HomeMy WebLinkAbout3025-7CD
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0D
A I TcRNATE LETTER
NTI O N
11 /2" LETTERS
IN 6"X 9" BOX
���RNATE LETTER
LOCATION
TOP VIEW
COVER DETAIL
3" LEVELING
RINGS AS
REQUIRED -
12 MAX.,
6 MIN.
16" OR 3
RINGS TO
MAKE UP
REQUIRED
DEPTH
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
SHALL HAVE TWO PICK HOLES. "71=1 I
-!TtLT MANHOLE IS SPECIFIED TO BE BURIED 12"1
1 2" AS I � �— I , JEI� i i i i 3000 P.S.I. CONCRETE
3000 P.S.I. CONCRETE REQUIRED �
2>� I_ _I 7" 1
STREET SURFACE
dOd
T11
4�' 12 12 30" CLEAR OPENING --- 12
CEMENT
I 1=1 I I , e ..
MORTAR - , � I CEMENT
ASPHALT 1 2H — ASPHALT PAPER MORTAR
PAPER WRAPPED
ROADWAY SHOULDER OPEN FIELD ROADWAY
ENTRANCE SHAFT DETAILS.
NO SCALE
SEE ENTRANCE SHAFT
DETAILS HEREON
i
B D IA i-- Ti _� i �_ 2 EAC H — 2'
i
LENGTHS VCP
B DIA. .�►�EXITING MANHOLE
i T i=i
-iii; • �:
Y
ENTRANCE SHAFT
n
LOCATION AS DIRECTED
I BY THE ENGINEER
�-4 A
` Q a.
ALTER NATE
PRECAST
°a
CONCRETE
MANHOLE
INLET
°
°
d,
ALL SHELVES TO
HAVE COARSE—
BROOM FINISH
SEE "MANHOLE
„ D
IMENSIONAL DATA
°
°
D
a
NOTE
PIPE
)E INVERT ELEVATIONS LEV TIONS AS
°°
F
DIA.
SHOWN ON PLAN AND
PROFILE.
FT.
2» MIN.
O 1 Q v
4 y.: .'SPIGOTy .y y BELL $.
ti
T—RIB s T—RIB
1" WELD STRIP
1 /2" MIN. OVERLAP
T—LOCK 4" JOINT STRIP EACH SIDE OF JOINT
TYPE P-1 JOINT �
4 y.' SPIGOT.9 .
T—RIB
T—LOCK
TYPE P-
.—.
4 y.. SPI y . y y BELL �.
T— lei T—RIB
s L—T—LOCK
y: y BALL 4.
. y T—RIB
1" WELD STRIP
1 /2" MIN. OVERLAP
NT
1/2" MIN. OVERLAP
SPECIAL 4" EACH SIDE OF JOINT
FLAT WELD STRIP
TYPE P-3 JOINT
FIELEY JOINTS FOR T -LOCK LINED PIPE
NO SCALE
6 7
6,6 . . . ...........
121/8113/4 r ,258 13/4
FIELD ,�- -1 FIELD 4 `jk
MORTAR', t�+a ` , ��/a MORTAR � �1�a , i 2
1:3 MIX 1:3 MIX
3/ /4� 3
O 4 2'�� �4
2 11/4
3/4 21/2 21/4)121 /2,
P6C Now.,no
MpH. WALL Y 4�
F.
At F
-M. H. WALL
QP
KEY WAY DETAIL FOR 5' OR KEY WAY DETAIL FOR 6' OR
o LESS DIAMETER MANHOLES GREATER DIAMETER MANHOLES
4.
NO SCALE NO SCALE
PLAN
2 EACH — 2'
LENGTHS VCP
ENTERING MANHOLE
a - a NATES
1- o .4
a v ° d
a
VARIABLE 1. PRECAST MANHOLE SHALL CONFORM TO THE REQUIREMENTS
OF A.S.T.M. C478 AND BE DESIGNED FOR AASHTO H2O
e °
9
°c»
3000 P.S.I. Mlle. LOADING.
e a
CONCRETE ° a
o n.
BASE 2, MATERIALS, EMBEDMENT, PLACEMENT, AND COMPACTION OF
E GRANULAR EMBEDMENT AND COMPACTED BACKFILL WILL CONFORM
now TO THE AGENCY'S STANDARD SPECIFICATIONS FOR PIPE BEDDING
SECTION A—A
AND TRENCH BACKFILL.
I E U A STANDARDSEWERMANHOLE WITH
ECCENTRIC CO
NO SCALE
Thle17&s EeerIng, /%IC. Designed APPROVED BY:
CIVIL ENGINEERING • LAND SURVEYING
16800 VALLEY VIEW AVENUE Drawn 2 1997 T.W. A.D. BEDDING MATERIAL CHANGED PER RMA — STD. DET.
SHT. CONVERTED TO TWO SHEETS
LA M/R4DA, CALIFORNIA 90638
PH.(714)521-4811 FAX(714)521-4173 Checked GRANULAR MATERIAL CHANGED TO CAREFULLY PLACED Manager Of In And
1 1995 T.W. N.C. UNWASHED SAND — JETTED Construction Management
Date REV. NO. DATE BY APRVD DESCRIPTION
MANHOLE DIMENSIONAL DATA
MANHOLE
TYPE
A
B
C
D
E
PIPE DIAMETER
DIAMETER
48"
REINFORCED
36"
30"
5"
4�/ "
s
6'-0"+
PIPE DIAMETERS
TO 21 it
48"
REINFORCED
36"
-300'
6"
6"
6'-0"+
* 24"
60"
REINFORCED
36"
30"
6"
6"
7'-0"+
PIPE DIAMETERS
27 TO 39
60"
REINFORCED
36"
30"
6"
6"
7'-0"+
* 42"
72"
REINFORCED
36"
30"
6"
6"
8'-0"+
PIPE DIAMETERS
45 & GREATER
* IF CONNECTIONS AND TEES ARE REQUIRED, USE NEXT HIGHER
DIAMETER MANH0LE.
** WHERE 30" OPENING IS NOT POSSIBLE, USE CONCENTRIC COVER, ALHAMBRA
FOUNDRY TYPE A-1325 OR EQUIVALENT.
DIMENSIONAL TABLE
SCALE INLAND EMPIRE UTILITIES AGENCY*
AS SHOWN
Bar Scale shown below is one ,i= A Municipal Water District
inch on ori anal drawing. If :i
Date LOCATION MAILING ADDRESS
NOT one inc on this 8 Bet, 9400 Cherry Avenue, Building A Post Office Box 697
adjust scales accordingly. Fontana, California 92335 Rancho Cucamonga, California 91730
0" 1" Telephone (909) 357-0241
Last Update: 2/28/02
767UST07.dwg
SHEET NO.
JURUPA AVE AND MULBERRY AVE OF
PROJECT NO. CW PROJECT NO.
STANDARD DETAILS CW
SHEET 1 OF 1 — MAN HOLE DETAILS DRAWING N0.
3025