HomeMy WebLinkAbout1822-39. .w
* 4 0 /8"ac. or
hors - Z obow and C bors.� I closer.
/ 2 below opening. I
-
4�'ji (See note 5).
E�
A
K/ 7'
X
E Pori -? avow and
\ / 2 beloM qpomiy
�- * 4 fa /8"acor closer.
M 4 (a tc O.C. or - .* -r Cr r2
closer.
bars.
SECTION A -A
\ V�
A�-C
-- -
DDTTan a Tlti Cath.
T
a
LOS ANGELES COUNTY
NOTES 5ECTION B -B /t of box
NOTE S
/.
Rvinforc►n'p steel, per Std. Dwg. 2-0,171, shaft be / 4"cAear
PLAN
from face of concrete wnAess otherwise shown.
2.
CORNER CONNECTION
Re' fore' steel lig✓ ins�ale fom of catch basin wool shall
be cw! at center of goenkv and bent #b wo//s of
LTf 4 or TtA or rt
MOWI/hlic cOn"OW. Reinlorc/rp etre/ for oafside /ince
__-----
of catch bosm we// sholl be cut 2 clear of 000m g.
3
Conneehion sho// be poured monoliffik wNh catch bosh.
B
So$ Note 3
TM r1ou nord edge of out/of shall be constructed by
"a& KAC[s EKC[/T PAVED STAEtTS $K%L k FM(VMIKD WITH AALER SMUT
povrinp concrete ogoinsl o curvod dorm wth o radius of 3"
4.
Floor of structure sisal/ be steel- A•o"W to Wing fine.
�\ D Dors-? above and 5
he'd openkv•
Connechovns 'hof/ be constructed when:
as follows:
Bor to pipe and boa to orch-- triol of box seCtton
(ol. Pipes, / ocbes Mrowh 72 inches in do meter, iniof
d
\
or ouNef ^rough corner of catch bosin
(b) Angle A for
g pipes 24 inches t/VofgA 30 inches in
`
117
An N A-
j \ ( note 5).-7
dobmeteris or less.
A (cl Okp;A 15 inches through 77 inches lin diow►ew,
�0 / " / / /2"nKiK ,� knlet Or oultef through any wolf Of C000A basAn
--2 -•j c -J` RoaW- / �• - -1 i/ >'hr connoclOe'ViOr obis • 0), ex'O.>,d 00 YAW we//
..64 I (See note 5). y i I
tor,- >he ",alArohle c o,,ci Oo.r Jto�di�4.
MAN
The bor lengths shall vory uniformly throughout the tronsit,on
THE wE16MT OF THE COVER SMALL NOT VARY MORE THAN
\ � r r
Jr,
3 The concrete thickness _14otl be as follows
Box
FIVE MER CENT FROM THAT GIVEN HEREON.
r0 40or T A ar T
' k '
to pipe and arch t0 pl,)e-that of arch or .'!ox section anlesf rhe
i
See Note 3 r'l
f_
1# 4 a /8"aL c. or
wull thickness of the pipe plus A inches is greater, in wh: ch cost
the /hicknrss
lI'IA(Arch)
_
�C bon.
concrete shill vary uniformly from that of the arch or
`�_
�'' s' - - • •
--.-�--r-
-
_
A
__
1
•'. r'.'-'-rT
T'-r'-
...�..r. _... - .»....
.-...6�o`a. OL
4PWA -Aff
PLAN
Box to orch and or:A to orc,)-thot of the adjoining box or orcA
SIDE CONNECTION 2- D 2 2 4
8 T
C bon
D 6 E
8 T
C bon
e E
REVISIONS
LOS ANGELES COUNTY
- P (Set Note 5)
bars
DWG. NO. 2-0472
belMsen the two ends.
4 Tie mterio- surloce shall be smooth and vory uniformly between the Iwo
.D
bars
MAN"
DATA
.aaea'►,'.N
FLOOD CONTROL DISTRICT
12' 4 .
None
oD�o/ni;;y sections.
42' 7'/E•
L
®
-7-6e
R*wred1Voh f(c)
3. A/ pipe juncture, embedment P shoo be 5 inches for pipe sizes of 96 incAes
15. 4'A
45 -7 -Fr-
or less, and B inches for pipe sizes over 96 inches.
