HomeMy WebLinkAbout1822-3614
/
1
- \ l
s.
•
•
•
cr
flow
�.•-•
V
.
• See Special Nola
-- • - • Variable i I • Voriob/c •- •, -1
1
Sial, Opening '. I Sion Opening - . ' Side Opening f- •K
! Basin �'. 7i�p°'Curb - lb�/n ' , ., posh p .cf.
�" j-- -.k - - s -...1,:a........-+
�_ f --i /--
4 -� �; T,l�
4
( Sec i►ulo'b 7
`•,f'! m/ A
01 011.0 faces fyuo j)"e • • - - ----- --- • .. _ . . .
- Simi M 6nxk or see nole'"
j-Slroighl G'lrade orsee
nole•I''
• Spacial Note' Where no curb exists, curbs shall be
constructed between ends of local Depression Curb
sec/iwr shall conlbrm %o/hal ofconhu/hny agency r.
r- - • See .Special Note --'••• ----
CASE A A
r 1....__.. l- 11L code Pin/Ate ��
I lUr,obk • - . i Vor.ab4
ofCurbf2 I D i ' ELEVATION
rw
: Gu trio,'
-III .
r.1
r--- -
Side Opening
Dusi/i
K• 1•-•1
1 I
1 I Cf:
•
So`a hole.
t
1.
I t �% lCurb'focu) �ti&
hi 610.1er Seebole- r11?IRi &f
Ridge
h t Goode or see note'/'"
�->
• mCASE D
r_._..../c.;.:___ -. See Spatia/ M'/c - - .6. _ .
1
,' l?!4 ; o�s'e�� y r I?' ,,
G. l , =•Tapir Curb ' Ibs,n r _ 1
14 l(fglo'Curb �• S1rGr
*1 ill 611.):41.'
1.):4 ;sr
f '
Ridge lint. • 3i`� `''�
lit 6roda or'see ntitsP"
r
•1
If.riob/e
Safi nolo "b'
1 Cr
-▪ 141 a -
"I flow
' IUrlo Ue
• •
H,inl#1, • /i,Jnl_ly
i CASE C
2-D88
Seo no/e b`
'/Q,dge Cine
( !/ ou/n/ Off)
•, k91.
/// B ` ..I I -G_ - ' { 4 •3[Xy0fe1
•
SECTION D -D /
_NOT ES
• o loco/ Depression shall be ascii unless otherwise spec!/ Scdivi gcrlenr1 plain.
•' b. flevot/ons a/ outer corners shown on general plan. Ir no elevations ure sped'
• • the outer dege or Lazo/ Depression stall conlbrnl to finished street surfLce
C. Stokes shall be set to grade olony the valley and olur,� the ridge line (Outer.
edge °factuu/ depressed area)- Stakes of points M "and.'N's•t,oll beset
ono rlrUi9hl grade between lops °rend benders (iron a vertical curve
see note I''). /hese slakes shall not be /ieinnved unlit just DCMilt Me
- l)no/ finishing.
d ii • 4 tenet unless otherwise specified. eK - S /bel unless other,rise sperrriel
L•6' - -
H • 4enc/les •I///ess o///ersy,se shown on the yenora/ pian
e. Points A and B shall be se! a/ /1 niches be/o.•
y.///er grade
l' Special details governing the construction dr this loco/ Depression on
vertical curse shown on gene, of pion.
M&I1HENC1I
REVISIONS
414A• 001140.•11.494
■ ,-. i .1' J".w,N d•I' I."A'
• .i // ': CAI'..' 1.9
A tt N 1111 A/....44 Woie
e 10 SJ Wed Nolo, end
Cringed 4' b'W
4 11 15;4sJi I yule
�
• I /J l•Mwta• 1,/M•.1 t
1..•..., ....... 1... �..
