HomeMy WebLinkAbout1881-17_1I
2"'k" CONSTRUCTION GRADE HEART REDWOOD L^BER
VOID B5jWEEN CASING SKID\SKIDS SHALL EXTEND FROM 6" SHOVDF BELL
PIPE ANNGROUND VOID ARE BETWEEN END 6" SHORT OF SPIGOT END F C IER PIPE.
.TO BE PREXSURE CARRIER NO CASING BELLS) LL BE SLI'PPORTED ABOV ING. SKIDS
GROUTED S 0. PIPE S LL BE BACK SHALL BE ANDED TO CARRIER PIP SING A MINIMUM
FILL WITH SANO, OF 4-1/2 DE STAINLESS ST BANOS PER PIPE
A E STA
JOINT. ALL B 0 CLIPS SH INLESS STEEL.
NOTE: BOTH E S OF C G SHALL BE SEALED
WITH 8 ICK K AND/OR BULKHEADS.
NM CARRIER PIPE & DIMENSIONS SHALL BE
CASING PIPE AS SHOWN 0 ABLE LOW
SED
SCON.T,RA IE CASING SING
S.S. BAND A . PIPE DIA. PI THICKNESS
(IN.) X)
VARY ANGLE TO 27" 5/\8 -
ADJUST SLOPE OF HEART REDWOOD
PIPE 600 MAX. LUMBER SKIDS
BEND ALUMINUM PIECE
OF METAL W1 1/2" 0 11-1/21
ALUMINUM ANCHOR BOLT-,'.)*_____
CKED CASING DET L AT 24" O.C. WELDED TO
THE OTHER SIDE AS SHOWN
NOT TO SCALE
IMBEDDED FRAME DETAIL
Z
uj
k-3
L3 W_
12Q
�SEE ENTRANCE
SHAFT DETAIL
I L-VIVIN
ill' (120" DIA.)
R 'PT' 01A.)
4, 01A.)
A? -
3000 PSI
CONCRE-TE
BASE
NOT TO SCALE
P.V.C. LINING
USED
c,Q. NTAL AA b V
3 It
/—PLAIN SHEET
DONUT
PVC WELD
OUTSIDE CORNER
STRIP
NOT TO SCALE NOT -TO SCALE
..... ... . . <
x
7211
CONSTRUCTION NOTE
EXIST, 181, V.C.P. x
POUR GAINST -off PROVIDE TEMP. BYPASS
UNDIST ED EARTH T
6" 12 PLUG BETWEEN EXIST. MANHOLES
E STING MANHOLE (W/ PUMP & DISCHARGE PIPING)
.P.
'9 --�t 6 AT 12'� P1 i TES'TING N
U5E DURING INSTALL�T ON OF
Z
C�sl NEW 54" PIPE & 30" PIPE.
T_ -
+ REMOVE
I r 4
A P (T
. -4
#6 BARS CONT TYP. A I v . .. . . . I IST.
. . 1 11 . - % C:) EXIST. V.C.P zE
. 4. 1 CONTRACT
OF 10 -SPACED EVENLY A 61! 3 is Pi H
SHOWN - 2'-7" LAP iY EXIST. 421, V.C.P.
CL 61 611 69 61
ALL SPICES. THE CONT. 3"mIN 4 2' 110�
3"N Low: -
CL I
REINFORCEMENT SHALL CONSTRUCT CONCRETE
CL
EXTEND A MIN. OF 12
OR BRICK BULKHEAD
INTO THE CAST IN :P 6 AT 12 IN MANHOLE
CORE DRILL HOLE AT MANHOLE
PLACE BASE SECTIONS Z _j cifiro
OF THE SIPHON INLET TYPE 1[ REINFORCE CONCRET SHAFT TO FIT NEW PIPE SIZEI EXIST. 15 V.P.c
ENCASEMENT 3000 S.I. CONC DRY PACK VOID AREA
AND OUTLET STRUCTURES.
SECTION A CL:
F EXIS�y. 24" V.C.P.
Z
OT TO SCALE 2 CHANNEL ca k 0 C>
to C> w
NEW 33" PIPE u -i (.6 t6 (3
cn cn
NOT USE _j __j i CD
.*%CD w uj w c_>
T ONTRACTzis
120" PRECAST REIN- 60'f OF 30" V -6.P.