/-14.7/
Rivtseb /Yofi JCCI
CONNECTION TO
Al
e
I
21• 5.
U
51 .
i
or or Ch section may be Corrie(: through the transition structure at line
CATCH BASIN FOR PIPES
4 'Ar
7
_flet
h
7 '4
conlroclor's option. See Ser d -B above.
12 INCHES THROUGH T2 NICHES
B the lronsilion structure shall be constructed in accordonl;e with t:)e generol .
_ :. '•,
-
a.�r
.._.��
'mss' r--•�-� _
_Elov
to
structurol notes opplying to bo.( or arch structures shown on the p,oject
drawings
L r (Pipe) or
_ �_
-�- -- "- +�T-�a
} Tif 4"or TjA
• 1�,•
'
r
SUPERSEDES STD. DWG. NO. 2-0185
TjA (A/chi
log
*
•+rC.MC.
tit r
LOS ANGELES COUNTY
Ar•orao ar ./�i A
...w■
p.�T
4.44 0140 •.
wNN.rawr.r •1
•..
SCALE
DATE
CNISK400wofaaa 41
NO* 2-D 224
TRANSITION STRUCTURE
SECTION A - A
Moo...w..w• r ,«r-.,
NONE
MAR. 1956
0M69T I OF 1
• J ri
T (Pipe! or r f 4' or TjA or T.' B
T1A(Arc) See Note 3
i-- - t e,v
A f A
R. G Pipe j R C. Box
_ --- _ Of- ---- _ ._ _._._ - - _- --- .. _ _ _. _ . __ . -__- .... -_
C Arch * - C.
___J
R. -- - -
R. C. nrrA li
1
• 1
1
1
1 B
D !:ono/ construction
joint:
Bor or orcn to v•pe - iise
cons! jf of bo. Or Orth
A _ -- -- -___L
4 A
SUPERSEDES DWG NO 2-DI81
2.
F ounolK f RAAK SIIAI l K Lf01M ON THE I MS I O( OF 114 F RNt AND oN It*
Bax to arch- use const
-- -
DDTTan a Tlti Cath.
T
a
LOS ANGELES COUNTY
NOTES 5ECTION B -B /t of box
f
---------_�__
--
(
+
L r(Ape) or `
LTf 4 or TtA or rt
(-''
__-----
11 X2,1.
I. Tha n.`r,zontol angle of dwrrgence, of convergence, 0, shall not ex:ead 5. 45'.
r?
pA(ArV0
B
So$ Note 3
/
"a& KAC[s EKC[/T PAVED STAEtTS $K%L k FM(VMIKD WITH AALER SMUT
;;�
2 ROntl•rcirn steel bar sizes soocln
g , g. Pot/ern and cover Dior the flrel,sAi!/ be
SIT SCREW LOCKINIS DEMIC[S. THE CONTRACTOR SWI DRILL AM lAP T110
w IGNT 2tS LAS
as follows:
Bor to pipe and boa to orch-- triol of box seCtton
PLAN
T:
Arun to pipe-- that of orcn secf%on.
/.
COM(00-Pi IRIS T[ST[D AND MA Tit A/Mr1.0 JOINT
! tt
'�- i...•
Arch to orcP - that of orcn• section hiring the thicker wails.
(At IFOOK14
t00►EMttrE COfMiTT[t 50UT01E1N (At IfORN14 fIMPTEA.
E COMMITI
MAN
The bor lengths shall vory uniformly throughout the tronsit,on
THE wE16MT OF THE COVER SMALL NOT VARY MORE THAN
Jr,
3 The concrete thickness _14otl be as follows
Box
FIVE MER CENT FROM THAT GIVEN HEREON.
r0 40or T A ar T
\
to pipe and arch t0 pl,)e-that of arch or .'!ox section anlesf rhe
F T (P/pe) or
See Note 3 r'l
f_
T
wull thickness of the pipe plus A inches is greater, in wh: ch cost
the /hicknrss
lI'IA(Arch)
_
(
concrete shill vary uniformly from that of the arch or
`�_
�'' s' - - • •
--.-�--r-
-
_
box section to that of the pipe wall plus 4 Inches
__
1
•'. r'.'-'-rT
T'-r'-
...�..r. _... - .»....
