HomeMy WebLinkAbout3969-5B
EDGES TO BE ROUNDEC
TO 75 mm (30) R
A +A
R
OF SPUR i
1 150 mm
MIN.
"4- ALL STEEL REINF. 15M
I I ___TT_ 0 100 mm (04 0 40) OC
017
B
..PLAN
(SHAAMN�OTSHOWN)
+c 0
DETAIL "N*'.PLAN
(RINGS ANO COVER NOT SHOWN)
SEE NOTE I
STREET GRADE
G 25 25
JIG
RING SEAT
I w
w
Iw
co
).g
t"
Cj
W W
ui
w
STREET GRADE
MANHOLE FRAME CONCRETE RINGS
SECTION PAVEO.STRFET ____fJNPAVE
io
.AND COVER PER PER STD. PLAN. 324
MAX. MIN. --MAX,
FA
STD. PLAN $30 OMIT THIS STEP
-A 867 m (2- -1* 1/2-
MANHOLE IN *PAVED STREETS -
C 282 (117 217 m7ts 1/20�)4410 mm (16*) 7
SHAFT 225 mm (9
w
in
PER $TO. 400 mm (1'
61 FOR
. PLAN 324 PAVED STREET$,
.900 j3-_O_j 650 mm
STREETS FOVUN.-J,
-PAVED'STREETS -J1.1
I Lo-
T 125 mm x 50 mm (5*x2-) PIPE SEAT
Ji
ROUND EDGES
_k
15
OF INLETS
-5-
JF -.ROUND EDGES
mm
INLET ELEVATION
APPLIES AT THIS
POINT
SECTION
A -A
STATION LINE ------4
,,,,-900 mm (3--o-)
200 mm (a-) __,_ rr
PIC! ___ W"_ 4 S
*�-5TEF
slag
10.0 ft (411,
I' - 2 0. 0 -
LIL 4 2
T m L1IO0 mm (41)
200 mm (61) 200 mm (80)
L MiTr1rTMU 71-MAng
OPTIONAL BOTTOM GRADE POINTS.
SEE NOTE 5
SECTION B-6.
AMERICAN Uouqwq
MN
" IAN
MAI
`1_
H0,
k M ioxf Emu d W-5 By
N,
-usiwrw.
0
0-
:2
n
0)
(0
0
0
04
0
00
(0
I-
-4-1
0
a
c
a
4-1
c
0
LL
r m
GO]
0
0
SECTION C -C
TABLE OF VALufs FoR- m_(SEE i�_OTE 1)
STANDARD PLAN
MEMIC
321-1
SECTION PAVEO.STRFET ____fJNPAVE
io
ET
MAX. MIN. --MAX,
FA
MI N.
-A 867 m (2- -1* 1/2-
1050-iiii _(3#41
C 282 (117 217 m7ts 1/20�)4410 mm (16*) 7
380 mm r15 --j,
Pg*:.'T
-"UFORNIA CHAPTER
BOTH "TANDA" PLAN
PE' I MmIC`
r,j. RS
M8.4�M,- 321 -1
WORKS CONSTRWTION SHEET I OF 3
(ROV. 3/29/99)
NQ Tg
I. WHEN KPTH M FROM STREET, GRADE TO THE TOP OF THE BOX IS LESS
-412'!) FOR 'PAVED STREETS- OR. 1060 mm (3'-6') FOR
THAN. .661P. m '-tO.
tn.. (2 -
CO '��F*-T.PER -SECTION C -C AND DETAIL 'N"
..U00.0' -TR. NSfRUCT S
A
Y BE ftDV;-f0* TO * AN.ABSOLUTe L [Mi T OF 15 0 mm (69 WHEN*
L`A1q'GER:-`-`VALU'es;'OF-.M WOULD ktDUtE H iN. SECTION C -C TO 1060 mm (3'-60)
OR LESS.
2; -.H ON $EC.TIO.N..A-!A AND_.S:7B) SHALL NOT BE LESS THAN 1.2 In (41-00).