FORCED CONCRETE,
CLASS C BEDDING
MANHOLE -SEE PA. RECT.4NGULAR
PROFILE
THIS DWG. MANHOLE CONNECTION DETAIL
ALUMINUM OR
STAINLESS STEEL EWER 3000 P.S.I.
STOP -GATE CONCRETE BASE
INFLUEN1
CAST IN PLACE
PIPE
24" V.C.P.
36', V.C.p.
Z.
co
SECTION
NOT TO SCALE 2
1/2" MINATEEL CONCRET ILL ABOVE
BANDI 361, V.C.P. PIPE TO M CH SHELF
P N SHEET
STA. 73+20.00
ED DONUT EL. 891.28
I E ER
-STA - 73+10.00
EL. 891.26
120" D
THIS DETAIL SHOWS E TERMINA N OF THE Al 5 4 " R. C. P.-
P.V.C. LINING AT INSIDE FACE 0 LL STRUCTURES.
Rv.C.-LINE
�OLE TAIL R FORCED - CONCRETE P1 E
Z NnT To scAl F
NOT TO SCALE
A? I
�A DRAWINGo, ELIMINATED DETAILS
" '1ACT,, REMO
I C "ON'T Sly GAT FM_ 01ye
14. CONN. ILS CNA DAMI
T
Al REVISED SIPHON MH STATIONS
DESCRIPTION
PROJECT ENGINEER
DESIGNED BY: _'m.p.p. �) (v -1 �;
--tv—
LE HAEL ODEGRACZ N 3445 DATE
T.W. 5 -?3-90 DRAWN BY: C.EIJ. G.1S. T. C
SUBMIT D 13Y
M.P,P. 11-10-89
H CKED BY:__W.F._._.S0_
BY DATE
WILSON F. SO R.C.E. No. 21651 DATE
BEECH & JURUPA
NOT TO SCALE
LLLVM1IUP4 i r. 1
241, V.C.P. STA, 75+70.00
EL, 894.87
L
Ak
rA �—TYPE ]IL B
2 REINFORCED 2
CONCRETE
ENCASEMENT
SIPHON DETAIL
NOT TO SCALE
PREPARED BY:
WIL90N F. SO & ASSOCIA'FES, INC.
16018 TUSCOLA RD., 5UITE 1, P.O. BOX 368
APPLE VALLEY, CALIF. 92307
(619) 242-2365
STA. 7S+80.00
EL. 894.89
DIA
�rl // S4" R.C.P.
ALUMINUM OR ST LESS STEEL
STOP -GATE AND DDED FRAME -
ARMCO, LEOPOLD OR PPROVED
EOLUAL. (TYP.)
STA. 99+
MH No. 7SR
mil
/Z1
_lS11S
KAI 11 mc7mm\,,000`
I v I U L� I—) L�.. FN FN I
16"FUEL
1011G
I W
C:)
SLAILE: VERT. 1"=4'
HORIZ. 1 $1 =40'
INSTALL NEW 30" PIPE
EXISTING CBMWD 30
SEWER
EXISTING METERING
STATION
k
k
"AS - b U I LT 'A'? -
DRAWING
v),
�9A rh'
SS/
<<,4\
Wilson F. So
6 No. C 21, 65t T,
ciyii
Exp.
OF 0
APPROVED BY: SCALE: ..SHEET _17-
z� AS SHOWN CHINO BASIN MUNICIPAL WATER DISTRICT
OF
C.B.M.W.D. PROJEef MANAGE*R DATE
WORK ORDERNO. FONTANA INTERCEPTOR RELIEF SEWER PHASE 11 DRAWING NO.
I
1510--5/0HR SIPHON AND MISCELLANEOUS DETAILS C-16
D - 45 7 3 -17-
NEW 33-0 V.C.P., MATCH INVERT
ELEVATION OF EXIST. 24" PIPE
T NGINEER OF JACKED
AHE CONTRACTOR SHALL SUBMIT DRAWINGS TO THE E
BACKFILL
PIT BRACING, CASING, AND JACKING HEAD PROPOSED TO BE USED PRIOR
6
SEE SPECS 6 # 0 NI\
EXIST. 24" V.C.P.-
EXISTI NG CONCRETE
TO STARTING EXCAVATION. ALL JACKING OPERATIONS SHALL BE PREFORMED
DIVERSION STRUCTURE
IN ACCORDANCE WITH THE - "STANDARD SPECIFICATIONS FOR PUBLIC WOLRKS
MIN.
