HomeMy WebLinkAbout1623-6;'fir, "kw. w 0A► urllllf lfeetifestry
welded see.. Weal N 4,0" Sheer
Cor sector, ,
4ebtw KSN Melding Sys/ems Division
Sheol Connecta, or epvo/; slogger eS
indicated below.
11
. v
A
L 1"
•
err
� •��. rs
- s
•_T
1
`t rQjf•
?� t /IwMlrsdy Most miff NOW NM Oban
ti Spec* A anchors app'v4rolety warty /rams pp
between end eschars and anchors of spice %ah/s swop,
we►M1 of a anchor local/ea. Space 9 anchors of opp ori t sfsly,
45 mos. between and anchors.
ALTERNATE METHODS FOR FACE PLATE ANCHORAGZ
I. •
3Is!Vie os
•4OsS'1316•Natoli a►Sseetent
1
. rift
.ip
y.,
/ Ad,
.t •4.
®s30orf:47•4 041'cc---�
/Am.; Colt* SlMt *y sM re101b/l4►p slN/ mw she*
Coos Ler
,j'Ito•A .v.aJfro436l. - -..,'Away
lams. as shown • •
P
aseibtaAi
J
•
t S �• ^•'�-a•wtr' 3-•S er•'Shaw s tM•A•) A.S. -
..<�.e.la.. r. O •.
*wises
opeeee Ree colts
plectatmt,ee eco- -
T
16..' i
..,rets. M,
-_--TAW M Aare
•---•-•ad/ustobtb Shoe, (2-0244)
••-•••• r. j. Anew Nd Arms, ser sorer cop s,i (j • 4Ab, M►Inch!
--••--•- irae01.., amt Soo Note 2
-•••••• .. --. --Cs& or mach j "hots j 'dose eke o. Sag.", 94? Mir *or APPt
•-••• •-i'K' Gotresirre Sleet -Std. saber, MN or heiepwel MN mNtAM. M11. Se. /MAP J.
tki
...... - •*tees erthop stern p4 hotMl•I4
Stet Aro w es owwbd of msisl
-...•1610t wok slew
II a. •
, .• , s..
e.• •.
•
?Were.,
iS/4.~ . tach Segs siT'
Moms, Rico W COAL*
9.m' end wee-,
•$ •1s mM .*romp wsreetr Mower" ale SAI el Me cart* haw /A
ere . reser
1' Me sooner protection ear. Soo Not* J.
2 -revert Not, Mw
Gorey, ANIS,
'1• I
I - 1
Led Anders,/ect,A
ea ma)
•
i....-
•
•- lefroome Pomo•-;'•-f s t s0=te r Nom
mai
r
.� \ L r
I" . • Se. los NUnlsh eeaSOtrp
tr '� .Nor/ for ow000/1sditi.. ;Mice ./s
1/0
1- ,'--Coast wait k hop"
r r (woo srgwea►
m FACE .PLATE END 8 SPLICE DETAILS
A
sIrtostet$ owwtsN or sore MUM4* DATED s•Vq
LOS ANGELES COUNTY
PL000 CONTROL DISTRICT
REVISIONS
••N
•e••rn•r
it SA.1.
FMS-qJ,S
GWN.
A
m
m?1-68
Pt* 44
11.16.71
j474
Fewtee 0W4.1
aer•.es tiro
atr:•:e a.e;1
•I Our a.rn•heN
OETAL OF CATCH BASH
OPENws
. c' r, Aim 7�.✓r ; wr '�._+
s 6. 'DWG. N1). 2-D232
6•b=ail setter I or I
,NO TES
Mer a •et • Mott re' 74 ofmforfis Mere HOW of fit1019, moat
1:
Promo*, lot/ .*alts M Ai, 91V.'MI seplswtMAt vomit, ace rillM w
Slowdarl Crewe, 2-0171.
• Awe., /kits mom 9• moot 4s Aiwa as N! Pao #4.1 for Off Meet labs.
4 .6/1 *speed ~el ports ~1 *4 peAtsMwsd IIA✓ F 96.* e4 .