LOS ANGEI.L S .. JI,NI Y
f1.000 CONTROL )ISI14IC:1
LOCAL DEPhESSION NO.2
FOR SIDE OPENING
CATCH. BASINS
'tel
;fit�i'1s r.0 1
s.111.11 1 I „1 I
T• _t
Slier/ froolr.�
lite
M..A.M frim, /,.rer,
stI PAI.. M. 2.0041
412
SW
) oner./e flop onerWA,c.▪ r,
1310. Phe N. 2-4/I7
" 1;1 mye.wr
0
• Jit jp •v../
*01ors
na:1wr
•/-M-,
SECTION N -M -P -O
P i•pier1'kdo' f
0,4•41 Arte/
s► 11;f
"a '6. C ter',;
%
pyo awe
o f/°'five
3-0 w.,ew
(w/•... CAC
-Abriir,
A 09N • T,. 1s
T,e •.,.•
i
•
I
SECTION
•Q +f v+►r/ ht1d
A
P4AN
%• : i • cw...wr,.1.,... )
Canasta •leo
a /,.toe `l� •l l lir"ri,] •
fy...•d.F,v h
i. porew•b..s.
Mb -
'a,' Peep...v., .r..ee.
4. lee t both wags ,b be
• X.. used 'then 8 is r.0 -or .,ore
'4,16 nc both .r1op, k,be
wed when 14 n CCU' per
3 - •4 J bar.. 4'-I'A.y, 1 -at &e1.. .
Mittel./ 4.rs I -I t to tot/d• edge
e1 m•.A.ie.
sfh
• •
Jl
Pl
rrf
r-.
rL ;ML M
(s4. r••N d)
Nb-
�!� bees
D Omer
"en/
,. J -reseed••
•
NOrEs
/ - VALUES Av A,B. CM Q, ewR
E,t/pn ',end EAw.►
ttfa, S ora .1/on .,r, the pion.
TABLE w/ut-s ,4sr Fend Thereon ,
2- LATERALS' M laterals enter on Oom vide• dermrnAok,.cc,a1 shalt t/.o'/be h,:otn,
,ride re s v, ?he .vno//rr.btery/.
0 .1-CL7YTER /Y'ALe.V/it.l' f JNAfT ,,Ao//b /vto/.dew ten/er /.',., o' Sten. D,..7 .. h. , p ri
44'o• lets, rr w4tJ, aa►epAsce 4( ci-a sbn►..elrtco'rk• o-aw.d.4.// ft'w ,t.' len. n-/r►e
4 -L (4. TN o/' n,o-,/.0.6 my be ereriused al option lu meet pips ends, b✓/ inns, ch.ryo
.lYr/nor! 0/ .sp..r Mw/ be ogorosrd by the Dish../ f-it9i••te,
5 -DETAIL M When depth of,►w.hoArhum "Awl !op •1 bola /e.rr Iho,. ?-/Oil ib' p.,.re
atrek or .l '-6 ib- tereasdtredl cs sdrvc'l n,onohir,ic A/,oft 04 per 0. toil M
C,,frg.c !.'i d,/o/d es per 0etedM/6ronly doth o/nwrthoIed o/Y. ono/.
When chains -Air El ,i 49 it lass, corder d silp/t .she,//be /state/ os,ore Note J.
'4-44r, a Ov41-/NroArC/M6 sren ah..//A. r.rr 2-O/7/ -'straight Dort /f c%ar /ruin elate of
r.6-, i�- cwrtcrrle uv/4ss ih wn e/Aer,94s T,v brnit ow/ bo k/ end ipucM /4"o,, cernMrs
oe e/oe.t- d/ee/OchedYl/e olekNArd oar /r/on
vav f 47- fMBflAWNI, P, Moll be 5"7/^r • 14.441o» /e» and 8' /br Dr over 96'
4 6 -.57(P.3 'holt be* "noun. ro4.unit„f a/ono,o„t/,o%vdrest less the a✓,rhe. 1A
walls s✓serer-furs. Le•,3us otherrb,s• sAp.w, the apo..,1p //►o//be 14to /5 "n.4T/,e
lowest step eAu1/ d. not new then 2 reel above the invert ' 11 Loc. L'I
O-/WMfNRECCCER, AMDP/PE/w• access .'Ares// JAo//be sealed sn /:2 oris merrier ore/
neat. pointed ov- wrp.ed seer,/..t/,o//.