.-...6�o`a. OL
4PWA -Aff
t
Box to orch and or:A to orc,)-thot of the adjoining box or orcA
- _ --_-- •N .. �. I N.•.t. •...
section at each end of the tronsihon and shall vory uniformly
(
- P (Set Note 5)
DWG. NO. 2-0472
belMsen the two ends.
4 Tie mterio- surloce shall be smooth and vory uniformly between the Iwo
None
oD�o/ni;;y sections.
L
3. A/ pipe juncture, embedment P shoo be 5 inches for pipe sizes of 96 incAes
or less, and B inches for pipe sizes over 96 inches.
6. 1000 p s. I. of 2B D,jys.
I
f• Keyed construction joints of the some dimensions as /hose of the box
I
i
or or Ch section may be Corrie(: through the transition structure at line
I
_flet
conlroclor's option. See Ser d -B above.
B the lronsilion structure shall be constructed in accordonl;e with t:)e generol .
_ :. '•,
-
a.�r
.._.��
'mss' r--•�-� _
_Elov
to
structurol notes opplying to bo.( or arch structures shown on the p,oject
drawings
L r (Pipe) or
_ �_
-�- -- "- +�T-�a
} Tif 4"or TjA
`_ - : --.� - ;
r
SUPERSEDES STD. DWG. NO. 2-0185
TjA (A/chi
or ,
See Nal/ *�T--,�
_--_-
r '• �.�-
REV1510N5
LOS ANGELES COUNTY
...w■
p.�T
�...•.�,•o.
FLOOD CONTROL DISTRICT
t r,
TRANSITION STRUCTURE
SECTION A - A
NO. I
2 - D235
PLAN a SECTIONS
)f 'A A A h d
-
N' I
--- ----- - --
��►wo -- --- -- 7 ,--
JB
Tta
A
T29
PLAN
rib
i
� r2
----�T2
Top
` L-bor -- -
A
Su Mote 5 -
_-T
SECTION A -A r3
2 - D239
Bottom
L -Dar --
Longitudinal distribu
�,or I ie
bars.
t S Tronsverse
/ bars
\ - Vertical '
bars - - -- -
I
SECTION B - B
NOTES
1. The horironta/ angle of divergence or convergence, 9, shall not
exceed 5. 45'.
2. The reinforcing steel bar size, spocing, and cover over the stool of
slroight troasverse bars in lop or bottom slobs, of L -bars in
top or bottom corners, of straight verlicol bars in side walls
and of longitudinal distribution and lie bars in top or bottom
slobs or side wol/s sholl be those of whichever adjoining box
section provides the greater steel area for each type of Dor.
The bar lengths sholl vary uaitormly throughoul the lronsilion.
3. The thickness of the wolls and slobs sholl be those of the
odjoinifig box section of each end of the transition and shall
vory uniformly between the two ends.
4. f� s 3000 p.s I. of 28 Boys.
5• rhe transition structure sholl be constructed In accordance with
the general slruclurol notes applying to box structures, shown
on the project drawings
6. Details of construction joints and keyways shall be as shown
on the project drawings for single bare/ box structures.
SUPERSEDES STD. DWG. NO. 2-0186
NOTES -
1. W00LE FUNS AND CMTS WALL K IMOI Of MAT CAST IROR COWOM11%
TO ASTM A -4r1, CLASS )S, AAD PAINTED WITH A%P%VTW MINT tKC[M FOa
fMCNIN[O SuwACES
t'
.TOP PLAN OF COVER BOTTOM PLAN OF COVER
WEIGHT 175 IPS
rVP
% aboutVEN t My
r.TTTT
~; .moo•. o0
tsoto
M►�i�_,
Ir
i�• -'►`' �QI(� Able
Surfocs of kNer
• shall k flush with
SECTION A -A ------ _� finished surtau of cover
DETAIL OF LETTER
17 •ti '
SUPERSEDES DWG NO 2-DI81
2.