Promo*, Or Specs,: /e'rSMMb.. Porn) .Awl is 4ee*rlse aim Mo aMrlaw
Near owning of I/N ono* Crisis *snort 6.e earls) sell h Atom, asci Moo
a0 fiI4.1 M m clow warm emsoos 6
(A/ WS/0 rise bar is rewind, YAW1 M 4; hemmer; Ole Mel Ile
N memory. M met Me cover e✓ Ale prorecll oe !Meer a art less M
tree Me rolled .blot
fel tow: Isla or ~re bets wo ,,�_ site" be ff'.i .11weMM+q ism -
sois sSO Wet TM sp.cesg of 1*e hls .sr Mottr. /Mens/. If eocesswrx.
se Mot the ~tor of Me bey is hod Mss Moe t7 from Ms rwMsd polwK
K HMIs/' tale* b sine we /b M r wslrsteh✓ o► ceras. Me minnow ~l Amt.
kr fan ►/chs shots h such mot /A► mosimo n 41wowsMew from soil More
finoos sol prrporik rhe Morels) ro /M Irv* corm oWl ,eel .50.44' ens AICA
IMM.* mere len toe chow is rewired, chard Atmel. Melt be twit
i
Men A,.,,m *efts* Abe is lIAeew Irani 43 neo .slot may So woe Mow
Mimi MONS 43',Mmo monism mos, M .sole - ci/mis asst br' ;oiMN
accarelvtp a the Spite Ddot- Splint th.11 he pieced one loot Prow spear/
So: few Std Owe. Ab. 2-0/75)
H. Legs► of Feer Po/. is w•12" for est nolle /aaAMi moor Ale 9*wy Cow*
tdsin Mx* (Se. Or} /Ms. 2.024! / .and .2 for def.* d•
owl rise s*0 be .s tomorrow, ' Owes. 10.. 2-091. t-Dt441, rows.
w N sows M No morel plwe.
VO ,PACING Of ALL Ahri001A6f
a 30 and axiom 3' frim ends of foot it**
0 More ora A asefo r of each side sf any owl stImato .. lots awl rt 00 eitrtof
7
9.
TYPICAL SECTION THROUGH
CATCH BASIN AT MANHOLE
STEEL. ARRANGEMENT
FOR TOP OF CATCH BASIN NQ
STEEL ARRANGEMENT AROUND: MANHOLE •
IN CATCH BASINS NO.2 AND NO 3
NOTES
/. /faoha<e shell.le,o%'d alms we//year 'ov//ef
*Z. All i/ee/sho//Gie 'J. ors, - J./paced*mot drinensloned es co//ed for 04 fess
conch baser, siondond,o/ons unless shom9 aY/rfcrenf/y hereon. Ceara/ice
Jho// he /1'1ith from ,6of/a� of J/o6.
3. Na 4 bars e /2" may 6e atm' hey lieu of No. 3 hors $ 6'a
Na 4 hers Z4 may to iced i / lieu of Na 3 hors Z' -
REFERENCES
2-0171 6
REVISIONS
5-7-68
?/-74
DESCRIPTION
Chine d bar size to loo
nvmler per 2-0171.
Added reverence
Revised
'i4'.-rcOrvsa' 4011,
LOS ANGELES COUNTY
FLOOD CONTROL DISTRICT
CATCH BASIN
REINFORCEMENT FOR
ROUND MANHOLES
APPROVED iv
'It3, f bars
3'3"song --
A !
-At/
,,s;--- --11
•
Ober"
roc. •--
Tie bor
- Wye, to be rounded
i to 3' Radius
1 L
,4hT
-A ictus•I.Darlp .tor
3'-O"maximrlr�t
,-I-3-'4Jbars 4�'b�n,
1 Sac mrrIt add): odes
6 ac. to inside edge PLAN
- of manhole Wings and cover not shown)
Tie bor
- outsibli
rote
- e4, 11 Dors
3•-O- long
Jtreetgr* ,-Concret! rims
• S'x 1" Ring seam t Mkt.
for pched streets II' 8'
r.
ci , for unpaved strs l6' 15"
11 i dolt tflsstep
,1..___6____.i.inporedstreet! •--
PLAN Hbar •--?__.