l/-f-LOU4 d mon/rate shall be e1e4/ lno.-./ed to lore. y.,y
/2 - ocior cif n,f ✓,04 erxA�dwry osw .tlnu//A.rn w -►e e.. t,,,uow oro/iron, eeceiut
that a construct'''. owe! */the ♦Irwsyrif Ane with o /o. yilur/.v,o/.byway rJ
permit led,
t7 /J/4 iAOOpsiON Jof o dor",/,rs os.f inoida
d - ft j ri
o /5. iffier• Pressure Manhole No. 4'''"Ic •°` T
is specified or, plans see Std "" -ftt..Owg. 2-02/0 nots 3. lt.
•ls I'e" s .9.94 1p ON. •✓
F A
.'•..tis, I '.
7
1s „5/ Q
• � •• � to /vwtev After pipe s.vf 0%.
Kor.OAM
Seolibr Aon
r
9+'
we /l
of etes.els.r.,
TABLE OF HAR SIZES
e 1
.when 1.p N rt 1 Au,/
0 r...., >ti r 6i1Py w..e
•.•• • , • f ••
w
114'
a y.> eg
Dor 8 A18 Sots Derr Air,
�S•r .4e 6•
42'44' '603' '896'
!0' 144, •713'' •6• i'
stet for
=Fr D. tF
111
PLAN
. (.tlrt►.Jtr qhs t ♦Ai Jit____
1� 564• B•3000
,/•&564.
concrete boo5A
4•
.loaf t10 •tS,vrl
...IA . •...,whew of 34"
LONGITUDINAL
SECTION
u*.. e•TE- - Di$S4.OT14g
REr(REHCEs
6✓'
6"
1!1
102'
IO
12'
•
RCVISION$
3 / 74 ADDED role / STD At 1-411 .v. C Isle th•
.•- _�1.Y tit. ,
2-D 113
2-D181-bL
2-1)107
2-D171
2- D 211
2 090
r.
- e k.
•• •C•.11.05
14.
li
5 •
14'
LOS ANGELES COUNTY
FLOOD CONTROL DISTRICT'
A
•
•
134-1
i Edges to be rounded
!) ,
(3tia (Pt nOtAsNhown )
street agrcide --- manhole frame ond cover
`67 TPlan NO 2-0472.
Radius' Lao( Spur
Alt Sleet Reinf.
• c Up
E!
1-1
Stec! Steps.
E E
F.
36 RCP
SECTION A -A'
DETAIL N PLAN
(Shaft not shown)
see Note M
itom
apps,„ at the, point TH‘ ISSEDCRATWIONNG SUB; EBPSEDES Cer6.
g'xr 'rag seat
4.,Ta. 4 Tor paved streets] I I] '
SECTION C -C
NOTES
- IGHT H A -A amd 3 cc IS -151 shall be not 1••• thwri 4.-0% but. may be increased
provideal that e value of rd 5.haill be riot less plain monkrwm •p6C.orsed Ilit re-
ri(Ohno.S:c.Chin-C).,:eire. :octet, Pp. pe end..
L- LENGTH L pholl be 4 feel unlepoLotherws•s shown on plain. L be
M- SHAFT shrslIttn structea r doc wind POGO N when agpth frvni afreet
Arrxd• to top or bro's 1e less 'Tr l'-ook inor paved •rroots or s'•-•• 69- unpaved
flretts
P- DEPTH P •Thily nociuced to on oibwolute limit of 6' when larger values of P
would reduce (in sec.C-C, to or- less.
