HomeMy WebLinkAbout3540-18CARRIER PIPE,
SIZE AND MATERIAL
PER PLANS
3" MIN.
FILL IN VOID W/
BLOWN SAND
UNLESS NOTED
OTHERWISE ON --
THE PLANS.
STRAP (TYP.)
STEEL CASING
SIZE & STL. WALL
THICKNESS PER
PLANS
CARRIER PIPE
JOINT
r 2" MIN.
30'(TYP.j
FOR EACH LENGTH OF PIPE, 3' (0.90 M) LONG
4" X 4" SKIDS BEVELED AT BOTH ENDS SHALL BE
STRAPPED IN PLACE 3" FROM EACH END OF PIPE.
NOTCH SKID TO SEAT STRAP. STRAPS SHALL BE
316 STAINLESS STEEL.
NOTES:
1. CASING SHALL BE INSTALLED BY THE BORE, JACK AND/OR TUNNEL METHOD.
2. SIZE AND THICKNESS OF CASING SHALL BE AS SHOWN ON THE PLANS OR GREATER.
3. ALL STEEL CASING PIPE FIELD JOINTS SHALL BE WELDED FULL—CIRCUMFERENCE.
4. UNFINISHED 4"X4" REDWOOD SKIDS SHALL BE PROVIDED PER DETAIL ABOVE.
5. CARRIER PIPE SHALL BE PRESSURE TESTED FOR THE WATER LINE PRIOR TO
FILLING CASING.
6. UPSTREAM AND DOWNSTREAM ELEVATIONS OF CARRIER PIPE_ TO BE VERIFIED
PRIOR TO FILLING.
7. CONTRACTOR SHALL FURNISH ALL NECESSARY THRUST RESTRAINT DEVICES.
THE RESTRAINT DEVICES SHALL BE FURNISHED AND INSTALLED PER
THE CONSTRUCTION SPECIFICATIONS.
8. EACH END OF CASING SHALL BE SEALED WITH CONCRETE MORTAR.
9. THE VOID BETWEEN THE CASING PIPE AND THE CARRIER PIPE SHALL BE FILLED WITH
BLOWN SAND, UNLESS NOTED OTHERWISE ON THE PLANS.
STEEL CASING PIPE DETAIL
NOT TO SCALE
DIAL TOLL FREE
g 1-800-227-2600
a
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
3
N
AWWA CLASS E
BLIND FLANGE
FULL FACE GASKET
SUP -ON FLANGE,
UNLESS OTHERWISE
SHOWN. BOLT HOLES
TO STRME
t3(1/r *MAX)
t
COATING:�c -----
T
t
I.D.
PLATE
APPLY SYSTEM NO 7 EPDXY ON SURFACES NOT
COVERED BY GASKET. HOLD BACK EPDXY 1/4"
FROM GASKET
E1.
t3 SEE
TABLE
►l
OUTLET
R=2-1/8"
3/4" DIA BAR (2 0 12" OC)
Sa---r� TYP
3/8" MOTAR
LINING
t O.D. OF THIMBLE
(SEE TABLE)
PRIOR I
04 1
20
DRILL TAP
2 HOLES FOR
AIR -SOAP TEST
DRILL AND TAP i HOLE
FOR AIR -SOAP TEST
CEMENT MORTAR COATING
1-1/4" THICK, W1 2xW1 2
WWF REINFORCED
128+71.50 FM OUTLET
W
TLET/MAMAY DATA
OUTLET
NOM. SIZE
SCHEDULE
PIPE
t WALL O.D.
THICKNESS THIMBLE
COLLAR
W
DIMENSIONS
LENGTH "L"
L
OUTLET
COLLAR
I 1
WRAPPER
WHERE
EQ'D)
24" STD. 0.375 24" 12" SEE SPECS
3'-9"
Er STD. 0.28 6 5 8" 3" SEE SPECS
2'-3"
" STD. 0.237" 4 1/2" 2" SEE SPECS
7/01/03
I
T.O.
ADDED DETAIL 3.
REV.
DATE
BY
DESCRIPTION
AWWA CLASS E
BLIND FLANGE
FULL FACE GASKET
SUP -ON FLANGE,
UNLESS OTHERWISE
SHOWN. BOLT HOLES
TO STRME
t3(1/r *MAX)
t
COATING:�c -----
T
t
I.D.