INV. EL. 964.00
CONSTRUCTION". THE CONTRACTOR SHALL NOTIFY CALTRANS AND/OR THE
Its'.
CITY OF ONTARIO SEVEN (7) DAYS PRIOR TO COMMENCING JACKING OR
4 CONTINUOUS
F
--RELOCATE
TUNNELING OPERATIONS.
(TYP. OF 4
EXIST. STOP, 2.
THE CONTRACTOR SHALL COMPLY FULLY WITH THE REQUIRMENTS OF
GATE TO NEW
LOCATION
SECTION 1717 OF THE CONSTRUCTION SAFETY ORDERS, STATE OF CALIF.
DEPARTMENT OF INDUSTRIAL RELATIONS, REGARDING THE DESIGN OF
lik'
SHORING, AND THE INSPECTION OF SAME. WHERE THE SAID SECTION 1717
RECILUIRES THE SERVICE OF A RGISTERED CIVIL ENGINEER IN THE STATE
2 STIRRUPS
3000 P.S.I.
OF CALIF. TO APPROVE DESIGN CALCULATIONS AND WORKING DRAWINGS
A T 12 0. C.
CONCRETE
REMOVE EXIST. CONIC. TO FIT
I
OF THE SHORING SYSTEMS, OR TO INSPECT SUCH SYSTEM, THE CONTRACTOR
33" PIPE. DRY PACK VOID AREA.–/
I
I —
I
SHALL EMPLOY A REGISTERED CIVIL ENGINEER FOR THESE PURPOSES.
I T
I
0 -
REMOVE PORTION OF SHELF & FORM
NEW CHANNEL TO ACCOMODATE 3T' PIPE
INSTALL NEW STOP GATE Q�
Ln
I MBEDDED FRAME
I= CD
=:�
4
SEE DETAIL
Z:
1< V)
3 MIN. (T Y P.) POUR AGAINST
UNDISTURBED EARTH
EXIST. 24" PIPE
LO
Lj z
>
CONNECTION TO
DIVERSION
Lu
_j
"I
Ln.
< uj
XIST. GRADE AT
CONCRETE ENCASEMENT DETAIL
STRUCTURE
CD
+
ON
uj
SEWER LINE
DETAIL
0%
cr
.
c,Q. NTAL AA b V
3 It
/—PLAIN SHEET
DONUT
PVC WELD
OUTSIDE CORNER
STRIP
NOT TO SCALE NOT -TO SCALE
..... ... . . <
x
7211
CONSTRUCTION NOTE
EXIST, 181, V.C.P. x
POUR GAINST -off PROVIDE TEMP. BYPASS
UNDIST ED EARTH T
6" 12 PLUG BETWEEN EXIST. MANHOLES
E STING MANHOLE (W/ PUMP & DISCHARGE PIPING)
.P.
'9 --�t 6 AT 12'� P1 i TES'TING N
U5E DURING INSTALL�T ON OF
Z
C�sl NEW 54" PIPE & 30" PIPE.
T_ -
+ REMOVE
I r 4
A P (T
. -4
#6 BARS CONT TYP. A I v . .. . . . I IST.
. . 1 11 . - % C:) EXIST. V.C.P zE
. 4. 1 CONTRACT
OF 10 -SPACED EVENLY A 61! 3 is Pi H
SHOWN - 2'-7" LAP iY EXIST. 421, V.C.P.
CL 61 611 69 61
ALL SPICES. THE CONT. 3"mIN 4 2' 110�
3"N Low: -
CL I
REINFORCEMENT SHALL CONSTRUCT CONCRETE
CL
EXTEND A MIN. OF 12
OR BRICK BULKHEAD
INTO THE CAST IN :P 6 AT 12 IN MANHOLE
CORE DRILL HOLE AT MANHOLE
PLACE BASE SECTIONS Z _j cifiro
OF THE SIPHON INLET TYPE 1[ REINFORCE CONCRET SHAFT TO FIT NEW PIPE SIZEI EXIST. 15 V.P.c
ENCASEMENT 3000 S.I. CONC DRY PACK VOID AREA
AND OUTLET STRUCTURES.