F ounolK f RAAK SIIAI l K Lf01M ON THE I MS I O( OF 114 F RNt AND oN It*
ear.- Phi,
?Vo
DDTTan a Tlti Cath.
--
LOS ANGELES COUNTY
J.
THE MMOL[ FRAIL AND Carts S•MLL K INsetCTID IT Tit tAK1RIER PRIOR
r
A,
--
(
TO sHIPI(In. AMPTAACI PILI K IIDICATtD IT IMMKINS WITH THE
DISTRICT'S STENCIL.
\
4.
(MRS SHALL MAS IM LETT[P 'D• FOD $T001 DRAINS.
11 X2,1.
J.
COMERS FOR MAN►oklS LOCATED IN EASUlNTS, ALLEYS, PAIt"TS. AND Alk
y
"a& KAC[s EKC[/T PAVED STAEtTS $K%L k FM(VMIKD WITH AALER SMUT
;;�
SIT SCREW LOCKINIS DEMIC[S. THE CONTRACTOR SWI DRILL AM lAP T110
w IGNT 2tS LAS
MUS TO A KP1N OF 1 THEN AT 90 KMES TO PICK ME AM IRSiMi
FRAME AND COVER
/4-eT-1/4-Jsn4 ALLEN Sofa[T 91 $CRUD.
f.;A ys. s/4 • Holt
/.
COM(00-Pi IRIS T[ST[D AND MA Tit A/Mr1.0 JOINT
! tt
'�- i...•
(At IFOOK14
t00►EMttrE COfMiTT[t 50UT01E1N (At IfORN14 fIMPTEA.
E COMMITI
MAN
)
THE wE16MT OF THE COVER SMALL NOT VARY MORE THAN
- -'' - - A- -
1- - - , , , - - -� - -r
2 D472
FIVE MER CENT FROM THAT GIVEN HEREON.
.TOP PLAN OF COVER BOTTOM PLAN OF COVER
WEIGHT 175 IPS
rVP
% aboutVEN t My
r.TTTT
~; .moo•. o0
tsoto
M►�i�_,
Ir
i�• -'►`' �QI(� Able
Surfocs of kNer
• shall k flush with
SECTION A -A ------ _� finished surtau of cover
DETAIL OF LETTER
17 •ti '
C may able o arses oe - s ape ..p ••� I
circular,elliplicul or stmdor cross -
•••••••• _M ---- - ''
sec/l a,,. ...c•.o H. .... .. • ` F U - ---
f -- D
----ATE - - ci.... r..••e.tlN -- • \ i
6c'AlNO. 2-D235
haw, - ', ._:.� ;�:'= NONE MAR.'S7 s.,,, , o► I ''
L
APPROVED BY
ASL Consulting PASADENA (818) 792-3096
SANTA ANA (714) 250-5525
PALM SPRINGS (619) 320 - 4220
2 "RECORD PRl�((NC?" 6-Is�� 11543 RANCHO CUCAMONGA (714) 989-8983
f�EO 4ET�4/L5 56- R' E. CAMARILLO (805) 388-2344
t An
�J S tr 8 ILLIAM L EXP, a-30-89
ENOR CITY
N0. DESiCR IPT10N DATE DATE
APPR. APPR. DESIGNED BY CHECKED BY SCALE FILE NO.
R E V I S 10 N S DRAWN BY DATE JAN. 1988
0
Cover to 1b 1 -}--I`- R-------- �T�----------- -?r Ar
101 - 1
`- /
-- ----I '---�- I
` �I i 1--- I i i �, 1 •E `1 r-
•411
See pet ell Y`" o " x 2 4
See fJow • =
- • c/p/A Awrted r - i N' • i -AlocA/ne lirrblA.
L ; '�ru"er oeskel --'--- - I �'' SECTION 8-�
i_ ► I
� TA "
N 1 I I
j•------pPf--------- screw vis. • Ne/�
-Mae It 11" I r "� �� 1 NOTES:
�0//+ --- ------------- -- I _ 1 --i --- I_._IXNHOLE FRAME AND COVER SHALL BE MADE OF GRAY
oa •�/ •T 1 I-- CAST IRON CONFORMING TO THE LATEST A. S. T. M.
