HomeMy WebLinkAbout1936-5ALTERNATE LETTER
LOCATION
A5
RE CAUI RED
IYa" LET'TERS IN
ass, X 50 Box
NOTE:
MANHOLE FR^ME COVER 5HALL BE ALHAMBRA
FOUNDRY TYPE A -IP -52 OR LONG BEACH IRON
WORKS TYPE X -100 ES OF, APPROVED EQUAL.
FRANIE R%D COVER S"V�LX_ SE: %ITUMINOUS CDR7ED
RND� WE\(2" A MIM. OF 54-D LbS. 15"RLL
I pit 1ARNE 7- F`10�.
___-5000 PS.I. CONCRETE
I iTi r!Et I 11 'P4
r4
CEMENT' MORTA
--TOP VIEW A5PHALT PAPEK
COVER DETAIL
ROAD WAY SHOULDER
ALTERNATE OROUND SURFACE 0%\-Y \7
MANHOLE 15 SPECIFIED 70 BE SUPLIED
-,,1115 .............. Iz
E:1,1`;�
Unit
3000 P.15.1. CONCRETE
STREE T` SURFACE
Ri
q) ILI] it
'50 CLEAR OPENING
'--CEMENT
MORTA
44 S P HA LT PAPER
WRAPPED
OPEN FIELD ROAD WAY,
ENTRANCE SHAFT DETAILS
NO SCALE
SZE. STAT7%Vk%LF_ 6"Piv-7 DETAIx-
Z,<
z
TYPE
.\1
A
V
7d'
C
D
_J
wo
<
oxx
C fill
R-FIAIPORCED
DI A.
3 0"
EWA=
C
z
Lv
5�-O"
C
4811
B DIA.
-3611
C
6n
6"
S�.o
24
460"
-RE1A1A'0,qC,6,0
5611
30//
611
6 "
6�- dy
PIP4, DIAMETERS
2 7,11 TO 3 91 -1-1
6011
;qE1A1,Ior0A`CSD
961
30"'
0
6'1
6 �- d,
72
ACIAIAORCE-0
-3611
-70//
611
6"/
7�011
PIPEDIAME7,ERS
4-511 ' GREATER
(Z
AL TERNATE PRECA5T
7
10
1
G
15 it
CONCRErE, MANHOLE
1 eiI'
-7
1 1
1 25
G
7
1 cb yk."
I
3 Yk
0
17"
7
2 1'
5
I M
144,
(L
Ld
1 B4
7
—
14
Uk\0\b,TURIbF_1D
ERRTR _1�
GRAMULRR N)A71L
UVIDUMITUVRIF-10
;_ 119-T "
GERMULPLIL N
A4A,VHOLE OIMEA1510AIAL DAT4
A4,41VROLS
D 1A A4E AER
TYPE
.\1
A
V
7d'
C
D
E
IPIAE D )A ME rER
-48
R-FIAIPORCED
-7 Co "
3 0"
511
4118 /1
1
5�-O"
PIPE DIAA447ER5
.70 a/
4811
R rlmroq CED
-3611
30"1
6n
6"
S�.o
24
460"
-RE1A1A'0,qC,6,0
5611
30//
611
6 "
6�- dy
PIP4, DIAMETERS
2 7,11 TO 3 91 -1-1
6011
;qE1A1,Ior0A`CSD
961
30"'
0
6'1
6 �- d,
72
ACIAIAORCE-0
-3611
-70//
611
6"/
7�011
PIPEDIAME7,ERS
4-511 ' GREATER
-X Itr C01VAlkICTIONS AND TEi5S 4R�E RE4001REA9
U56 AAEVT H1611ER DIAMETER AIAAIHOZE.
WAISRE 30"' OPEAIIA16 IS NOT POSS14BLEI USE
COAICrAlrRIC COVA*.q Al-IIAMSRA ,'-'0Z1A1Z7RY umulb7URMOD
7 -YRS A -13Z.6 OR E'dP411V.4L-EMr- EAV_-T�-X
2 4EA /4 EA16 T11,5'
70
_J VCR 6XI7 V6
L "AA190LE
0
ENTRANCE SHAFT LOCATION
AS DIIZEcrED RY ENGINEER
U tl Q
A
INLET
M C5 LL Y_
601,
W -..,*SEE MANH OL.E J.
DIMENSIONAL PATAIJ C
EL
ne _J 0 - - . __ , 1 11 _D
G W_
NOTE
<
UiA INVERT ELEVATIONS
0
AS SHOWN ON PLAN
AND PROFILE
_J
ca
<
>
5000 P. S. I
CONCRETE
BASE
E
LW
z
PLAN
IAJ
CMI'MIN.
HAND PLACED . BACKFILL
04C,44
ry
N
Q,
MIU
CLASS A -IV
to"' MIN.
