HomeMy WebLinkAbout3935-12GES TO BE ROUNDED
M MM 01 I'l
0
Z a I D
)F SPUR 1
50 MM (611)
AIN.
v -L s -.w6 7EIvF- 45;c7
in
0.
11110 B
'r
HRASS CAP IN THE CONCRETE BASE OF THE BRG. N089*59JIT
DETA,IL "N"
PLAN
NES, AS SHOWN ON 77?. NO
OF SAN SEVAINE RD., 2.65 M/ WEST 16427-1, M.B. 29617-11.
OR LESS.
ELEVA 770N. 1428.609
PIPE
2
PLAN
(RINGS AND COVER NOT SHOWN)
2.
H (IN SECTION A -A AND B-8) SHALL NOT' BE LESS THAN 1.2 m (4* -0*).
B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE
760-A S. ROCHESTER A VENUE;`
Exp: 05-30-06
ONTARIO, CA -91761
PHONE (.909) 937-9151
C
SEE NOTE I
BUT' MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT
CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE
(SHAFT NOT SHOWN)
BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL
OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm (80)
THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM
STREET GRADE
BE USED, FOR H ON $ECTION C -C) SEE NOTE L
THE END OF THE RCP. SHALL BE A MINMUM OF 150 mm (6").
1
. , .
Brick laid lengthwise
41
MANHOLE FRAME CONCRETE RINGS
STREET GRADE
4
and mortared
AND COVER PER PER STD. PLAN 324
STD. PLAN 630
25 23 nw
5.
L SHALL BE 1.2 m (41-011) UNLESS OTHERWISE SHOWN. L MAY BE I N-
C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED
1p
T'
610
OMIT THIS STEP
5110)
CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. BUT ANY
MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE
(240
IN PAVED STREETS
MANHOLE
IRINO
SEAT
W
CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER,
FOLLOWING ALTERNATE SOLUTIONS MUST BE USED.
SHAFT 225 MM (9
PER STD. 400 mm (169) FOR
0
7
4.
T SHALL BE 200 mm (819 FOR VALUES OF H UP TO AND INCLUDING 2.4 m
(a' -011) AND 250 4011) FOR VALUES OF H OVER (,51-011).
N. PROVIDE A SPECIAL STRUCTURE.
I" + Cement grout Inside edge of R.C.P. groove
PLAN 324 PAVED STREETS.
(240)
1.
mm 2.4 m
capping at end of pipe
0
300 MM _0.j 650 mm; (2'-21
zflls
=
1, cu
I
SECTION or end of pipe Of broken)
0
�n
STREETS FOR UN
PAVED
T 1050 mm 0'41
T
5.
STATIONS OF MANHOLE$ SHOWN ON PROJECT DRAWINGS APPLY AT
2. PROVIDE TWO STANDARD STRUCTURES. CONSISTING OF THIS
L
r-
7-
STREETS
75 Mwe tr
!R 0
CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF
MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE
-
f =
_=
SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 5.
JUNCTION STRUCTURE OR TRANSITION STRUCTURE.
4.
125 MM x 50 MM (5*x2s) PIPE SEAT
W
%r
T
0 MM 1301
T
ROUND EDGES
OF INLETS
6,
REINFORCEMENT SHALL CONFORM TO A,STM A 615M, GRADE 300(ASTM A 6 15.
12,
MANHOLE FRAME AND COVER SHALL, CONFORM TO STANDARD PLAN 630
25 mm (511)
ROUND EDGES
_-71F
GRADE 40). AND SHALL TERMINATE 40 mm 0 1/2") CLEAR OF CONCRETE SUR-
UNLESS OTHERWISE SHOWN.
FACES UNLESS OTHERWISE SHOWN.
Cement, grout capping
15
15.
MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLES$
1/11,
INLET ELEVATION
SECTION
C -C
7.
FLOOR OF MANHOLe SHALL BE STEEL TROWELED TO SPRING LINE.
RW
OTHEISE SHOWN.
APPLIES AT TNIS
POINT
0,
BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
14.
WHERE A MANHOLE SHAFT - 900 mm (35") WITHOUT REDUCER IS
EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY
SPECIFIED REFER TO STANDARD PLAN 336.
SECTION
A -A
MAY BE PLACED AT SPRING LINE.
15,
WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
STATION LINE
900 MM (31-011)
9:.
'THICKNESS OF THE PECK SHALL VARY WHEN NECESSARY To PROVIDE
SPECIFIED REFER TO STANDARD PLAN 328
200 MM (81 --- ;r
A LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 Mm (80).
IF
or
1. v'.:'",
STANDARD PLAN
r 1."Iloft,
321-1
SHEET 2 OF 3
STANDARD: PLAN
METRIC
I a Kim
IT", il"11,111 lit"11 6"' U`Iwk X" 321-1
SHEET 3 OF 3
BENCH MARK. 8-17
BASIS OF BEARINGS:
HRASS CAP IN THE CONCRETE BASE OF THE BRG. N089*59JIT
THE SOUTH LEG OF AN SCE TOWER
J4J' NORTH OF HIGHLAND, 0.2
ALONG 7HE CL SUMMIT AVE
M1
NES, AS SHOWN ON 77?. NO
OF SAN SEVAINE RD., 2.65 M/ WEST 16427-1, M.B. 29617-11.
OF SIERRA A VE
ELEVA 770N. 1428.609
Prepared Under The Supervision Of X
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC•r
No. 36637
760-A S. ROCHESTER A VENUE;`
Exp: 05-30-06
ONTARIO, CA -91761
PHONE (.909) 937-9151
C
RCE 367 EXP. e -30(-06Z
,WENDELL L. IWAT,9MV ----------
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