Ei jO�' ,_��"�x: i0y�ee1�jr 1''{'� __ _�_ `S•R STANDARD A48, CLASS 30 OR BETTER. PAS:SSURZ PLATE
1 1 SHALL BE STEEL.
• � SECTION OF MANHOLE / 1 -1 2. ALL PARTS OF THE MANIJOLE FRAME AND COVER EXCEPT
�
h 3N '_ - '/ ---, MACHINED SURFACES SHALL BE COATED WITH ASPHALTUM
w##1Mon • � FRAME a COVER �• ,r Y2.J� - - - - - -4 -« PAINT.
N 1
Iii ^I.------ ---_---- .{ 3. MANHOLE FRAME AND COVER SHALL BE TESTED FOR
3 • / -0 \ I 7� ACCURACY OF FIT AND SHALL BE MARKED IN SILTS
�X\ SECTION A -A BEFORE DELIVERY. THE COVER SHALL FIT THE FRAME
wiow t l2 telt na'd-
� � � /o/ SNUGLY BUT NOT TIGHTLY.
2 rear --i T- T /0� � Hol/ S/le 4. COVERS SHALL BEAR THE LETTER "D" FOR STORM DRAIN
�_� >• �t , W SCI STRUCTURES.
1 ' sloe iii a. �i D Q 5. WLrIGHTS OF FRAME, COVER, AND PRESSURE
PLATE
SHALL
NOT VARY MORE THAN TWO PERCENT F TF GIVEN
pA►1ea rbai a i 1__O��QOO HEREON.
aN O 6. WHERE A MANHOLE SHAFT IS REQUIRED IT SHALL BE A
N LETT AIL (• `/-0) STANDARD P
DRAWING 2 PRESSURE MANHOLE SHAFT PER STANDARD
DETAIL Y" DETAIL P[[ ER DET 2 - D197 0 7. THIS MANHOLE FRAME AND COVER MAY BE USED FOR
/le/! Site�% Af 1 2T • HYDROSTATIC HEADS UP TO 25 FEET ABOVE STEEL PLATE.
{------�-- ------ ---� 8. COVERS FOR MANHOLES LOCATED IN EASEMENTS, ALLEYS,
1 1 ,.1
So etsil , �1`II r, r �� ,►,r r -Drill i j" Aa%s. PARKWAYS AND ALL OTHER PLACES EXCEPT PAVED
for STREETS SHALL BE PROVIDED WITH ALLEN SOCKET SET
SCREW LOCKING DEVICES. THE CONTRACTOR SHALL DRILL.
AND TAP TWO HOLES TO A DEPTH OF 1 INCH AT 90 DEGREES
e�� / l0`r ��� TO PICK HOLE AND INSTALL 3/4 -BY -3/4 -INCA ALLEN SOCKET
A A� 4.� B 6---� i �� SET SCREWS.
ANGELES>; ' - -
\ D _ *� REfERENCEf REVISQIC)Nf LOS ANGELES COUNTY
rr ��w• % �� �
2-02/0 wMARK PAT@ Pa.calrTN FLOOD CONTROL DISTRICT
° - '' to �X • .
as54 &00(119 "�'' STANDARD PRESSUE
IN -- '� • "� - /`, �` - • 4 Adt a e1sk MANHOLE FRAIMF
a(/l # / Ao . Steel D
2-63 IGWsed Nole 6
�,,� �" pio/e B a~ Male 7, C
- I r - - �3' m AP -75 0#800 AY. H. A..Ro�....
FRAME -PLAN COV R -80T TOM COVER -TOP PRESSURE PLAT c er w �. - „ -.---
Wie& 195 Lbs. wavht /75 Lbs. Obobt 41ZLft Rae a Pg4a-_,
DAT[ No,
•_Vq w•A. S 4-54 svla[T of
� NOTES:
A / A /. /f MRH" Is less Than 1 -¢,W&2' -¢ A a
A -r- - - A // Ht's bltwVn /-6 a7d2.-6 W+ 2-6.
If "H"is 2 -6 or more ��= =�."
I" r� --� /f "Nils t>;or, /Aon 4��Y, 65r,np walls verNco//y % 4'-D%s"be%w swfory and tapir
_L- from 3 O -to 2 O as shown.
