HomeMy WebLinkAbout2894-18ALTERNATE LETTER
LOCATION
—
11/2 LETTERS
IN 6"X 9" BOX
TOP VIEW
"L, LRNATE LETTER
LOCATION
COVER DETAIL
3" LEVELING
RINGS AS
REQUIRED -
12 MAX.,
6 MIN.
16" OR 3
RINGS TO
MAKE UP
REQUIRED
DEPTH
3000 P.S.I.
CONCRETE
BASE
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 COVEF
SHALL HAVE TWO PICK HOLES.
12"
3000 P.S.I. CONCRETE
1--2„
12"
CEMENT
MnRTAR
-11 INLASPHALT
PAPER
ROADWAY SHOULDER
rf:f-ALTERNATE GROUND SURFACE ONLY IF
MANHOLE IS SPECIFIED TO BE BURIED12 »
AS� � I� � � I, � iI I Ii i i 3000 P.S.I. CONCRETE
REQUIRED 12 STREET SURFACE
I
a
12 12»
_ 30" CLEAR OPENING—
�
CEMENT
12ASPHALT PAPER MORTAR
WRAPPED
OPEN FIELD ROADWAY
ENTRANCE SHAFT DETAILS-
SEE ENTRANCE SHAFT
DETAILS HEREON
SEE "MANHOLE
IMENSIONAL DATA
7�
=d
� II
a
• 5
'• 6
PIPE
4.a
E II
.'i
F DIA.
'OF
FT.
v v a 7-1
V•
u v
e
v e v 1j ; a n
G ° e
_ e
c9„ MIN. v:
E
SECTION A -A
,1
NO,,
SCALE
ALTERNATE
PRECAST
CONCRETE
MANHOLE
2 EAC H — 2'
LENGTHS VCP
EXITING MANHOLE
ENTRANCE SHAFT
LOCATION AS DIRECTED
BY THE ENGINEER
A
INLET
ALL SHELVES TO
HAVE COARSE—
BROOM FINISH
NOTE
INVERT ELEVATIONS AS
SHOWN ON PLAN AND
PROFILE.
� 2" MIN.
T i NOTES
ti y.: SPIGOTy . y'� BELL �.
ti
T -RIB y T -RIB
1 " WELD STRIP
1 /2" MIN: OVERLAP
T-LOCK4" JOINT STRIP EACH SIDE OF JOINT
TYPE P-1 JOINT I
- ' SPIGOTy . y'y BALL
T -RIB ti
T -LOCK
TYPE P-2 JOINT
T -RIB
1 " WELD STRIP
-1/2" MIN. OVERLAP
•• ti y.: - • SPIGOTy .
T -RIB
y_ B ELL
y F T -RIB
T -LOCK �—SPECIAL 4"
FLAT WELD STRIP
TYPE P-3 JOINT
FIELD JOINTS FOR T -LOCK LINED
6°
FIELD 21/8 13/4
MORTAR 1 1+a t
1:3 MIX
11/4
L" k.
A f- i
13/4)) 21/2 k.
�-'M.H.'WALLF`
KEY WAY DETAIL FOR 5' OR
LESS DIAMETER MANHOLES
NO SCALE
2 EACH — 2'
LENGTHS VCP
ENTERING MANHOLE
VARIABLE 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.
E U A STANDARD SEWER MANHOLE WITH ECCENTRIC CONE
BENCHMARK: PER C.S.F.B. 4015/1230 APPROVED BY:
ELEVATION �= 1004.88
CHISELED a�� ON TOP OF CURB 66'M. TAGHI MONZAVI
WEST OF CHERRY AVE., 36' NORTH OF CIVIL ENGINEER FOR
SLOVER AVE. (BCR). INLAND EMPIRE UTILITIES AGENCY
RCE No. C49444, Exp. 09/30/06
Underground service Alert
SECTION 4216/4217 OF THE GOVERNMENT
ore Y CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG
REV.
JN 12414 City of Fontana
File: E:\dwg\12414\Cherry\12407ASI18.dwg 11/14/00
NO SCALE
S S BS
DATE:
L.D. KING, INC.
1)ocinc; Q�FESS/LSUITE
2151 CONVENTION CENTER WAY
FRF, l ONTAR O,OCA 91764
c� (909) 937-0200
No. 16434y
Exp. 6/30/05
.00 o� 4_17_0�
FOFCP% CAR . FREA
AVR.C.E. No. 16434 DATE
REVISION DESCRIPTION DATE ENGR. CITY DATE EXPIRES 6-30-05
INLAND EMPIRE UTILITIES AGENCY
STANDARD MANHOLE DETAILS
NO SCALE
7"
1/2" MIN. OVERLAP
EACH SIDE OF JOINT
PIPE
k. k bh I I k• .. k-
. /
12 8 13/4 _ k
FIELD 4
• h
k
1/
MORTAR 1 4
K k- /2
-------------------
1.3 MIX k
k
/ »
4 •
' 2 k »
k :4 11/4
214 2
MIN
-M . H . WALL
KEY WAY DETAIL FOR 6' OR
GREATER DIAMETER MANHOLES
NO SCALE
MANHOLE DIMENSIONAL DATA
MANHOLE
TYPE
A
B
C
D
E
PIPE DIAMETER
DIAMETER
48 "REINFORCED
36"
30"
5"
41/ "
8
6'-0"+
PIPE DIAMETERS
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
36"
30"
6"
6"
7'-0"+
* 42"
72"
REINFORCED
36"
30"
6"
6"
8'-0"+
PIPE DIAMETERS
45" 8c 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
SHOULD CONSTRUCTION OF THE
REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE
DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT
MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM .INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT.
COUNTY OF SAN BERNARDINO
APPROVED:
CHIEF, DESIGN DIVISION
CITY OF FONTAN7, CALIFORNIA -
CHERRY AVENUE
DRAWN BY: CHERRY AVENUE SEWER IMPROVEMENTS SCALE:
PS JURUPA AW. TO SLOVER AVE. DA s SHOWN
DESIGNED BY:
PS MAN DETAILS OCT Zoos
CHECKED BY: APP OVEDlooB DATE: DRAWING NO.: 1s
t?�LYCJ
sCN CI ENGINEER R.C.E. No. 51152 ��Lr
2894 19
Mylar: 10/17/03