HomeMy WebLinkAbout1510-2Mw1LL UIeLElR dT'II�'1'J�
SPECIFIED
IM.
w
U111111111110 tam
/!'AtM11 A
"Oft ` Its flow MOA
DEEP TRR"CMES OR UNSTABLE 9011,
IClJYJlli A
OOPTIONAL !'I.A%VnOA LOW
N O.D--lLUI1Wt4 ImS R.K♦ )
OPTION OF CONTRACTOR
W4AIt LIMA Tb ltA�t /
R.C. P. ( E �)
IMM A
1. 1s*#ft1t A 6M11 M eo mposmd of mod, lir. 3 or We. 4 e"~ reef or
gravel par Standard Speeifteattene or other graviular uatertal-so my
be specified or approved by the Engineer.
2. Ssdrltst I shaii be ea4es- of send or atMlr tramuter wtsrtat M a"
be specified or approved by the %Sinter avid shall confers to Section
316-1.2.1 of the standard Specifications.
3. BWW t o I shed be easl*aeted to a relative ewfavtion of not hese t%m
90 percent unless otherwise specified.
4. /eddtaS I shell ha placed in twe or slate lifts for 3.9. 'Wee or than
110 inches.
S. IaeRf t l l oM l l be par %e t ten 306-1 .3 of t1w Standard Spee i f legit t ens.
G. *lore the cover is A feet or lass, "W sant be greater than or anal
to 6 inches. Where the cover is treater than S feet, "W" must be
between 6 avid 10 inches inclusive for pipes up to and incbedire 94
Inches in diameter. For pipes ever % inches in diamrtter, '^."' Faust
be between 6 and 12 inches iaalusiva.
7. "M" •hall include the thteltnoes of my shoring.
S. IMeriwR shall be a staiww of d inches fres) t'he pipe at springllma.
I. AN tlMpttllvtM bidding eer%od shall be submitted to t**Faf,,inner !or any
'1r' other than that permitted to note 6.
2e. *is trench botten stlali be *Matted w *%am, or the contractor. at b13
option may cheese not to screed boddialt "A" is which came, the pipe
shall be backfilled to a depth of 1/4 O.D. with trend slurs?
at his *wpenme.
[ORA;NGE COUNTY ENVIRONMENTALtM2AnNT NCY STD. PLAN ORANGE COUNTY ENVIRONMENTAL MANAGE)AISNT AGENCY STD. PLAN
C. A'. O/rmw Of AaM/e WOO" 13 t 9 Paan, i rteNr e► /r,.l 1Pti llle 1319
lo. rest. Aeawso- Ills. 71-7'!1NG DETAIL NNW
EDDING DETAIL E �' _
nconniu t%_ nc1l"Al1 t1rV01f%A1 1
N.T.3.
(Olt U'SE, CITY. OF FONTAN4 A 6TO DETAIL 151)'
0411D let! Mf-
,0- �; •• • •" o
Ij bus 11
re
d11P 6 t" T ; MI.
' 1 1 41w1Im1.IeM 1 ;.11t'
X I
1 1
�- - Ptwsmfiew Ila► dee Rhee 9► � ';
std PUn Mo 1
,.:-.
1 _ _ = z r_v srss:s=ars= � _ _ = t .•� 6" �--3'-0'--� 6
1 1 -
4"
110 I OlAlat I , �4 6 4" D 4" R. Fbv
1
1 1 _ j1 r lr3 9lrppelt Are � Slell•r1w.- JEC'f IOM p-0
, mals aN Note 4, Std. P%n ISM
1• w� angel pipe M � 'ops Pg*" D AIMIIIl11R N>r 1
PLAN80 jcomoy mrd- NQG&0322, M161)or the roadway slrJcture
Rection thickness"G't MAIletl W IS4reGW, shall be
r1latfled between fl'le 9d
:go and tell i° i M surf acs.
6 'f A-191St-D,�s •I'Corporation X 1108 w I NPS
f 1601 1
CAK I
w
eel. !w teas •
i
1-
4eIrA am
-01 7.
Lr„d1MaAr.• oaato�-
KCT10iN w -I►
devices. MOO" �t (Nelle a sere►)=130 be.
>te6 STO • PLA N 312 - 0 curb eOpef*1 S`
o1 .