2. This structure sholl be used w//h S/ondord Pressure Monhple Froime and Cover, Std Dwgt
2-Df97. /1 troy be used for h drostatic hoods up to 25 above /he she/ plots. '
3. Where Pressure Manhole No. 42r3ar 4 is specified on the storm phot# pons, S/onobrd
�- Pressure Manhole shot/pper !h/s rtondord and Stbtl'dard Prrsswe Monhob Filvme and
Cover per Sld. DwV 2-D/97 sholl be smAs/luted for Concrete 0w,Abducer and Pipe Std
Dwp. 2-D/07ond Standard Abn-Rocking Af&Ao/e Frww and Cover MV. Diva 2VV1
t• l/ve� on��ir SIG GG (UH. Mo. /) or Doted M (MH- Ma 2 9 M.H. Ma4).
PLAN >c= µs.. of days.
Ground Surface -
)fe,y
l GO& Step
I I- - Std Dwp. 2-D96 ' ,• z
a 1 • 1 - - _ -- - -Electrically hdt we)d ends or
'" /cps ends of bar /9•"
-�_
� . r
4'4 Bon
4--- <'; - _ per 'v4 HOOP BARS
--�- When H is more Mon 4 =0. D -5!- Wv for fgpmost hoop In sho!/;
-I-- ~4 H s4/2' each /ower Amp !n succeselon Increases 5/4 in d/ame/er to o maximum
°Q° of 4 = 0 /n the vertical poriton of the shaft
J - _ _ Oplion•►orl /5" dowel I
I t
w/f-^4- w/T I-- j-- REFtRENCES RL*VISIONS LOS ANGELES COUNTY
_e" 2 - D/97 HARM PATS PaaeRIPTION FLOOD CONTROL DISTRICT
�- Monho% or h --'�' '- Provide 2 x4rconstruction joint when 2-D96 A 11-s- Step Spacing
Storm Droin Qvrx�IvN manhole shall /s not poured monolithic rr/!fi ; STANDARD PRESSURE
tmonho% or storm drain conduit. ' MANHOLE SHAFT
SECTION A -A 0
/ A.worID ev
r_ C► a2- D210 0
2
10
r
UU 04 W
R. C. 4'. /1543
&XP. I2-.31 92
CITY .OF FONTANA ,CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY S O U T H R it D G E V ILL A G E SCALES SHOWN
DESIGNED BY STORM DRAIN DATE
L.A.C. F. C. D. $TANDARD DRAWINGS 3 -9 -BE) t
CHECKED 8Y SHEET NO.•
APPROVED 3 9
CIT N R R. .E. 189 i Of
SUPERSEDES DWG NO 2-DI81
ear.- Phi,
?Vo
--
LOS ANGELES COUNTY
'/�-,•l��'
FLOOD CONTROL DISTRICT
" � sirs'
-• -
STANDARD
11 X2,1.
SECTION OF FRAME
;;�
24 -INCH MANHOLE
w IGNT 2tS LAS
'; � / '
FRAME AND COVER
'
MAN
YTa
coo f ."Mm
- -'' - - A- -
1- - - , , , - - -� - -r
2 D472
.�.rwaw• ^
.ww.y,�rcw.w�� .. -�--
.....» ..
�
! • »
�d ~<4� v Mir A-nwr
_
L/�it/�-. si�r'.
4%4-
...�..r. _... - .»....
.-...6�o`a. OL
4PWA -Aff
- _ --_-- •N .. �. I N.•.t. •...
DETAIL OF FRAME
DWG. NO. 2-0472
None
for 6.9� a•+aaT 1 a ,
C may able o arses oe - s ape ..p ••� I
circular,elliplicul or stmdor cross -
•••••••• _M ---- - ''
sec/l a,,. ...c•.o H. .... .. • ` F U - ---
f -- D
----ATE - - ci.... r..••e.tlN -- • \ i
6c'AlNO. 2-D235
haw, - ', ._:.� ;�:'= NONE MAR.'S7 s.,,, , o► I ''
L
APPROVED BY
ASL Consulting PASADENA (818) 792-3096
SANTA ANA (714) 250-5525
PALM SPRINGS (619) 320 - 4220
2 "RECORD PRl�((NC?" 6-Is�� 11543 RANCHO CUCAMONGA (714) 989-8983
f�EO 4ET�4/L5 56- R' E. CAMARILLO (805) 388-2344
t An
�J S tr 8 ILLIAM L EXP, a-30-89
ENOR CITY
N0. DESiCR IPT10N DATE DATE
APPR. APPR. DESIGNED BY CHECKED BY SCALE FILE NO.
