HomeMy WebLinkAbout1968-2NOTE:
MANHOLE FRAME COVER 5HALL BE ALHAMBIZA Coll MIN.
ALTERNATE LETTER
ON FOUNDRY TYPE A -I? -'52 OR LONG BEACH IRON
LOCATI;
B
WORKS TYPE X -IOG 5 OR APPROVED, EIRUAL.
FRRWIE R%D COVER S"RUL I&E IhITUMINDUS C -DR -TED
!F_1%6TIM NON-METRUL WIDTH OF OULT
-T-/ '17 -;7 7/7
'A MIM. OF 540 LihS. � -7"Z �Mvrcq..
j AND \NE% E*"
PIPE
I r%LV. "CILF-S. +4AND PLACED BACKFILL
I' I/ 4'TYP.
r
I :eX LETTERS IN
_5000 p eb, I
Q;1X Box CONCRrrE 0 .4 rY P.
CBMWD
SEWER POWER 0 R
CONC RE n
rELE PHONE DUC.T nj
in U.
TH I C K
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CONCRETE XOINT FILLER. MATEKIAL 4.
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3000 p 5.1.
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COVER DETAIL Me"
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IBVEITIINEE" 1PIPE Tkun
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ROAD WAY SHOULDER
CLASS A
ALTERNATE OROUND SURFACE QMLY %1P
MANHOLE IS 5PECIFIED 70 BE 5URIEb
B
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A
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CONCRE rE MANHOLE CLASS B
I� ENTRANCE 'SHAFT LOCATION
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5
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17
TO IZ INCHES OVER TWE CMDUIT WITH CLEANIMOISENED
TABLE B
H OF COVER
a
MIN. BEAR.
-
SEEL " MANH
E L
OL
Is
G; -O"
= - -4- M
_J
41'
ulpiteeTESIL
ZA_
-1 5 0 -0 to
0 7 .0
QIMENSIONAL
7'-1" 10 I.Cy4
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TABLE C
/00 t 4ERCEA17' PASSIA16 11N, SIEVEj
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W
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-
SEEL " MANH
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= - -4- M
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pi
9
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QIMENSIONAL
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91
OR CONC. PIPE
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SUPPDR7 DE'TRIL.
p/ L67
A167H
7MII
Is'- e
3. ALL MOK -ME'MA-XL CTt5f*1*%%& PIPEWar- A%V C-MIDWIT60
ALL SHELVES TO
W
VCP 4FAITE'RIAIG
MAA1H01_ 6
z
NobrE
HAVE COARSE- BROOM
OLLAIZ OF
<
15000 P. S. 1. Z 11
CONCRETE
.4;
= III! -
j.
MKIERSTE SECTION D -D
5. CR OS51 NCr METALIC CONDUIT5 3 INC -14E:5 (NOMINAL SIZE)
AND LARGEr- 514ALL 13E BACK'FILLED TO 2-'- BELOW T14E
FINISH
BASE
IOL S'11 -At
0 Ir T F, RN 5. 57ANDAQD SPECI'FICA.T N SECTION ZG (J A.
19`76 EDITIDN" TIZENCH `511ALL T14EN rn BArnaiLLe-D
INVERT ELEVATIONS
TO IZ INCHES OVER TWE CMDUIT WITH CLEANIMOISENED
CASE 3
5 AND 4SAND EG UIVALENT 0VEP_ 110'.0, GROUGkT UP IN - LAVER S
0
OF NOT OVEZ ra INC14ES AND M.EC:14ANI(!AU_Y COMPNICTED
DENSITY OF AT I EAc5T Od
'M A RELATIVE WITH SPECIAL
ATTIFENTION 5EINGr GrIVEN TO THE PIPE BOTTOM AND HAUMCM
AS SHOWN ON PLAN
AP -EAS OF ThE BACKFILL.
EAWT"
NO SCALE
NOTE
1IVF-AK
SECTION
A- A
AND PROFILE
PRECAST MANHOLE SHALL
W
--CLASS C
EDDING DETAIL NOTE5
TRENCH SHORING 4 TRENCH
WALL SLOPING 514ALL BE )N
CONFORMANCE WITH STATE OF
CALIFORNIA DEPARTMENT OF
INOUSTRIAL SAFETY RE9UIRE-
MENTS AND THE REqUIRE-
MENTS OF THE PROJECT
SPECIF)CATION5.
BEDDING DETAILS
NO SCAL.E
90-100RERCeAIT PASSIAIG .3141N. 31EXE;
JU Z eO - 60,AEA CAEN 7- AAS 91AIC7 316 IN. SIEVEj
W
�oOASSIAIG 4-
01P.