T -T shall DC 8' for votoe, or up 10 and incluclirt9 6 feet.
T •holl be 10" for ur 11 over 8 feet.
7 Whel e Pressure Monhote Nails spectied on pions see• Sid ()wry. 2-0210 note 3
l-3TEP3. shell be j" round , qolvolnir•41 atcel ond anchored not less thorifo ;riches
n Hie wall* of air venires i wires s erherwiiit shown, steps 90-1.15 *pored 14` To IS'
The lowest seep shall be r.,4 more then 2 feat above the ledge at side of monrosie flow'
Sire Std Dwq "D
2. -ft= 3000 psi et 2 8 days
3 -IFLE..INSOcORCAncteCarvfle 7t EL fitiall be pt. 1-0171, stra.qht bars 14" clear from
4 - 5•TXT IONS of manholes shown on Plan amity ot center line. of phalli F. levaticene
. ore rihete.o short, center and refer to the yw-olenged invert grade line. Soo Note L.
or- wiped inside • er)on
Inlet elev•ition
PINVISIONS
AI A001
•Ik TS
111111C01•1 ION
LOS ANGELES COUNTY
FLOOD CONTROL DISTRICT
•
MANHOLE NO. I
PLAN, SECTION AND
DETAIL
CHI • porton*
•
Dowel per
411--
t-± I
±-1!1"; TT I
cf--1:6[,. -Anchor
EI
CI 1
141
-Rein( per Dwg
No 2-D232
ItA
111
'7 I 'till y:111\ 1
From, ond Cover per
'All. M.H. locations
1
2:1 -/per 'RDewingf " 2S: (20157%1J
Dowe
Dowel
TOP SLAB - STRUCTURAL PLAN
Supersedes drawing of the some
number doted August 1950.
REVISIONS
HARK
DATE
114
A
•
0
err
o 6-.514
'• I
-ft
oircp
r
4 16
1-
6- 3
t..
NAPCED MIX
r V het ( I40.
REVISED
•
RE•1C NOTE
i/I 'n
CMANLP414 FP.
I TLSS
.19,41.n •
MANHOLE NO.4:-
PLAN, SECTION, AND
DETAIL
POOR, D •1
DAIF
5•31.30
2- 0113
J
M ,rn,u m spoc y o1 - - 0 0 of cos or role'., f/etib'e joint
/ars shot N 4�.e. -, o other tandem or dscl. I!o See De1.r1
_ 1 , trno t SA. 2
beam's* precast eiI -
�Q1+.
'-I
M,ninsn t beating slain
N 1 0.0. of pipe
,ice^
aI 420- C -2000 Concrete
Trp/ A
0- 6'A
• R
Trp e
CASE I CASE 2
REINFORCED CONCRETE BEAM CONCRETE SUPPORT WALL
GENERAL NOUS:
4 See /able pn /41s sheet for minimum
length of bearing.
DIMENSIONS OF
RE/NfORCED CONCRETE BEAM
4"Mn
A figt
,V''1widened
S(.ppwrl
ENCASEMENT DETAIL
FOR SANITARY SEWERS°
CIA m / /n /Ae cote of sanitary sewer supports per Case 1,2 or 5 , a or sheet 2 of /Ns
slondord ,Me sewer shall be encased per the Encasement Delp/ Ion Sonifory Sewers, and the support
Moll be widened M the width d the encasement ono' lengthened to lull support such encosemen/.
2 Ap' of Me Cases Mains on this stonab✓d may be vied of the contractor's option Ynlss
otherwise slow* ow Me project droning. • I
3. 1)* m+r4rnm NgpMs d be. -bp shown ol the ei d R C. 8.oms, cost -iron end she/ pipes
Mol/ be ine'reosed t so directed by the Engineer.
