HomeMy WebLinkAbout3802-20E B
o ^ 4-+
®rt-
INLET
A�
EDGES TO BE ROUNDED
TO 75 mm (3') R
C+ +c
A
J I
-R - I 0 a-- i -
OF SPUR i
-150 mm (60)
- MIN. �- ......_
-- ALL STEEL REINF. ISM
0 100 mm (04 0 42) OC #
- -1 DETAIL. "N" PLAN
O;r(RINGS COVER NOT SHOWN)
PLAN, SEE NOTE I
(SHAFT NOT SHOWN)
PROMl.9.GATEDByTHE
PUSUC 'lY�
STREET GRADE
STANDARD PLAN
METRIC
MANHOLE FRAME CONCRETE RINGS
MAIN LINE ID'S 825mrn 33" OR SMALLER
321 -1
REV t°56
3 Top Plate (Aluminum)
AND COVER PER PER STD. PLAN 321 -�
USE WITH STANDARD SPECIFICATIONS FOR PUBUC W{IRKS CONSTRUCTION
1
5 Stem (Stainless steei,threaded}
1
6 Oft Housing and Nut
STD. PLAN 630
7 Lift Housing Hardware (Stalntess steel)
2
8 Top Plato Hardware (Stainless steel)
4
610 mm
OMIT THIS STEP
10 Aluminum Spigot
1
10a -Bulb Seat Ring (Neoprene Rubber)
1
{2Q')
iN PAVED STREETS
MANHOLE
10c Mounting Hardware (Stainless steel)
AIR
F"
22
15.
SHAFT 225 mm (91----
14A 14'/a
25
9'h
32'h
10
PER STD. 400 mm (I6') F
OR
28'/z
GIG ma
19'/a
w
28
11
PLAN 324 PAYED STREETS,-
12
124'
o
"' � �
25'/a
24
1,.---soa mm t3' -0'l 650 mm '
14
461/2
12
,n M
42Y2
•�-
STREETS( FORUN-?n
rn
T
jo5o roar g
40
r ..
58'h
PAVED STREETS `
•zR
54'/z
36
371/a
t5r mm
21
67%2
75 eta
4'/a
631/z
42
43'/a
125 mm x 30 mm (3'xE') PIPE SEAT
24
76'/2
18
5Y2
72%48
�S lnm 13•x,
T
577/a
28'h
93*
rs
5
87
3' -6'
ROUND EDGES
15 ml
31'h
'Clip,
y
`�`
'�m�m
OF INLETS
61 '/a
697/a
34'h
y�----•---
/12'5 i5'1
ROUND EDGES
108
:66
SECTION A -A
ELEVATION
APPLIES AT THIS
POINT
STATION LINE �- f,,�- 900 mrn (31--04)
s
200 mm (81)
II STEPS
T f �- 430 mm (180)
75 mm Wl
I � z
1f
100 mm (4') L*2T-200 mat {8'} � 100 mm (4•)
204 mm (8' 200 mm (8.1
-STREET GRADE
ri25 mm x 25 mm
f IS•.t'y
RING SEAT
+� 3c W m
rn �
a
T W
°--° m
'4 0
= z
o >w
SECTION C -C
OPTIONAL BOTTOM -s `"-'GRADE POINTS,
SEE NOTE 5
SECTION B. -.B TABLE OF VALUES FOR IIA ISEE NOTE it
SECTION PAVED STREET UNPAVED STREET
MAX. MIN. KAY- MIN,
A -A 867 mm t2l -10 {/20} 1060 mon (3,-68)
C -C 282 mm (it•) 217 mtn (8 1/20) 410 mm (16") 380 mm (156)
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMl.9.GATEDByTHE
PUSUC 'lY�
MANHOLE PIPE TO PIPE ONE OR BOTH
STANDARD PLAN
METRIC
MAKS STANDARDS .
