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TRENCH WALLS MAY , ,
BE SLOPED II 5 11
=1ILII MIN. II
IN =III III I I� 120
=11111 IIID MMI.
CONCRETE OR SL.URR"
MIX (1000 P.S.I. MIN.) =1II I=1
.III :� III Be
-11 • •'%' ` •� r" . III=
CA'R'ERJLLY PLACEDGRANUtA1t =1II �' "� I T
EMBEDMENT* COMPACTED
PER SPECIFICATION -1I 0 co° ° 0°00 Cb IIII Bc/a
° - (40 MIN.)
UNDISTURBED=T71LIrT_I 1-11 -111 -11 11114���111���111����
EARTM
LOAD FACTIOIE 2.7
SIM- TM TY!'E OF CONSTMJC'TION REQUIRES THE CONICRET' r TO EXTEM
FROM THE PIPE TO THE TRENCH WALL CAUTION: NOT RECOMMENDED
WHERE NATIVE SOILS ARE EXPANSIVE.
CLASS A-111 — SIDECRADLING
r
VA A •. i �' • •
0000
* GRANULAR EMBEDMENT:
COARSE GRAINED HATM SMS OR UPOlCTED SAND
WITH A MINIMUM SAND EQUIVALENCE OF 30 AND Of
SUCH SIZE THAT 90 TO 100 PERCENT WILL PASS
A NO. 4 SIEVE AND NO MORE THAN 5 PERCENT
WILL PASS A SMO. 200 S9NL
COMPACTED BACKFILL —`
PLACED AND COMPACTED
IN ACCORDANCE WITH
DISTRICT'S STANDARD
SPECIFICATIONS FOR PIPE
BEDDING AND TRENCH
VACKFILL
9o�e
(4 MIN.)
1.5 Bc (-Be + 80 MIN.)
II •:
REINFORCED
=11 ti
CONCRETE 11
�+
A
f '•
UNDISTURBED �,;;''� II,;,_ ;,II
EARTii
LOAD FACTOR: 4.5
NOTE: THO TYPE OF CONSTRUCTION SHOULD K DENANLL M
A REGISTERED STRUCTURAL ENGINEER, AND MAY YIELD
HIG#!t LOAD FACTORS THIW INDICATM
CLASS A -IV
CONCRETE ENCASEMENT
EMBEDMENT * COMPACTED
PER SPECIFICATION
UFIICMSTU
EARTH
CLASS C
BEDDING DETAIL NOTES
t 0
QA
NO SCALE
90X (95x)'k
VIII,
RELATIVE
-1111 COMPACTION /
(SEE NOTE 2 )
MINIMUM 9d7i
�
RELATIVE
COMPACTION!
II III
=1 I=
a
III �� a III
Ll r=. I -I I I-1 11=LIE- L 1
X
1. MATEWAL FOR COVPACTED BACKFILL MI CONSOf SUffAIRLE JOB EXd4Vx P I My4TLl'lfAtS,
OR GRADED GRAVEL AS DEFINED IN THE DISTRICT'S STANDARD SPECIFICATION FOR PIPE BEDDING AND TRENCH
BACKFILL SLAG, PEA GRAVEL, CRUSHED ROCK, OR OTHER ALTERNATIVE MATERIALS WILL NOT BE ACCEPTABLE.
Z COMPACTION UNDER THE STREET AND SI JCTURES SHALL BE 95X
3. OR BY PLACM
IAtl�PIP'E tLL�h1E PURPLE IDENTIFCARRYM � TAPE. SAID TAP CLEARLY SHALL K9E MOT LESS�THA�t ONE PIPE ��IORE THAN TWO
FEET ABOVE TOP OF PIPE.
BACKFILL.. DETAIL
NO SCALE
CHINO BASIN MUMCIPAL WATER DI ICT WBERNARDINO COU
APPROVED
19A& 44&
07 APPROVED BY:
4
MANAGER OF ENGINEERINCVAND DATE
CONSTRUCTION "11040"T
LAND DEVELOPMENT ENGINEER
BENCH MARK:
w
1/2 EXPANSION
JOINT FILLER
MATERIAL
18" MAX.
E
Pim O.D.