•.--- 3' -6" ' Mus'e's ` o- .� ' tri � wwrlw
i :. � 22"-� I � weM•e-Ida. � ter ; �/
�"-22,� -` ' ` • --- � ms's
It11ef
T r+
KCTTM
l Newell I •seesnadssl
,Inial Wee welegy r�1i_
L -T
-•. ' envie 1�CTMON M -----•-�-
I ~
i" M• s ►OMI t I r
Si09 end �41CRts61M
T 3,-e - w T r•AM�
KCTO" N I. AN a n"quie am APe est "Mo Ass se gselsa e.
:-r 0w4ile"Oft'S ,
JL now A Mss M simm w Paw w aril M mission srom IV so • an fa W& 1•r.
a
Is • aaee cal ase W00111► dowear • we Hie MW /Ire eseome
iia -vale On erMBe dlswwt« w NIs wtoMl ,www dAs. _
,,�I 4. s AOI 6 A 4! dWone O sues aw aIle t M AVMs • Ir r gO M ism � aeaesmq •saes. � OM1
1. :tam � " 7' l0' two WA 1,1.
M T L. N d Iwt�110,'�L., Gtr , M«I« tM.e N degrMs. dee saes g.
i'- cr 7' 3.54' MhM �• fn" be d" • 6111IA► law of safe Mlwt d11sM to w wedo" 6/ mom stswlo dW1M
S" M rein/ereit" is '04 a le 0.C. 1NNN: dA19nIM9 mew news Elpetwoo 3 is spawn w Pa1Nt hands*.
or I.w l0 3 M ""pled.
' Me M swam 1~ wb dllll� • win ouse 41116 flu view Mmoa oeb awn M sit eaulse d omm
V -d to 14 4.$r '. f wO wall Ila 00 on 1' asonso w r manbran.
2d -d' r 21 4.999 4. 90'm Plans Sm 6 dW7 for do"ft Glee "Hila.
*• !ss Sld•Poon am fw Loom Owe""" ORANGE COUNTY ENVIRONMENTAL N MINT AGENCY STD. PLAN
_
ORANGE COUNTY ENVIRONMENTAL MI&NA STD. PLAN
NT ENCY App Owe 1315'
Approved- c a Ari/ Ohlre,rsr •✓ A,Me t11M�+►s
,q. Awoon, �.��r .. Alrflle �..
1302 A«.�6« RIIe. " It after, ,� 10-7% : !R-,0
„� uss111e111 ,�,,. 7s-7'!1 ; • 716 : �� - 11.,1 JUNCTION STRUCTURE - TYPE SSI
,10 % 1 w l
I NLET TYPE 11
. i
CATCHBASIN DETAIL3I415 UNCTION STRUCTURE NO. 4
12
N.T. S. N.T.S.
I
A DEVELOPMENT BY
CITATION BUILDERS
17731 IRVINE BLVD -a SUITE 201
TUSTINa CA 92680
�
«w _walnw Kagel e �p•N
�0 ` �wIE' ✓�A
<) S
J
ELM
Ce. I : saw M AAs w so wale •f aA/!f ` 4111 Ila www" /tells• _ _ J °
UT Is=�
ave wo Wo old tape MIA seefia+e "am fo lail tM def WHO move /
alA►a� fee/ �•, I+-AVVraF
CIJT Ms. !:Sew III tide Isl1lllsd111sI1h ne111wtq s dMp 3.14tltllb-IMIodW neve
ofd• on *4 side oppowle the NM OW. tlald the cods of the 00 I AVW afftw
ow Mw and insert the luso in *0 pipe. « f"r ETA
TYPICAL ,JOINT FOR
IIEINFOtICED CONCRETE PIP[
mesas as l TABL
dr )
i
g.I. t4•s11-�
fleas-TdIs, or .opal, wNrwr two
L I T 10200011It•
;(McGee) fiVaM•M 16*16ftsst DEFLECTION -4
is 1 12 1 4 I r 14
L a wnawl sow is rerDwd **Now % w desle>w 1n !1 Or Mo ps 00" "Mom M 0 41yn POP a
••Mooed, lea is. slMea •ql•'A"is V~ "OR mo PoralWM dwlstls on". (sus TOW
L SWWMe •whew. AM aw M ew n~ as 060 Hale •Incl a"" sww MIIaa1 40 se own a sow"
M the E09WAM
1 *ask" Melt M woo else• of me Ow w or is vy" r sus Ib moo" end Go eM "M •nevi "OWN
soawosw 1M oatraa,ItiN (we •ETAIL A 1 is I l/t WWON •r aV0•
4 600KAN♦tw• POWS »E KMOI MA. w
PM EXT11EMITIMS SM" "N
N cite
2,e to 30 «
33 fa s « 4
fo «
Qsaw mr view esleeew ale pipe aalraalsle "no& ttk Won. as well r w alwamr rue 00 •s nwwsans
I aleapwa a wanwoom qpm" of 6 iesVsa OMW ft WOW. eirsaw Ile MNN %eve a dies,aw • NIM"
veswr two the owftioe dleslahr N NM ler« Pipe -
S. A PIP fopw ffm M iwMp a dmww a fps" am& de1A Mesa M da1ss61ad as We po"m den•
i ON" on "M M I man M No in NMaMw, all www tens M sale isass "ft -To". M artet toe WML ft
MINI M use N povide o smooth iwwrio► ONO. T" poo« ftm Nor M Isf1 in ~. Meti fps PIPs is 24
KWON or MM• a romewaels i"Niar form MNII M doe or me Aftrier Wet "I be .awl Well "Oed wm
I1n"W ae nes" pa~.