(3hoft not shown) t trier paved strerts
Ali hole Mt:n* n4' �rtar unpaved streets.' -F
...
f'-
Z--;
. 1
3hteetgrade•
1 414,711! steel
Siena -
S.E
Std. Avg
2-096
r, Plan It. 2 -OM/ 472
- r - Cknacriete rings ed
' ts3ducer,Pb Mi2-0KJ7
Minimum 2'-10f with
paved streets
Minimum 3'-6"with
unpaved streets.
See Note 3.
E bars
Tie bor
J bars
_ _ - Springing tine
- Inlet e/etotion
applies at this point
1.4, /8 bc. both waysto
be used when Dr is
ECTION A -A $0"onover.
,-- Pipe seat Ave/
C brie---, .. • Note 4
3• ,•
t 1 -.0 b13 r-' .
2'4- Cu...
- GriooB points
See Note 8
SECTION B -B
H bar
Vbrvbte
- E bans
`--J ban
DETAIL M
(See Note 3 )
BLE OF VALUES FOR 'F.
D2
F
D2
F
36'
6 t'
70'
•
ll fir,
39'
7'
84'
/2 It
d2'
7
3o'
1,3 4
45'
7"
96-
!4-
48
@
102•
i5It"
51
at
100•
16'
54.
9'
114'
16 1z-
57-
9$'
120'
a-
_
60'
9JI
I26-
17-
60-
le
132'
1711• .
"
e -
l r'
i7.11
69'
10
144'
id"
72
11"
NOTES
I- mete emit'', fl7r Pare art this plan.
t - CENTER OF MANHOLE SHAFT sho/l be 1scistedelter center bre arstarnt
droilt when diameter 0, is 48"orless, in which case place f bens syrn-
Me tricot ly around shoftat45•with centerline andcrnifJbars.
3- DETAIL Mr When depth of manhole thorn street grade to top of box
is less than t -l0 t' (r pored street or 3'6' fbr unpaved street, construct
monolithic shaft os per Detail M. Shutt fbrony depth of manhole nay
be constructed os per Detail M. When diameter 0, is 28"cr /ess,center
of short maybe located as per note 2.
4.- 'THICKNESS Of DECK shall wry when ne ceselor y 1bp1roride *ref pirm3e0t.
but shall not be less than tabular wlues fbr fshowrt of this plan.
5- REINFORCING STEEL to be per 2-0/7/, l •clear from fbceof concrete
unless shown otherwise.
6- STEPS shall be gb-round,gnlvaniziedsteelandancPorednot Hess
thou 6' inches in the walls of structure. Unless otherwise shown
Me spacing shall be /4"% /So aitThe ,basest stepshv//rotbe mare Mon
2'-6 "obove the invert. lee S/d Deg 2-0 96
7- PING5, REDUC£RAND PIPE foraccess shaft shot1bes eftdemla -Ar
axe neatly pointed or wiped inside the shaft
8- STATIONS of manholes shown on plan app/-yotcenterofshaft
Elevations shown o t sto tions refer to pronged irtrert9rode lines
9- FLOOR of manhole shall be steel -troweled to springing line.
0- BODY of monhole shall be poured in one contirn nus operatic ',,
except ttato construction, joint witho longitudinal keyway may
be placed of the spriraagtng line.
N- LENGTH L AN0 £MBEO1(ENT Pshall hose the fbhbwing nstues
- unless otherwise shown on pan
for Dz -96'or less, t. -5'6". P-5'
Dz o'er 96', t-6'0", P-8'
L may be increased or location of manhole shifted to meet pipe ends.
When L greater than mot shown oboie is specified. 0 born shall be
continued 6 "o c
e- 0 BARS shall be '4 for Dz -39•cr less, •5 far Dt • 42" to 84'inclus/re
and '6 for D2 -90-c• over Tie blurs shall be w3 bore.
13- ts :3000 p.s.i. at 28 days.
ale -Centerline ofinlet pipe tont rsectin/si elaceofconeofslaringing
line unless otherwise shown.
0 /5 Where Pressure Monhok Ab.2is spscifitel an OMR; set Std Owq 2-02/0
note 3. SUPERSEDES DWG. NO. 2-D103
REFERENCES
REVISIONS
2-0107
210171
2-02/0
2-096 •
2.0472
DAs=
...coon.«
LOS ANGELES COUNTY
FLOOD CONTROL DISTRICT
0
0
r
8-53
5.1
/0-54
10-54
/1-9-70
3.1-74
Revised
Oiond stator n
Added note
Added note
Step Spoc,ng
A/N FiC ref.