4.'S'moilcases equals lie spm d in* pipe support meoswed along 41 centerline De:ween Me sides of the
• bench or to center/,nes 01 column supports •
CASE 1 NOTES:
/ width of Perim shot be outside d'a, 4v o/ pipe plus 2'
2 Reinforcing sloe/ N De paced /If clear from sides thd.bottom o/ beams.
Q3 /1 timirts ore precosl,ends d Peoria sho// be bedded 14 A\420 -C-1000 concrete Op* of trench.
14Cbss C'mortor shod De paced between top of beams One atom of pipe to pat Dear,
CASE 2 NOTES:
1irS 1iwonn she/ Vv. o firm beQring m /M vans!subprod4 anvans!the sides d Me excavation
2 t of Mos/ 2 free and clear of gas Ar water mom a other c r1 or dud.
// Type A or Type B cross :action mor De used o/ the contractor's option
4 /Menevr so enacted by the engineer, the contractor shah pierce the wall with solid* openings a
prevent vnequ01 pressure resulting from flooding the DWCA/N/. The volWme of the pierced OiVnings
sho//not exceed '/e the volume of Ms supporting woH.
CASE 3 NOTES:
1 Coss 2000-D spun rp,v►lorced concrete pipe 01 the same diameter os existing pipe may be used
only where width Of bench ns 5'-0 pr lass
MAInxint Lengths 01 Bearing Of Ends Of R.C. Biome
Depth ot Cover 5 Min Booting
REVISIONS
NARK DATE )1 *CROTON.
04419/10609
76 Flexibk /00,1
S
A
rdoin
-- • Existng concrete or
- RC. pipe.
8 t' Abe
(Collor of 420-C-2000 Conc.
SECTION A -A
CASE 3
CAST IRal PIPE OR SPUN REINFORCED
CONCRETE PIPE
ALLOWABLE SPANS FOR CAST IRON P P
DEPTH
of
DEPTH OF COVER
CLASS 250 P/PE
INS/DE DIAMETER
INSIDE DIAMETER
181
5"
14-16'
9
13 it
17
20
224
30"
6
33"
6
-1
36"
6f
39"
7"
MAInxint Lengths 01 Bearing Of Ends Of R.C. Biome
Depth ot Cover 5 Min Booting
REVISIONS
NARK DATE )1 *CROTON.
04419/10609
76 Flexibk /00,1
S
A
rdoin
-- • Existng concrete or
- RC. pipe.
8 t' Abe
(Collor of 420-C-2000 Conc.
SECTION A -A
CASE 3
CAST IRal PIPE OR SPUN REINFORCED
CONCRETE PIPE
ALLOWABLE SPANS FOR CAST IRON P P
DEPTH
of
CLASS 150 PIPE
CLASS 250 P/PE
INS/DE DIAMETER
INSIDE DIAMETER
181
5"
14-16'
9
13 it
17
20
224
30"
6
33"
6
-1
36"
6f
This drowlog reploces drawing 2-0173, dated
REFERENCES
REVISIONS
•
3-4 Revised Cases I,4
10104, R•riutt 6e. Not./
44 71.5 65 Aettee Entotemme
LOS ANGELES COUNTY
FL000 CONTROL DISTRICT
PIPE SUPPORTS
ACROSS TR.g.bICH
APPOOVRO
NOT TO
SCALE
DAVI
JAN
SEE CURB OPENING
roe°, pow et
DETAIL SHEET 35
1,1
2 -096 and Note 5.
all directions •
• Subgr ode opt iunol
`Alternute connections
per Dwo. Nu 2-0224
SECTION' A -A
DETAIL OF DOWEL
NOTES
Locate pipe at th,e downstream.. end cif: the basin irriless. •
noted'nilierwise 00 the general plot.
2 cl'QuipeclashaTII:e- trimmed lo the finol :hope ond length before
the plocement of concrete.
