HomeMy WebLinkAbout4312-244ALTERNATE LETTER
LOCATION
-- 1.1/2" LETTERS
IN 6"X 9" 60X
``—ALTERNATE LETTER
LOCATION
TOP VIEW
UUV LK L1L I AIL
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 4.30 LBS. THE COVER
SHALL HAVE TWO PICK HOLES.
aF ON
'
aw
PAPER
—�.
ROADWAY SHOULDER,
OPEN FIELD
ENTRANCE SHAFT DETAILS
CS
EE ENTRANCE SHAFT
DETAILS HEREON
NO SCALE
ROADWAY
;RETE
ACE
"' I �—•
ND B DIA. 2 EACH — 2
RINGS AS • LENGTHS VCP
I I- I '- '• LI I I I
REQUIRED— B DIA. �:. ' C EXITING - MANHOLE j I
12 MAIC., -o-4
ENTRANCE SHAFT
6" MIN. J.• � . , • : .
LOCATION AS DIRECTED I I
BY THE ENGINEER I
I • d I V
A . f ;• ALTERNATE A � 1 A
PRECAST
CONCRETE
MANHOLE
-=�1� __-' - t��' QLp
INLET r ���
4r
I ALL SHELVES TO i
HAVE COARSE— .'d
16" OR 32" BROOM FINISH O I' 4411°'
RINGS TOSEE ANHOLE
MAKE UP �k';: DIMENSIONAL DATA" -� D I , j
REQUIRED I
DEPTH
�: r I i
° It ° OTE I I 2 EACH - 2'
' I-- -4 LENGTHS VCP
I'. PPE : INVERT ELEVATIONS AS ENTERING MANHOLE
SLOPE
A. SHOWN ON PLAN AND I
SHELF
��2"/�-, PROFILE.
2" MIN.
PLAN
tl.•i' • .r '••. •'•,•. ~• . . •• -� •_• � NOTES
_ _-1 _L VARIABLE 1 . PRECAST MANHOLE SHALL CONFORM TO THE REQUIREMENTS
ti
—v— —\j—'4• �: OF A.S.T.M. 0478 AND BE DESIGNED FOR AASHTO H2O
3000 P.S.I. ,0„ MIN. -'::'t. LOADING
.� a •• :L _ {. � •
CONCRETEt
BASE 2. MATERIALS, EMBEDMENT, PLACEMENT, AND COMPACTION OF
E GRANULAR EMBEDMENT AND COMPACTED BACKFILL WILL CONFORM
TO THE AGENCY"S STANDARD SPECIFICATIONS FOR PIPE BEDDING
SECTION A --A AND TRENCH BACKFILL.
I E U A STANDARD SEWER MANHOLE, WITH ECCENTRIC CONE
NO SCALE
Consultant's
Logo
Designed
Drawn 2 1997 T.W. A.D.
Checked 1 1995 T.W. N.C.
Date
REV. NO. DATE BY APRVD
•'SPIGOT4 •
saozs�=d=dsj .
T -RIB
T -LOCK
{.o BELL
F_—='s=em--n
4 ^T -RIB
`'"�---1" WELD STRIP
1/2" MIN. OVERLAP
L-4" JOINT STRIP EACH SIDE OF AOINT
TYPE P-1 JOINT
,
1" WELD STRIP
1/2" MIN. OVERLAP
4': SPI�OT4 BELL . : q
T- 113 1 T -RIB
T -LOCK
L
1/2" MIN. OVERLAP
SPECIAL 4' EACH SIDE OF JOINT
FLAT WELD STRIP
TYPE P-3 JOINT
rvvE P-2 JOINT
FIELD JOINTS FOR T -LOCK LINED PIPE
NO SCALE
FIELD -�
MORTAR
1:3 MIX
3 4
�ff
.
M.N. " MALL
KEY WAY DETAIL FOR 5' OR
LESS DIAMETER MANHOLES
NO SCALE
7"
MANHOLE DIMENSIONAL DATA
MANHOLE
DIAMETER
TYPE
ff' 3 V.
FIELD..
.28.1/4
4 .
