HomeMy WebLinkAbout1881-18_1GROUND
A I -rr-'-'NATE LETTER
ON
1-1/2" LETTERS IN
6" x 9" BOX
_N 0 T E_:
MANHOLE FRAME COVER SHALL HE ALHAMBRA FOUNDRY TYPE
$9 1 v
A-1252 (48" M.1i.) OR TYPE A-1325 (60", 72 0 84'1 96,0 AND 12-0" M.H.)
OR LONG BEACH IRON WORKS TYPC 'X-10613 (48" M.H.) OR TYPE
X -106A (60", 72", AND 84" IlA.H.), OR APPROVED EQUAL.
FRAME AND COVER 0HALI_ HE BITUMINOUS COATED AND WEIGI I i
A MINIMUM OF' 540 POUNDS (48" M.H.) OR 680 POUNDS (60' 1
I. - 2 PICK.
72' 84", 96", AND 12-0" M/H.) THE COVER SHALL HAVE
12"
1_�_3000 P.S.I. CONCRETE
7z
TOP VIEW b..-'! . ... I i
COVER DETAIL . N.. . ".; ''..:
. b, *. "
CEMENT MORTAR -
ASPHALT PAPER
ROAD WAY SHOULDER
ALTERNATE GROUND SURFACE ONI-Y IF
MANHOLE IS SPECIFIED To BE BURIED
120) 12-" 3000 P.S.I. RETF
-STRCFr SURFACE
C111 (_'I.FAR OPFNING'\
30,
A
X,
CEMCN T MORTAR
x
b.
ASPHALT PAPER WRAPPED
OPEN FIELD ROADWAY
ENTRANCE SHAFT DETAILS
No r TO SCALE
13H AF F oE rAll-
SFE EN TR AN GE '3
THIS SFIF_�__T
EXISTING NON-METALIC
-PIPELINE
THICK PREFORMED
1/2
EXPANSION JOINT
MATERIAL BETWEEN
PIPE AND CONCRETE
CASE 1
NOT TO SCALE
PIPE O.D. EXISTING NON-METALIC WIDTH OF DUCT
-
PIPELINE 8
+
of
4 to TYP. EXISTING POWER OR - 4 TYP.
TELEPHONE DUCT
Goo
___1 2 THICK EXPANSIO onn
JOINT FILLER MATERIAL S
>
3000 P.S.I. CONC.------_ a 00 <
SUPPORT
-4
N
&A
SECTION B—B
NOT TO SCAI_E
HAND PLACED BACKFILL
GRANULAR MAT'L
UNDISTURBED
EARTH
GRANULAR MAT
UNDISTURBED
EARTH
DIA.
MANHOI.E DIMEN'S)IONAI_ DATA
TYPC A F3 D
MIN. BEARIN( 1 SHALL
-
3611
30" 1� of 4 1 /811
RF__ 1/2 O.D. OF
NON -R0NF.
150
c
SOPPORTED PIPE
REINF.
36
4
72"
REINF.
r.. I
156),
?
9 1/2
PIPE 0 D. 1-8"
S. 1. -
3000 P.,
c
(3 It of
SEC DF'FAII-
CONG. H�AM
-T
9 61
SC�' ()�_TAII_
D 'ill ('. (' - 16
\-SEC
TABI-C 8 (TYP.)
_)L TAII
PIPE LINI:
6
7
A*
T -SEE TABLE A
DIA.
MANHOI.E DIMEN'S)IONAI_ DATA
TYPC A F3 D
S0
R�INF.
3611
30" 1� of 4 1 /811
8 1 16'-0"
NON -R0NF.
150
30" 6 (7)
)o)f
REINF.
36
4
72"
REINF.
r.. I
156),
- - it
1�0 6
9 1/2
5
5
8 to
(3 It of
SEC DF'FAII-
D WC,. C- - 16
11 It
9 61
SC�' ()�_TAII_
D 'ill ('. (' - 16
5
2
_)L TAII
ffi, 16
6
HAND PLACED BACK
FOR SIZC OF BARS --
CASE 2 SEE TABLE A -MIN.
NOF TO SCA�C SPACING OF HARS
SHALI_ BE 4 O.G.
R�_'PIAGF i'\1ON--WTA1_1_IC PIPE
WITH (-',ASr IRON PIPI� �_OR
RCQUIRCF) SIZF__ AND SrRENGTH
Sf�[� TAPI HLRC ON.
G� f� -DI -A.
RING33 AS 1 4 - 4 IM I N.-
HF-QUIRED C H DIA 1(1_3" MIN.
12 1',1 A X.