GRE[r;#>409C2^.t4I�:i1i c
MAIN LINE ID'S 825mrn 33" OR SMALLER
321 -1
REV t°56
3 Top Plate (Aluminum)
SHEET 1 OF 3
USE WITH STANDARD SPECIFICATIONS FOR PUBUC W{IRKS CONSTRUCTION
v�
3
ri
LSI
I
H
2
I
m
I
W
Z
J
I
r4l
ED
N
L0
m
C
v
0
'v E
o v_
E�3
v
0
C/) .0
IE
0
� v
U Lo
v 1
`'- m
N
cn �
N O
iU
a�
Ev
v a�
Z c
a�
IL
.so
3 -ice
v to
0 J
NOTES
1, WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 867 mm (2'-10 1/20) FOR PAYED 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 150 mm (60) 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 In (4'-•0•),
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 SH ALL BE 200 mm (84) FOR VALUES OF H UP TO AND INCLUDING 2.4 In
(8'-00) AND 250 mm (101 FOR VALUES OF H OVER 2.4 m (8'-0').
5. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT
CENTER LiNE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF
SHAFT SAND 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 i/'2'1 CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE SHOWN.
7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE,
G. 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 (S'),
10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (140) 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
321-1
SHEET 2 OF 3
MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINEmETRIC
ID'S 825m(33")R
O SMALLER) � �,,,��,., � �,
11- THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:i7' r -7 7
A. MAIN LINE = 825 mm (331 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 (331) 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 (811)
THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM
THE END OF THE RCP, SHALL BE A MINMUM OF 150 mm (6').
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.
1. 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 HEREIN4
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
533 914 mm (36') MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP3
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD FLAN
MANHOLE PIPE TO PIPESONE O++R3O"I`-I MAIN LINE METRIC
ID'S 825m- 33" OR SMALLER)
AC -31 ALUMINUM CANAL GATE
q A.
b
1 vr
0 5
HIN.
H
HIN. SEE DETAIL
9 2 I I
!0
� - t
I '
� Al Aa Ab
, -- - -- ----- � DIA OIA DIA
I \ / I
I
�F�. FLATBACK! �q�
Fes-- H -+moi PIPE PIPE PIPE
INSTALLATION FLANGEBACK INSTALLATION INSTALLATION
DEPTH DEPTH DEPTH
SPIGOTBACK TYPE 4 TYPE 6 -
HEADAAIL SLIDE
°
J -BULB cuIDE
SEAL INSERTS
° lOc 10
2
DRAWING REPRESENTS
TOP VIEW
OF UHMW POLYETHYLENE
°
GUIDE INSERTS
1 O8 HrdOAAIL
SEAT
DETAIL
10b
°
DRAWING REPRESENTS SIDEVIEW
OFTAPERED SLIDE AGAINST
J-BULBSEATING
W
S1iCET3dF3
PARTS LIST
No. Name
qty.
1 Frame (Aluminum,extruded)
1
2 Cover (Aluminum piste)
1
3 Top Plate (Aluminum)
1
4 Handwheel
1
5 Stem (Stainless steei,threaded}
1
6 Oft Housing and Nut
1
7 Lift Housing Hardware (Stalntess steel)
2
8 Top Plato Hardware (Stainless steel)
4
g Stem to CoverAttaahing Hardware (Stainless
steel)
1
10 Aluminum Spigot
1
10a -Bulb Seat Ring (Neoprene Rubber)
1
10b Retainer Ring (Aluminum)
1
10c Mounting Hardware (Stainless steel)
AIR
Ess
iNDU9TRIE9, INC.
30
Q�pF/py
BASIS OF BEARINC;� LEGAL DESCRIPTIONS OWNER/DEVELOPER SOIL ENGINEER
THE BASIS OF BEARING IS BASED ON THE WESTERLY BEING A SUBDIVISION OFA W o. 41679
LINE OF THE NORTHEAST QUARTER OF SECTION 23 CENTEX HOMES ALBUS-KEEFE AND ASSOC. r^
tx �v
TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. AS SHOWN PORTION OF THE SOUTHEAST 1/4 1265 CORONA POINTE COURT 1011 N. ARMANDO STREET � INC.
