HomeMy WebLinkAbout1881-17_2VOID BETWEEN
PIPE AND GROUNI
TO BE PRESSURE
GROUTED SOLID. -
uj
C3 V) z
LO 1:
C:) < -
= ZE
t3 m
u-
tA
uj
m
Ln
T_
m
(A
C>
10 LIJ
V)
Ln
,_ CID
LLJ
cn
v)
LLJ U -i
I
Or- CD
<
NOT TO SCALE
GENERAL NOTES
EW 33" V.C.P., MATCH INVERT
EVATION OF EXIST. 24" PIPE THE CONTRACTOR SHALL SUBMIT DRAWINGS TO THE ENGINEER OF JACKED
NOT U5EDmTHIS ONTRACT,, —BACKFILL X PIT BRACING CASING AND JACKING HEAD PROPOSED TO BE USED PRIOR
6 SEE SPECS 6 EXIST. 24" V.C.P. EXISTI NG CONCRETE TO STARTING EXCAVATION. ALL JACKING OPERATIONS SHALL BE PREFORMED
6" CONSTRUCTION GRADE HEART REDW LUMBER DIVERSION STRUCTURE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WQRKS
r I MIR. MIN.
of S
D AREA BETWEEN SK SKIDS SHALL EXTEND FROM 6 T OF BELL 7 INV. EL. 964.00 CONSTRUCTION". THE COORACTOR SHALL NOTIFY CALTRANS AND/OR THE
ENO 6" SHORT OF SPIGOT END OF RRIER PIPE. CITY OF ONTARIO SEVEN (7) DAYS PRIOR TO COMMENCING JACKING OR
RRIER AND CASING
-BELL LL BE SUPPORTED ABOVE SING. SKIDS 4 CONTINUOUS Q_ TUNNELING OPERATIONS.
IPE SHALL BE BACK >_ I RELOCATE
SHALL BE NDED TO CARRIER PIR USING A MINIMUM (TYP. OF 4)
1 :ET E
TUIRE
I EXIST. STOP,
FILLED WITH SAND. OF 4-1/2 STAINLESS STE BANDS PER PIPE
2. THE CONTRACTOR SHALL COMPLY FULLY WITH THE REQUIRMENTS OF
GATE TO NEW ;
JOINT. ALL BA CLIPS SHALL STAINLESS STEEL. SECTION 1717 OF THE CONSTRUCTION SAFETY ORDERS, STATE OF CALIF.
LOCATION
NOTE: BOTH N OF CASI SHALL BESEALED DEPARTMENT OF INDUSTRIAL RELATIONS, REGARDING THE DESIGN OF
-iORINGI
WITH 8" BR WOR NO/OR BULKHEADS. S1 AND THE INSPECTION OF SAME. WHERE THE SAID SECTION 1717
REOLUIRES THE SERVICE (OF A RGISTERED CIVIL ENGINEER IN THE STATE
OF CALIF. TO APPROVE DESIGN CALCULATIONS AND WORKING ORA INGS
2 STIRRU 3000 P,S.I.
NOTE: CARRIER PIPE & CASIN ENSIONS SHALL BE PS
CONCRETE
AT 12 0. C.
IA THE CONTRACTOR
AS SHOWN ON TABL EL REMOVE EXIST. CONC. TO FIT OF THE SHORING SYSTEMS OR' TO INSPECT SUCH SYSTEM,
33" PIPE. DRY PACK VOID AREA. I SHALL EMPLOY A REGISTERED CIVIL ENGINEER FOR THESE PURPOSES.