NON-MEEM= 47
PIPELINE
ORISTM
PHONE
� DU(."f
560 B-3250 REINFORSWWORT
A low
CONIC-OR
SECTION 9-9
d� BAR
C P IlffhAM 0 MPSCDAW
REINIMORCEMENT
SM TADM
�.,
;_001
CASE 1
W SCALE
�7
1/20 THICK
PREFORMED
EXPANSION
JOINT MATERIAL
BETWEEN PIPE
AND CONCRETE
f-]
NON-METALLIC
Pi'a PIPELINE
t WIDTH OF BEAM SHALL ECX AL OM + r OF ED PP.
Z r SUrr *rrm PPE BEDDED IN COINC 1ffM BEAM WVrH SHALL MC&AL 1111�1 D 100 WOM4
a r BEAM 0 PRECASrT, ENDS OP BEAM SHALL BE FULLY BEUDED IN 420-0-2000 CONCRETE
FOR LENGTFI 'B'. THE BEDDING SHALL HAVE A WBVNuItJM TFNCKNESS OR W. CLASS 'C' MORTAR
SHALL BE PLACED BETWEEN PL TOP OF BEAM AND BIJrrORTED PTO- PRO'VEe MI�NMLJI�A BEARINCM SHOWK
46 THE CASE 0 PEF*A ONLY IF THE TRENCH WALLS ARS FF#A AND UNYIELDWQ
MAXNiAIJM SPACINCI OF BARS SHALL BE 4r 0. C.
S
ar PPE
1W
1. SLAG, PEA 4AMIno OR ORM ALTS *AWA MATEtW"
WILL K
JfAM 14 LIEU OF QW01"
EMBEDMENT.
COVER
13'-6" 1'-6'
16'-60
2. TRENCH STORING TR'ENW
WALL SLOPING SMI BE
IN
WITH STATE OF CJUFOMGA
DEPARTMENT OF INDUSTRIAL
SAFETY AND THE
NTS OF THE Pi4"T SPFEC T01ft
3. MATERIALS, EMBEDMENT,
PLACEMENT AND COMPACTION
OF GRANULAR
EMBEDMENT* AND COMPACTED
BACKFILL WILL CONFORM
TO THE DISTRIC!T'S STAND"
SPECIFICATION FOR PIPE BEDDOW AND
BEDDING DETAIL NOTES
t 0
QA
NO SCALE
90X (95x)'k
VIII,
RELATIVE
-1111 COMPACTION /
(SEE NOTE 2 )
MINIMUM 9d7i
�
RELATIVE
COMPACTION!
II III
=1 I=
a
III �� a III
Ll r=. I -I I I-1 11=LIE- L 1
X
1. MATEWAL FOR COVPACTED BACKFILL MI CONSOf SUffAIRLE JOB EXd4Vx P I My4TLl'lfAtS,
OR GRADED GRAVEL AS DEFINED IN THE DISTRICT'S STANDARD SPECIFICATION FOR PIPE BEDDING AND TRENCH
BACKFILL SLAG, PEA GRAVEL, CRUSHED ROCK, OR OTHER ALTERNATIVE MATERIALS WILL NOT BE ACCEPTABLE.
Z COMPACTION UNDER THE STREET AND SI JCTURES SHALL BE 95X
3. OR BY PLACM
IAtl�PIP'E tLL�h1E PURPLE IDENTIFCARRYM � TAPE. SAID TAP CLEARLY SHALL K9E MOT LESS�THA�t ONE PIPE ��IORE THAN TWO
FEET ABOVE TOP OF PIPE.
BACKFILL.. DETAIL
NO SCALE
CHINO BASIN MUMCIPAL WATER DI ICT WBERNARDINO COU
APPROVED
19A& 44&
07 APPROVED BY:
4
MANAGER OF ENGINEERINCVAND DATE
CONSTRUCTION "11040"T
LAND DEVELOPMENT ENGINEER
BENCH MARK:
w
1/2 EXPANSION
JOINT FILLER
MATERIAL
18" MAX.
E
Pim O.D.
NON-MEEM= 47
PIPELINE
ORISTM
PHONE
� DU(."f
560 B-3250 REINFORSWWORT
A low
CONIC-OR
SECTION 9-9
d� BAR
C P IlffhAM 0 MPSCDAW
REINIMORCEMENT
SM TADM
�.,
;_001
CASE 1
W SCALE
�7
1/20 THICK
PREFORMED
EXPANSION
JOINT MATERIAL
BETWEEN PIPE
AND CONCRETE
f-]
NON-METALLIC
Pi'a PIPELINE
t WIDTH OF BEAM SHALL ECX AL OM + r OF ED PP.
