HomeMy WebLinkAbout1851-44
`f!• _ -- A _ _ .*f ►' rA81 r of voANe tEr•Tare an flags p07.
l , I!>r/1lC� �• - - - - � 2 - CENTER Of MANIIADLf "FT 3hol/ be Abcolydor sr• COYAW hft d"Shx w/
k he' l ••'' drain whop► dowMtrr• A 4 41i•or Ar33, In whits c03e pbce f bars Ayre -
1b 3
� f Clor"s ' I els I � '/ibdiu3 t'-- , :__-�tiiornatoV/t.M* fb'lelraco/ ar,a�Arad.a/aa1�►of4S•wiMCanlrr/inlrarsldsnit✓dw`3.
J _ _ �'T _ r Ibae of ft
3- X TAIL Af when depth ofm�on oAr ftm 3hwt grub 1b tbp of aw
- e ora 4, H ba ie33 than t'- p t• 1Cr p v#d3trwt or 3'-6 • tar urpavaed 3 tri 6t C0n3trWt
_4 , .) ilbrlka •/Q ar,�Olu►•! or - - .t' o' Aarfg ego w iffik 3hr" o3 per Aslbil M .Vk7ft Itra�y depth of rr�� nrn��oo►►yy
A�; "�'n�xi�r�� `- - j be coni mcMdos per Petell M. When dlornetrr 0,13 /e'er Ars3,oerf r'
D f _ , , 4 J bon•3 4'�'br� of 3ho n Axaa tlsalos raNe P.
3"ae .. /• ` �/ l 6 10 AD rn3adir Gory P N 4 - THICKNC of OfCK artv// ver y wwner, r�ler�elar�y 1bpr r A�r�►p�w.�elef.
-' -- ormonhob t"°'�ei �`� aveShullrootbeAe33 thou 1bbuAbr►v larfBraunonfJ pair.
-----_ _
re bar i l - se - i �~'• he bar ("oils cover not V"M) 5 - RfINfORC14G 3TffL to be per 2.017/, It CAror 11nrn fteorconcrete
1 sh>ee1 gr,anM Cencr�efb r wnAe33 shown otherwW,
1 , droit1hbsAep ;rxI"0i t_ nti
6 STfio3shal/bd rofad,geh�a�►iAiid311trianda�nchartdnr�lArm
I f'» - - - - -.•f'' Nrpowd 3tnreh • - . s _ - for �d 3n►�S th on 6•,n�nws lin the o1a of 3tructur*. Unie33 ottww de ah�own
PLA�+ N bar ?: aq • !nr u ed tm the 3pocirg shell bot 14'% /5a o*7hit �bnrlt.ltrp�►Aoil/�vtbe mati fl�a►t
(shlof't not yaowr,) A6.1b• pawfdstr,xA , ; -� - •' " �; --- N bar P'-6•above Nae Onwrt. Sae S/d Dwq 2-0 96
Abr/haoAe 1'ltornlan� rlbr wpaldstrwfs-' } : - i - ; - lbrwbie 7- 11/M 5, AtfDWf#AN0 RYPf for amew .3hofY 3W be wofUd �Y►/l�Or' r
orad rwotlV nted or w rn3iole ttv sh fY
I » � S
Jtnmef9nodR• PionAb.P-DMM 4Tt � ' '- - f hors
V1004!31de/ --- _Co,Knhrrrg� ar>wd t-.; •'"- --bops 13.3TATIO11 of ,hoArs�wnonpanapp/ otcarntlitrofstAm1f
3tltcs---•--- tt" -'; r,eot�cer, PAanAb7 DAOI ; 1 ,!- #bund flewtion3 3& wn ot3btio►ns ref'ysr fo /ow
�rE SM. 1 - edges F - _ 9 - ft00R of nwnhoAeaholl be steel -troweled to A rinpng line.