1. WIN" OM w #We; So dkWNRM en pass aN a dsllprle rill►. L MMl 60 /Mel of IM Inrr/•► PIPs d"
Nle _NTMI dto"WW of NN tan« aMeN be .evil N Me ol1lside diasolr at larger pips p o 2T for Me WW
PIPs. A as loom! C~ Mall) MI N o•wMresfe 640"09ttwg a 1014@ ok"N*ar PIPs "I"em N a R*-' r die'
M@W Pips dawost," s wase" Macaw M tb mpravanloll /cella or ordered by NIA E,Ipwa•r.
a TfM venae far •n" or ~ se Aloes aw ft www"elMN VIVO•
e. OUR me am of on rPa.w pow is sow& sus so sun of Ica sisnw "a ppm, ieI ""ft. IMM mit
Mees N Ica spefrs•1V pips to Ine foe me some M Ngo dsway"eso pipe, lain rover".
a. am" pipe a" to awls In Mea of • son son .Meer N sppews at lMe 9 111 me
11. Ar pee aim• via W" is foe YAOLe, as vacs of L.T. a"'a"for on am "PW elite No*
ORANGE COUNTY ENVIRONMENTAL MA G E T A ENCY STD. PLAN ORANGE COUNTY ENVIRONMENTAL WA)" 6ENCY STQ PLAN
vL N ECTOR OF /l/OLIIC M'�OA'1rY '3I AMfe�C. Director of ANA/k M'e►N 1317 A«plsl! Rus 71-�. ReatNma A..p...� Aa 1Y'!tL RIIMs
REINFORCED CONCRETE COLLAR 1 w s REINFORCED CONCRETE CM -LAR -NOTES
REINFORCED CONCRETE COLLAR
1;0a�
sA fine.. I-�►wl,�•1�e.
some" osom ost b•re 6bA Pl
N issiN odN N alallsaN
�•1- 'Ogees-� • P
r_4
LaNg"TU MAL SECTIM
slava w+w wlr..peaw
-4•N'O.Cssw ,Ile
•
teed go" s}Il ems« ear
+I.lr•1rll".11e
7WAff SrErL AMM
,
-d
'
MW IV/K JiOT FAR Amemm
N Mr
1.
arldtltn f i ba eder�sesll mt asst • lee. 1 sIr len. • •ywselled rslr{ti err
A& TS / PR/LL foR savrw
unpwar wro6A
Vos"
travel per ter! 1peetfieetteas 0r otAet *rawwler astertal•a• ars[
MLTs.
/"o• /N_1VZe
27'
be epee i ! i oe a reweA ev the lwRtsleR .
•MI' Aw. WtAw
I .
soei lag ! 8%011 be e of weld at .deer or"wl w material " a"
s)/Mlt A4 fi
41p- ~ we scat► f^v
,0*rAlews L Irll AV
33"
ftStater dad 0%811 confers to Settle"
• •eifled or premed D► gifo..
s. r •�
ogr-
f"
36"
3"6-1.2.1 of t'to 'tandard Sped. lens.