7
71 7�1_
/HAND PLACILD BA
?iT k
M
15c, 4 15 " MIM
_15L/ES (be./ 15 M114)
SL / 6 (an MIU)
E116TIM NOX-METRL�L WIDT-W OF Dur -T
PI E CID PIVEL\�41E C I + 8
4"TyP.
-4 Is TY P. S)t -11�117 I C2
POWER OR,
rELEPHOME DUCT' __----1Un1
InLJ1
---1/2!' 7HICK EXPANSIOM
TOINT FILLER. MATERIAL 41
4c 3000 P 5.1.
CONCRETE SUPPORT---."...
I i � 7 1 r _�, I
�77
...... ......
SECTION B -B
rA 0 G C_ RLE
PIPELINE
_13
a
CASE I
No SC.RILVE
10M. %EPLIZIMG.
RhE 1/,L O.U. or
500 0 P. S. 1. =zUr79`OV_'MD F1 FFE 0.10.
LONL - MERVI
Tm SF -7- TASLt
isEE 71RbLR 15 FOY, OEXLE OF SIVRNR
*J M
t)ES "TRINLE A-, M
C
zPR0%W(D1F RZARro
SIARLL SE 4" O.L.
SECTION C -C
DEPT
CASE 2
CLASS B NO e)IC-ALE
6&jAX1_14 R IWA r4&1A
fell MIN, Ai0TER1,4Z S11WZZ 1Ma0R7E-:9 5rolvh-
A Q-7-" I -Ad //If /,--- C,e) I / 07/,f,/ 1AA,—_
7_X%rz'T1%(a NIDN4-METRLIL
?I?ELI%F-
L7-i
-T"V-x 7RvVDFMED
7_,XVWqS)IOW J01YAOT Mpt"VERIAL
15ETWEEIII 1PIPE FIL'mn
LoucTav-xv-
TABLE A
5
DEPT 4
OF COVER
1 1. - . Is -
0 - 12�_o &*-I" IQ, 1 2 5:- C;'
a I& -d'
T 15AIZ
T
BAR
T`
BAR
Ae
it
4
18 9
'I
7�1 I O!wd'
F1
S 1/2 It
in'. It. I a -d'
3d I
8"
4
1*2�-01'
N
coo
It, - Coll
ps
a; -I,,
8,4,
5
1 Owl
is
I a 1/Z
G
7
5"
s
I 1 1&0
rz,
1-3 10�,
0
zlk
15 It
-7
G
1-5 VZ'
(Z
IGYZ
7
10
1
G
15 it
7
1 eiI'
-7
1 1
1 25
G
7
1 cb yk."
I
3 Yk
0
17"
7
2 1'
5
I M
144,
7
1 B4
7
—
14
16 Y?-"
-7
20"
INS
I r. 14,
-r
IG
17 1/1!
7
17
1
8
I
TABLE B
H OF COVER
S
M I N. BEAR.
- cb�-O
a I& -d'
18"
INSIVE
Od - I
I a;,
?_ � III - 15'- d,
2 +a
IG -1 ?_5-6
0' 7'-0"
18 9
'I
7�1 I O!wd'
F1
U
E4
in'. It. I a -d'
3d I
�\JN 1011 WIRX 6 R,4 D ZIA 7'140AI a" TABLE C I
HAND PLACED BACKFIL y
CLRSC-% 150 PIPE
90-100 RERCEAIT
///V� ZilA5V&
BASSIA16 _3141N.
PIPF-
OF
INSIVE
00-50149EII?Cj6�Nr
0 - 45) o0,6,RC46N7-
100ASSIAI&
4PASSING
.316' IN.
--Ift"4
SIEV4E;
51EP2=_.1
X AffRCEW7-,,0':�4SS1A1G *8 SIEME.
S446 , )OE4 4SR4 VEL OR 071-,9(EA` -4Z 7e -9,1V,4 77Y5 A44 TER1,4 Z$ WILL
IVO T Ii9E 14C0EF7XA316r1NZ1EZJ al�c CROSIIIY69 SrOA�6*
1117- JAIN
6=RR1IaULRTL WIRTIL 5L 11h �4 " MIN
DEPTH
CLRSC-% 150 PIPE
CLRSCa
ZOO
PIPF-
OF
INSIVE
vlrk�IIETER
IMS111DE
UIRMETS91
Q3VE R
12�t
all,
104
GDIl
614
1 VI
19qa EDITIONY -17NE TRENCH SHALL THEN SE BACI(FiLLE-D
MENTS AND THE REqUIRE-
I-
II Ol'
1*2�-01'
N
coo
It, - Coll
1 -6,- 0 It
a; -I,,
%%
6-0
10-d
V,
TO A IZELATIVE DENSITY OF AT LEA --ST OelWITH SPECIAL
- ED
1
15'- 0,
G�-d
I 6- CP
eIm Ott
12; - &0 it
(all
__J
ALL SHELVES TO VY APPROVED RUBBEZ GASKETED
HAVE COARSE- BROOM TZLPLRLE MDM -MQTRLIL PIPE
0 -RING OR SEAL TOIN7 1. RLL LIZOSS\UG \A0U0JE LR7TEETLALS 1011 RUD SWIRLLETZ
FINISH WIT" C.P&T IRON 'PIPE FOR -
=1 C_
D IL_)"FLLX_ SE CzUFVO7TE10 ZY UCJE OF CACAE -6 PIPE SUPPIDIET
UNDI-bT0,SED
07_7TRIL.