3 /31
OF SECTION 14, TOWNSHIP 1 NORTH, CORONA CA 92879 ANAHEIM, CA 92806
ON RNAL TRACT MAP NO. 13750, BLED IN BOOK 250, PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFRCE RANGE 6 WEST, SAN BERNARDINO �q Ci ��
AT PA
MERIDIAN, COUNTY OF SAN PHS (951) 279-3000 PHS (714) 630-1626 OF C
FAX- (714)
OF THE COUNTY RECORDER OF SAN BERNARDINO BERNARDINO. FAX (95`1) 279-2100 (114)
COUNTY, BEING NORTH 0730'24! WEST.
BENCH MARK: p REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER
� SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT CITY OF FONTANA
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. , CALIFORNIA
Q�OFESSIONq�
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �4 COYOTE CANYON
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101/wvvwwwwwwwwm SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE W ARIL M. TORREYsO � E N Ci I � E E �I � � DRAWN BY: LINE 'A'AND 'B' SCALE:
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 r= No � 937 SOUTH VIA LATA SUITE 500 COLTON CA 92324 O.S. 1 AS SHOWN
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO W❑RKING CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING -4 DESIGNED _ _ � PH. � 909� 783-0101 � FAx � �sos� 783-0108 DESIGNED BY: -) STORM DRAIN�IMPROVEMENTS DATE:
ON THE NORTHWEST CORNER OFA 10 FOOT WIDE BEFORE DAYS BEFORE Exp, os so os A.T./O.S. SAI EET NOVEMBER 2005
Y ❑ u DIG YOU DIG R D BY: ARIC M ORREYSON R.C.E. N0. 66068
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. ASTANDARD TOLL FREE 1-800-227-2600 OF EXP THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN CIV 1�- PREPA
TE: 6-30- CHECKED BY: -APP VED BY: DRAWING NO.: 20
MWDSC 3 INCH BRASS DISK STAMPED 33A 1992�. - - C.V.A. ` • Z . Q�p
NAVD 88 - 1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT � rz� co 0 02,�u!/'N� o� 05 �� EFFECT. DATE: 3802 25
� l 1 mt-
/ I CI Y ENGINEER R.C.E. 51152 DATE:
AC -31 ALUMINUM CANAL GATE
DIMENSION IN INCHES
'GATE:SIZE.
.(DIA)
Al
I.D.
A4 A6
O.D. O.D.
B
C
D*
E**
F
H
12
13Ya
117/a 11'�'ts
21
8
2fi
10
41/4
22
15.
16'/a
14A 14'/a
25
9'h
32'h
10
4'/a
28'/z
1 S
19'/a
17�a 177/a
28
11
3716
12
4'/a
33'/2
24
25'/a
24
34
14
461/2
12
4'/a
42Y2
30
31 Ya
30
40
18
58'h
15
4'/a
54'/z
36
371/a
46
21
67%2
15
4'/a
631/z
42
43'/a
52
24
76'/2
18
5Y2
72%48
49'/a
577/a
28'h
93*
15R**
5
87
54.
55'/a
63'/a
31'h
101'
15R**
6
95
- 60�
61 '/a
697/a
34'h
114Y4*
15R*'
6
108
:66
67'/a
75'/a
37'h
1231/4*
15R'*
6
117
72
73'/a
81 �/a
40th
132'/x*
15R**
6
126
84
85'/a
94'/a
46'h
152:Y4'
15R**
7
146'h
* Dimension from gate centerline to centeriine of lift input shaft
'* 15" Handcrank
/ I CI Y ENGINEER R.C.E. 51152 DATE:
awr
wu-t-.-