!7"
1 1/4"
1•
00KlNet ! elMii N twn+sete! c• • lretaci teen of flet loon Ment
so"
9 1 /2"
b• SY•
T 14"
10 percent uslss• otherwise specified.
1 10"
45"
7 AK
ss"
1001/4"
40"
6'
ss"
6.
soloist •Mall he placed to tae or arses lifts for 0. meter t1eM
• I/2"
72 ~
11"
94
60 tnclwo.
•
11 3/4'
57"
f.
whets tern cases, t0 , feet 0r tome. ,r mase be Romer t%.n or 0.
it 1/2"
Ili"
9 1/2"
90"
to 6 ine%es. Mere the cover to greater eltladl s feet. "'a" wt
•
10..
AVV1Ylr%Xr AIF.0 O/'OAWw
�..
�..
botwoes 6 avid 10 tne:%eo tnelusive for pipes up to and ine 90
"�►"
_
AIS1' S-rZ
,.
r 96 inches in diame sue
inches in diseetet. for pipes over
72'
/f!/LL I1fLV
W Of
K 1/t"
76
11 3/4
The between 6 and 12 inches iselusive.
17"
64
12 1/2",
�-
�
«w _walnw Kagel e �p•N
�0 ` �wIE' ✓�A
<) S
J
ELM
Ce. I : saw M AAs w so wale •f aA/!f ` 4111 Ila www" /tells• _ _ J °
UT Is=�
ave wo Wo old tape MIA seefia+e "am fo lail tM def WHO move /
alA►a� fee/ �•, I+-AVVraF
CIJT Ms. !:Sew III tide Isl1lllsd111sI1h ne111wtq s dMp 3.14tltllb-IMIodW neve
ofd• on *4 side oppowle the NM OW. tlald the cods of the 00 I AVW afftw
ow Mw and insert the luso in *0 pipe. « f"r ETA
TYPICAL ,JOINT FOR
IIEINFOtICED CONCRETE PIP[
mesas as l TABL
dr )
i
g.I. t4•s11-�
fleas-TdIs, or .opal, wNrwr two
L I T 10200011It•
;(McGee) fiVaM•M 16*16ftsst DEFLECTION -4
is 1 12 1 4 I r 14
L a wnawl sow is rerDwd **Now % w desle>w 1n !1 Or Mo ps 00" "Mom M 0 41yn POP a
••Mooed, lea is. slMea •ql•'A"is V~ "OR mo PoralWM dwlstls on". (sus TOW
L SWWMe •whew. AM aw M ew n~ as 060 Hale •Incl a"" sww MIIaa1 40 se own a sow"
M the E09WAM
1 *ask" Melt M woo else• of me Ow w or is vy" r sus Ib moo" end Go eM "M •nevi "OWN
soawosw 1M oatraa,ItiN (we •ETAIL A 1 is I l/t WWON •r aV0•
4 600KAN♦tw• POWS »E KMOI MA. w
PM EXT11EMITIMS SM" "N
N cite
2,e to 30 «
33 fa s « 4
fo «
Qsaw mr view esleeew ale pipe aalraalsle "no& ttk Won. as well r w alwamr rue 00 •s nwwsans
I aleapwa a wanwoom qpm" of 6 iesVsa OMW ft WOW. eirsaw Ile MNN %eve a dies,aw • NIM"
veswr two the owftioe dleslahr N NM ler« Pipe -
S. A PIP fopw ffm M iwMp a dmww a fps" am& de1A Mesa M da1ss61ad as We po"m den•
i ON" on "M M I man M No in NMaMw, all www tens M sale isass "ft -To". M artet toe WML ft
MINI M use N povide o smooth iwwrio► ONO. T" poo« ftm Nor M Isf1 in ~. Meti fps PIPs is 24
KWON or MM• a romewaels i"Niar form MNII M doe or me Aftrier Wet "I be .awl Well "Oed wm
I1n"W ae nes" pa~.