R E V I S 10 N S DRAWN BY DATE JAN. 1988
0
Cover to 1b 1 -}--I`- R-------- �T�----------- -?r Ar
101 - 1
`- /
-- ----I '---�- I
` �I i 1--- I i i �, 1 •E `1 r-
•411
See pet ell Y`" o " x 2 4
See fJow • =
- • c/p/A Awrted r - i N' • i -AlocA/ne lirrblA.
L ; '�ru"er oeskel --'--- - I �'' SECTION 8-�
i_ ► I
� TA "
N 1 I I
j•------pPf--------- screw vis. • Ne/�
-Mae It 11" I r "� �� 1 NOTES:
�0//+ --- ------------- -- I _ 1 --i --- I_._IXNHOLE FRAME AND COVER SHALL BE MADE OF GRAY
oa •�/ •T 1 I-- CAST IRON CONFORMING TO THE LATEST A. S. T. M.
Ei jO�' ,_��"�x: i0y�ee1�jr 1''{'� __ _�_ `S•R STANDARD A48, CLASS 30 OR BETTER. PAS:SSURZ PLATE
1 1 SHALL BE STEEL.
• � SECTION OF MANHOLE / 1 -1 2. ALL PARTS OF THE MANIJOLE FRAME AND COVER EXCEPT
�
h 3N '_ - '/ ---, MACHINED SURFACES SHALL BE COATED WITH ASPHALTUM
w##1Mon • � FRAME a COVER �• ,r Y2.J� - - - - - -4 -« PAINT.
N 1
Iii ^I.------ ---_---- .{ 3. MANHOLE FRAME AND COVER SHALL BE TESTED FOR
3 • / -0 \ I 7� ACCURACY OF FIT AND SHALL BE MARKED IN SILTS
�X\ SECTION A -A BEFORE DELIVERY. THE COVER SHALL FIT THE FRAME
wiow t l2 telt na'd-
� � � /o/ SNUGLY BUT NOT TIGHTLY.
2 rear --i T- T /0� � Hol/ S/le 4. COVERS SHALL BEAR THE LETTER "D" FOR STORM DRAIN
�_� >• �t , W SCI STRUCTURES.
1 ' sloe iii a. �i D Q 5. WLrIGHTS OF FRAME, COVER, AND PRESSURE
PLATE
SHALL
NOT VARY MORE THAN TWO PERCENT F TF GIVEN
pA►1ea rbai a i 1__O��QOO HEREON.
aN O 6. WHERE A MANHOLE SHAFT IS REQUIRED IT SHALL BE A
N LETT AIL (• `/-0) STANDARD P
DRAWING 2 PRESSURE MANHOLE SHAFT PER STANDARD
DETAIL Y" DETAIL P[[ ER DET 2 - D197 0 7. THIS MANHOLE FRAME AND COVER MAY BE USED FOR
/le/! Site�% Af 1 2T • HYDROSTATIC HEADS UP TO 25 FEET ABOVE STEEL PLATE.
{------�-- ------ ---� 8. COVERS FOR MANHOLES LOCATED IN EASEMENTS, ALLEYS,
1 1 ,.1
So etsil , �1`II r, r �� ,►,r r -Drill i j" Aa%s. PARKWAYS AND ALL OTHER PLACES EXCEPT PAVED
for STREETS SHALL BE PROVIDED WITH ALLEN SOCKET SET
SCREW LOCKING DEVICES. THE CONTRACTOR SHALL DRILL.
AND TAP TWO HOLES TO A DEPTH OF 1 INCH AT 90 DEGREES
e�� / l0`r ��� TO PICK HOLE AND INSTALL 3/4 -BY -3/4 -INCA ALLEN SOCKET
A A� 4.� B 6---� i �� SET SCREWS.