Z r SUrr *rrm PPE BEDDED IN COINC 1ffM BEAM WVrH SHALL MC&AL 1111�1 D 100 WOM4
a r BEAM 0 PRECASrT, ENDS OP BEAM SHALL BE FULLY BEUDED IN 420-0-2000 CONCRETE
FOR LENGTFI 'B'. THE BEDDING SHALL HAVE A WBVNuItJM TFNCKNESS OR W. CLASS 'C' MORTAR
SHALL BE PLACED BETWEEN PL TOP OF BEAM AND BIJrrORTED PTO- PRO'VEe MI�NMLJI�A BEARINCM SHOWK
46 THE CASE 0 PEF*A ONLY IF THE TRENCH WALLS ARS FF#A AND UNYIELDWQ
MAXNiAIJM SPACINCI OF BARS SHALL BE 4r 0. C.
CASE 2
REINFORCED CONCRETE BEAM
FOR 40 TO 24 I.D. PIPE - NO SCALE
on r UK
001
QRwC, Dl1CTiF'!O�l� CLAY PM ��a 1' LW
4� I �CLAY FPO .
CUT EXIST. AND .,oN
S B �
WITH TYPE ICY .ior4rs WITH
,' ADAPTEn wriq F ,
ON EACH SIDE of 1FIBNO1
OR FELAONE TO AENFiE8T
JONT BEYOND
CASE 3
arcrLe nor Pre
PIPE SUPPORTS —GENERAL NOTES
SECTION E — E
A' OWA" SPANS ASD W& rCR FXM FM
COVER
S
ar PPE
1W
PPE
S MAX. MIN.) s MAX. MIN.) s MAX.
B( MIN.
PIPE
COVER
13'-6" 1'-6'
16'-60
2'-0'
8'-1' TO 16'-0"
8'-00 1'-60
00 TO 8'-00 8'-1" TO 12'-0' 12'-10 TO 16'-0' 16'-10 TO 20'-0 0-1w TO 250—e
T BARS B T BARS B T BARS B T BARS B T BARS B
0
TO
4'-0
8
#4
1'-6"
Be#4
1'-6"
9
#4
1'-6"
104
1'-60
10 '4
9-681
4'-10
TO
5'-0'
8
#4
1'-6'
91 '
4
1'-6'
110
#4
1'-6'
120
#4
1'-6"
1211'
1'-6'
5'-1'
TO
6'-00
9'
1'-6'
110
#5
1'-60
121/2*
#5
1'-6"
131 2"
#5
2'-0"
141/'
#5
2'-00
6'-1'
TO
7'-00
10'
#5
1'-6"
21/2*.
#5
2'-0"
141/20
#5
2' -Ow
151/20
#5
2'-0"
161
d
20_00
7'-1'
TO
8'-00
110
#5
1'-6w
14
5
2'-0"
16'
S
2'-0"171
2'
#d
2'-6"
19d
20-60
80-1'
TO
9'-00
121/2*
5
2'-0"
151/20
d
2 -6w
171/2
#d
2'-6"
191/20
#d
20-6"
21
#d
2'-6
9'-1'
TO
10'-00
131 2
d
2' -Ow
17'
d
2'-6w
191 2
#6
3 -Ow
1 2
#d
3' -Ow
23
3'-0
10'-10
TO
11'-0"
14172-0
d
20_601
81 2w
#6
3'-0"
21 "d
3'-0"
2
3' -Ow
25
T
3'-0
• w
11 -1
TO
• w
12 -0
151/2'
d
• w
2 -6
w
20
d
w
3'-0
w
23
#7
• w
36-6m
51 2
T
• w
3 -6
2
T
• w
3 -6
12'-1 "
TO
13'-0'
170
d
3'-0"
211/20
#7
3'-6"
241/2"7
3 -6
27
4' -Ow
29
#7
4'-00
13'-10
TO
14'-0"
1807
3'-0"
2307
3 -6"
261/2'm
7
4 -0"
91/20
#7
4' -Ow
11/20
#7
4'-00
14'-10
TO
15'-00
190
7
3'-0'
25"
#7
4' -Ow
28"
7
4-0
11 27
15'-10
TO
16'-00
201120
T
3'-6"
261/20
4'-0"
30"
#8
4'-6"
16'-10
TO
17'-0'
211/2'
#7
3'-6w
28"
#8
4'-6w
17'-1'
TO
18'-0'
22 2
4'-0"
2
4'-6
CASE 2
REINFORCED CONCRETE BEAM
FOR 40 TO 24 I.D. PIPE - NO SCALE
on r UK
001
QRwC, Dl1CTiF'!O�l� CLAY PM ��a 1' LW
4� I �CLAY FPO .