Mwtrnt m ?'-A0f wits i„ b 3'0 b- BODY of monhols,hest/ be pound in one cwtrnwu3 operntAan,
a powd3treet3 `, except Moto cowtrtxtioan joint witho Aora9itudrno/ *ey*vy mloy
Mi►firnu►n 3'-6'wify► ;° be p/aced of the/ 23}pr••rXngnng line,
rt Z- ur►palbd a meets. ' ' 11 - L f NG TH L ANO E�fi9fOONf1VT P 3hv/l hove thio fbhbwirg wikr
�^ •' - sae Notes X 14 DETAIL M Vnk33 0~W13e 3haown on pAW7
•
! a .�:' - f bay for Dt -Moor less, 1. •.S'�6', P-3•
'k- i ' • '#bund ` Tie bloc• 1(5@0 Note 3) Do over 96 •, L •610•, P•D"
2. f _ 3 - r - .1 01311,041 - t n aou be incrwom d ar Aoco tion of imps ifin s hi f of t b Aw t► e►frtj
-3
p►IingkV lent
inlet &%potiion
. .' . . •- � app/1r3 of thispawt
•4,18 be both OPMA it
be used when Ot b
RECTION A -A Wa'omr.
E Dor-- :�: Ape notAlwle/
AbLt1 ,
When L grater than fhvt.%tomobovle a.3pwlfiled, 0 bw3 3holl be
continued 6 "n c
ft- D BARS alta // be 104 fEr Ot -JrVr Am", 05 fbr Vg • 4't -1b 84W*00#9
and 06 ftw, Os-901cirover Tie Mara 3haoN be 413 bear*
0- f'� -.VW PS at P8oby3.
14 - Cen fpr/ane or mkt it►pe Yb anit+r*a t irraibb Rye of corse of Vf*V#V
Arne unk33 otherwiw Shown
O 15 More R-esswe M, anho b IW, t is , ersteahwl on Ab+►�.: err SM Are 2- D?/0�
note J. SUPERSEDES DWG. N0. 2-DI03
1>Kf1►s1+aNCas 0tvmiciNs LOS ANGELES COUNT'
2-0107 rl.ee •ave NKdat"I" FL000 CONTORM DOTH
11,0171 8-33 Obvised I MANHOLE NO 2
_
?
2-D96"
t D 4 7?
0
a
-54
1034
/�9-
•1-75
Add* 0010
Added mole
SIeP SPOCIV
M.H fic re!
PLAN. SECTION Alli
DE TA 1 L
S" Alotrt a
A _ •" Abidiius•IQaf�lar
�' K
-
-
t -1
- e4, H bar'!
g•-p-b,,'g
_ _ 1- 4 J= 4 1Adnl9
-
..
ECT ION B -Bt
3 s J'tac c,on't odic bevy
J ab c c .'
6•QC lorn3dfedge
PLAN
vett
�•�'�
tw. Isi
N�ttT
P&--- A
l -joes to be r"LVft f!
Ob 3 • iQbdius
r -- , • _ _
' I' I
-()phiarot d/ltler111E
f m ofcaracrwe
Aoreg '
- I
nil
A _ •" Abidiius•IQaf�lar
�' K
-
-
t -1
- e4, H bar'!
g•-p-b,,'g
_ _ 1- 4 J= 4 1Adnl9
-
L- - J
3 s J'tac c,on't odic bevy
J ab c c .'
6•QC lorn3dfedge
PLAN
11e bar •.'''
i
- - - =-
l ! -air- 'y ; j ' • Tie bor (Amp and cover f wet sftwq/
I
1 3fr Mtg/aab- . .- Cor/cIVIb rk
.:►. dart f'"3kp
•3'x1•R soot _
_ _�_ __ .;f., NYpmt 3ir,eeh
PLAN
�•.�`_.
H bar ...?; :
(3hotl►rat �taOwrt) Wfdr•pewed3lneeh . ;
for ad Ors
.:' �•� r*,-- _
n - H bar
r
,- $Whole Potme "for urp wd3frtewels' }
�►rset grarlF
Plop Ab P-DIO 4 V ® '�
- -
• •=�'�.:
- Ibr tilt
- f barn
f>nrA! 31re/
s1epe
_
,. ,' - CarlcreAe s
r�wgg i- i
and
�: ib
I
� �� •
-------
,,• i ryot�cer,PNanibtOA07
f
.
,�rE SAd Dar
t -0916 Wit3
; , ,
=Q'_ �. ••.-- Mafimtrm t -A0} with ih
b J R
pove+d3trrefs
`• •
Txt"IijoeZ•
-'
1V#*nuim 3'-60wiM
Itlnpowdatreet�s. r►
Note 3. ®
•
777
,
• 4• i
'��
_see
DETAIL M
�!