S446 RIV477425 1K4rER1A1_,S W11-1-
,�PE4 Goe4VEI_ OR 071-1ER.4Z72e
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SL / ft (All rtim
DEPTH
CLRSfi 150 PIPE
CLRSC&
ZOO
PIPE
OF
QZVE R
INSIVE
DIAMETER
Imq;tiv�:
ulpiteeTESIL
OL7R%L.
5EE TREALE r- VAERE 0M
TOM EXISTING V.C.P
00
OR CONC. PIPE
Z.;kLL NQU-MSTALIL LTLQSS%MG PXWLIUZ R%D MMIDU%TS
wjw IS%% OW. LEbb 0_1EFkUP.%CSj EXCIEEPT T"OfeS CONEUMD
64- tai,l
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1by NO I 5"Ru_ ME Qu
SUPPDR7 DE'TRIL.
p/ L67
A167H
7MII
Is'- e
3. ALL MOK -ME'MA-XL CTt5f*1*%%& PIPEWar- A%V C-MIDWIT60
.4 MIN.
D
W
VCP 4FAITE'RIAIG
MAA1H01_ 6
z
>
4. S"QLL %E SPLOUG"T UP UNIFOXMILY RLOW3
OLLAIZ OF
15000 P. S. 1. Z 11
CONCRETE
.4;
= III! -
<6101 Rra TO 114DULS M0 UKE)ULAW-ELD PO
MKIERSTE SECTION D -D
5. CR OS51 NCr METALIC CONDUIT5 3 INC -14E:5 (NOMINAL SIZE)
AND LARGEr- 514ALL 13E BACK'FILLED TO 2-'- BELOW T14E
CROSSINC9 CONDUIT WITH CLASS 2 A&GEECrATC2 SAG.E. MATEIZ
BASE
IOL S'11 -At
0 Ir T F, RN 5. 57ANDAQD SPECI'FICA.T N SECTION ZG (J A.
19`76 EDITIDN" TIZENCH `511ALL T14EN rn BArnaiLLe-D
PLAN
TO IZ INCHES OVER TWE CMDUIT WITH CLEANIMOISENED
CASE 3
5 AND 4SAND EG UIVALENT 0VEP_ 110'.0, GROUGkT UP IN - LAVER S
OF NOT OVEZ ra INC14ES AND M.EC:14ANI(!AU_Y COMPNICTED
DENSITY OF AT I EAc5T Od
'M A RELATIVE WITH SPECIAL
ATTIFENTION 5EINGr GrIVEN TO THE PIPE BOTTOM AND HAUMCM
AP -EAS OF ThE BACKFILL.
PIPE SUPPORT DETAILS
NO SCALE
NOTE
SECTION
A- A
PRECAST MANHOLE SHALL
CONFORM
TO THE REQUIREMENTS
OF A-5,TM. C4476 AND aE
DESIGNItl)
FOPL- AA5HTO H20.
LOADING.
:ps.
Q
STANDARD SEWER
MANHOLE W/ ECCENTRIC
CONE
N 0 SCALE
CIVIt
A
SUBMITTE�
SCALE
Project Engineer
R. 1.
k, C
N)
Re fs NP E D
REV. DATE BY
DESCRIPTION
Engineer
R. E. No. Date
W
--CLASS C
EDDING DETAIL NOTE5
TRENCH SHORING 4 TRENCH
WALL SLOPING 514ALL BE )N
CONFORMANCE WITH STATE OF
CALIFORNIA DEPARTMENT OF
INOUSTRIAL SAFETY RE9UIRE-
MENTS AND THE REqUIRE-
MENTS OF THE PROJECT
SPECIF)CATION5.
BEDDING DETAILS
NO SCAL.E
90-100RERCeAIT PASSIAIG .3141N. 31EXE;
JU Z eO - 60,AEA CAEN 7- AAS 91AIC7 316 IN. SIEVEj
W
�oOASSIAIG 4-
01P.
S446 RIV477425 1K4rER1A1_,S W11-1-
,�PE4 Goe4VEI_ OR 071-1ER.4Z72e
Ito IVLI N A10 7 8E ACCEP744866 /X/ ZIELI 0,,c C*ROS1169 SrOAXE
SL / ft (All rtim
DEPTH
CLRSfi 150 PIPE
CLRSC&
ZOO
PIPE
OF
QZVE R
INSIVE
DIAMETER
Imq;tiv�:
ulpiteeTESIL
OL7R%L.
