HomeMy WebLinkAbout2960-4PIPE O.D. WIDTH OF DUCT
TRENCH WALLS MAY " ,-, 4" TYP. + $" EXISTING + 8" B �®
R SLOPED =III 5 III= NON-METALLIC 4 TYP. _ - - EXISTING
PIPELINE - 1 = NON-METALLIC
=III- MIN. I-1 1.5 PIPE DIA. 1 2" THICK ' -' 'L'
,,—,, , , / ❑❑ �- � PIPELINE
IIID I=I I (PIPE DIA.+ 8 MIN.) _I I EXPANSION EXISTING POWER ❑❑
INITIAL = III= 12 II • I= JOINT FILLER OR TELEPHONE ❑❑ _
BACKFILL .II (_) MIN. =II =II PIPE DIA./6 MATERIAL , 4e. DUCT a :1Jl= 4 d ll
-I 4 Q
:II IIII I I • (5 MIN.) 18" MAX. 560-B-3250 REINFORCED r 18" MAX. 1 /2" THICK
REINFORCED - - CONCRETE SUPPORT 4 �-
CONCRETE OR SLURRY -) I .. , �, I C CONCRETE _I ( Q1v `° . - =III s 4 PREFORMED = e
MIX 1000 P.S.I. MIN. =11 4 . .Q
( ) _ I= -
/o _ EXPANSION ���
:II +, I-1 PIPE DIA.
• `• -�� I--- --- I-- --- JOINT MATERIAL
r
BETWEEN PIPE A. M
CAREFULLY PLACED GRANULAR IIIII • .• a III- _I I ,• ,4 •< l I - - _ _ - _ _ AND CONCRETE
EMBEDMENT* COMPACTED = I I • • t. • -� `Op" 0� II'
:III o - • - . - PIPE DIA. f 4
PER SPECIFICATION -1IO O PIPE DIA./8 —I ( ; , ° _� ( 4„ I _III.
I_ ( MIN.) -I I III -III -I ► I 111=1 I i=1 �'
�o (4 MIN.) II .• — ---- - --- ---- - -
- — UNDISTURBEDZ„---,—
UNDISTURBED = �, �, I II„�I I I, �I I I� �I II I I� �I II EARTH Q
EARTH U
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. CASE
w SIDECRADLING CLASS A—IV
1-
CLASS A-111
CONCRETE ENCASEMENT NO SCALE
\ i• �./�. �\i� � , - :, % , ,. NOTES
" W , 1. WIDTH OF BEAM SHALL EQUAL O.D. + 8” OF SUPPORTED PIPE.
6 MIN. 6MI N. EXISTING C 0 2. IF SUPPORTED PIPE IS BEDDED IN CONCRETE, BEAM WIDTH SHALL BE EQUAL BEDDING WIDTH.
10 "MAX. 10"MAX CONDUIT TO U #4 BAR 3. IF BEAM IS PRECAST, ENDS OF BEAM SHALL BE FULLY BEDDED IN 420-C-2000 CONCRETE
j—,L 11 = r, ; . BE SUPPORTED w� (IF BEAM IS PRECAST } FOR LENGTH 'B'. THE BEDDING SHALL HAVE A MINIMUM THICKNESS OF 4". CLASS 'C' MORTAR
7a,
=11 --) I HAND PLACED I I : REINFORCEMENT - SHALL BE PLACED BETWEEN TOP OF BEAM AND SUPPORTED PIPE TO PROVIDE MINIMUM BEARING SHOWN.
I I ND PLACED �- N _z ( �- C SEE TABLE 4. THIS CASE IS PERMITTED ONLY IF THE TRENCH WALLS ARE FIRM AND UNYIELDING.
=I I COMPACTED BACKFILL -I I =I ( COMPACTED BACKFILL
/ / '- -- -- _ 5. MAXIMUM SPACING OF BARS SHALL BE 4" 0. C.
QV, =`II
B S BREINFORCED N ET E
PIPE DIA./6CONCRETE E B AM ( DIMENSIONS AND REINFORCEMENT)
CAREFULLY PLACED GRADED GRAVEL =) I �o o -� I m CAREFULLY PLACED GRADED GRAVEL =) I �� I MIN.