Design , = 3,000p s i compressive slier. jth ul 214 days
Fshlocioltr be°f given n steel -troweled surface finish
the boson shall slope from oll v.olos lo 11.e outlet owl
Curvatore ot the 5111 ond side wail oi the gulled opening st.J11 De
formed by curved forms; or.a cia exposed edges, or corners, ond
ond finish to Inc existing, or proposed, curb rind walk, udjacent to
Top slab - No. 3 Dors os required on the -lop Stub Sloircligial Pion
Std 0wg Nos. 2-088, 2.0415, os snow, on the yer.orol plon.
b S-2",unless otherwise shown
V . 4'-0" unless olheowl.se shown on the generuf pion
5 STEPS, (Std Dwg No 2-D961
bosei
V over 3'- 0" ploce steps al 12 -inch Hite, %no: from Iiie
01 the boson with the lop steP '5 12 iocnet Irn•rimorli) me
top 01 the manhole.
LCX; ANGELES COUNTY
FLOOD CONTROL DISTRICT
CATCH BASIN NO. 2
PLAN, SECTION
84 DETAILS
APPOWVILD „0":1,
fr
-44444- r-411•4411-''
or I
QC'
las4
,N veiN
beam dimensioned ond
\ reinforced per table under Case
1 l'-Co/umn support beam dimensioned
ond reinforced per table under ,
PIPE CONDUIT
\ Case I. Minimum thickness 12°.
-Where dimension "o" measured from
of conairit lo of COlorn exceeds
1/8 OD. ,pour woll to side of trench
os shown. Use some reinforcement ond wall
thickness os with centrally placed column.
lc?
BOX CONDUIT
* See table on Sheet / for
MMItI7IIITI lengths of bearing.
COLUMN SUPPORT WITH REINFORCED CONCRETE BEAM
Nores
One or mon, column supports moy be used. Spon "V shall not exceed the paves tabulated
under Case /.
2.C, span of column support beam measured normal to conduit.
3. When the pipe lo be supported crosses the trench on o skew angle of /ess than 45', each column
shall be supported by o beam constructed at righl angles to the trench. See PLAN A.
4 Columns ploced direc4, over inferior wolls of multiple boxes may be supported per DETAIL 8.
5 Columns falling on one span of o rnultiple barrel box shall be supported over /hot spon ot4-.
6 All reinforcing steel shall be 1-1/2" from sides,edges,ond bottom of beoms and columns.
7 Al/ concrete sho// be 564 -B -3d00, except as noted
4001 .,000 Cox
15" ro 74" st 0171 WSW
Cray Dot '
ALL DETAILS EXCEPT MECHANICAL JOINT SYMETRICAL keour OF CONSTMICTION
SECTION X -X
1
SECTIPNif
fies 12"
Trench Width 1.\\
ts
•
•
•
Conduit
PLAN A
4 --Loss Mon 45f
NOTE:Pipe conduit
dimension greater
llion 1/8 0.
2-P173 .2
(5- 4 bars each way
DETAIL B
COLUMN SUPPORT OVER INTERIOR
WALL OF MULTIPLE BOX
REFERENCES
REVISIONS
MARK' DM
4-72
1-76
DESCRIPTION
CfrInge -z to
Revised Cases 42,
Revised concrete
FloXible joint
LOS ANGELES COUNTY
FLOOD CONTROL DISTRICT
PIPE SUPPORTS
NPT TO
SCAL
OF
1
r Min
Concrete
Round Edge
E end F bears
/ (Soo Poem 1St
lists
•
- Min PLAN
I'MAIN LINE STORM DRAIN
•
- 1-
--Tie bars
SECTION M -M
A 1144
REVISIONS
111
DAVI
DESCRIPTION
119119140
HOW I HI
•
A\
/1-724
iberisad Note 7 end
oxleowd /Vole /1
A0000 NOTE
Rev/sed N.At
Mon
of structure
TABLE OF VALUES FOR
T
8
T
181
5"
14-16'
9
13 it
17
20
224
30"
6
33"
6
-1
36"
6f
39"
7"
1 `-1 3.5 Concrete
NO0T5 E3: inches,
I Junction Structure No 2 is to be used when 0 DT of 8 is greeter thon
the 1 D. of 0, or 8 is greOler than 24 inches 8 shall not 'acted % 0, !