PLATE
APPLY SYSTEM NO 7 EPDXY ON SURFACES NOT
COVERED BY GASKET. HOLD BACK EPDXY 1/4"
FROM GASKET
E1.
t3 SEE
TABLE
►l
OUTLET
R=2-1/8"
3/4" DIA BAR (2 0 12" OC)
Sa---r� TYP
3/8" MOTAR
LINING
t O.D. OF THIMBLE
(SEE TABLE)
PRIOR I
04 1
20
DRILL TAP
2 HOLES FOR
AIR -SOAP TEST
DRILL AND TAP i HOLE
FOR AIR -SOAP TEST
CEMENT MORTAR COATING
1-1/4" THICK, W1 2xW1 2
WWF REINFORCED
NOTES:
1. LENGTH `L" IS THE MINIMUM DISTANCE FROM CENTER UNE OF OUTLET TO ADJACENT JOINT OR END OF PIPE.
2. REINFORCING COLLAR OR WRAPPING PLATE ON MAIN UNE SHALL BE DESIGNED AND FABRICATED PER AWWA
M-11 DESIGN MANUAL
STEEL PIPE OUTLET/MANWAY DETAIL 2
Designed T.O. 6/20/03
Drawn L.E.G. 6/20/03
Checked T.O. 6/20/03
Date
NOT TO SCALE
SCALE: NTS
19* BACK WALL
48" O.D.x1/2" t
STEEL COLLAR
WELDED TO PIPE
OR DI FLANGE
RESTRAINED TO F
-36" DIA.
OUTLET
STA.
128+71.50 FM OUTLET
W
TLET/MAMAY DATA
OUTLET
NOM. SIZE
SCHEDULE
PIPE
t WALL O.D.
THICKNESS THIMBLE
COLLAR
W
DIMENSIONS
LENGTH "L"
L
OUTLET
COLLAR
I 1
WRAPPER
WHERE
EQ'D)
24" STD. 0.375 24" 12" SEE SPECS
3'-9"
Er STD. 0.28 6 5 8" 3" SEE SPECS
2'-3"
" STD. 0.237" 4 1/2" 2" SEE SPECS
2'-3"
Municipal Water
District
OrGhMM - ~QE" - sLANNW
NOT one i<Iah on thio cheat.
`:::
LOCATION
NOTES:
1. LENGTH `L" IS THE MINIMUM DISTANCE FROM CENTER UNE OF OUTLET TO ADJACENT JOINT OR END OF PIPE.
2. REINFORCING COLLAR OR WRAPPING PLATE ON MAIN UNE SHALL BE DESIGNED AND FABRICATED PER AWWA
M-11 DESIGN MANUAL
STEEL PIPE OUTLET/MANWAY DETAIL 2
Designed T.O. 6/20/03
Drawn L.E.G. 6/20/03
Checked T.O. 6/20/03
Date
NOT TO SCALE
SCALE: NTS
19* BACK WALL
48" O.D.x1/2" t
STEEL COLLAR
WELDED TO PIPE
OR DI FLANGE
RESTRAINED TO F
-36" DIA.
OUTLET
STA.
128+71.50 FM OUTLET
W
INV. 949.58
END
PIPE W/ 36"
C.I.
FLAP GATE
11'-0"
RSP SEE NOTES BELOW
6'-0" 10'
N EMBANKMENT SLOPE
NOTES:
1 • FOR SECTION VIEWS, DETAIL DIMENSIONS AND REINFORCEMENT DETAILS, SEE APWA
STANDARD PLAN 384-1.
2. RSP 1/4 -TON, 36" THICK MIN., METHOD A PLACEMENT, W/ FABRIC TYPE B. NO INNER
LAYER & BACKING. CONSTRUCT PER CALTRANS STD. SPECS SECTIONS 72 AND 88.
FORCE MAIN OUTLET
ENERGY DISSIPATOR DETAIL PLAN
NOT TO SCALE
PREPARED BY:
scALE
INLAND
EMPIRE UTILITIES AGENCY
Tettemer & Awocietee
AS SHOWN
o o n e u l t i n g e n 4 i n e e r e
Bar Scale shown below lo ono
inch onorigqanal drawin
ry,�
A
Municipal Water
District
OrGhMM - ~QE" - sLANNW
NOT one i<Iah on thio cheat.
`:::
LOCATION
MAiUNG ADDRESS
18 T§QHNCLC6Y DAIV§. IRVINE. CALIFCIINIA Gl11e
r.I c 24 e 1 . e. • e e n f..: (940, It o»
adjust tcaioo accordingly.
'
Building A
94l<�0 Cherry Avenue. n9
Post Office Box 697
. &No OF I,."QW-F.*%&a
on 1"
Fontana,
California 92335
Rancho Cucamonga,
Telephone
(909) 357-0241
California 91730
CHINO BASIN FACILITIES SHEET
IMPROVEMENT PROJECT M2
JURUPA BASIN FORCE MAIN 180E 19 SHTS
DETAILS DWG. NUMBER
Wo
neer , a 9nnl