AV
�:_A. 4' !_:!HGT1,iS)
T \eI
ILI E/ TIN(-,
< AI_FCRi\IATE PRECAST _j
.1 MANHOI L
1�1 Z CONCRCTE MA1\IH`o1_C
A,\)'��_ 311 AF r I -Or- A P�f'
D D AS 0IRL(NOT0) B,( ENGIHCC��
- ANN. -00
W A A
E 48" DIA. UNI -ESS
n OTHERWISE NOTFD
ON I _01
Yn
F T
-SLOPE SFILI.F INI- -
ALI-
0 �)FIL�VFS FC !iAVC
1"/F-oo-r
w Q- COAHSC RROGM l'iNW-31i
(U
P I.P E
DIA. I
INIO I'L: I
INVFPf EI__F_VATIONS AS _j
w T
SHOINN ON PI -AN AND
7H F A. - 4
F 2 _j
-1 L 01 > EH rENING,
MANHOI-L
1_5000 P.S.I.
GONGRLT� 1-3 A S F__ PLAN -
SECTION A—A
- NO FE:
['RECAST MANHOLC SIHALI_ GONFORNi TO FHL NCQ01REMENTS
OF A.S.T.M. C4/8 AND H� DESIGNED �:OR AASI1TD H20
LOADINGNI.
STANDARD SEWER MANHOLE W/ECCENFRIC CONF
NOT TO SCALE
SECTION C—C
NO T' TO SCALE
-APPROVED RUBHF-R GASKFTED
O-RING OR SEAL JOINT
r mm -D JOIN LYIS TING V.C.P.
OR CON(,. PIPE
D
COMPAG rEf) BACKFILL
"301 -1 -AR 01:
3()rn P.S,I.
�.") �j (., R E TE
CASE 3
NOT TO SCAI_I`:_
4 M I N.
SECTION D—D
NOT To SCALF_
PIPE SUPPORT DETAILS
NOT TO SCALE
GRANULAR M)
UNDISTURBED EAR
AI_TERNATIVC TRENCH
SLOPC CONFIGURATION
HAND PI -ACED RACK�
I
GRANUI-AR
ND
FURBF-D EA,\111
_BC/8 MAX.
BC/15 MIN.
(4 -MIN.)
CLASS A-111
CLASS A—IV
BEDDING DETAIL NOTES:
TRENCH SHORING AND TRENCH WALL
SLOPING SHALL BE IN CONFORMANCE
WITH STATE OF CALIFORNIA, DEPARTMENT
OF INDUSTRIAL SAFETY REQUIREMENTS
AND THE REQUIREMENTS OF THE PROJEtT
SPECIFICATIONS.
:/4 (5" MIN.)
BC/8 (BC/1 5 MIN.)
(4"MIN.)
GRANULAR M
AT'L
UNDISTURBED EARTH -
n Ilk A I KI
CLASS B
10 MAX.
CMIN
BC/2
(4"MIN.)
HANO PI -ACED HACKFILI--
UNDISTURHEO F-ART11-
O
HAP,_u
-D
UNDISTURBF-
SOIL
CLASS C
CL.ASS D
BEDDING DE -TAILS
NOT TO SCALE
8"MIN.
12�"MAX.
CLASS A—V
TABLE A
DEPTH OF COVER
DEPTH OF COVER
S0
p 89-001
8'- 1 to 16'-0"
25-011
8 1 16'-0"
T
BAR
T
BAR
T
BAR
4
8
4
101-111 - 121-011
4
9 1/2
5
5
8 to
4 I
9 to
5
11 It
5
6
8 1/2 it
5
10 1/2 of
5
12 1/2 to
6
7
9 it
5
11 1/2 of
6
13 1/2
6
8
10 of
5
of
12 1'/2
6
15pl
7
9
11 it
6
13 1/2 to
6
16 1/2 to
7
10
12"
6
15"
7
18
7
11
13
6
16
7
19 1/2 to
8
12
13 1/2 to
6
17p?
7
21 of
8
13
to
14 1/2
7
it
18 1/2
7
1 4
15 1/2"
7
20
8
15
16 1/2"
7
21
8
16
17 1/2 of
7
-
-
17
18 1/2 it
I
8
18
119 1/2 of
-
1 8
1
DEPTH OF COVER
B
MIN. BEAR.
0' 6'- 0
0 18'-0"
18
8 1 16'-0"
—off
0' 12
18
12p -11l - 15-011
24
161-1" 251 -Off
0 7'- 0
1811
71-11 10-0"
24
101-111 - 121-011
30
TARI F C
DEPTH
CLASS 150 PIPE
CLASS 200 PIPE
OF
INSIDE DIAMETER
INSIDE DIAMETER
COVER.