A
I A
CARRIER CA G CASI
S.S. BAND CL
J. INSTALL NEW STOP GATE Q� C)
(IN.) (IN.) A- NEW CHANNEL TO ACCOMODATE 33s' FTE Ln
PIPE DIA. P DIA. PIPE T NESS �01 REMOVE PORTION OF SHELF & FORM IMBEDDED FRAME
CONTRA 0
vi
\v NOT USE RACTE DETAIL z
27 51 5/8' 3" MIN. (TYP.) POUR AGAINST
HEART REDWOOD UNDISTURBED EARTH EXIS PIPE uj z
LUMBER SKIDS >
Lu < uj
CONN TION TO, DIVE ION _j Ln I-_
CD as >_ uj EXIST.'GRADE AT
CONCRETE ENCASEMENT DETAIL +=
WrRUCTURE DETAI SEWER LINE
NO USE NOT TO SCALE NOT TO SCALE 0% ui F-�
ul
L3 x
v) uj
BEND ALUMINUM 1-011 EXIST. 18 V.C.P. v) CONSTRUCTION NOTE,
OF METAL W1 1/2' POUR AGAINST S, x
:z Lu
ALUMINUM ANCHOR S CONTRACT UNDISTURBED EARTH PROVIDE TEMP. BYPASS
AT 24" O.C. WEL TO 6 BETWEEN EXIST. MANHOLES
)ET IL
THE OTHER SI S SHOWN :a 6 A T 12'� AP (T P EXISTING NHOLE (W/ PUMP &.DISCHARGE PIPING)
X * . .4. . ,
J,t j DURING INSTALLATION OF
-4 p NEW 54" PIPE 9 30" PIPE.
. . .. % +
IMB ED FRAME -TAIL 46 BARS CONT. TYP. F- .4 " . . . . I REMOVE
-4.
OF 10 -SPACED EVENLY As, CL: 6. EXIST. 241, V.C.P. EXIST.
NOT TO SCALE co 30,, PIPE
v-- __j
10� 2'-7"' LAP
SHOWN
P.V.C.' LINING
V.C.P.
3"MIN 42'
ALL SPICES. THE CONT. 0_ EXIST. 42
REINFORCEMENT SHALL 3"MIN moor—
npFIT'* off
SOF EXTEND A MIN. OF 12 CL -.1. - - .*. - " CL CONSTRUCT CONCRETE
F 'NA : -9. J. '' .- -
1__� 1 OR BRICK BULKHEAD
iA 6 AT 12 IN MANHOLE
INTO THE CAST IN
CORE DRILL HOLE AT MANHO E
30 0 PLACE BA F SECTIO S __j
OF THE SIPHON INLET III REINFORCED CONCRETE SHAFT TO FIT NEW PIPE Sl#�
ENCASEMENT 3000 P.S.I. CONC. EXIST. 151, V.P.C.
DRY PACK VOID AREA
SEE ENTRANCE AND OUTLET STRUCTURES. N
HAFT DETAIL
SECTION /0" �A CL:
ON DWG. C EXIST. 241, V.C.P.
-17 1�j - 6
NOT TO SCALE FORM NEW c� .1p
0 >;
.INVERT CHANNEL r__ C> C) W
Lf
NEW 33 PIPE
C) C) C) a LLJ
_j _j _j J CD
ui uj U.1 LLI u
-SPIGO T BELL
120" PRECAST REIN- NOT USE TH I CONTRACT
I" WELD STRIP 60' 4 OF 30" V.C.P.
T -LOCK FORCED CONCRETEII,�
1/2" IMIN. OVERLAP MANHOLE -SEE CLASS C BEDDING
1/2" MIN. STEEL BANDING PROFILE
N L
THIS DWG. 1_Q MA E CONNEC N DETAIL
3
PLAIN SHEET URNP
BEECH & J A
ALUMINUM OR
NOT TO SCAI E
STAINLESS STEEL
..: 3000 P.S.I. C� MANHOLE S�NSTRIJCTED PER FOLLOWING
SEWER
STOP -GATE `�CONCRETE BASE DETAIL: 54"RCP S FWE R
DONUT
INFLUENI 154" RC R CAST- I W- PLACE
N
CAST IN PLACE
PIPE I / \,)- - , MANHOLE \/1N1L-L?NED
__P
VC WELD 4:k 57 R 54"RCP CAST- 1W- PLACE.,(
241, V.C.P. \11WY- ONED
4
54" RCP SEWER
INSIDE OF PIPE 361, V.C.P.
co :�E I a 1�
J 14 %VIA I INSTALL NEW 30" PIPE,
OUTSIDE CORNER
11 (120" DIA.) STRIP IV PVC BY-PA55 — ABANDON- IN-PLACE
EXISTING CBMWD 30
!�TA. 99+9S
LI) SEWER
10" (96" DIA.) SECTION
8 " (84" DIA.) rB MH No. m
NOT TO SCALE 57R
STATION
1/2" MIN. STEEL /,,--EXISTING METERING
F
112" RAmnimr; rn rPFTF F11 I ARnVF
PIPE TO MATCH SHELF
3000 PSI
CONCRETE
BASE
PLAIN SHEET
DONUT
OUTSIDE CORNER
STRIP STA 73+1(
EL. 891.26
THIS DETAIL SHOWS THE TERMINATION OF THE in 5�
P.V.C. LINING AT THE INSIDE FACE OF ALL STRUCTURES.