DIY/ ' C • ige D[SK,H
MANHOLE NO.2
PLAN. SECTION AND
DETAIL
w►ieovts .r i ori
•
DATE
1-12-53
P40. a 184
SHEET OF
eft edges ter be row.ld d
-r---! .-, to 3" Radius
-r'
). 1
-,
t L.-
--
PLAN
PLAN
(3Pia ft not shown)
Street grre -- ►•Manhole frame and corer
, "1t TPlon No 2-0472
t
Raldius = i.D. et Sport.
AN steel N.ia/.
'4 bars, 4"0.C.
Vo 5
N
a
a s•
36 RCP.
(Let)
5): 11
1tf•
__Pipc xa_ .
5-G"
Ruu,td nirtca
.f:n,rts �--
Y
SECTION A -A'
DETAIL N PLAN
• (Shot' not shown)
sec Note M
¢
Gat winizeci
• Stccl steps.
1e'to15 0.C.
Zr��l 7r1 .. ,1
•
• u
f
a;o
A'
Ir1)131
V7
E E
exrring seat street grade
dmtt This step In �. t 9 _ _ _ _ 1t_ -{
• paved step
streets } lir.. a .l(For PO1'/ed strecta i 1" M" I
'For unpaved stns. 16115.1
(See Note P)
ioTES •
►4- HEIGHT N On ore A -A rod Ssc. w•Si .real DS tun kss aerie r' -r, asat. nary be, overoo.04
provided then Me W.I.. or et ...Noll be owl cos an the m.„14,11 epecated 4'...4 Coat the rs-
_ e.rrar .hon b: used. for H (in sec. c-ei see :Sole P.
L- LENGT4 L cleant be 4 fee yynle•`` Nh raise st+dwn •n plan. L ',tory Its
inerso..., or 1.tio.. er rnonllola .11iIT e.4' t'o rntt► pps end•.
N- SHAFT toP H nUd IA ted r sae, .-L lfE !- N• aloes depth M Mune .Meet*
Aqwes/ fes to w box la less 2'-l0 1Vrr s4'. r.e►s sr a'_.• I„r unpaved
elects.
P- DEPTH P ern •eboolune limit of i,' when larvae votes. of P
would reduce 11 (in sec. C -C J to 10-1... or Tess.
T -T shall oe e' For values or ti up . and including s root. •
T .hall bt IO" ear value. of M Over 6 test. -
7 Where Pressure Manhole rlo.its specked an 0001 see Std D. 2-02.0 noAA 3.
1 -STEPS shall los resod wevor ',,4 steel and oneh.r,d net kss t1.or1 i :nc4,eb-
w1 rhe w011 o1 .fru (Mile s erwr+4 .lecttuvre�, steps all los •Ox•Jl3 -
The kwesl .rep .hal 5. sol mor¢ than 2 reef .boos the 14.49. or slde 0 mannose P1wr.
Sts SId.O„r4 2-096
2- 1.' 3000 psi et 29 days.
3-�tewroRc04 .TELL thenb. err Z -0.17t, slrs,9R1 Mrs Welter /re.t
rice d concrofe.
4 -STATIONS, of manholes *worm en Ren ably et tenter kss d t1,a/t Elevations
ore .i ..odd, -ft, center and nett, to tht proles ed invert .,rade one. See Nott L.
r ahoAi.y 1•c.rhM.
S-RrLOOR af- nwnhole .hall be ate.t-trvwekd.
6-94NciS, reducer and oipe •nesse .bell •hail los oaatsd iw* mortar and r►se.tly
pointed or wiped m.tdt than.
-
--71Lopt ions l bottom
tolet rleset;on SECTION B- B
tappties at this point THIS DRAW/M6 31/PEPSEDE! Lyt/'6.