SECTION A CL:
F EXIS�y. 24" V.C.P.
Z
OT TO SCALE 2 CHANNEL ca k 0 C>
to C> w
NEW 33" PIPE u -i (.6 t6 (3
cn cn
NOT USE _j __j i CD
.*%CD w uj w c_>
T ONTRACTzis
120" PRECAST REIN- 60'f OF 30" V -6.P.
FORCED CONCRETE,
CLASS C BEDDING
MANHOLE -SEE PA. RECT.4NGULAR
PROFILE
THIS DWG. MANHOLE CONNECTION DETAIL
ALUMINUM OR
STAINLESS STEEL EWER 3000 P.S.I.
STOP -GATE CONCRETE BASE
INFLUEN1
CAST IN PLACE
PIPE
24" V.C.P.
36', V.C.p.
Z.
co
SECTION
NOT TO SCALE 2
1/2" MINATEEL CONCRET ILL ABOVE
BANDI 361, V.C.P. PIPE TO M CH SHELF
P N SHEET
STA. 73+20.00
ED DONUT EL. 891.28
I E ER
-STA - 73+10.00
EL. 891.26
120" D
THIS DETAIL SHOWS E TERMINA N OF THE Al 5 4 " R. C. P.-
P.V.C. LINING AT INSIDE FACE 0 LL STRUCTURES.
Rv.C.-LINE
�OLE TAIL R FORCED - CONCRETE P1 E
Z NnT To scAl F
NOT TO SCALE
A? I
�A DRAWINGo, ELIMINATED DETAILS
" '1ACT,, REMO
I C "ON'T Sly GAT FM_ 01ye
14. CONN. ILS CNA DAMI
T
Al REVISED SIPHON MH STATIONS
DESCRIPTION
PROJECT ENGINEER
DESIGNED BY: _'m.p.p. �) (v -1 �;
--tv—
LE HAEL ODEGRACZ N 3445 DATE
T.W. 5 -?3-90 DRAWN BY: C.EIJ. G.1S. T. C
SUBMIT D 13Y
M.P,P. 11-10-89
H CKED BY:__W.F._._.S0_
BY DATE
WILSON F. SO R.C.E. No. 21651 DATE
BEECH & JURUPA
NOT TO SCALE
LLLVM1IUP4 i r. 1
241, V.C.P. STA, 75+70.00
EL, 894.87
L
Ak
rA �—TYPE ]IL B
2 REINFORCED 2
CONCRETE
ENCASEMENT
SIPHON DETAIL
NOT TO SCALE
PREPARED BY:
WIL90N F. SO & ASSOCIA'FES, INC.
16018 TUSCOLA RD., 5UITE 1, P.O. BOX 368
APPLE VALLEY, CALIF. 92307
(619) 242-2365
STA. 7S+80.00
EL. 894.89
DIA
�rl // S4" R.C.P.
ALUMINUM OR ST LESS STEEL
STOP -GATE AND DDED FRAME -
ARMCO, LEOPOLD OR PPROVED
EOLUAL. (TYP.)
STA. 99+
MH No. 7SR
mil
/Z1
_lS11S
KAI 11 mc7mm\,,000`
I v I U L� I—) L�.. FN FN I
16"FUEL
1011G
I W
C:)
SLAILE: VERT. 1"=4'
HORIZ. 1 $1 =40'
INSTALL NEW 30" PIPE
EXISTING CBMWD 30
SEWER
EXISTING METERING
STATION
k
k
"AS - b U I LT 'A'? -
DRAWING
v),
�9A rh'
SS/
<<,4\
Wilson F. So
6 No. C 21, 65t T,
ciyii
Exp.
OF 0
APPROVED BY: SCALE: ..SHEET _17-
z� AS SHOWN CHINO BASIN MUNICIPAL WATER DISTRICT
OF
C.B.M.W.D. PROJEef MANAGE*R DATE
WORK ORDERNO. FONTANA INTERCEPTOR RELIEF SEWER PHASE 11 DRAWING NO.
I
1510--5/0HR SIPHON AND MISCELLANEOUS DETAILS C-16
D - 45 7 3 -17-