HomeMy WebLinkAbout3111-8ALTERNATE LETTER
LOCATION
11/2" LETTERS
-IN..s,fX -9 -BOX
NOTE:
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 ALTERNATE GROUND SURFACE ONLY IF
T7rSHALL HAVE TWO PICK HOLES. __ _ _ .MANHOLE IS -SPECIFIED TO ,BE BURIED
- .� 2u
AS ��13000 P.S.I. CONCRETE
12" 3000 P.S.I. CONCRETE � � I—I � I
REQUIRED 1 12 STREET SURFACE
.ALTERNATE LETTER
LOCATION CEMENT
MORTAR
l ��j�Ii0400 ��t�L
` OPENINGV
SPIGOT4 . BELL
T -RIB yF T -RIB
1 " WELD STRIP
—1/2" MIN. OVERLAP
''T -L a EAC> -1 -SME -OF JOINT
4 JOINT STRIP
TYPE P-1 JOINT
° < I—III— 4 S.:
TOP V I EW I I I �•"'�•"'••� CEMENT �SPIGOTy .
'' 'ASPHALT 12 ASPHALT PAPER MORTAR
PAPER WRAPPED T -RIB
VER DETAIL
ROADWAY SHOULDER OPEN FIELD
ENTRANCE SHAFT DETAILS
SEE ENTRANCE SHAFT
DETAILS -HEREON
NO SCALE
3" LEVELING B DIA.
2,
EACH 2'
RINGS AS --'�LENGTHS VCP
iiii���i�� .. iiii� EXITING MANHOLE
REQUIRED- ��C_ :�. , B DIA. ».:. •� C - �;�-
12" MAX.,
ENT# AN CE a. SHAFT
6 MIN.
LOCATION AS DIRECTED
BY THE ENGINEER
a
a,
A 'A'
4:•' : ALTERNATE
PRECAST
CONCRETE "
_ . MANIHOLE ,
INLET
P
•. °•
"4 Q
:. ALL SHELVES TO
A.
HAVE COARSE-
-BROOM FIN -ISH
16" OR 32" a-
RINGS- TO SEE "MANHOLE D
MAKE UP DIMENSIONAL DATA
REQUIRED
DEPTH
is
ROADWAY
T -RIB ti T -RIB
OF
1/2-- MIN. -OVERLAP
4 T -LOCK EACH SIDE OF JOINT
4 <1 BELL SPECIAL 4
FLAT WELD STRIP
4 T -RIB
•
1" WELD STRIP _ Pad
JOW
1 /2" MIN. OVERLAP
T -LOCK
� FIELD JOINTS FOR T -LOCK LINED PIPE
. 4 .
21/ " 3/•••k•�
8 1 4 k
.. FIELD
MORTAR k 4
1.3 MIX
4 4
4
rt k•
-A
3/4" 21/2 "
•• 4
< ` 4
M.H. WALL
KEY WAY DETAIL FOR 5' OR
LESS DIAMETER MANHOLES
NO SCALE
Dom. :p ;.
NOTE 2 EACH' — 2'
•.:
LENGTHS .VCP
.PIPE
° INVERT ELEVATIONS AS ENTERING MANHOLE
..:' SLOPE
DIA._ SHOWN ON PLAN - AND
SHELF ( �+�: PROFILE.
" 1 /ZlFT.
r
t_• 2" MIN.
PLAN
NOTES
°.: a <'
4:*
;Q ° a
a_`:. -4a..' VARIABLE 1 PRECAST MANHOLE SHALL CONFORM TO THE REQUIREMENTS
4'*- ,,A qOF A.S.T.M. C478 AND BE DESIGNED FOR AASHTO H2O
° p N. - .., , LOAD 1-N G.
CONCRETE
BASE 2. MATERIALS, EMBEDMENT, PLACEMENT, AND COMPACTION OF
E
NO SCALE
7"
k..•
)) 3/
8 1 4 k
_ F1 ELD:..
MORTAR
• 11 4 i) k �4 ' .� k•k 1 ff
_1.3 MIX
At
3 i
41.
•k :.A
21/4" 21/2
k k K
LM. H . WALL
KEY WAY DETAIL FOR 6' OR
GREATER DIAMETER MANHOLES
NO SCALE
MANHOLE DIMENSIONAL I�A7A
MANHOLE
TYPE
A
B
C
D
E
PIPE DIAMETER
DIAMETER
48"
REINFORCED
36"
30"
5"
41/$"
6'-0"+
PIPE DIAMETERS
TO 21"
ff
48
REINFORCED
36ff ..
3071
6ff.. _
60
0, ..
6'-0P'+
f-0ff+.
1
* 241
60
REINFORCED
36"
30"
6"
6"
7'-0"+
PIPE DIAMETERS
27" TO 39"
-60"
REJNFORCED _ _.
3b"
_ 30" _
,6 ..
b" _
7f-10 it
*_ _42"
72"
REINFORCED
36"
30"
6"
6"
8'-0"+
PIPE DIAMETERS
45" & GREATER
...GRANULAR ..EMBEDMENTAND
COMPAC_T_ -
-
WILL..
CONFORM
JF •CONNECTIONS AND .TEES ARE -REQU-IREfl,- USE -NEXT - flIGf-IFfZ
TO THE AGENCY'S STANDARD
SPECIFICATIONS FOR
--PIPE
BEDDING
DIAMETER MANHOLE.
AND TRENCH BACKFILL. � D,
�` �� ** WHERE 30 OPENING IS NOT POSSIBLE, USE CONCENTRIC COVER, ALHAMBRA
SECTION A -A RECORD -DRAWINGS,
. _ FOUNDRY _TYPE . A-1 325. _ OR EQUIVALENT.
a
THlFENE5 1=NG76 INC, DATE
I L U A STANDARD SEWER MANHOLE- WITH -ECCENTRIC CONE DIMENSIONAL TABLE
NO SCALE
PIPE SUPPO rAILS
Last Update: 3/20/02
NO SCALE 20079Tos.dwg
_.
stfr
T scA�� INLAND EMPIRE ETIWANDA AND JURUPA AVENUE
R, / f /e/�l es I /%leen/ 7 Designed APPROVED BY: 8 OF 9
�' .9' AS SHOWN
UTILITIES AGENCY PROJECT NO. cw01'309
" CIVIL ENGINEERING - LAND SURVEYING Bar Scale shown below is one PROJECT N0.
16800 VALLEY VIEW AVENUE Drawn Date inch on original drawing STANDARD DETAILS
If LOCATION MAILING ADDRESS CW01309
NOT one inch on this sheet,
Ln LA MIRADA, CALIFORNIA 90639 L'IvtL Frnt I E UA fldjust scales flccordingly. _:: 940t) Cfi�erry Avenue, Bui+ding A Post D ice Box i - - Sfi��T {3f
.. Checked R.C.E. No. C49444 EXP. 9/30/00 MANHOLE DETAILS
N PH.(714)521-4811 FAX(714)521-4173 Date 0" 1" Fontana, California 92335 Rancho Cucamonga. California 91730 DRAWING N0.
REV. N0. DATE BY APRVD DESCRIPTION Telephone (909) 357-0241 D-31 �' 1
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