HomeMy WebLinkAbout2834-4PIPE O.D. WIDTH OF DUCT
WALLS MAY + 8" EXISTING + 8" - B TRENCHLL 5 4" TYP. NON-METALLIC 4" TYP. EXISTING
BE SLOPED =III III= - 1.5 PIPE DIA. PIPELINE - NON-METALLIC
III- MIN. I=1 , , , , , 1 2" THICK I ❑❑ ' - PIPELINE
=11 (PIPE DIA.+ 8 MIN.) = EXPANSION EXISTING POWER ❑❑
_III I=1—I I JOINT FILLER OR TELEPHONE ❑❑
INITIAL - 11= 12 I I- MATERIAL DUCT
BACKFILL =III 1=1_ MIN. =I I :„ :'�� _� I PIPE DIA./6 ° as a : 1TI11 a . a ° a aq '
=1 (11 IIT (5 MIN. �►
I ( ,_ ) 1$ MAX. 560-B-3250 REINFORCED-= - . a. 18 MAX. 1 /2 THICK
REINFORCED - ° ° �, _I I CONCRETE SUPPORT a .
CONCRETE OR SLURRY =11 ' d ° . III= CONCRETE -I' -I I Q _ : d. PREFORMED _ 4 -�
MIX (1000 P.S.I. MIN.) :) I I ,.: ' QQ- d ° $ I III = : \ � I i EXPANSION NTMATERIAL -
° ° 4 -I I a° v° -I I JO E
=III 1-1 PIPE DIA.
BETWEEN PIPET 111
=1) a ((I= I I �- AND CONCRETES i I li
CAREFULLY PLACED GRANULAR :1111 • ° a� ;� I — — —
EMBEDMENT* COMPACTED =1I �..., III= I I :•., ;• ' —I vV_ -°V o Llr
=III o PIPE DIA./4 IAS—'I��II I Il�l��r�
PER SPECIFICATION =1 I �� o o (I i- PIPE DIA./8 -I I , ' : �_ (4" MIN.)
AII�o�o 1=1 (4 MIN.) —
_
UNDISTURBED .— ,�,I�I,�,—,�,�I - UNDISTURBED - I -III -III -III -III -III -I B
EARTH —iii—iii—iii—iii—iii—iii—iii—iii—i i r EARTH
LOAD FACTOR: 2.7 LOAD FACTOR: 4.5
NOTE: THIS TYPE OF CONSTRUCTION REQUIRES THE CONCRETE TO EXTEND NOTE: THIS TYPE OF CONSTRUCTION SHOULD BE DESIGNED BY
FROM THE PIPE TO THE TRENCH WALL. CAUTION: NOT RECOMMENDED A REGISTERED STRUCTURAL ENGINEER, AND MAY YIELD SECTION B—B
WHERE NATIVE SOILS ARE EXPANSIVE. HIGHER LOAD FACTORS THAN INDICATED.
CLASS A-111 - SIDECRADLING CLASS A -IV
CASE 1
NO SCALE
CONCRETE ENCASEMENT
NOTES
i w% 1. WIDTH OF BEAM SHALL EQUAL O.D. + 8" OF SUPPORTED PIPE.
6"MIN. 6"MIN. EXISTING C 0 2. IF SUPPORTED PIPE IS BEDDED IN CONCRETE, BEAMWIDTH SHALL BE EQUAL BEDDING WIDTH.
10"MAX. 10"MAX. CONDUIT TO U i #4 BAR 3. IF BEAM IS PRECAST, ENDS OF BEAM SHALL BE FULLY BEDDED IN 420-C-2000 CONCRETE
BE SUPPORTED Wa (IF BEAM IS PRECAST) FOR LENGTH 'B'. THE BEDDING SHALL HAVE A MINIMUM THICKNESS OF 4". CLASS 'C' MORTAR
(L REINFORCEMENT - SHALL BE PLACED BETWEEN TOP OF BEAM AND SUPPORTED PIPE TO PROVIDE MINIMUM BEARING SHOWN.
HAND PLACED �= N z HAD I CE (= N 4. THIS CASE IS PERMITTED ONLY IF THE TRENCH WALLS ARE FIRM AND UNYIELDING.
_) ( COMPACTED BA CKFI LL I I -I I COMPACTED BA jK I
I I 1— I I i— 5. MAXIMUM SPACING OF BARS SHALL BE 4" 0. C.
Q�•�- I- III ��� i-,
=1 I B S B
oc� I= PIPE DIA./6 REINFORCED CONCRETE BEAM (DIMENSIONS AND REINFORCEMENT)
CAREFULLY PLACED GRADED GRAVEL =I I �o o -� I m CAREFULLY PLACED GRADED GRAVEL =I I ;III MIN.