if D m 1 14 P,V,C.-LI
120 It 184 & 96" MANHOLE DETAIL INFORCED CONCRETE PIP
NOT TO SCALE NOT TO SCALE
DESIGNED BY: M -P -P- PROJF-CT FNGINCER
T.W. 1/15/91
4\ "-AS- BUILT" DRAWIN6 A,4�10 (�> - I :E� -
"AS-13UILT" REVISIONS (PER BUTIER E G INEERING dWC, 4 244./90)) -T.W. 1/15/91 DRAWN BY: C. E. 1j. G. - S. T. C AEL ODEGRACZ 45 DATE
U? CONNECTION DETAIL CHANGES AND DVTAILS EXCL DE Rom
,,,T
,ACT S(JBMITI D BY
A- REVISED SIPHON MH STATIONS M.P.P. 11-10-89
4
CHECKED BY: W.F. SO
RLWSION DESCRIPTION BY DATE
WII-SON F. SO --R.C.E. No. 21651 DATE
ELEVATION (TYP.)
2_411 V.C.P.
STA, 7S+70.00
V
I
,-/
EL. 894.87
CASING PIPE
—16"FUEL
NOT
�ANGLE TO
VARY *
ADJUST
SLOPE OF
PIPE 600
MAX.
r. Kp"n
uj
C3 V) z
LO 1:
C:) < -
= ZE
t3 m
u-
tA
uj
m
Ln
T_
m
(A
C>
10 LIJ
V)
Ln
,_ CID
LLJ
cn
v)
LLJ U -i
I
Or- CD
<
NOT TO SCALE
GENERAL NOTES
EW 33" V.C.P., MATCH INVERT
EVATION OF EXIST. 24" PIPE THE CONTRACTOR SHALL SUBMIT DRAWINGS TO THE ENGINEER OF JACKED
NOT U5EDmTHIS ONTRACT,, —BACKFILL X PIT BRACING CASING AND JACKING HEAD PROPOSED TO BE USED PRIOR
6 SEE SPECS 6 EXIST. 24" V.C.P. EXISTI NG CONCRETE TO STARTING EXCAVATION. ALL JACKING OPERATIONS SHALL BE PREFORMED
6" CONSTRUCTION GRADE HEART REDW LUMBER DIVERSION STRUCTURE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WQRKS
r I MIR. MIN.
of S
D AREA BETWEEN SK SKIDS SHALL EXTEND FROM 6 T OF BELL 7 INV. EL. 964.00 CONSTRUCTION". THE COORACTOR SHALL NOTIFY CALTRANS AND/OR THE
ENO 6" SHORT OF SPIGOT END OF RRIER PIPE. CITY OF ONTARIO SEVEN (7) DAYS PRIOR TO COMMENCING JACKING OR
RRIER AND CASING
-BELL LL BE SUPPORTED ABOVE SING. SKIDS 4 CONTINUOUS Q_ TUNNELING OPERATIONS.
IPE SHALL BE BACK >_ I RELOCATE
SHALL BE NDED TO CARRIER PIR USING A MINIMUM (TYP. OF 4)
1 :ET E
TUIRE
I EXIST. STOP,
FILLED WITH SAND. OF 4-1/2 STAINLESS STE BANDS PER PIPE
2. THE CONTRACTOR SHALL COMPLY FULLY WITH THE REQUIRMENTS OF
GATE TO NEW ;
JOINT. ALL BA CLIPS SHALL STAINLESS STEEL. SECTION 1717 OF THE CONSTRUCTION SAFETY ORDERS, STATE OF CALIF.
LOCATION
NOTE: BOTH N OF CASI SHALL BESEALED DEPARTMENT OF INDUSTRIAL RELATIONS, REGARDING THE DESIGN OF
-iORINGI
WITH 8" BR WOR NO/OR BULKHEADS. S1 AND THE INSPECTION OF SAME. WHERE THE SAID SECTION 1717
REOLUIRES THE SERVICE (OF A RGISTERED CIVIL ENGINEER IN THE STATE
OF CALIF. TO APPROVE DESIGN CALCULATIONS AND WORKING ORA INGS
2 STIRRU 3000 P,S.I.
NOTE: CARRIER PIPE & CASIN ENSIONS SHALL BE PS
CONCRETE
AT 12 0. C.