'5F_Z TAMLE C_ IAETILE OM .tAC:7 TOIM EXISTING V.C.P
CLAS -S C ,--OR CONC. PIPE Z. PL\- NCAA-MNE_7�kLIL ILTLOS&IVIG. 'PX7EL\UF_ R%D CDUDU`IIITS
2 EA. -?_'LE1V(57-1-1S
VC10 FAITERIAIG
A4A A1H01_ E
NOTE
SECTION A -A PRECAST MANHOLE SHALL CONFORM ra THE REQUIREMENTS
OF A.S.T.M. C-q7B ANO BE DESIGNED FOR AA5HTO H20
LOADING.
STANDARD SEWER MANHOLE W/ ECCENTRIC CONE
NO 5CALE
WI -T" 1&%' OR LE155 0-SAREIACIE, EXCEVT T"Oe*IE M EVLED
By N07E I RRONS 15"RLL ZE CXUPPOWTEID sy CASE I 'PIPE
MIN. I
-TRIL.
SUPPOR IDS
.411 COM PAC TED BACKFILL\ W1 M01-1-MS7ML\L CROSS11,16 T-7X?EUNaW_ IA%ID COTAIDIMN5
MIN. lit Mt:) -T COVEMEID xbx _T"z RibbNE 111407MIE-) I OR _L XIS
%\f ust OF C"SS 7- R�PF_ SUIPPOR"T DETRIL.
18 MIN. D
`�b`12.011G"T UP UNIFORMILY RLOM(a
4. IihP4V_FILX_
sb-LvA 6yugs nv- -ms pRoTE:c,-TsD Pws rAyii) caumm"T
COLLA OF 50�_ HIM Tirm- ull_-
3000 P 15.1. GO RS TO I%10UILE MO Ut,111IRLPIt4CED POV-IILE: -
BEDDING DETAIL NOTE5
TEO I
ku
CORCIZETE. SECTION D -D 5. CRO'&51NGr METXLIC CONDUI T5 :1 INCHES (NOMINAL SiZE)
TRENCH SHORIWG4 TRENCH
AND LA1ZCaEP_ 514ALL SE BACKrILLED TO 2-6' BELOW THE
WALL SLOPING SHALL BE )N
h,
CROSSINCs CONDUIT WITH CLASS 2 A&GEEGATC-7 BA&E. MATER
CONFORMANCE WITH STATE OF
IAL5 AND INSTALLATION SHALL BE PER CALIF02NIA DEPAKTMENr
CALIFORNIA DEPARTMENT OF
OT11L
111L
OF TKPN5. S7AN0Af2D SPECIFICAT IDNS, SCC710N EG (TAN.
) 1.
INOLISTRIAL SAFETY RE9UI-RE-
I
19qa EDITIONY -17NE TRENCH SHALL THEN SE BACI(FiLLE-D
MENTS AND THE REqUIRE-
TO IZ / INCHES OVER THE CONDUIT WITH CLEANI.IVIDISENE-D
-60)-,
MENTS OF THE PROJECT
CASE 3
5 AND 'SAND EGt UIVALENT OVE112- BIZOUG14T UP IN LAYERS
SPECIFICATION5.
OF NOT OVIEZ Q* INCHES AND MECHANICALLY COMPAr-TEJ:)
TO A IZELATIVE DENSITY OF AT LEA --ST OelWITH SPECIAL
AT7ENTIDN BEINGr GrIVEN 70 THE rIPE 50TTOM AND HAUNCH
AP -EAS OF ThE 13ACKFILL.
BEDDING DETAILS
NO SCALE
PIPE SUPPORT DETAILS
NO SCALE
APP SHEET
SUBMITTE SCALE Designed
N CHINO BASIN JURUPA & HEMLOCK AVENUE
Project Enginee; R. E. No. Date OFFICE� ENGINEER DATE PARKER- 4 -7a 5
Drawn MUNICIPAL WATER DISTRICT SEWER PLAN OF 5 SHEETS
Checked K . PETIERczEN 10125 8555 Archibald Avenue Post Of f ice Box 697 FONTANA CONN. N2 F-11 DWO. NO.
R EV. DAT E BY DESCRIPTION Date Cucamonga, California 91730 Telephone (714) 987-1712
- -1 1 -
90 -/7 --?Y
)F. F. -r- 4))
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