EMBEDMENT COMPACTED I c�� I= EMBEDMENT , COMPACTED
PER AGENCY'S STANDARD _ o o - PER AGENCY'S STANDARD II II I �a � �— 560 - B - 3250 C
SPECIFICATIONS 1 I �� -i I PIPE DIA./8 SPECIFICATIONS I I oa'o o I I PIPE DIA./8 REINFORCED
II �o o 1= (4 MIN.) _ — — �- (4 MIN.) CONCRETE BEAM
UNDISTURBED I �, ; ;.ii, ;-III=„� �I I�—� �� I UNDISTURBED -III=� i=III—� — —I I I— —I
EARTH
EARTH
CLASS B CLASS C
LOAD FACTOR 1.9 LOAD FACTOR 1.5
* GRANULAR EMBEDMENT: NOTES
COARSE GRAINED NATIVE SOILS OR IMPORTED SAND 1. SLAG, PEA GRAVEL, OR OTHER ALTERNATIVE MATERIALS WILL NOT BE ACCEPTABLE IN LIEU OF GRANULAR J
WITH A MINIMUM SAND EQUIVALENCE OF 30 AND OF EMBEDMENT. MIN. BEARING SHALL BE U
SUCH SIZE THAT 90 TO 100 PERCENT WILL PASS 0.5 O.D. OF SUPPORTED N
A N0. 4 SIEVE AND NO MORE THAN 5 PERCENT 2. TRENCH SHORING 8c TRENCH WALL SLOPING SHALL BE IN CONFORMANCE WITH STATE OF CALIFORNIA PIPE
WILL PASS A NO. 200 SIEVE. DEPARTMENT OF INDUSTRIAL SAFETY REQUIREMENTS AND THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS.
#4 BAR
3. MATERIALS, EMBEDMENT, PLACEMENT AND COMPACTION OF GRANULAR EMBEDMENT* AND COMPACTED (IF BEAM IS PRECAST)
BACKFILL WILL CONFORM TO THE AGENCY'S STANDARD SPECIFICATION FOR PIPE BEDDING AND •
TRENCH BACKFILL. REINFORCEMENT
EE TABLE
IN ACCORDANCE WITH
DISTRICT'S STANDARD
SPECIFICATIONS FOR PIPE
BEDDING AND TRENCH
BACKFILL
S
0” TO
8'-0"
8'-1 "
TO 12'-0" 112'—l"
PIPE
COVER
TO 16'-0"
16'—l"
TO
20'-0"20'—l"
TO
25'-0"
SECTION C
- C
T
BARS
B
T
BARS
B
T
BARS B
T
BARS
B
T
BARS B
0"
TO
4'-0"
8"
#4
1'-6"
8"
#4
1'-6"
9"
#4
V-6"
10"
#4
1'-6"
101/2"
#4
1'-6"
4'-1 r'
TO
5'-0r,
8"
#4
1'-6"
91/2"
#4
1,-6ff
11 rf
#4
9
1'-61
12"
#4
V-6"
121/2111
#5
19-619
59-199
TO
6'-0"
911'
#4
1'-6"
11"
#5
1'-6"
121/21
#5
1'-6"
1,31/2 ps
#5
2'—O»
141/2»
5
2'—O»
69-1"
TO
7,—Off
10"
#5
1,-699
121/2"
#5
99
2'-0
141/2"
#5
2'-0"
151;2"
#5
2'-0»
161/2
#6
12'—O»
79-1"
TO
8'—O»
11-
#5
9
1 0-69
14"
#5
2'-0"
16"
#5
2,_019
171/2 111
#6
2'-6»
19"
#6
2'-6»
8'_111'
TO
9'-0"
121/2"
5
2'-0"
151/2"
#6
2'-6"
1717?
#6
2'-6"
191 2"
#6
2'-6»
21"
#6
2'-6»
9'—l"
TO
10'-0"
1,31/2"
6
2'-0"
17"
#6
2'-6"
191/2"
#6
3'-0"
211/2'9#6
3'-0»
23»
#6
311-0»
10'-1 "
TO
11'-0"
1417?