IA THE CONTRACTOR
AS SHOWN ON TABL EL REMOVE EXIST. CONC. TO FIT OF THE SHORING SYSTEMS OR' TO INSPECT SUCH SYSTEM,
33" PIPE. DRY PACK VOID AREA. I SHALL EMPLOY A REGISTERED CIVIL ENGINEER FOR THESE PURPOSES.
A
I A
CARRIER CA G CASI
S.S. BAND CL
J. INSTALL NEW STOP GATE Q� C)
(IN.) (IN.) A- NEW CHANNEL TO ACCOMODATE 33s' FTE Ln
PIPE DIA. P DIA. PIPE T NESS �01 REMOVE PORTION OF SHELF & FORM IMBEDDED FRAME
CONTRA 0
vi
\v NOT USE RACTE DETAIL z
27 51 5/8' 3" MIN. (TYP.) POUR AGAINST
HEART REDWOOD UNDISTURBED EARTH EXIS PIPE uj z
LUMBER SKIDS >
Lu < uj
CONN TION TO, DIVE ION _j Ln I-_
CD as >_ uj EXIST.'GRADE AT
CONCRETE ENCASEMENT DETAIL +=
WrRUCTURE DETAI SEWER LINE
NO USE NOT TO SCALE NOT TO SCALE 0% ui F-�
ul
L3 x
v) uj
BEND ALUMINUM 1-011 EXIST. 18 V.C.P. v) CONSTRUCTION NOTE,
OF METAL W1 1/2' POUR AGAINST S, x
:z Lu
ALUMINUM ANCHOR S CONTRACT UNDISTURBED EARTH PROVIDE TEMP. BYPASS
AT 24" O.C. WEL TO 6 BETWEEN EXIST. MANHOLES
)ET IL
THE OTHER SI S SHOWN :a 6 A T 12'� AP (T P EXISTING NHOLE (W/ PUMP &.DISCHARGE PIPING)
X * . .4. . ,
J,t j DURING INSTALLATION OF
-4 p NEW 54" PIPE 9 30" PIPE.
. . .. % +
IMB ED FRAME -TAIL 46 BARS CONT. TYP. F- .4 " . . . . I REMOVE
-4.
OF 10 -SPACED EVENLY As, CL: 6. EXIST. 241, V.C.P. EXIST.
NOT TO SCALE co 30,, PIPE
v-- __j
10� 2'-7"' LAP
SHOWN
P.V.C.' LINING
V.C.P.
3"MIN 42'
ALL SPICES. THE CONT. 0_ EXIST. 42
REINFORCEMENT SHALL 3"MIN moor—
npFIT'* off
SOF EXTEND A MIN. OF 12 CL -.1. - - .*. - " CL CONSTRUCT CONCRETE
F 'NA : -9. J. '' .- -
1__� 1 OR BRICK BULKHEAD
iA 6 AT 12 IN MANHOLE
INTO THE CAST IN
CORE DRILL HOLE AT MANHO E
30 0 PLACE BA F SECTIO S __j
OF THE SIPHON INLET III REINFORCED CONCRETE SHAFT TO FIT NEW PIPE Sl#�
ENCASEMENT 3000 P.S.I. CONC. EXIST. 151, V.P.C.
DRY PACK VOID AREA
SEE ENTRANCE AND OUTLET STRUCTURES. N
HAFT DETAIL
SECTION /0" �A CL:
ON DWG. C EXIST. 241, V.C.P.
-17 1�j - 6
NOT TO SCALE FORM NEW c� .1p
0 >;
.INVERT CHANNEL r__ C> C) W
Lf
NEW 33 PIPE
C) C) C) a LLJ
_j _j _j J CD
ui uj U.1 LLI u
-SPIGO T BELL
120" PRECAST REIN- NOT USE TH I CONTRACT
I" WELD STRIP 60' 4 OF 30" V.C.P.