OF THE SA.t-lE NO. D4TEO 1-7-39
REFERENCES REVISIONS
LOS ANGELES COUNTY
FLOOD CONTROL DISTRICT
MANHOLE NO. 1
PLAN, SECTION AND
DETAIL
DATE
el o 2-0102
CHIEF EH0t
DATE
JAMI1149
15 7
SHEET 1 OF
4. Alien
set
See Note 1 1,
Glitch basin opening
\iwer,4110,ele4;11 te.
FLOR
41
•
•
Mete 1•1.
Cutler Sew Nee.'
MAI
4116
It
tiotoowe IS
•
FLOW •
•
Cetch basin opening
ELEVATION
moo: Nowt Wool Setter Plow Ulm
cover o,oposite pick hole --r
TOP OF MANHOLE FRAMES COVER • BOTTOM OF MANHOLE COVER
oreover ,-Allen socket
se/ serer?
CROSS SECTION THRU FRAME 8 COVER
•
f,4 RL 2 tOia .
cleoropening
CROSS SECTION THRU RIM
REFERENCES
Outline where ,,
Outline where 1 i
.CROSS SECTION THRU RIB
AT MID RADIUS
lo /he lolest siono'cro' A48. dOS: 30 or
Instal/ /AP° •Yex 3/42,41/617 socket stet screws, .90*k
pick hole, in holes drilled one/ topped I' in depTh
All ports of the ti•orne ond cover exceot machined
surfbces she be coaled with asp/lc/tan paint.
Frame and cover shall be tesied ;V accuracy
ot fit and shall be /narked insets befbre delivery.
ide.n/ifico Non /e. tiering 1:1 ocroimi with orxe
REVISIONS LOS ANGELES COUNTY
FLOOD CONTROL DISTRICT
MARK DATE
MANHOLE FRAME AND
COVER FOR
CATCH BAS I NS
Noel per
Cure
IMMO owl Cover per ,.. mu. "mil , Foci Plate end
T 77,07. No. 2-D156-,
- 1. ----ru,.._
,,,„ ,. iriAnchor :' 01011.09 P•LOw9T_ •
,....,',, se:I:10232
-MOO per Derg.
Anther
..2.37aeolcati°"el anNad
Support Bolt per Dero
No 2-D175 and 2-023211
2-D96 and Note 5.
•
Dowel
'‘Alt. M.N. locations
per Dwg. No. 2-D157
41.
Radius
TOP SLAB - STRUCTURAL PLAN
Supersede -I dreno7Wg of IA* soot,
number doted August 1950.
REVISIONS
ARK
SECTION A -A 'Alternate connections
per Dwg. No 2-D224
9-6;;•-, 9(4
DETAIL OF DOWEL
NOTES
Locate pipe ot me elowastroon sod of Me basin wiles%
specificotly noted otherwise on the general plan
Pipe shall be trinwned to the finol shape and length before
Me placement of concrete.
2. Qp_LIC_REIL
Floor of the basin shall slope from art .otts to the outlet omit
*mil be given steel -troweled surface finish
Curvature of the sill and side wall ni the gutter opening skill be
formed by curved forms; and WI exposed edges, or corners, and
concrete to metal frame edges •ihJil be rockus edge, lino..
Surface of 01 exposed concrete omit conform in grate, steps, color
sob: b.ifinish. to the existing, or proposed. curb and voulk udiocent to
Top slab - No. 3 bars as required on the iop Slob Str.clurul
Watts ondFloor - As 'entered by Standard D.g. No 2- D172.
4. DIMENSIONS:
Curb Face at the cote% basin apenmq(EAlst. C F tH I skill Le as requited by
Std. Dwq. Nos. 2- DU, 2-0415, or os snow, on tee yenerol pion.
5. vvs.T..47s4.-37.010.untel(sintdcsai..)0.i.00ectiver. ion20,1heheiqeneraf plan.
✓ °riff 3*- 0" , place steps et 12 -inch infet,at, from the Near
of the basin with the top step 12 iricnes below the
5.01 of the montale.
iocnre Nor
.4 ate
LOS ANGELES COUNTY
FLOOD CONTROL DISTRICT
CATCH BASIN NO. 2
PLAN, SECTION
84 DETAILS
• ::,01.0“041400000.
SCALE
NONE
5 15 .66 SHEET 1
CONCRETE REINFORCING .