EMBEDMENT COMPACTED I I� I= EMBEDMENT COMPACTED - -
PER AGENCY'S STANDARD (I a o - PER AGENCY S STANDARD III 1 �� —— � !- 560 - B - 3250
SPECIFICATIONS �� � -I I PIPE DIA./8 SPECIFICATIONS � � ( PIPE DIA. /8
II CW O _ 1- (4" MIN.) 1 �a O _ I- (4” MIN.) REINFORCED
=1 I I—; .. I I—� --III—I I I I UNDISTURBED -11 I =; i i=111=� _=III=1 I I I CONCRETE BEAM
UNDISTURBED —„ —„—,�,—,�,—,�, �, �,_ EARTH ,, ,, ,,—„,—„,—=II
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 U
WITH A MINIMUM SAND EQUIVALENCE OF 30 AND OF EMBEDMENT. MIN. BEARING SHALL BE
SUCH SIZE THAT 90 TO 100 PERCENT WILL PASS 2, TRENCH SHORING &TRENCH WALL SLOPING SHALL BE IN CONFORMANCE WITH STATE OF CALIFORNIA 0.5 O.D. OF SUPPORTED �'`�
A NO. 4 SIEVE AND NO MORE THAN 5 PERCENT 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
( SEE TABLE }
a 960 ��
a
S
BEDDING DETAIL NOTES
"'-
-)
II I I�
IIID
1111
, s-
291 CL.
DEPTH OF 6' PIPE 8' PIPE 10' PIPE
DYER S ( MAX.) B( MIN. ) S ( MAX.) B( MIN. ) S ( MAX.) B( MIN. )
\/
PIPE
COVER
16'-1" TO 25'-0" 7,-0, 1,-6„ g,-0„ 2'-0„ 10,-6„ 2,-6„
0” TO 8'-0" 8s-111 TO 12'-0" 129-119 TO 161-0"116'-l" TO 20' -O"20' -l" TO 25'-0"
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
1,-6" 10"
#4
1'-6"
101/2„
#4
1'-611
4'-1"
TO
5'-0"
8"
#4
1'-6"
91/2"
#4
1'-6"
11"
#4
1'-6" 12"
#4
1'-61'
121/2"
#5
1'-611
5'-1"
TO
6'-0»
9"
#4
1'-6"
11"
#5
1,-6„
121/2"
#5
1'-6„ 131/2"
#5
2'-0" 141/2„
#5
2,-0„
6'-1 "
TO
7'-0„
1 O"
#5
11'-6"
121/2 1#
#5
2'-0"
141/211
#5
2'-0" 151T2"
#5
2'-0"
161 /2"
#6
2'-0„
7'-1"
TO
1
81-01
11"
#5
1,-6„
14" 1
#5
21-09'
16"
#5
2,-0„ 171/2„
#6
2'-6"
19"
#6
29-611
81-113
TO
9'-0"
121/2"
#5
2'-0"
151/2"
#6
2'-9"
171/2"
#6
2'-6" 191/2"
#6
2'-6"
21 "
#6
2'-6"
9'-1"
TO
10,-0„
131/2"
#6
2'-0"
17"
#6
2'-6„
191T2"#6
4.
3'-0" 211 2"
#6
3'-0"
23„
#6
3'-0„
109-19'
TO
11 '-0"
141/2"
#6
2"-6"
181/2 "
#6
3'-0"
21 "
#6
3'-0" 231/2"l
#6
3'-0"
25"
#7
3'-0"
11'-1"
TO
12'-0"
151/2"
#6
2'-6"
20"1
#6
3'-0"
23"
#7
3'-6" 251/2"
#7
S-6"
27"
#7
3'-6"
12'-1"
TO
13'-0"
17"
#6
3'-0" 211/2"
#7
3'-6" 241/2'
#7
3'-6" 27172 "
#7
4'-0"
29"
#7
4'-0"
13'-1 "
TO
14'-0„
18"
#7
3'-0"
23"
#7
3'-6"
261 /2'
#7
4'-0" 291 2"
#7
4'-0"
311/211
#7
4'-0"
14'-1"
TO
15,-0"
19"
#7
3'-0"
25"
#7
4'-0"
28"
#7
4'-0" 311/2"
#7
4,-6"
3 1998 T.W. T. M.
