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NOTE:
MANHOLE FRAME & COVER SHALL BE ALHAMBRA • : • • • •� ,
TYPE A-1252 OR LONG BEACH IRON • '
ALTERNATE LETTER FOUNDRY� �'
`SPIGOT". .'�.•4 B�� L - . �. •• • •
LOCATION WORKS TYPE X-106 B OR APPROVED EQUAL. r-----� • ' • , F--------
FRAME &COVER SHALL BE BITUMINOUS COATED T -RIB T -RIB
1 " WELD STRIP
AND WEIGH A MINIMUM OF 430 LBS. THE COVER -
.
11/2" LETTERS SHALL HAVE TWO PICK HOLES. ALTERNATE GROUND SURFACE ONLY IF 1/2" MIN. OVERLAP
4 JOINT STRIP
IN 6"X 9" BOX MANHOLE IS SPECIFIED TO BE BURIED 12„ T -LOCK EACH SIDE OF JOINT
IEUA 12" AS �TTT 3000 P.S.I. CONCRETE
SEWER 3000 P.S.I. CONCRETE AS
12 STREET SURFACE TYPE P-1 JOINT
..
'SPIGOTS •',�.g BttLL . �.
- �i�
��, .; ---- T—RIB - � � F
_ ., �- 12 — 12" T -RIB
• ' 12 • • ' 30" CLEAR OPENING . • -----
.,
ALTERNATE LETTER ''' ' � '' ' ''� �' ' •'� ,'
CEMENT • �•''' f '. '' •
• 1 /2" MIN. OVERLAP
LOCATION -
;:'••:�'' . .. :...::;:• .:._; • • •� T—LOCK �,
•• SPACIAL 4 EACH SIDE OF JOINT
MORTAR 12" ' ' CEMENT �. •"SPI�OT9 ''4•� BLL
TOP VIEW ASPHALT ti .. ASPHALT PAPER MORTAR =-_--- •� • -�- -- FLAT WELD STRIP
PAPER WRAPPED T -RIB -� - ' . I= T -RIB
DETAIL TYPE P-3 JOINT
COVER 1 WELD STRIP
ROADWAY SHOULDER OPEN FIELD ROADWAY .,�,
1 /2 MIN. OVERLAP
IT—InrK
TYPE P-2 JOINT
E rfl
ENTRAN' ° °F�ELDJO�NTS o 0 ON D p01�E
NO SCALE NO SCALE
SEE ENTRANCE SHAFT 6" 7
so
DETAILS HEREON .
k4 ' • k "'�. ' 1t • ' ' • k...
k.y .
1 425// .
t-
21/8 :k •,� . 811 4
2 EACH — 2' I F-- F1 ELD " • : k. FIELD• " .
3 LEVELING B DIA. 1 " - • • ,k
I IMORTAR/
RINGS AS LENGTHS VCP I1 4 1MORTAR1/
y I I— k •� /4 4 1
REQUIRED B DIA. EXITING MANHOLE I
y:• -o--� 1-03 MIX :1:312 MAX., .:- • MIX
ENTRANCE SHAFT - 1 »
6 MIN. .. • I ,� •� / 4
LOCATION AS DIRECTED I t 4
.,.. ,ti, • .k
/'•• ••I' BY THE ENGINEER i 3 » 4.
, .
1 4
2 2
A.: ,. ALTERNATE a • • 13/ 21/2 4 •k. PRECAST -: 4 2 2
•+�• CONCRETE ► `•'• ' • 4'
,. I. .. .
:�•`� r.. MANHOLE ' f
��• INLET �__��—_��"—
M. H. WALL
• 0 000
r•. 1. M.H. WALL
. ' ' �' r KEY SWAY DETAIL F 5° OR KEY WAY DETAIL FOR 6' OR
ALL SHELVES TO .
HAVE COARSE— • •. e ..