T -LOCK FORCED CONCRETEII,�
1/2" IMIN. OVERLAP MANHOLE -SEE CLASS C BEDDING
1/2" MIN. STEEL BANDING PROFILE
N L
THIS DWG. 1_Q MA E CONNEC N DETAIL
3
PLAIN SHEET URNP
BEECH & J A
ALUMINUM OR
NOT TO SCAI E
STAINLESS STEEL
..: 3000 P.S.I. C� MANHOLE S�NSTRIJCTED PER FOLLOWING
SEWER
STOP -GATE `�CONCRETE BASE DETAIL: 54"RCP S FWE R
DONUT
INFLUENI 154" RC R CAST- I W- PLACE
N
CAST IN PLACE
PIPE I / \,)- - , MANHOLE \/1N1L-L?NED
__P
VC WELD 4:k 57 R 54"RCP CAST- 1W- PLACE.,(
241, V.C.P. \11WY- ONED
4
54" RCP SEWER
INSIDE OF PIPE 361, V.C.P.
co :�E I a 1�
J 14 %VIA I INSTALL NEW 30" PIPE,
OUTSIDE CORNER
11 (120" DIA.) STRIP IV PVC BY-PA55 — ABANDON- IN-PLACE
EXISTING CBMWD 30
!�TA. 99+9S
LI) SEWER
10" (96" DIA.) SECTION
8 " (84" DIA.) rB MH No. m
NOT TO SCALE 57R
STATION
1/2" MIN. STEEL /,,--EXISTING METERING
F
112" RAmnimr; rn rPFTF F11 I ARnVF
PIPE TO MATCH SHELF
3000 PSI
CONCRETE
BASE
PLAIN SHEET
DONUT
OUTSIDE CORNER
STRIP STA 73+1(
EL. 891.26
THIS DETAIL SHOWS THE TERMINATION OF THE in 5�
P.V.C. LINING AT THE INSIDE FACE OF ALL STRUCTURES.
if D m 1 14 P,V,C.-LI
120 It 184 & 96" MANHOLE DETAIL INFORCED CONCRETE PIP
NOT TO SCALE NOT TO SCALE
DESIGNED BY: M -P -P- PROJF-CT FNGINCER
T.W. 1/15/91
4\ "-AS- BUILT" DRAWIN6 A,4�10 (�> - I :E� -
"AS-13UILT" REVISIONS (PER BUTIER E G INEERING dWC, 4 244./90)) -T.W. 1/15/91 DRAWN BY: C. E. 1j. G. - S. T. C AEL ODEGRACZ 45 DATE
U? CONNECTION DETAIL CHANGES AND DVTAILS EXCL DE Rom
,,,T
,ACT S(JBMITI D BY
A- REVISED SIPHON MH STATIONS M.P.P. 11-10-89
4
CHECKED BY: W.F. SO
RLWSION DESCRIPTION BY DATE
WII-SON F. SO --R.C.E. No. 21651 DATE
ELEVATION (TYP.)
2_411 V.C.P.
STA, 7S+70.00
is"S
I
,-/
EL. 894.87
—16"FUEL
-10 11G
1 W
STA. 7S+80.00
X
EL. 04 �89 =4�7 w
.54" R.C.P.
16�ULL
Z�l 116 —
ALUMINUM OR STAINLESS STEEL PLAN I
"A!5m B U I LT
-DRAWING A,
DATE
ESS/
C. Wilson F. So
,-;� XT 0 91 em I
I /A \---TYPE IR t D I I STOP -GATE AND IMBEDDED FRAME- L -L I m
�2 REINFORCED 2 ARMCO, LEOPOLD OR APPROVED cc�
CONCRETE EaUAL. (TYP.) REGIONAL CONNECTION F-12 DETAIL C* R
ENCASEMENT x Exp. 36
SCALE: VERT, 1"=4'
SIPHON DETAIL HORIZ. lot =40' OF CPO�
NOT TOSCALE
PREPARED BY: APPROVED BY: SCALE: .17
SHEET -
AS SI-IOWN CHINO BASIN MUNICIPAL WATER DISTRICT,
WIIjSON F. SO & ASSOCIATES, INC. M6 .18 -
C.B. VD. PROJEe MANAGER DATE OF
16018 _RJSCOLA RD., �UITE 1, P.O. BOX 368 --7 ---- -----
APPLE VALLEY,ICALIF. 92307 WORK ORDERNO. DRAWING NO.
(619) 242-2365 1 FONTANA INTERCEPTOR RELIEF SEWER PHASE I I
1510 SIPHON AND MISCELLANEOUS DETAILS C -16---
D-4573-17