5EE TREALE r- VAERE 0M
TOM EXISTING V.C.P
00
OR CONC. PIPE
Z.;kLL NQU-MSTALIL LTLQSS%MG PXWLIUZ R%D MMIDU%TS
wjw IS%% OW. LEbb 0_1EFkUP.%CSj EXCIEEPT T"OfeS CONEUMD
64- tai,l
'I F. I lksolm d. VEV fay cArar. I 1plpr&
1by NO I 5"Ru_ ME Qu
SUPPDR7 DE'TRIL.
6- C?
Is'- e
3. ALL MOK -ME'MA-XL CTt5f*1*%%& PIPEWar- A%V C-MIDWIT60
Designed CHINO BASIN
Drawn PARKEZ I 4-7S MUNICIPAL WATER DISTRICT
Checked 10-3b $555 Archibald Avenue Post Of f ice Box 697
Cucamonga, California 91730 Telephone (714) 987 -1712
Date
I
f5OK14W7-A ALUMIN LIM SHEET
IVTI1 PACIFIC AVE, 2 SNEEITS
5ON-MNA I CA.- 9z55r= DWO. NO.
(114) (0 3.560
N
APPKOVEE) RUBaEP, GXSKETED
lll;PLRLE MW -METRLIL VIVE 0 -RING OR. SEAL J�OINT_
1. RLL LTLOSSIUG "OU5E LRTFULAL5I 10" RUD SMULLETt
WI-TH C-AbT IRON PIPE FOR
b"RLL ME SUPPORTED 15Y USE OF CRSE 21 PIrE SUPPOILT
REQUIZED 61111L t 5TTZEM6T'K
OL7R%L.
5EE TREALE r- VAERE 0M
TOM EXISTING V.C.P
OR CONC. PIPE
Z.;kLL NQU-MSTALIL LTLQSS%MG PXWLIUZ R%D MMIDU%TS
wjw IS%% OW. LEbb 0_1EFkUP.%CSj EXCIEEPT T"OfeS CONEUMD
.4" MIN.
'I F. I lksolm d. VEV fay cArar. I 1plpr&
1by NO I 5"Ru_ ME Qu
SUPPDR7 DE'TRIL.
COM PAC TM BACK ILL
3. ALL MOK -ME'MA-XL CTt5f*1*%%& PIPEWar- A%V C-MIDWIT60
.4 MIN.
D
Imcnefo I Olt *L lb"RI-IL Sr.
CT VE -MIL.
%,I Ucar. OF Lp,%E T_ PIPE SA1970V
Id MIN.
4. S"QLL %E SPLOUG"T UP UNIFOXMILY RLOW3
OLLAIZ OF
SO alp TIAE PWOTEC, ED rim A"D eau?"Pov.
Stri A eclDlw "TV X
oil 3000 p 5.1.
<6101 Rra TO 114DULS M0 UKE)ULAW-ELD PO
MKIERSTE SECTION D -D
5. CR OS51 NCr METALIC CONDUIT5 3 INC -14E:5 (NOMINAL SIZE)
AND LARGEr- 514ALL 13E BACK'FILLED TO 2-'- BELOW T14E
CROSSINC9 CONDUIT WITH CLASS 2 A&GEECrATC2 SAG.E. MATEIZ
IAL5 AUD INSTALLATION SHALL BE IPER CALIF012NIA DEPAJILTMENr
IOL S'11 -At
0 Ir T F, RN 5. 57ANDAQD SPECI'FICA.T N SECTION ZG (J A.
19`76 EDITIDN" TIZENCH `511ALL T14EN rn BArnaiLLe-D
TO IZ INCHES OVER TWE CMDUIT WITH CLEANIMOISENED
CASE 3
5 AND 4SAND EG UIVALENT 0VEP_ 110'.0, GROUGkT UP IN - LAVER S
OF NOT OVEZ ra INC14ES AND M.EC:14ANI(!AU_Y COMPNICTED
DENSITY OF AT I EAc5T Od
'M A RELATIVE WITH SPECIAL
ATTIFENTION 5EINGr GrIVEN TO THE PIPE BOTTOM AND HAUMCM
AP -EAS OF ThE BACKFILL.
PIPE SUPPORT DETAILS
NO SCALE
Designed CHINO BASIN
Drawn PARKEZ I 4-7S MUNICIPAL WATER DISTRICT
Checked 10-3b $555 Archibald Avenue Post Of f ice Box 697
Cucamonga, California 91730 Telephone (714) 987 -1712
Date
I
f5OK14W7-A ALUMIN LIM SHEET
IVTI1 PACIFIC AVE, 2 SNEEITS
5ON-MNA I CA.- 9z55r= DWO. NO.
(114) (0 3.560
N