MORTAR
•1�f4 k•. . xk . • �„
12
1.3 MIX
- -
.
REINFORCED
k.
30"
5"
3%4
of A
PIPE DIAMETERS
TO 21
.k 2 i. !!
REINFORCED
-2/4 4
30''
4. ;
rq
6"
M.H. WALL
KEY WAY DETAIL FOR C' OR
GREATER
DIAMETER MANHOLES
36"
N O SCALE
MANHOLE DIMENSIONAL DATA
MANHOLE
DIAMETER
TYPE
A
B
C
D
E
PIPE DIAMETER
48"
REINFORCED
36"
30"
5"
41 ha
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 &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.
DIMENSIONAL TABLE
CURRENT CONSULTAI•!T SHM W.
12—
PROJECT NAME OF
PROJECT NO. ????? PROJECT NO.
STANDARD DETAILS xxxxxxx
SHEET 1 OF 2 - MANHOLE DETAILS DRAWING NO.
D-XXKX-X
a►. DACAM '-°°U,ft-,Su"ls'°",x, CITY OF FONTANA, CALIFORNIA
IEUAREVIslav" `�'f'��'�•'••- JURUPA AVENUE STREET IMPROVEMENTS
n �• SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL' ��,r SCwIE.
il.cz 7 �' • DR"' IEUA REFERENCE
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
HDR ENGINEERING, INC, DIAL T V0 WORKH13 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO � � , Dmm pfr• _ DAM
a• ;r a ..�, BEFORE DAYS BEFORE2880 MARKET STREET, SUITE 100 YOU DIG You DIG BRING THEM INTO CONFORMANCE WITH COND I T I ONS DETAILS i ! 2/5/2007
AND STANDARDS IN EFFECT. ,� Cts W �D'� MARK N0.: 244
RIVERSIDE CA 92501 TOLL eLI �� BY u�D MIRIKD SUNICE AUR o TK �,.*/07A09
(951) 320-7300 4 312 1 47
1:31:21 AM UFLTU5ER
SCALE
APPROVED Br:
AS SHOWN
INLAND EMPIRE UTILITIES AGENCY*
Date
Of Engineering And
=Ion Management
Par scale shown below Is one
inch original drawl if
an or
NOT one Inc on this a et.
adjust acalea accordingly,
*A Municlpal Water District
'rg ::. LOCATION MAJLING ADDRESS
8400 Cherry Avenue, Building A Post Office Box $97
Fontana, Cd fomra 92335 Rancho Cuu nonga. California 91734
Telephone (SOD) 357-0241
G MATERIAL CHANGED PER RMA — SM. DET.
ONVERTED TO TWO SHEETS
AR MATERIAL CHANOED TO CAREFULLY PLACEDManager
JEb — JETTED
DESCRIPTION
CURRENT CONSULTAI•!T SHM W.
12—
PROJECT NAME OF
PROJECT NO. ????? PROJECT NO.
STANDARD DETAILS xxxxxxx
SHEET 1 OF 2 - MANHOLE DETAILS DRAWING NO.
D-XXKX-X
a►. DACAM '-°°U,ft-,Su"ls'°",x, CITY OF FONTANA, CALIFORNIA
IEUAREVIslav" `�'f'��'�•'••- JURUPA AVENUE STREET IMPROVEMENTS
n �• SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL' ��,r SCwIE.
il.cz 7 �' • DR"' IEUA REFERENCE
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
HDR ENGINEERING, INC, DIAL T V0 WORKH13 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO � � , Dmm pfr• _ DAM
a• ;r a ..�, BEFORE DAYS BEFORE2880 MARKET STREET, SUITE 100 YOU DIG You DIG BRING THEM INTO CONFORMANCE WITH COND I T I ONS DETAILS i ! 2/5/2007
AND STANDARDS IN EFFECT. ,� Cts W �D'� MARK N0.: 244
RIVERSIDE CA 92501 TOLL eLI �� BY u�D MIRIKD SUNICE AUR o TK �,.*/07A09
(951) 320-7300 4 312 1 47
1:31:21 AM UFLTU5ER