BEDDINGLOAD PERIEUAA SPECIFIICATIONSNGED ON S BAND C
15'-1"
TO
161-0 It
201/2"
#7
3'-6"
261/2"
#7
4'-0"
30"
#8
4'-6„
Date
inch on orig,nal drawing. If
NOT, one inch on this sheet,
LOCATION MAILING ADDRESS
16'-1"
TO
17'-0"
211/2"
#7
3'-6"
28"
#8
4'-6"
CIVIL ENGINEER
ad'ust scales accordingly.
9400 Cherry Avenue, Building A Post Office Box 697
STANDARD DETAILS — SHEET 4 F 4
17'-1"
TO
18'-0"
221 2"
#8
4'-0"
291/2"
#8
4'-6"
FOR INLAND EMPIRE UTILITY AGENCY
" "
Q 1
Fontana, California 92335 Rancho Cucamonga, California 91730
Telephone (909) 357-0241
BEDDING AND PIPE SUPPORT D ETA I LS
DRAWING NO.
a 960 ��
a
DI KL DISTRICT'S STA A I n
DISTRICTS STANDARD -
SPECIFICATIONS FOR PIPE �) I II
BEDDING AND TRENCH III
BACKFILL
IIS
-� �
BEDDING DETAIL NOTES
"'-
-)
II I I�
IIID
1111
, s-
291 CL.
DEPTH OF 6' PIPE 8' PIPE 10' PIPE
DYER S ( MAX.) B( MIN. ) S ( MAX.) B( MIN. ) S ( MAX.) B( MIN. )
\/
' " ' " " " ' ' "
0 TO 8 -0 11 -0 1 -6 139-6" 11-6#9 16'-6" 2 -0
8' 1" TO 16'-0" 8'-0" 1'-6" 10'-0" 2'-0" 12'-0" 2'-6"
16'-1" TO 25'-0" 7,-0, 1,-6„ g,-0„ 2'-0„ 10,-6„ 2,-6„
�I III
�IIII a p IIII,
B
CASE 2
is
DUCTILE IRON PIPE
NO SCALE
SECTION C
- C
BEDDING D
REINFORCED CONCRETE BEAM
FOR 4" TO 24" I.D. PIPE - NO SCALE
—a — —� —
III=IIIIIIIIIIIII�IIIIIIII r,IIIII�III=
NO SCALE
PIPE SUPPORTS — GEIWEI�I�tL
IwI�TES
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
E
NOTES:
OD. + 8! LIN.
USE OF CASE 3 PIPE SUPPORT DETAIL.
4'
1. MATERIAL FOR COMPACTED BACKFILL WILL CONSIST OF SUITABLE JOB EXCAVATED MATERIALS, IMPORTED
SOILS,
i
AND TRENCH BACKFILL. THE TRENCH SHALL THEN BE BACKFILLED TO 12 INCHES OVER THE CONDUIT WITH CLEAN,
W
JOINT (IF NEEDED TO EXTEND PIPE)
r r
I=1 I=1
ALL NON-METALLIC CROSSING PIPELINE AND
DUCTILE IRON
0
BACKFILL. SLAG, PEA GRAVEL, CRUSHED ROCK, OR OTHER ALTERNATIVE MATERIALS
IIS MINIMUM 90% g5` II_II�
)
CONTINUOUS
W
EXIST. CONCRETE,
R.C., DUCTILE IRON,
` f MIN.
RELATIVE I=�
2. COMPACTION UNDER THE STREET AND STRUCTURES SHALL BE 95%.
PIPE
iL
OR CLAY PIPE
CONCRETE 1
SUPPORT DETAIL.
3'
AND HAUNCH AREAS OF THE BACKFILL.
_
a
3. ALL PIPELINES CARRYING RECLAIMED WATER SHALL BE CLEARLY MARKED BY PIPE
COLLAR -- �'Lie
BY PLACING
COMPACTION IIID
3.
r--
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
•...\ \,..•.
_I
MI ( SEE NOTE 2-�--
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.
�IIII IIID
..
�4'
SECTION E - E
4.