NOTE: No more than one opening shall be mode in one section of pipe
Elevarion "S"ore shown when required per Note 12
41. 3 Elevation S applies If WW1* Well 01 structure.
Saeolloo limits shall be determined as follows;
Upstream Limit - .Ailihthetheintmerosiencliiionne poilptehewooluitsidt of the spur wall
Downstream Limit - 6 inches downstream of the intersection of the
spur woll ointh the main line eles wall
The opening shall be rectangular, cut normal to pipe surface and
without domaging reinforcing Steel II 0 loint in the main line pipe
lolls within the limits 01 concrete Crodle, provide 0 tonere,'
leinn‘ciatssernoenthl*once,00101:1 obove that too of the morn line pipe to Me
6 The main line pip. shall be cradled ond encoled on 1: 3:5 concrete mit,
intending longitudinally 12 inchroS beyond the limits of breokoirl (See Nole
4); and Ironsversely o distinct col H on each side 01 the centerline af
Crodle may be omitted on side Opposite l!pleral inlet when COnStruCled
in connection with existing storm droin
7 Reinforcing steel shoii be per 2 - 0171, and placed IV, inches eiepr Olen
lace of concrete, unless otherwise shown.
a Enoloindd. F bars shoo bt corned to o point not less then J distance frOm
9 Concrete strength shall be 3,000 psi at 28 (toys incept as °Moroni,
Centerline .I4 Vie D + 6 inches.
1101 wElnoeconr jcivInscliriuocnture shall tie steel -troweled 10 spring line
Structure No 2 is specified with reinforced monotithic tact)
storm drain, value sholl refer to the clear span of t_tittna0c;:,he in the some
nRoe:ratro.grcuainfgeosteel sholl be cut .mid bent into Junction
moor ,f os tor pipe Concrete cradle under reinfoiced monolithic orch is
A &, i2 Whets Eievotion "R"ond Elevolion "S'ore not shown on project arawings, inlet
p.pe shall enier moin lint rodially When inlet pipe enters main line other than
radially, Elevolion '5' sholl be Shown on waded drowings, ono inlet pope shall
be 10.0 on o straight erode from Elevation S" catch bosin -or grade break
in hr./ Eievotion R" shoo be shown on project drawings only when stub is 10
be provided in main line 10r lultart construction of inlel pipe
Stations specified on drowings apply al the inter section ei center lines
el mein ond taborets, except Met sMtions for colcti Orman connector
pipe empty al inside well of structure.
Use Tronsilieri Structure No. 3, Std. Owl 2-1)188, when 41.C. Pips is
used for mainline.
SECTION Z -Z
2-D112
SUPER SE DES DRAWN% Of THE SAME NUMBER DATED MAY,1333
LOS ANr,ELES COUNTY
FLOOD CONTROL DISTRICf
JUNCTION STRUCTURE
NO. 2
MON 4 ,111•1111 *relit CAR
Dowet-
Ff yid
Alternate Maohole
locations per Uwg No. 2-0157 -
Dowel --
Anchor -
id
tid
FLOW
I I:
kyi"p- 1
Anchor per
Dwg. No 2-0232 a
`Reinf per 1 -....rat I\ ‘"- 4"Rodius
3" Rodius
Dwg No 2-0232 A
Dowel
TOP SLAB - STRUCTURAL PLAN
or bars, 4 req'd
-1
DETAIL OF DOWEL
t! Supersedes drawing of the some number
doted Aug. :50
MARK OATS
REVISIONS
DISCRIPTION
Ad4111A0 IA 11•1. 4
411
ail
tO
/Std Frome ond Cover
per Dwg No 2- D156 a
Anchor., -kJ
DOwel
11 I
, -Step per Dwg No
2- D96 und Note 5
NOTES
1. CONNECTOR PIPE,
Locale pipe at the downstream end of the basin unleSS
before the placement of the concrete.
