORKS CONSTRUCTION
SHEET 1 OF 2
NOTES
I. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE
EXCEEDS 10 PERCENT.
2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 1)
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS GREATER THAN 25 mm (I'). BUT IS LESS THAN 75 mm((30)
A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH SUBSECTION
306-1.2.4 OF THE SSPWC.
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS EQUAL TO OR GREATER THAN 75 mm (30). BUT LESS THAN
150 mm (69. A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR
SPACE IS 150 mm (60) OR GREATER. A TRANSITION STRUCTURE
IS REQUIRED.
3. CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON
THE MAIN LINE.
4. CONNECTOR PIPES
A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A
CONCRETE COLLAR. L AND T SHALL BE THOSE OF THE LARGER
PIPE. D -DI OR D2. WHICHEVER IS GREATER.
B. WHEN DI IS EQUAL TO OR LESS THAN 02. JOIN INVERTS AND
WHEN DI IS GREATER THAN D2. JOIN SOFFITS.
5. FOR PIPE LARGER THAN 1800 mm (720) SPECIAL COLLAR DETAILS
ARE REQUIRED.
6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER.
7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE
300(40).
8. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR
TIES SHALL BE D+(2X WALL THICKNESS) + T.
9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS
GREATER THAN 525 mm (210) AND ON ALL PIPES WHERE THE SPACES
BETWEEN THE EXTREME OUTER ENDS IS 75 mm (31 OR LARGER.
CIRCULAR TIES
PIPE DIAMETER N0. OF
WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (31). THE
NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN
APPROXIMATE SPACING OF 150 mm (6') 0. C.
10. WHERE THE PIPE IS 525 mm (21') OR LESS IN DIAMETER AN INTERIOR
FORM OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO
PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE
LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (24')
OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE
INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND
NEATLY POINTED.
11. 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.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PV1N
CONCRETE COLLAR FOR RCP METRIC
300 mm 12" THROUGH 1800 mm 72" 380-2
CSL ENGINEERING, INC.
11651 STERLING AVENUE, SUITE E
RIVERSIDE, CALIFORNIA 92503
(909) 785-5122 * FAX (909) 785-5180
PREPARED BY: R.C.E. N0. 1
EXP. 12/31/
05
S DAIS: 3-
RICHARD A. SCIANNI
CITY OF FONTANA, CALIFORNIA
DRAWM BY: SCALE:
SE STORM DRAIN IMPROVEMENT PLAN 1._40,
DESIGNED BY: TRACT 16379 DATE:
SE ETAIL S T FEBRUARY, 2003
CHECKED BY APP VED BY: DWG. N0. SHEET
JJL pFIZ
C ENGINEER: RICIM DOVAL R.C.E. 51152
JN597/02-12-03/597SD3.0WG/S:40
CIRCULAR TIES
SHEET 2 OF 2
525 mm (21')
OR LESS
3
600
mm (24') TO
750
mm (30')
3
825
mm (33') TO
1425
mm (57•)
4
1500
mm (60') TO
1800
mm (72')
5
CSL ENGINEERING, INC.
11651 STERLING AVENUE, SUITE E
RIVERSIDE, CALIFORNIA 92503
(909) 785-5122 * FAX (909) 785-5180
PREPARED BY: R.C.E. N0. 1
EXP. 12/31/
05
S DAIS: 3-
RICHARD A. SCIANNI
CITY OF FONTANA, CALIFORNIA
DRAWM BY: SCALE:
SE STORM DRAIN IMPROVEMENT PLAN 1._40,
DESIGNED BY: TRACT 16379 DATE:
SE ETAIL S T FEBRUARY, 2003
CHECKED BY APP VED BY: DWG. N0. SHEET
JJL pFIZ
C ENGINEER: RICIM DOVAL R.C.E. 51152
JN597/02-12-03/597SD3.0WG/S:40
SHEET 2 OF 2
CSL ENGINEERING, INC.
11651 STERLING AVENUE, SUITE E
RIVERSIDE, CALIFORNIA 92503
(909) 785-5122 * FAX (909) 785-5180
PREPARED BY: R.C.E. N0. 1
EXP. 12/31/
05
S DAIS: 3-
RICHARD A. SCIANNI
CITY OF FONTANA, CALIFORNIA
DRAWM BY: SCALE:
SE STORM DRAIN IMPROVEMENT PLAN 1._40,
DESIGNED BY: TRACT 16379 DATE:
SE ETAIL S T FEBRUARY, 2003
CHECKED BY APP VED BY: DWG. N0. SHEET
JJL pFIZ
C ENGINEER: RICIM DOVAL R.C.E. 51152
JN597/02-12-03/597SD3.0WG/S:40