#6
2'-6"
181/2"
#6
3'-0111
21 "
#6
3'-0"
231 2"
#6
3'-01f
25»
#7
311-019
1it— 1 "
TO
12'-0"
151/2"
#6
2'-6"
20"
#6
3'—Orf
23"
#7
3'-69f
251/2 111
#7
3'-6»
27"
#7
S-6»
12'-1"
TO
13'-0"
17"
6
3'—Orf
211/2,,
#7
0
3'-69
241/2"#7
311-6"
27T/2 so
#7
4,-0"
29"
#7
411—Orf
13'- 1It
TO
14r'-0»
18»
#7
»
3$f —Off
»
23"
#7
»
3f11-6ff
261/2
O
#7
»
4r11—Off
»»
291 2Ir
#7
49-03"'311/2
#7
f »
4'-0
19
14'- 1
TO
"
15"-0"
»
19",
#7
.39-099
25
#7
41-01'
28
#7
4 —0
31
#7
41-601
15'-1"
TO
16'-0"
201/2"
#7
3'-6"
261/2"
#7
4'-0"
30"
#8
4'-6"
16'-1 "
TO
17'-0»
211/2»
7
3'-6"
28"
#8
4'-6»
17'-1 "
TO
18'-0"
221/2"
#8
411-0"
291/211,
#8
411-61f
IN ACCORDANCE WITH
DISTRICT'S STANDARD
SPECIFICATIONS FOR PIPE
BEDDING AND TRENCH
BACKFILL
BEDDING DETAIL NOTES
(S )
2"CL-
OR REMOVE TONEARESTDEPTH
JOINT BEYOND
.,., r-� n c c z
OF W PIPE W PIPE 10' PIPE
COVER S ( MAX.) B( MIN. ) S ( MAX.) B( MIN. ) S ( MAX.) B( MIN. )
10 -off " ' » ' » ' » f »
0 p' TO 8'0" — 111 —6 13 —6 1 —6 16 —6 2 —0
8'-1" TO 169-091 8'-0" 1'-6" 10'-0" 2'-0" 12'-0" 2'-6"
f ff f » 111-09 f rf II -Opp f » f »
16 —1 TO 25 —0 71 —6 92 —0 10 —6 2'-6p'
CASE 2
SECTION C
- C
BEDDINGDETAILS
REINFORCED CONCRETE BEAM
FOR 4" TO 24" I.D. PIPE NO SCALE
—
NO SCALE
E
4"
4"
W
>
JOINT (IF NEEDED TO EXTEND PIPE)
DUCTILE IRON
CONTINUOUS OU !
EXIST. CONCRETE,
MI IMUM 90% (95%)'k
PIPE W
R.C., DUCTILE IRON,
4" MIN.
RELATIVE
CL
a
OR CLAY PIPE
TE
COLLAR
_ ,
COMPACTION 3
T
X\ '
>k(SEE NOTE 2)
�-
,�-
CONCRETE 4"
FOR CLAY PIPE SEWERS,
SECTION E - E
BEDDING
CUT EXIST. PIPE AND JOIN
B S B
WITH TYPE 'D' JOINTS WITH
COMPACTED BACKFILL
MPA ED ACKFAC'.TFn \
4'
4,
ADAPTER RING, IF REQUIRED,
ALLOWABLE SPANS AND MIN. REQUIRED BEARING FOR DUCTILE IRON PIPE
PI Arm1
nnII �er�W cine n� -Mf=Kfr�W
IN ACCORDANCE WITH
DISTRICT'S STANDARD
SPECIFICATIONS FOR PIPE
BEDDING AND TRENCH
BACKFILL
MINIMUM 90%
RELATIVE
COMPACTION
\ \
E
...,
OR REMOVE TONEARESTDEPTH
JOINT BEYOND
.,., r-� n c c z
OF W PIPE W PIPE 10' PIPE
COVER S ( MAX.) B( MIN. ) S ( MAX.) B( MIN. ) S ( MAX.) B( MIN. )
10 -off " ' » ' » ' » f »
0 p' TO 8'0" — 111 —6 13 —6 1 —6 16 —6 2 —0
8'-1" TO 169-091 8'-0" 1'-6" 10'-0" 2'-0" 12'-0" 2'-6"
f ff f » 111-09 f rf II -Opp f » f »
16 —1 TO 25 —0 71 —6 92 —0 10 —6 2'-6p'
�\\ DUCTILE IRON PIPE
a • a: <. \�//��///.�� \/�\/� \//,l� NO SCALE
.p
• v 9 i7
o -
I PIPE SUPPORTS — GENERAL NOTES
NOTES: 1. ALL CROSSING HOUSE LATERALS 10" AND SMALLER SHALL BE SUPPORTED 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 AS DESCRIBED IN THE DISTRICT'S DTANDARD SPECIFICATIONS FOR PIPE BEDDING
1. MATERIAL FOR COMPACTED BACKFILL WILL CONSIST OF SUITABLE JOB EXCAVATED MATERIALS, IMPORTED SOILS, AND TRENCH BACKFILL. THE TRENCH SHALL THEN BE BACKFILLED TO 12 INCHES OVER THE CONDUIT WITH CLEAN,
OR GRADED GRAVEL AS DEFINED IN THE AGENCY'S STANDARD SPECIFICATION FOR PIPE BEDDING AND TRENCH 2. ALL NON-METALLIC CROSSING PIPELINE AND CONDUITS WITH 18" OR LESS CLEARANCE, MOISTENED SAND (SAND EQUIVALENT OVER 30), BROUGHT UP IN LAYERS OF NOT OVER 6 INCHES AND MECHANICALLY
BACKFILL. SLAG, PEA GRAVEL, CRUSHED ROCK, OR OTHER ALTERNATIVE MATERIALS WILL NOT BE ACCEPTABLE. EXCEPT THOSE COVERED BY NOTE 1 ABOVE, SHALL BE SUPPORTED BY CASE 1 PIPE COMPACTED TO A RELATIVE DENSITY OF AT LEAST 90% WITH SPECIAL ATTENTION BEING GIVEN TO THE PIPE BOTTOM