2 CONCD:REnsi:19:n.,
outlet and sholl be given o steel- troweled surfoce
3,000 psi compressive strength at 28 days.
Floor of the bosin sholl slope from all walls to the
Curvolure of the sill ond the side walls ot the gutter
opening sholl be formed by curved forrns.
Sur foce of all exposed concrete shall conform in grode,
slope, color, and finish to the existing, or
proposed ,c.urb ond walk adjacent to the bosin.
As required by Std. Dwg. No. 2-D172.
Curb face at catch bosin opening (Exist. C.F. t H shall
be as required by Std Dwgs. Nos. 2- D 88,2-0415 or
• depth at the upslreom end equal to the curb lace at
the catch bosin plus 12 inches,,t bul in no case shall
the slope of Me floor exceed 3:1 .
DETAIL SHEET 35
fi SLIrDeesturotrac 5. STEPS ( Std. Dwg No 2-0 96
Protection Bar and
SuPPorl Bolt per
Dwg No 2- D175
ond 2- 232
,•Allernote connections
, per 0wg No 2-D224
Slope 10 outlet
from all directionS.
FIKATIFIN ^40
toOM bekaw for. minimum
lengths of bearing.
STEEL PIPE
DEPTH.
of
I .• SHELL THICKNESS
Min. Bearing
14-16'
9
13 it
17
20
224
CASE 4
Mint L Of Bea Of End Of e
Nab a Cover
S
Min. Bearing
15r-181
30"
---FLEX/BLE JOINT,
TYR SEE DETAIL
BOX CONDUIT
CASE 5
CASE 5ANOTES."
I. The concrete support wall shot/ be constructed according to the details and notes shown for Cal
2. All concrete shall be 420-C-2000
2,
fluor of the basin.
V over 0" , ploce steps el 12-onch intervals from the
floor. uf the bosin with the lop step ot 12 inches (minimum)
below the lop surface of the lop slab.
- D163
LOS ANGELES COUNTY
FLOOD CONTROL DISTRICT
CATCH BASIN NO. 3
PLAN, SECTION,
AND DETAILS
APPROYE0 DT
Inside diameter of steel
pipe 2' larger than outside 1
diameter of ben -1
SECTION A -A
SECTION C -C
, ompacted or consolidated
to Me re/ative density required by
Me specifications.
G NIT;
OF I
concrete
SECTION B -B
PIPE CONDUIT
CASE 5
REFERENCES
REVISIONS
MARK
DAT( DESCRIPTiOn
1-55 Revised Ad&d
2-55 Changed f 10
5-55 Revised Cases 42,
4-72 Revised concrete
desioinotion
1- 76 f7exitle joint
LOS; ANGELES cOUNTY
FLOOD CONTROL DISTRIn
PIPE SUPPORTS
ACROSS TRENCHES
APPROVED BY
NO.
DESCRIPTION
ENGR.
DATE
ede.iii./44 PA,
CITY DATE
APPR.
REVISIONS
ASL Consulting, Engineers
DESIGNED BY
DRAWN BY
115 43
EXP 6'30787
DATE
SCALE
PASADENA
SANTA ANA
PALM SPRINGS
(818) 792-3096
(714) 979-1761
(619) 320-4220
FILE NO.
APPROVED BY ,
CITY OF FONTANA PkLIFORNIA
PUBLIC WORKS DEPARTMENT,
DRAWV BY
DESIGNED BY
SOUTHRIDQE VILLAGE I scALE
NONE
STORM DRAIN
DATE
L.A.C.F.C.D STANDARD DRAWINGS' 4? -86
SHEET NO.
6 OF
CHECKED, pY
APPROVED
•
7(4,4d—ildefe.4-1
CITY ENG NEER R.C.E. 18932
•