' '
was
_ -•
• '�urtlll
- a.
=:��' E b ars
'•, ' Tie bar
J Dear! -
(see Note 3)
,/A'bcboth wmA A
be used when Ot i3
',SECTION A -A so"oromr
' -3a
p Ahs. 4
`T--_ •
l
39e A/o S
SECTION B -B
f
NOTES
I - rAft r or voRas +bar r-arrs an fAi3 pbn.
t - CEN TfR OF MANN Lf "FT shall be Alac+a tf aper e'enftr"/ate oftpc "fl1
drain when draffwter A 13 *000r k33, In which co3e pbce f Mars syrrl
MO tr"Cally ar wW 3WY of 45•wrth canfflrline and c mrtJ bar•3.
3- QETAIL Aaf: when depth ofrra nhok frvn 3trwt qv► fb fav of dor
13 Ar33 flan P' -ADS tbrpov dstmetor3 60lbrcvpaved 3trViPf:C rotnj&
monolithic ,daft mr AebJh
rl M w" forony th of t nn/aaA may
cnrmtruc tad o3 Aetoll M. when dbnaNerD a 06 •c r kis c on -k>"
of3hon moy be Aocotedw per range Z.
4. - THICKNESS OF DECK 3holl MOW when n ay lbprvrftAlr Abr!/ppttsst�►t,
DO_01vl/raot bit Aes3 thm tobubr rolkiwn for f3hnw 7 a, ft ri pkrj.
3 - RfINf0K1AV 3TffL tb be per 2.0/71, / # cAror fl,am tbfmof concrete
umk33 shown other•woo.
n 6 • STf PS 9hvl/ be • r,or/i►1d, givAoraiaed 3Arwefanal drtc'Aor�tdrlla! Alrsie
Nan 6*#Xf*3 in the Ienlh of3tructurY. UnAe33 otf*rw,3e 3k*m
�' the 3poicirg sI sol/ arc /4"`� l5a oG�+7)'ae Aaivre3l afhp,a/al/� pe �araht ft►ar�
2'•6 •obowlr fele S/d Dwq 2-0 96
7- #M165, R£DUCf#ANO P1Ar tbraccew 3haft 3l► be 3w *7#v lar
and tvatly pwntad or wp a in3idie the 3hVfY.
e • 3TATlOWS of mlor hole3 Shown on pbnopp otclerh@r0F3i1 rt.
flertatirans shiown otsfotion3 ref'er to pro ��rtgrork/1nV3
9 • fLODOR of rwnhol a 3ho// be 3kel _ froue/ed to 3pr'rflgwg line.
0- 800Y of nwrihole 3ho/l be pourvid in one caatnxuou3 opemtlion,
except Moto con3tr,uctioln joint wither kTitudinol keyway may
be Placed at thME&W
rine.
N- LENGTH L ANO Pshoal►how tfm tb/Aow#V wlja
cNV033 oftlerwme Shown on pibn
Ibr Dr -Moor Ae3s, 1. •3'•6", P -a"
De ower 96', 1.6'0-, P•e"'
L may be oxrwmd or Axa tion of M&ftr 3hr /11bd b r►Ket pope a ltb.
When L grecifi?r• thm f'latVxana&le 133pwiflep! 0 dar3 oholl be
continued 6"o c
A[- D BARS ahv# be •4 Mr 0� -59 er fts, 05 1b 4 -dr to 84a nckaife
wild 116 tbr or-90'orover. Tie bars 3honbe03 bop's
C- f� - 3000 pa of P8 day3.
AN - Cen fuerline off oriAet p oe tb enitn W t inyft Jtlrce of conn a►,prft#V
line LV*33 0h*fWi30 shown
O /5 MMwo A-essure Alon/ioA i1b.? v. As4lcihM w+ vibi,3 me JM Arg P-02,4
nO'e J. SUPERSEDES M. N0. 2-0103
MODIFIED M.H. N0. 2
.Cwb
Atx1ly n silo C w pet N O T E
e.w.l Nr , rclM► •Dem rMee fsleh s•4
r--- '� fail Dwl. Ib. 2-ds6. ; o �.' jAnCOM '�OPOI M per Dws
is; - S T- _._ 1/0 2-D23,z_ _ I. xdlfc._MML
1' •�-•-- -- --�-- --�--- sari` 1 Locate pipe a1 fob dtl>rnswown ever of *e onein wft"
`- - - t � I - - 4 Raiius
1 E11» s�.,i =� Strew or �peciticofly noted otherwise on Me general plop
-4114
` I t, Pipe shall trimmed to the final Dope cad long* before,
t roil- 1 ' , O ••• hdecTbn Sar and y w f �,.-- --- -L-- -- the placement of concrete.