Illii
=III -
7. UNLESS OTHERWISE INDICATED, CONCRETE SHALL BE CLASS 420-C-2000.
CONCRETE �
BEDDING
FOR CLAY PIPE SEWERS,
SUPPORT SO AS TO INDUCE NO UNBALANCED FORCE.
CUT EXIST. PIPE AND JOIN
BACKFILL DETAIL_
I
COMPACTED BACKFILL II ITil=-1111
4,
S B
4' WITH TYPE 'D' JOINTS WITH
PLACED AND COMPACTED I=I (�
. ,-„-.,•.r- A ..I — ...,T.. =i i i _
I
ADAPTER RING, IF REQUIRED,
ON EACH SIDE OF TRENCH
ALLOWABLE SPANS AND MIN. REQUIRED BEARING FOR DUCTILE IRON PIPE
a 960 ��
a
DI KL DISTRICT'S STA A I n
DISTRICTS STANDARD -
SPECIFICATIONS FOR PIPE �) I II
BEDDING AND TRENCH III
BACKFILL
IIS
-� �
M I N I M U M 9U7
RELATIVE �
COMPACTION
"'-
-)
II I I�
IIID
1111
, s-
� OR REMOVE TO NEAREST
E JOINT BEYOND
./ .,, A CC
DEPTH OF 6' PIPE 8' PIPE 10' PIPE
DYER S ( MAX.) B( MIN. ) S ( MAX.) B( MIN. ) S ( MAX.) B( MIN. )
\/
' " ' " " " ' ' "
0 TO 8 -0 11 -0 1 -6 139-6" 11-6#9 16'-6" 2 -0
8' 1" TO 16'-0" 8'-0" 1'-6" 10'-0" 2'-0" 12'-0" 2'-6"
16'-1" TO 25'-0" 7,-0, 1,-6„ g,-0„ 2'-0„ 10,-6„ 2,-6„
a 960 ��
a
I I ( \IIT
I II I III
\/
�I III
�IIII a p IIII,
B
is
DUCTILE IRON PIPE
NO SCALE
I a 8 a �a 9
° a
IS IIIII
- a ° - ..
TIII � °— IIIA
- ° '
—a — —� —
III=IIIIIIIIIIIII�IIIIIIII r,IIIII�III=
PIPE SUPPORTS — GEIWEI�I�tL
IwI�TES
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
NOTES:
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
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_
PIPE
SUPPORT DETAILS
NO SCALE
EXHIBIT
7
APP VIED BY:
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
SCALE
INLAND EMPIRE UTIUTIESAGENCY
LO C K W O O D ENGINEERING COMPANY
SHEET N0.
4 1999
T.W. A.D.
CLARIFICATION OF BEDDING CLASS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL
APPROVAL SHOWN HEREON AND CARRIED FORTH INA
Designed
APPROVED BY:
A S SHOWN
Bar Scale shown below is onePROJECT
==
A Municipal Water District
USF B E S T W AY
NO.
F 5
4 0117-5 --
3 1998 T.W. T. M.
BEDDINGLOAD PERIEUAA SPECIFIICATIONSNGED ON S BAND C
PROJECT NO.
Date
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
Drawn
2 1997
T.W. A.D.
BEDDING MATERIAL CHANGED PER RMA — STD.
SHT. CONVERTED TO TWO SHEETS
DET.
Date
inch on orig,nal drawing. If
NOT, one inch on this sheet,
LOCATION MAILING ADDRESS
o� Gip
1 1995
T.W. N.C.
GRANULAR MATERIAL CHANGED TO CAREFULLY PLACED
CITY ENGINEER — CITY OF FONTANA
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT
Checked
CIVIL ENGINEER
ad'ust scales accordingly.
9400 Cherry Avenue, Building A Post Office Box 697
STANDARD DETAILS — SHEET 4 F 4
R.C.E. 51152
Date
UNWASHED SAND — JETTED
FOR INLAND EMPIRE UTILITY AGENCY
" "
Q 1
Fontana, California 92335 Rancho Cucamonga, California 91730
Telephone (909) 357-0241
BEDDING AND PIPE SUPPORT D ETA I LS
DRAWING NO.
REV. N0. DATE
BY APRVD
DESCRIPTION
D -412A-4
a 960 ��
a