HomeMy WebLinkAbout5510-414/11/2016
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F
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MANHOLE DIMENSIONAL DATA
MANHOLE
DIAMETER
TYPE
A
**
B
C
D
E
PIPE DIAMETER
(19 mm)
70-90
3/8"
(9.5 mm)
40-65
14
(4.75 mm)
PIPE DIAMETERS
48"
REINFORCED
3G"
30"
5"
4
G'-0"+
TO 21"
48"
REINFORCED
36"
30"
6"
6"
6'-0"+
* 24"
60"
REINFORCED
36"
30"
6"
6"
7'-0"+
PIPE DIAMETERS
27" TO 39"
60"
REINFORCED
'
3G"
30"
6"
6"
7' 0"+
42"
PIPE DIAMETERS
72"
REINFORCED
3G"
30"
G"
6"
8'-0"+
45" & GREATER
* IF CONNECTIONS AND TEES ARE REQUIRED, USE NEXT HIGHER
DIAMETER MANHOLE.
** WHERE 30" OPENING IS NOT POSSIBLE, USE CONCENTRIC COVER, ALHAMBRA
FOUNDRY TYPE A-1325 OR EQUIVALENT.
3" LEVELING
RINGS AS
REQUIRED -
12" MAX.,
6" MIN.
16" OR 32"
RINGS TO
MAKE UP
REQUIRED
DEPTH
D
3000 P.S.I.
CONCRETE
BASE
DIMENSIONAL TABLE
SEE ENTRANCE SHAFT
DETAILS HEREON
•
4
SEE "MANHOLE
DIMENSIONAL DATA"
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•
•
SLOPE
SHELF
1 6"/FT.
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•
•• °
PIPE
DIA.
4. :
4
•
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.' °
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. . 4 • -° •
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la_ .'4:':.. .
• l• °
•
:4c 9" MIN.
. '°. •
D
D
E
SECTION A -A
Southland Engineering
2200 BUSINESS WAY, Ste. 100
RIVERSIDE, CA. 92501
(951) 788-8488
2" MIN.
ALTERNATE
PRECAST
CONCRETE
MANHOLE
NOTE
NOTES
1. MANHOLE FRAME & COVER SHALL BE ALHAMBRA
FOUNDRY TYPE A-1252 OR LONG BEACH IRON
WORKS TYPE X-106 B OR APPROVED EQUAL.
FRAME & COVER SHALL BE BITUMINOUS COATED
AND WEIGH A MINIMUM OF 430 LBS. THE COVER
SHALL HAVE TWO PICK HOLES.
2. FOR MH#2 AT STATION 0+97, USE GM! COMPOSITE
FRAME AND COVER -3200 SERIES. SEE SHEET 5
FOR SPECIFICATIONS.
A
INLET
INVERT ELEVATIONS AS
SHOWN ON PLAN AND
PROFILE.
VARIABLE
2 EACH - 2'
IEUA
SEWER
TOP VIEW
COVER DETAIL
LENGTHS VCP
EXITING MANHOLE
ENTRANCE SHAFT
LOCATION AS DIRECTED
BY THE ENGINEER
Z
ALL SHELVES TO
HAVE COARSE -
BROOM FINISH
NOTES
0
- I
X(/
PLAN
1. PRECAST MANHOLE SHALL CONFORM TO THE REQUIREMENTS
OF A.S.T.M. C478 AND BE DESIGNED FOR AASHTO H2O
LOADING.
2. MATERIALS, EMBEDMENT, PLACEMENT, AND COMPACTION OF
GRANULAR EMBEDMENT AND COMPACTED BACKFILL WILL CONFORM
TO THE AGENCY'S STANDARD SPECIFICATIONS FOR PIPE BEDDING
AND TRENCH BACKFILL.
ALTERNATE LETTER
LOCATION
1 1 /"2 LETTERS
IN 6"X 9" BOX
ALTERNATE LETTER
LOCATION
2 EACH - 2'
LENGTHS VCP
ENTERING MANHOLE
IEUA STANDARD SEWER MANHOLE WITH ECCENTRIC CONE
Designed
Drawn
Checked
Date
NOT TO SCALE
REV. N0. DATE
BY APRVD
DESCRIPTION
REVIEWED BY:
PROJECTS MANAGER
3000 P.S.I. CONCRETE
CEMENT
MORTAR
I11_111_11 L
I I�
- ASPHALT
PAPER
ROADWAY SHOULDER
ENTRANCE SHAFT DETAILS
NOT TO SCALE
III f 4111 III
=III—
AS
REQUIRED
12"
—I 11-
12"
1j-
NOTE:
FOR THIS AREA REFER TO CITY OF ONTARIO STD
PLAN 2001.
ALTERNATE GROUND SURFACE ONLY IF
MANHOLE IS SPECIFIED TO BE BURIED
12" (I
12"
3000 P.S.I. CONCRETE
STREET SURFACE
30" CLEAR OPENING
ASPHALT PAPER
. WRAPPED
OPEN FIELD
CEMENT
MORTAR
1III1=1I1=1III
12"
ROADWAY
11-1-7-1b
DATE
CAREFULLY PLACED GRADED
3/4" GRAVEL EMBEDMENT
COMPACTED PER AGENCY'S
STANDARD SPECIFICATIONS
UNDISTURBED EARTH
CAREFULLY PLACED GRADED
3/4" GRAVEL EMBEDMENT
COMPACTED PER AGENCY'S
STANDARD SPECIFICATIONS
UNDISTURBED EARTH
6"MIN.
10"MAX
SI I
I— HAND PLACED
/ HAND PLACED /_ 1
_I COMPACTED BACKFILL I
Ih� "1 „ , / -_
=11 111
I I II
I11�
;IIm
. SII
�, •. �, I=
7
II
Eli... -4,1 4 ....
11=.13.cy,:t
li ctost•
Pc(iwv=
=II, 41.11
I I—
• •••••2•
LOAD FACTOR 1.9
CLASS B
6"MIN.
10"MAX
_I -r=__/!/////////////
IIAND PLACED
-Il
/ COMPACTED BACKFILL f ! ////0
ir-=II<(, =I
- 1 I
— 11
— I I
1 I
PIPE DIA./8
(4" MIN.)
WELL GRADED
NATIVE SOIL
III -6ACC , b SII PIPE DIA./8
11— • •••s•:•LO I= (4'' MIN.)
- -III TfT-I I
iii
LOAD FACTOR 1.5
CLASS C
* GRANULAR EMBEDMENT:
COARSE GRAINED NATIVE SOILS OR IMPORTED SAND
WITH A MINIMUM SAND EQUIVALENCE OF 30 AND OF
SUCH SIZE THAT 90 TO 100 PERCENT WILL PASS
A NO. 4 SIEVE AND NO MORE THAN 5 PERCENT
WILL PASS A NO. 200 SIEVE.
SCALE
AS SHOWN
Bar Scale shown below is one
inch on original drawing. If
NOT one inch on this sheet,
adjust scales accordingly.
0" 1"
BEDDING DETAIL NOTES
12' MIN
EXACT WIDTH TO BE
DETERMINED IN THE FIELD BY
ENGINEER
1'
10'
1" AC CAP
flow 1444
1'
Ow -
EXISTING AC PAVING
12"
BASE AC PAVING
1" THICKER THAN
EXISTING WITH A
6 Y2" MIN THICKNESS
SUBGRADE
95%
COMPACTION
MINIMUM 90%
COMPACTION
\PIPE ZONE
90i\
COMPACTION
12" MIN
=If=