Support &M per Dwg2. CONCRETE -
No,
R TNo 2 -CATS and 2-0232'/- _ i Design. 1 3.0()Opsl c
T l `•- �� ' frba of eM basin ~ Jape
still v o to h Days.
_.slob per Owl fee t lope om a1 Mons a ouiltf nay
2-096 and Note 5. then M given o Betel -troweled surtoce finish
3" Rad. _ ; Curvolw of the sill and soft won of the guttor openi+N shad/ bit
rb►mef by curved tams and all ex oseds or
corners, aM
per Dwq
i 1 NNoo 2-D232 1 Oe 10 ouMili:oie-- ---- ; etancreM to metol frome edges •ihA be givenf radius edger hnosh
all directions 1 ; Surface of ON exposed concrete shod conform w grade, sir calor
V—Anchor Anchor - + end finish to me exist a 9e•
0! pal, p►o,rosed; curb and veal* adjocoM b
z... _ the Dosis.
3i i _ -- - • • �� 40� 3. MEINFORCEfr1Ef17_ (Standard Owl. No 2 -doll
Top slob - No. 3 bars as required on the iop Mob Sheoelu►ul Fftm
-Subgrode optional y �" l Waft and Floor -As roquired by Slandord Dwq. No. 2- 01/2.
—;-- -'Reinr. ! 2"A.s. SECTION A -A DIMENSIONS:
1
`Alte►nete cannectiens Curb Face at the catch basin openongfExist C F ♦N Isholt be as requbed by
_3»Ra y per Dwg. No 2-0224 Sid. Dwq. Nos. 2-688,-2-D41s, or as shown on the genual pkat
- �,- _ P�OPosEO G �4+e,? b = N-2",unless otherwise shown
A t = Ginches if V = a' -O" or less
10 1 • s inch" it V = 4•- l" to 8'-0".
- 1 b inches if V = 8'- I or nae -
L. !.
' ' i T Iw:S bars 4 ► '� V =' %O" unless otherwise shown on the general �.
' r ` ,"Rod; f ;r,, �- ~ S. ,STEP (Std. Dwq. Eder 2 - 0961
I V to V-W(incl) , place one step 12 inches uacwe the floor of its
• , } ---4* V over 30- 0" . place steps of 12- inch wisove" from the romw
i -- DETAK_ OF DOWEL Of flit "s,tt with the top step A 12 urLnes (maernN,m) below the
00" Reinf p2`AS� Anchor per 0". 1ep of the manhole.
'Me. 2-0232
`AN. M.N. Nc"WM '
per Dwl. Ne. 2-0157
TOP SLAB - STRUCTURAL PLAN LOS ANGELES COUNTY
R'LOOCI CONTROL DISTRICT
CATCH SASIN NO.2
PLAN, SECTION
mob~ abfed Ar►grrsl /930. a DE T A IL S
64-"' REVISIONS
SYR .Iwww MK NKrrMNON
f.NCB• w
saw
G J ► oro ..
M.M»nH N c • a�iii • _
scw�t tIA7 DWG. No. 2 - D162
- Mtn NONft S - is -'6s SMET f oe 1
MODIFIED CATCH BASIN 2
REvisioNs
NQ t DESCRIPTION 7EN
t
CMS ENGLNEERING-
TE
APPROVED DATE Civil Engineers- Planners • Land Surveyors
5206 99nito Street, 309 202, Montclair, CA 91765, 7M1629-7169
RICHARD V. COSTALES
R -CF. 28471 LIC. EXP. 3-31-90
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
RAwN BY SCALE
zJ
STORM! DRAIN
ESIGNED 8%,
TT BASE LINE ROAD
"ECKE�eY TWEEN MANGO AVE AND PALMETTO A oars : e -.s -mss
P.G.