CUT EXIST. AND .,oN
S B �
WITH TYPE ICY .ior4rs WITH
,' ADAPTEn wriq F ,
ON EACH SIDE of 1FIBNO1
OR FELAONE TO AENFiE8T
JONT BEYOND
CASE 3
arcrLe nor Pre
PIPE SUPPORTS —GENERAL NOTES
SECTION E — E
A' OWA" SPANS ASD W& rCR FXM FM
COVER
e� PPE
ar PPE
1W
PPE
S MAX. MIN.) s MAX. MIN.) s MAX.
B( MIN.
00 TO 8'-0"
11'-0' 1'-6'
13'-6" 1'-6'
16'-60
2'-0'
8'-1' TO 16'-0"
8'-00 1'-60
10'-00 2'-00
12'-0'
2'-6'
16'-1' TO 25'-0w
7'-0' 1'-60
9'-00 2'-0•
10'-a0
2'-a'
1. ALL CROSSING HOUSE LATERALS 10" AND SMALLER SHALL BE BY 5. CROSSING METALLIC CONDUITS 3 INCHES (NOMINAL SIZE _AND LARGER SHALL BE BACKFILLEDTO 2'-0' BELOW THE
USE OF CASE 3 PIPE SUPPORT DETAIL CROSSING CONDUIT WITH MATERIALS ASDESCRIBED IN THE DISTRICT'S DTANDARD SPECIFICATIONS FOR PIPE BEDDM
AND TRENCH BACKFILL. THE TRENCH SHALL THEN BE BACKFILLED TO 12 INCHES OVER THE CONDUIT WITH CLEAN,
L ALL NON -MEI 7� = CROSSING PIPELINE AND WITH 18" OR LESS CLEARANCE, MOISTENED SAND (SAND EQUIVALENT OVER 30), BROUGHT UP IN LAYERS OF NOT OVER 6 INCHES AND MECHANICALLY
EXCEPT THOSE COVERF
n 8Y W4i 1 ABOVE, SHALL BE SUPPDXTW BY CASE i POE COMPACTED TO A RELATIVE DENSITY OF AT LEAST 90x WITH SPECIAL ATTENTION BEING GIVEN TO THE PIPE BOTTOM! Ess/®�
SUPPORT DETAIL. AND HAUNCH AREAS OF THE BACKFILL. OIR K I- A
3. ALL N04 -METALLIC PIPELINE AND NOT 1?f THE ADMt. IF BEDDMNG Is FROM THE EXIS'TTIG PIPE THff WLL REQ IFI PLACE. THE PIPE SHALL BE ���'
NOTES 1 OR 2 SHALL BE SUPPORTED BY THE USE OF CASE 2 PIPE SUPPORT DETAIL WITH CONCRETE AT NO EXTRA COST TO THE AGENCY. ~AND 7. OF SPO 9�
ILL 4TH IAL IPE UNLESSPOC�ATED, C-43
`
SHALL. BE Cts! 420-0-2000. w = No. w92� z
4. BACKFSHALL BE UP Y ALONG 0
SUPPORT SO AS TO INDUCE NO UNBALANCE FORCE, E
3 /, 60
CIN OF FONTANA B.M. 578
RAILROAD SPIKE IN POWER POLE N0.
897925 (3) E. AT THE N.W. COR.
JURUPA do ALMOND AVE'S.
ELEV. 935.76 ( 1976 )
xp._.
�q �►�iv
PIPE. BU DE7:AILS �
OF CAL
THIENES ENGINEERING CITY OF F ANA. CALIFORNIA
CIVIL ENGINEERING. LAND SURVEYING
16800 VALLEY VIEW AVENUE
LA MIRAD , CALIFORNIA 90630
(714)521-4811 FAX:(714)521-4173DRAWN-51,
- _ J.P. STANDAFD PIPE ANDAS NOTED
THESE PLANS WERE I UND
THE SUPERVISION OF-- FOR
V7/.
S.L.T. 1316ww4.dw9
CHECKED BY: APPROVO;
)40�8Vp�DWc. No. 4
DESCRIPTION ENG. DATE CITY DATE4
e4e
HAIDOOK I. AG RCE N0. 43293 DATE H.I.A. Zr 7
cmr EnI R.c.. s1 a