. STANDARD AMA REINFORCING , /SAPS ..
SAR SIZES
WEIGHT
NOMINAL DIMENSIONS -ROUND SECTIONS
EA0 WALL
'thaw
row.
ro
0.0
Hoc
V
0
.167
.250
.05
786
07_4)
.576
.:375
:11
1 17E3..
e
®
.668
.500
.20
1.571 -
IS
®
1.043
.625
.31
1963
®
®
1.502
- 750
.A4
2.356
®
0
2.04-4
.875
.60
2.749
0
0
2.670
1.000
.79
3.142
ii -f-4
4.303
1 270
.127
3990
1T141
®
5.313
14.10
1.56-
4.430
. The new bar numbers ore based on the number of - •S inches
ear•number 2 in plain rounds only. :cr.., numbered .9. 10 and II
cectional area to the old type l'ACncl 4 square borS
LOS ANGELES COUNTY
.. - JULY. MS
(MOOD CONTROL. DISTRICT
ran
A Revised 1-19-71 2-0171
BENCH MARK:
RR SPIKE ON PP 674320 E
AT THE INTERSECTION CF
JURUPA AVENUE A ND
M UL BER RY AVENUE
ELEV. 918.40
ONO
A 111 WOE OAK OESER.ITION
5-10-61 AEVISEO le 14 I Ties
12-I- 73 *COCO CAL
REVISIONS
Cinch Wisteria Plate per
8,
•
NO
SECTION A -A
Cfstch basin *Hobo
PLAN
Per bleb eosin Mk •
Cosa 8 only
ai
See Roo 148.
&I. Meatless erf ORIN moon oo4 ewer *Ile Om* center* to *NOW MOWS
unless otherwise 114•44 so prefect Ofowiogs.
2. Where no curl. masts, curbs shell be constreeM4 between OM 1.•411
Depression. 7he curb section shell conform to Met el the conf-ollisq el/0w.
1 G • Existing seller Ier Cetch %sins Nes. 1,2,3, end 8 (0.se 91.
• Measured le outer 'dee for Celch eosins Nos.6,7,eed else. !settee A41.A,
1. • K • 6 feet witless otherwise specified on prefect drowials. •
• 2 inches for lengths of greeter Men I feel. Oe Catch %sin No. 8, 0040
8, N shaft be ...moored el lift ends of W (catch besin openieg).
S. Concrete compressive strength shell be 3,000 p.s.i. el 25 days.
1. Toil% standard 'Roy be used to intercept flows from both diroChOoS. 112eceplienst
Catch eosins Nos. 6 end 51.
LOS ANGELES COUNTY
FLOOD CONTROL DISTRICT
LOCAL DEPRESSION NO. 4
spi-ccr .27:II".""41"1 "“b
.11••;•••••!, ...By:. • go.
NONE
CB
1
FRONT WALL
FEAR WALL STEEL
EA0 WALL
'thaw
row.
ro
0.0
Hoc
Vsei
Eoes4 Way
Boys E
. 6 Art
WALL ANO FLOOR_Farle sEcTiot4
CATCH 8,45111 reermromet-ormr-*W- to 14. final
trot I
1
FRONT WALL
FEAR WALL STEEL
EA0 WALL
'thaw
pod)
Bars A d 8
Ass C
tiers 0
Boys E
. 6 Art
WALL ANO FLOOR STEEL
,t,„,,,,---.44Plezo CATCH 8,45/N REINFORCEMENT .W.CREATER THAN /4'
Pap siob efier4,soe *Mt 1-•
1 1E
eon A -
Bots 8_
-
•
Aria
bon C
flaws L"
bare
e 24 -
SECTION 2
9 24T -
OW H
RAI
REVISIONS
2-2041
A0003 C SRO ANS .4
OARS AL/ORNATE NOTE -
ADDED (Cur 1)
Vat I
1
Str8 /WO
WALL STEEL
m
'thaw
apciftW
BARS G
NOTES
TOP SLA.11 REINFORCEMENT,
For dimension "b" greeter then 4 ft.„44. Ms special desloo It. top
aleb reinforcement shown enthe required structural plait.
WALL AND FLOOR REINFORCEMENT.