OB N0. ppROVEDDR. NO. SH T. N0,
I
0401'A7IC 61NEER A. C. E. 25/ZG ��C `, �' OF +
0
arm NU.NWTL
nil
Ul
Mo" 41
.
EV40
f
NOTES
I - rAft r or voRas +bar r-arrs an fAi3 pbn.
t - CEN TfR OF MANN Lf "FT shall be Alac+a tf aper e'enftr"/ate oftpc "fl1
drain when draffwter A 13 *000r k33, In which co3e pbce f Mars syrrl
MO tr"Cally ar wW 3WY of 45•wrth canfflrline and c mrtJ bar•3.
3- QETAIL Aaf: when depth ofrra nhok frvn 3trwt qv► fb fav of dor
13 Ar33 flan P' -ADS tbrpov dstmetor3 60lbrcvpaved 3trViPf:C rotnj&
monolithic ,daft mr AebJh
rl M w" forony th of t nn/aaA may
cnrmtruc tad o3 Aetoll M. when dbnaNerD a 06 •c r kis c on -k>"
of3hon moy be Aocotedw per range Z.
4. - THICKNESS OF DECK 3holl MOW when n ay lbprvrftAlr Abr!/ppttsst�►t,
DO_01vl/raot bit Aes3 thm tobubr rolkiwn for f3hnw 7 a, ft ri pkrj.
3 - RfINf0K1AV 3TffL tb be per 2.0/71, / # cAror fl,am tbfmof concrete
umk33 shown other•woo.
n 6 • STf PS 9hvl/ be • r,or/i►1d, givAoraiaed 3Arwefanal drtc'Aor�tdrlla! Alrsie
Nan 6*#Xf*3 in the Ienlh of3tructurY. UnAe33 otf*rw,3e 3k*m
�' the 3poicirg sI sol/ arc /4"`� l5a oG�+7)'ae Aaivre3l afhp,a/al/� pe �araht ft►ar�
2'•6 •obowlr fele S/d Dwq 2-0 96
7- #M165, R£DUCf#ANO P1Ar tbraccew 3haft 3l► be 3w *7#v lar
and tvatly pwntad or wp a in3idie the 3hVfY.
e • 3TATlOWS of mlor hole3 Shown on pbnopp otclerh@r0F3i1 rt.
flertatirans shiown otsfotion3 ref'er to pro ��rtgrork/1nV3
9 • fLODOR of rwnhol a 3ho// be 3kel _ froue/ed to 3pr'rflgwg line.
0- 800Y of nwrihole 3ho/l be pourvid in one caatnxuou3 opemtlion,
except Moto con3tr,uctioln joint wither kTitudinol keyway may
be Placed at thME&W
rine.
N- LENGTH L ANO Pshoal►how tfm tb/Aow#V wlja
cNV033 oftlerwme Shown on pibn
Ibr Dr -Moor Ae3s, 1. •3'•6", P -a"
De ower 96', 1.6'0-, P•e"'
L may be oxrwmd or Axa tion of M&ftr 3hr /11bd b r►Ket pope a ltb.
When L grecifi?r• thm f'latVxana&le 133pwiflep! 0 dar3 oholl be
continued 6"o c
A[- D BARS ahv# be •4 Mr 0� -59 er fts, 05 1b 4 -dr to 84a nckaife
wild 116 tbr or-90'orover. Tie bars 3honbe03 bop's
C- f� - 3000 pa of P8 day3.
AN - Cen fuerline off oriAet p oe tb enitn W t inyft Jtlrce of conn a►,prft#V
line LV*33 0h*fWi30 shown
O /5 MMwo A-essure Alon/ioA i1b.? v. As4lcihM w+ vibi,3 me JM Arg P-02,4
nO'e J. SUPERSEDES M. N0. 2-0103
MODIFIED M.H. N0. 2
.Cwb
Atx1ly n silo C w pet N O T E
e.w.l Nr , rclM► •Dem rMee fsleh s•4
r--- '� fail Dwl. Ib. 2-ds6. ; o �.' jAnCOM '�OPOI M per Dws
is; - S T- _._ 1/0 2-D23,z_ _ I. xdlfc._MML
1' •�-•-- -- --�-- --�--- sari` 1 Locate pipe a1 fob dtl>rnswown ever of *e onein wft"
`- - - t � I - - 4 Raiius
1 E11» s�.,i =� Strew or �peciticofly noted otherwise on Me general plop
-4114
` I t, Pipe shall trimmed to the final Dope cad long* before,
t roil- 1 ' , O ••• hdecTbn Sar and y w f �,.-- --- -L-- -- the placement of concrete.