ANGELES>; ' - -
\ D _ *� REfERENCEf REVISQIC)Nf LOS ANGELES COUNTY
rr ��w• % �� �
2-02/0 wMARK PAT@ Pa.calrTN FLOOD CONTROL DISTRICT
° - '' to �X • .
as54 &00(119 "�'' STANDARD PRESSUE
IN -- '� • "� - /`, �` - • 4 Adt a e1sk MANHOLE FRAIMF
a(/l # / Ao . Steel D
2-63 IGWsed Nole 6
�,,� �" pio/e B a~ Male 7, C
- I r - - �3' m AP -75 0#800 AY. H. A..Ro�....
FRAME -PLAN COV R -80T TOM COVER -TOP PRESSURE PLAT c er w �. - „ -.---
Wie& 195 Lbs. wavht /75 Lbs. Obobt 41ZLft Rae a Pg4a-_,
DAT[ No,
•_Vq w•A. S 4-54 svla[T of
� NOTES:
A / A /. /f MRH" Is less Than 1 -¢,W&2' -¢ A a
A -r- - - A // Ht's bltwVn /-6 a7d2.-6 W+ 2-6.
If "H"is 2 -6 or more ��= =�."
I" r� --� /f "Nils t>;or, /Aon 4��Y, 65r,np walls verNco//y % 4'-D%s"be%w swfory and tapir
_L- from 3 O -to 2 O as shown.
2. This structure sholl be used w//h S/ondord Pressure Monhple Froime and Cover, Std Dwgt
2-Df97. /1 troy be used for h drostatic hoods up to 25 above /he she/ plots. '
3. Where Pressure Manhole No. 42r3ar 4 is specified on the storm phot# pons, S/onobrd
�- Pressure Manhole shot/pper !h/s rtondord and Stbtl'dard Prrsswe Monhob Filvme and
Cover per Sld. DwV 2-D/97 sholl be smAs/luted for Concrete 0w,Abducer and Pipe Std
Dwp. 2-D/07ond Standard Abn-Rocking Af&Ao/e Frww and Cover MV. Diva 2VV1
t• l/ve� on��ir SIG GG (UH. Mo. /) or Doted M (MH- Ma 2 9 M.H. Ma4).
PLAN >c= µs.. of days.
Ground Surface -
)fe,y
l GO& Step
I I- - Std Dwp. 2-D96 ' ,• z
a 1 • 1 - - _ -- - -Electrically hdt we)d ends or
'" /cps ends of bar /9•"
-�_
� . r
4'4 Bon
4--- <'; - _ per 'v4 HOOP BARS
--�- When H is more Mon 4 =0. D -5!- Wv for fgpmost hoop In sho!/;
-I-- ~4 H s4/2' each /ower Amp !n succeselon Increases 5/4 in d/ame/er to o maximum
°Q° of 4 = 0 /n the vertical poriton of the shaft
J - _ _ Oplion•►orl /5" dowel I
I t
w/f-^4- w/T I-- j-- REFtRENCES RL*VISIONS LOS ANGELES COUNTY
_e" 2 - D/97 HARM PATS PaaeRIPTION FLOOD CONTROL DISTRICT
�- Monho% or h --'�' '- Provide 2 x4rconstruction joint when 2-D96 A 11-s- Step Spacing
Storm Droin Qvrx�IvN manhole shall /s not poured monolithic rr/!fi ; STANDARD PRESSURE
tmonho% or storm drain conduit. ' MANHOLE SHAFT
SECTION A -A 0
/ A.worID ev
r_ C► a2- D210 0
2
10
r
UU 04 W
R. C. 4'. /1543
&XP. I2-.31 92
CITY .OF FONTANA ,CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY S O U T H R it D G E V ILL A G E SCALES SHOWN
DESIGNED BY STORM DRAIN DATE
L.A.C. F. C. D. $TANDARD DRAWINGS 3 -9 -BE) t
CHECKED 8Y SHEET NO.•
APPROVED 3 9
CIT N R R. .E. 189 i Of