The indicated reinforcing steel applies to CASA ilevlo Seeridler.1
Drawings No. 2-0401,109,160,162,163,164,170,195,2411and.2,and 471
AU catch basins constructed en streets designated is State
Highways shall include ttie reinforcing elmt shown en this
Patch begins consiructird siteelseet iteetanoteil es Stele
floor steel reinforcement:
To 7 feet (Ina) 10 feet or more
7 to 14 feellincli 7 lief or more
14 to 21 feet (Men 6 feel es mote
ever 21 feet Ail
SENERALi
Sleet reinforcement shell bo per Stariderd Orowlog Ole. 2-0171.
Steel to comae* sterfece.eed deereace,shatt be II lathes.
Volley type kwert,shown by &liked Noe in Sectien, revoked
when connector pipe is aligned le end watt of a catch beein.
12 feet, see the required Witcher*, plans.
Ai No.4 bore may be owl Joliet/of No.3 bars
es follows.
arse
VALUE
VALLE
SUPERSEDES drawing of 10IN• number doled shay ISS2
LOS ANGELES COUNTY
Ft_000 CONTROL DISTRICT
CATCH BASIN
REINFORCEMENT
▪ locations pelt* the. 2-0 157 -
1 E
h_
Dowel per Doh' if
Dowel
FLOW
1 -Anchor por
Dwg. No. 2-D232
•Neint per
Owe No. 2-0232
TOP SLAB - STRUCTURAL PLAN
DETAIL OF DOWEL
Supersoft/es cfrowfog of M. SOMA ~OW
doted Aug. :50
REVISIONS
4 Radius
3 Radios
A
,5td. Frame end deer
21
ROTES
CONNECTOR FR:
Locate pipe of the downstream. end of 1110 kWh tottni
fsipeniocif.ically noted otherwise on the general plan.
Pipe shall be trimmed to the finol sharie and length
before the placement of the concrste.
2. Q3NCRETE:
Design, g 3,000psi compressive strength at 28 *try..
Floor of the basin shall slope from all walls to the
outlet end shall be given a steel- troweled surface
Curvature of the siff end the side mitts at the gutter
opening stroll be formed by curved forms.
Surface of oll expose! concrete shall contornt crate,
slope, color, and finish to the existing, or
proposed , cwrb and walk adjacent to the basin
• Top Slob - 110. 3 or No.4 bars spaced os required on the
Structural Plan.
WoNs ond Floor - As misfired by Std. Dem No. 2-D172.
4- SWMgall
Curb face et cinch basin opening (Eitist. C.F shot,
be os required by Stet Dvaqs. Nos. 2- D 85,2-0415 or
depth • ot the upstream end equal to the curb force et
the cetch basin plus 12 inches,et but in no case shell
V x • 0`, unless otherwise shown.
V to V-0"(inCl.) , place ofte step 12 inches above the
floor of the basin.
✓ over 0" , piece steps at I2 -inch intrivrots ft.wal the
floor the basin with the top step at 12 inches (minimum)
below the top surface of the top slab.
,--Poto Moto owl
•
ot
'Street or ,
- Protection bor and
and 2-0 232
-Atternote connections
is per Dwg No 2-0224
Staved* optionol--
LOS ANGELES COUNTY
FLOOD CONTROL DISTRICT
CATCH BASIN NO. 3
PLAN, SECTION,
AND DETAILS
SCALE
NONE
DATE DWG. NO. 2-D163
SHEET I OF I
_.e.rend Hot
•
PL.ilt.N VI ENA/
I. An alternate step mtti be used subject to the approval of the engineer.
2. All steps Will be firmly and rigidly set and no cones or shafts will be
accepted with bent or cracked steps.
.3. SlePs will tie galvanized after bending.
REFERENCES
REVISIONS
NARK
OATS
SO OCRs MICR
LOS ANGELES COLLNITy
FLOOD CONTROL DISMIC7'
11-1934 flavisect-A4A4Milikt
• 510 Revii'ediDeleliti
A 114 -"rt Added notes
1
NALCoilier117 ,(16f
3.1 STAN DA RD
DROP STEP
APPROVES Sf
tHEONEEIT
oAr45..4
*MIL InYsi
MIT
pOTTOM PLAN OF COVER
ri-e fitters. lop.