6"
8
1091
6 it
8 It
10 to
0 - 8
8 - 6
11 - 0
I
13 - 0
8
11 1- 6 It
1,3?-Otp
8'- 1 16'
6 - 6
8-0"
10 - 0
6 - 6
8 1 - 6
10'- 6'
1
16 -1 It 251
5'- 0
6'- 0
- 8 0
5 -off
6 1 -6"
8 t- 6 to
1. ALL CROSSING HOUSE LATERALS 10" AND SMALLER SHALL
BE SUPPORTED BY USE.OF CASE 3 PIPE SUPPORT DETAIL.
2. ALL NON-METALLIC CROSSING PIPELINE AND CONDUITS WITH
18" OR LESS CLEARANCE, EXCEPT THOSE COVERED BY
NOTE 1 ABOVE, SHALL BE SUPPORTED BY USE OF CASE 1
PIPE SUPPORT DETAIL.
3. ALL NON-METALLIC CROSSING PIPELINE AND CONDUITS NOT
HC/6 MIN. COVERED BY THE ABOVE NOTES 1 OR 2 SHALL BE SUP-
PORTED BY USE OF CASE 2 PIPE SUPPORT DETAIL.
(4"MIN.)
%.e L-11 Iwo
ULNUNLU bY: 4
el -I' 1� A�; �;HUWN OF
WILSON F. SO & ASSOCIATES, INC.
J. B. C. MICHAEL PODE RACZ ____.C.E. N 3 DATE C.B.M.W.D. P40JECT MANAGER DATE
DRAWN BY: 16018 TUSCOLA RD., SUITE 1, P.O. BOX 368 WORK ORDER NO. DRAWING NO.
SUBMITTED BY APPLE VALLEY, CAUF. 9230/ FONTANA INTERCEPTOR RELIEF SEWER PHASE 11
5 /a3/90 (619) 242-2365 C- 1 -/A
CHECKED B Y: W. -F. SO-- 1510-57ORR MISCELLANEOUS DETAILS
DATE DATE
WILSON F. SO R.C.E. No. 21651
Inf3f D -4573-18j
4. BACKFILL SHALL BE BROUGHT UP UNIFORMLY ALONG
BOTH SIDES OF THE PROTECTED PIPE AND SUPPORT SO
AS TO INDUCE NO UNBALANCED FORCE.
5. CROSSING METALLIC CONDUITS 3 INCHES (NOMINAL SIZE)
AND LARGER SHALL BE BACKFILLED TO 2 - 0" BELOW THE
CROSSING CONDUIT WLTH CLASS 2 AGGREGATE BASE.
MATERIALS AND INSTALLATION SHALL BE PER CALIFORNIA
DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS,
"SECTION 26 (JAN. 1978 EDITION)". THE TRENCH SHALL
THEN BE BACKFILLED TO 12" OVER THE CONDUIT WITH
CLEAN, MOISTENED SAND (SAND EQUIVALEND OVER 30))
BROUGHT UP IN LAYERS OF NOT OVER 6" AND MECHAN-
ICALLY COMPACTED TO A RELATIVE DENSITY OF AT LEAST
90% WITH SPECIAL ATTENTION BEING GIVEN TO THE PIPE
BOTTOM AND HAUNCH AREAS OF THE BACKFILL.
GRANULAR MATF-RIAL
SHALL 13 1) C ESS/
E IMPORTF_ RUSHED '; TONE
CONFORMING TO ASTM D448#6/, HAVING THE FOLLOWING
GRADUATION:
Wilson F. So
100 PCR( - 'ENT
_VE;
PASSING 1 IN. SIF_ (D No. C 2 651
90-100 PERCENT
PASSING 3/4 IN. SIEVE; w
20-50 PCR("'ENT
PASSING 3/8 IN. SIEVE;
0_10 PERCENT
PASSING #4 SIEVE; C0,1
0_5 PERC'ENT
PASSING #8 SIEVE; x Exp
SLAG, PEA GRAVEL OR
OTHER ALTERNATIVE MATERIALS V/ILI_
NOT BE ACCEPTABLE
IN LIEU OF CRUSHED STONE. OF CA-\
%.e L-11 Iwo
ULNUNLU bY: 4
el -I' 1� A�; �;HUWN OF
WILSON F. SO & ASSOCIATES, INC.
J. B. C. MICHAEL PODE RACZ ____.C.E. N 3 DATE C.B.M.W.D. P40JECT MANAGER DATE
DRAWN BY: 16018 TUSCOLA RD., SUITE 1, P.O. BOX 368 WORK ORDER NO. DRAWING NO.
SUBMITTED BY APPLE VALLEY, CAUF. 9230/ FONTANA INTERCEPTOR RELIEF SEWER PHASE 11
5 /a3/90 (619) 242-2365 C- 1 -/A
CHECKED B Y: W. -F. SO-- 1510-57ORR MISCELLANEOUS DETAILS
DATE DATE
WILSON F. SO R.C.E. No. 21651
Inf3f D -4573-18j