BUT:?AA-'y'-','6t INGR OVI-010'THAT THE MALUE OF M 1-tHALL NOT
19E LESS Tf THE'MI MVM". SPIE
LIS tD. fA.N" CIFIED* AND"'TH-AT THE REDUCER SHALL
B E H -014 *�ECTION- d -C) SEE NOTE 1.
L 8 HALL J3E 1,R.m. (4.'-0*
.1 VNLE,SS OTHERWISE SHOWN. L MAY 13E IN-
'00LOCAT16N-OF. MAN46LE'tkIFTED TO MEET PIPE ENDS. BUT ANY
CREA990.
CHANGflk, * L0tA:TION 'OF tHE' SPUR MUST 6E APPROVED BY THE ENGINEER.
4. T $HALL. BE 900 mm. (88) FOR VALUES OF H UP -TO AND INCLUDING 2.4 m
404-041) AND 2'50 mm POD) POR VALUES OF �H OVER 2.4 m
.5-.. 'ST4TIONS OF MANHOLES SHO PROJECT DRAWINGS APPLY AT
WN N. -
C -ER LINE' 'SHAFT. ELE
tNT .', OF" VATIONS ARE SHOWN AT. CENTER -LINE OF
9HAFT ANI.).JRtFtFt.r-O'rHt'-PR*OLC'kGtD 10011-dRADE LINES. SEE NOTE 3.
6..---. REINFORCEMENT SHALL CONFORM TO A4TM A 615M. GRADE 3OO(ASTM A 615,
64ADE 40), ANO $I+ALL TERMINATE* 40' MM (f 1/29- CLEAR OF CONCRETE SUR-
FACES UNLIC'SS OTHERWISE SHOWN.
7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
.00 Y OF MANHOLE. SHALL BE POURED IN ONE CONTINUOUS OPERATION
EXCEPT TRAT A CONSTRUCT'10� JdINT WITH -A LONGITUDINAL KEYWAY
MAY BE -PLkCEjD AT SPRING LINE.
9.. THICKNESS OF.THE. PECK $HALL VARY -WHEN NECESSARY TO PROVIDE
-A LEVEL -SEAT BUT SHALL NOT BE LESS THAW 200 mm (84).
'10.-- STEPS SRAL-L CONFOR'A& TO STANDARD PLAN 645.. OR 636. -UNLESS OTHERWISE
SHOWN, Stepq *SHALL...PC uNIFOROLY SPACED 35b mm (14") TO 375 mm (15,1) oC.
THE LOWEST *STEP 9RALL NOT 4E MORE THAN - 606 mm (249 ABOVE THE LEDGE
AT TWt SIDE OF THE MANHOLE.
OR. S
LIFORNIA CHAPTER STANDAM PLAN
rN-m MURIC
AIN LINE 321 � 1
ER) SHEET 2 OF 3
OFESS/�
D
rn
No. 36361
Exp. 06-3M2
-A-
4
I
THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
A. MAIN LINE,= 825 mm (334 INSIDE DIAMETER OR LESS. (EXCEPTION -
IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (360)
TO 1050 mm (421 INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS
825 mm (330) OR LESSJ STANDARD PLAN 320 OR STANDARD PLAN 322 IS
NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm
(360) IN DIAMETER.
S. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE
CONNECTED TO THIS MANHOLEAS SUCH THAT THE DISTANCE FROM THE.
OUTRIDE (TOP) OF THE L TERAL TO THE BOTTOM OF THE 200 mm (89)
THICK TOP OF THE MANHOLE CHAMBER. MEASURED VERTICALLY FROM
THE END OF THE RCP'4 SHALL BE A MINMUM OF 150 mm (60).
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 FRA ME AND COVER SMALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN.
13. ..MANHOLE -SHAFT SMALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN.
14. WHERE A MANHOLE SHAFT - 900 mm (360) 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 (360) 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 SMALL 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 rnm (365) WITHOUT REDUCER
630 610 mm (24") MANHOLE FRAME AND COVER
633 914 mm (368) MANHOLE FRAME AND COVER
635 STEEL STEP
$36 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
MEMIC
321-1
MANHOLE PIPE TO PIPE JONE OR BOTH MAIN LINE
ID'S 825mm 133 1) OR SMALLER)
SHEET 3 OF 3
i