•
-14
lor
SECTION A -A
SECTION OF FRAME
WEIGHT 265 Les.
I/MOON IP
Anti
airit re Awe
moinmil*/ 41.1r
•
Cs en
MAIL OF LETTER
I. 111,11411 FMCS we loom eau w ar• OM Imo Oman*
ASTO A -NI. CLASS X. NO MINTED ASPRICTUN PAINT MIN nit
t. POMO' OANt MOLL Ot IMMO SI Mt Natal et TM FOAM ANO C4 141
OOTTC4 Of TNE COVER.
3. ha NAME HAW NO INKI. trIVICTEll TR Myatt Me
lb ACCEPTANCE WILL IMICATUI Of MAUR 11111
114411110.1 SDK IL.
4. Mos SOU MAI NC tftRe Pee OWN VANN.
WWI RATS TIK(.1 PAVED STINTS SPAT NOVIKI VIM ULU SOCPST
St Rate LectINA KVICES. COOTIACTCO DOLL MILL MO TM INS
IIR.11 TO A RPM Of I 1.01 AT SO maw TO PIC% MAI AM liesTAIA
11. eProt ms entssee. 011115 NO PIONULSATOI IR RI ARS -NIC .111t16
1Nt WNW OF The COVER SMALL NOT vAIRT NONE THAN
FIVE PER CENT FROM THAT GIVEN HENEON.
ALL
Artois./ IOW
M flush Mho
finish*/ rodeos of moor
DETAIL OF FOAkqg
SUP'ERSEDES Mt NO ILLONh
LOS ANGELES COUNTY
FLOOD CONTROL DiSTRICT
STANDARD
24 -INCH MANHOLE
FRAME AND COVER
tc 4E'
Musser Engineering Consultants Inc.
265 N. SAN GABRIEL BLVD. (616) 565-2465
PASADENP. CALIFORNIA 91107
OCALA DA" DWG. NO. 2-D472
Nome Poor 4197 ss.sin, or 1
rook •
94 Ara& or otiose
PLAN
CORNER CONNECTION
Mew deowAyst.i
11641
SECTION A -A
NOTES
• /11/0/WW*, Oat, per Stot Am. 2 -DIN, Mitt is Weiser
from roe* of omicron; virus °Morriss shown.
A loteforemo moo for mom: meg of come eosin miff owl
be ad ot center of opening stsd bent Into woll.
of catch basin wo// Moll be cut 2 clear of opening.
▪ Itionooflon shill be swivel sosnothik with cote* bosh,.
Th• rouniiod *Sys of outlet stroll A* conshuoMil
sowing soiforyto *pans! o owval Form with o roatis of 3!
• lel. "Pea At Ambits iiirows 71iricims 41*~Igra AIM
sr *ON *rough owner of ottoli basin.
IPA Alga, 4 /Mims 24 inehas Now.* AO /HON* he
Obinelor, Is 70* or Vass.
fel. Plpos, 15 &ems mew. Pt Melee as ollowdaw.
114.1 dr, orttel Mem* wor roll of coth bests
a if ?Iv sommens Ai* aims raft. •Ahrrat' Mt, aw#
12
C bars
o
bore
Iron
INN
24*
27'
5
330
LIE
420
4
•
4
60 191
10
HaW
3
•
11.1.00
Row:mai/Yule 3(C)
LOS ANGELES COUNTY
FLOOD CONTROL DISTRICT
CONNECTION TO
CATCH BASIN FOR PIPES
12 INCHES ThROUGH 72 INCHES
SCALE
CITY OF FONTANA , CALIFORNIA
IeGINCIII
PUBLIC WORKS DEPARTMENT
Approved :
GEORGE MUSSER R.C. E. 40982 Dat6
Drown by :
REV.
DATE
EN GR5
APP
DESCRIPTION
DATE
APP.
Designed by:
SOUTHRIDGE VILLAGE
TRACT NO.13946-1,-2i-3
STREET IMPROVEMENT PLANS
Scale
Checked by :
E 5 Wit •
Approved • ./4444/404114 OPAPil
ACTING CITY ENGINEER R.C.E.2_5124
/623