LESSMAMETER MANHOLES GREATER ME 1�..„ r%�. �..
' '• �: BROOM FINISH
• •�,. J I AL N0
16" OR 32" '' y•� tl NO SCALE
RINGS TO : ' SEE "MANHOLE
�''i I
MAKE UP �I� DIMENSIONAL DATA
REQUIRED L _
DEPTH •I':4
D:I:: I
•' f. D i I 2 EAC H— 2'
• _A- NOTE I
PIPE
I- - -4 LENGTHS VCP
SLOPE INVERT ELEVATIONS AS ENTERING MANHOLE
DA. :.•I SHOWN ON PLAN AND I
�••= SHELF • •
PROFILE.
. �
/Z/FT.
.
2" MIN. PLAN
' •� 'r" �•
. ���:..� :. `• ~'•'~.;4• '� i NOTES
__�.___L _ •��• •: •• VARIABLE 1. PRECAST MANHOLE SHALL CONFORM TO THE REQUIREMENTS
--\-I \J .41� : • .'' • •'� '• OF A.S.T.M. C4-78 AND BE DESIGNED FOR AASHTO H2O
3000 P.S.I. - '' .''• •�9" MIN. LOADING.
CONCRETE ` • ' ' • • ;... ;-
BASE
• . ••.
BASE 2. MATERIALS, EMBEDMENT, PLACEMENT, AND COMPACTION OF
MANHOLE DIMENSIONAL DATA
MANHOLE -
DIAMETER
TYPE
A
B
C
D
E
48
REINFORCED
36
30
5"
41/8"
6'--0"+
48"
REINFORCED
36"
30
6"
6"
6'-0"+
60"
REINFORCED
36
30
6"
6'
7'--0"+
60
REINFORCED
36
30
6"
6"
7'-0"+
72
REINFORCED
36"
30"
6"
6"
8'-0"+
E GRANULAR EMBEDMENT AND COMPACTED BACKFILL WILL CONFORM * IF CONNECTIONS AND TEES ARE REQUIRED, USE NEXT HI
TO THE AGENCY'S STANDARD SPECIFICATIONS FOR PIPE BEDDING DIAMETER MANHOLE.,
AND TRENCH BACKFILL.
SECTION A -A ** WHERE 30" OPENING IS NOT POSSIBLE USE CONCENTRIC
FOUNDRY TYPE A-1325 OR EQUIVALENT.
E U aZ�_-D_35 aN DA'r�`_'aE'roq M a � O D O °LA'E-3
• N 0 NAT
DOT
O
NO SCALE
SCALE * CITY OF' FO N TA I�
DAVID EVA N S Designed BY AGENCY APPROVED BY: ; :; INLAND EMPIRE UTILITIES AGENCY ET I WA N DA AVE,
A T I 9 AS SHOWN *A Municipal Water District PAVEMENT REHABILII
N D A�� O C I A E� NC. Bar Scale shown below is one P
X00 North Haven Avenue, Suite 300 Drawn BY AGENCY 2 1997 T.W. A.D. BEDDING MATERIAL CHANGED PER RMA — STD. DET. Date inch on original drawing. If fj. LOCATION MAILING ADDRESS PROJECT N O . S13-5
SHT. CONVERTED TO TWO SHEETS NOT one in on this sheet,, Buitdi A Post Office Box 697
Ontario California 917e4 BY AGENCY GRANULAR MATERIAL CHANGED TO CAREFULLY PLACED Manager Of Engineering And adjust scales accordingly. 9400 Cherry Avenue. ny
Phone: 5 Checked 1 1995 T.W. N.C. UNWASHED SAND —JETTED Construction Management M Fontana, California 923.38 Rancho Cucamonga, California 91730 STANDARD D E T
n 909.491. 750 Date - 030 1 Telephone (909) 367-0241
REV. NO. DATE BY APRVD DESCRIPTION SHEET 9 OF 9 — MAN HC