2. COMPACTION UNDER THE STREET AND STRUCTURES SHALL BE 95%. SUPPORT DETAIL. AND HAUNCH AREAS OF THE BACKFILL.
3. ALL PIPELINES CARRYING RECLAIMED WATER SHALL BE CLEARLY MARKED BY PIPE COLOR PURPLE OR BY PLACING 3. ALL NON-METALLIC CROSSING PIPELINE AND CONDUITS NOT COVERED BY THE ABOVE 6. IF BEDDING IS REMOVED FROM THE EXISTING PIPE THAT WILL REMAIN IN PLACE, THE PIPE SHALL BE EMBEDDED
(PURPLE)
IN BACKFILL PURPLE IDENTIFICATION TAPE. SAID TAPE SHALL BE NOT LESS THAN ONE FOOT OR MORE THAN TWO 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.
FEET ABOVE TOP OF PIPE. 4. BACKFILL SHALL BE BROUGHT UP UNIFORMLY ALONG BOTH SIDES OF PROTECTED PIPE AND 7. UNLESS OTHERWISE INDICATED, CONCRETE SHALL BE CLASS 420-C-2000.
SUPPORT SO AS TO INDUCE NO UNBALANCED FORCE.
BACKFILL DETAIL
Ai -
PIPE SUPPORT DETAILS.A W I
NO SCALE � ,, .��
APPROVEDBY:
� � ,` �4top THESE RECORD DRAWINGS HAVE BEEN PREPARED,
IN
CITY BENCHMARK NO. 289 ! PARI ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
M. TACH! MONZAVI DAA; ELEVATION = 1031.22 RShUIVSiBLE FOR ANY ERRORS OR OMISSIONS WHICH
CML ENGINEER FOR ���� � r , HA AS AFRESULT THEREOF
BEEN INCORPORATED INTO THESE DOCUMENTS
RR SPIKE IN POLE NO. 61319 NE COR.
INLAND EMPIRE UTILITIES AGENCY OF SANTA ANA AVENUE AND
R.C.E. No. C49444 CATAWBA AVENUE l AZO OO
EXPIRES: 09-30-04
Under round Service AlertSHEETSHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA
a Esse L.D. KING, INC. TITLE FORREQUIRED IMPROVEMENTS NOT
SECTION 4216/4217 OF THE GOVERNMENT Q 2151 CONVENTION CENTER WAY Q JU RU P A AVENUE
Fow CODE REQUIRES A DIG ALERT IDENTIFICATION Qp,�RIgC T �`'SUITE 100B INLAND EMPIRE UTILITIES AGENGY COMMENCE WITHIN TWO YEARS OF THE
ONTARIO, CA 91764 DATE OF APPROVAL SHOWN HEREON DRAWN BY: 10" I E U A SCALE-
NUMBERA
BE ISSUED BEFORE A PERMIT TO � CCP ASSHOWN
909 937-0200
EXCAVATE WILL BE VALID �, ( ) INDUSTRIAL WASTE SEWER RELOCATION AND CARRIED FORTH IN A DILIGENT ON
ExN 6430 0, INDUSTRIAL WASTE SEWER RELOCATION
FOR YOUR DIG ALERT I.D. NUMBER CALL P `�. MANNER, THE CITY ENGINEER MAY DESIGNED BY: DATE:
UNDERGROUND SERVICE ALERT `�� C/ V %pj �-q C� I�too FOR JURUPA AVENUE REQUIRE REVISIONS TO THE PLANS TO T BEDDING DETAIL JUNE 2000
it 11 �� ��F N R.C.E. N o. 44226 BRING THEM INTO CONFORMANCE WITH CHECKED BY: APPROVED BY DTE: DRAWING NO.: 4
TOLL FREE 1-800-227-2600 ��� ,� �/ X 13 oI a� GA MICHAEL EXPIRES: 6-30-01 AT CITRUS AVENUE CONDITIONS AND STANDARDS IN EFFECT. nHM L� � It � 2834
TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION DATE ENGR. CITY DATE CITY ENGINEER R.G.E. No. 25126 4
LDK JOB #: 124-07 CW ?0705 D3315-4
11