Support &M per Dwg2. CONCRETE -
No,
R TNo 2 -CATS and 2-0232'/- _ i Design. 1 3.0()Opsl c
T l `•- �� ' frba of eM basin ~ Jape
still v o to h Days.
_.slob per Owl fee t lope om a1 Mons a ouiltf nay
2-096 and Note 5. then M given o Betel -troweled surtoce finish
3" Rad. _ ; Curvolw of the sill and soft won of the guttor openi+N shad/ bit
rb►mef by curved tams and all ex oseds or
corners, aM
per Dwq
i 1 NNoo 2-D232 1 Oe 10 ouMili:oie-- ---- ; etancreM to metol frome edges •ihA be givenf radius edger hnosh
all directions 1 ; Surface of ON exposed concrete shod conform w grade, sir calor
V—Anchor Anchor - + end finish to me exist a 9e•
0! pal, p►o,rosed; curb and veal* adjocoM b
z... _ the Dosis.
3i i _ -- - • • �� 40� 3. MEINFORCEfr1Ef17_ (Standard Owl. No 2 -doll
Top slob - No. 3 bars as required on the iop Mob Sheoelu►ul Fftm
-Subgrode optional y �" l Waft and Floor -As roquired by Slandord Dwq. No. 2- 01/2.
—;-- -'Reinr. ! 2"A.s. SECTION A -A DIMENSIONS:
1
`Alte►nete cannectiens Curb Face at the catch basin openongfExist C F ♦N Isholt be as requbed by
_3»Ra y per Dwg. No 2-0224 Sid. Dwq. Nos. 2-688,-2-D41s, or as shown on the genual pkat
- �,- _ P�OPosEO G �4+e,? b = N-2",unless otherwise shown
A t = Ginches if V = a' -O" or less
10 1 • s inch" it V = 4•- l" to 8'-0".
- 1 b inches if V = 8'- I or nae -
L. !.
' ' i T Iw:S bars 4 ► '� V =' %O" unless otherwise shown on the general �.
' r ` ,"Rod; f ;r,, �- ~ S. ,STEP (Std. Dwq. Eder 2 - 0961
I V to V-W(incl) , place one step 12 inches uacwe the floor of its
• , } ---4* V over 30- 0" . place steps of 12- inch wisove" from the romw
i -- DETAK_ OF DOWEL Of flit "s,tt with the top step A 12 urLnes (maernN,m) below the
00" Reinf p2`AS� Anchor per 0". 1ep of the manhole.
'Me. 2-0232
`AN. M.N. Nc"WM '
per Dwl. Ne. 2-0157
TOP SLAB - STRUCTURAL PLAN LOS ANGELES COUNTY
R'LOOCI CONTROL DISTRICT
CATCH SASIN NO.2
PLAN, SECTION
mob~ abfed Ar►grrsl /930. a DE T A IL S
64-"' REVISIONS
SYR .Iwww MK NKrrMNON
f.NCB• w
saw
G J ► oro ..
M.M»nH N c • a�iii • _
scw�t tIA7 DWG. No. 2 - D162
- Mtn NONft S - is -'6s SMET f oe 1
MODIFIED CATCH BASIN 2
REvisioNs
NQ t DESCRIPTION 7EN
t
CMS ENGLNEERING-
TE
APPROVED DATE Civil Engineers- Planners • Land Surveyors
5206 99nito Street, 309 202, Montclair, CA 91765, 7M1629-7169
RICHARD V. COSTALES
R -CF. 28471 LIC. EXP. 3-31-90
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
RAwN BY SCALE
zJ
STORM! DRAIN
ESIGNED 8%,
TT BASE LINE ROAD
"ECKE�eY TWEEN MANGO AVE AND PALMETTO A oars : e -.s -mss
P.G.
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