1. WIN" OM w #We; So dkWNRM en pass aN a dsllprle rill►. L MMl 60 /Mel of IM Inrr/•► PIPs d"
Nle _NTMI dto"WW of NN tan« aMeN be .evil N Me ol1lside diasolr at larger pips p o 2T for Me WW
PIPs. A as loom! C~ Mall) MI N o•wMresfe 640"09ttwg a 1014@ ok"N*ar PIPs "I"em N a R*-' r die'
M@W Pips dawost," s wase" Macaw M tb mpravanloll /cella or ordered by NIA E,Ipwa•r.
a TfM venae far •n" or ~ se Aloes aw ft www"elMN VIVO•
e. OUR me am of on rPa.w pow is sow& sus so sun of Ica sisnw "a ppm, ieI ""ft. IMM mit
Mees N Ica spefrs•1V pips to Ine foe me some M Ngo dsway"eso pipe, lain rover".
a. am" pipe a" to awls In Mea of • son son .Meer N sppews at lMe 9 111 me
11. Ar pee aim• via W" is foe YAOLe, as vacs of L.T. a"'a"for on am "PW elite No*
ORANGE COUNTY ENVIRONMENTAL MA G E T A ENCY STD. PLAN ORANGE COUNTY ENVIRONMENTAL WA)" 6ENCY STQ PLAN
vL N ECTOR OF /l/OLIIC M'�OA'1rY '3I AMfe�C. Director of ANA/k M'e►N 1317 A«plsl! Rus 71-�. ReatNma A..p...� Aa 1Y'!tL RIIMs
REINFORCED CONCRETE COLLAR 1 w s REINFORCED CONCRETE CM -LAR -NOTES
REINFORCED CONCRETE COLLAR
1;0a�
sA fine.. I-�►wl,�•1�e.
some" osom ost b•re 6bA Pl
N issiN odN N alallsaN
�•1- 'Ogees-� • P
r_4
LaNg"TU MAL SECTIM
slava w+w wlr..peaw
-4•N'O.Cssw ,Ile
•
teed go" s}Il ems« ear
+I.lr•1rll".11e
�d
,
-d
Ola - • wits ante.ad organ
A
N Mr
i -e 4r1r 00W Are"
9-{ Is►
stool o a
unpwar wro6A
Vos"
r:... .. .- • -.• -•..
-4•N'O.Cssw ,Ile
ISCT I ON N -M -P-0
teed go" s}Il ems« ear
T
f11mn •rte
ellslmnl *am w dmwlw
WN. PIw 630- GC
633(-)s0�1-OC
-d
h ps"d 'M�Ms
A
N Mr
i -e 4r1r 00W Are"
9-{ Is►
•' '
�talr
unpwar wro6A
.�
NA:lam 1 r
jrlklll�
PLAN
•Nsft Not "*as
r=
- r • i •
ACTION •-S�
Lvana•ew
a.dd a1 dad w olsaaail
to provide *Vol Pope ' •.
K&T fret/ VoA/T WWw
TOP al MOT L9 VEL
�S o T • M
I- Z RSNris3-� Pile.ue�it�ial lif!
111111110001M1eM► IIw /alas r • err slwselswe wiM•1r1 111,114061•.
vftw *Am �" di mew Now** 4 « • w weed IZ = 3 11'
'M a if bwe Not
ORANGE COUNTY ENVIRONMENTAL. A N ENCY STD. PLAN
A"r"mEL
1312
ex. N oaf, Oiret or of AIMIe
A.q" Ale. "-ft Lets. M-140 ee - to 01
JUNCTION STRUCTURE TYPE --M ' w 3
JUNCTION
C
ure
S lfE[ �E�TiON 0.40 >r J NEE[ �c /E J.r+d/ez
>< OOEO 4f" .OrE.�I«+/ ENO
t SU�oO L TS Jfl./L L �E UN/�O11',hL �' ,gC'EO S(/T NOT TD
E►�EEO
71
j swo��r elo� r sH E .ic w ,P.4 f-o�ivO,rr �-is�I or
dt S rEEL �[ .I !- Sf/.•I E A� 4 � O�/NO�Y .4- j !/ i Oe
.rw,PO ✓EO E
s •��orEc ri 4R s�vi/LL SE �L ��se, iJL S USEO
,W/r ,y,,O,yB,�,4 �I- /t 1i EivO-�iYfiS/D.Ps P<'POVEO EOU.4L
REVISIONS:
6. 'Y' s(kall Include the thtelkness of any a it - Li•_: , ,�
NO.
S%ertax •/Tall be a staialas of 4 e• tree the pip@ at soringlino. 0"Aw. A r -r
O'J/P111f T Aar
•...
S, M top -so =j,.t ms •hell M @~tted to the vfirineer for env ;.: ,
"W' other than aha raitted in note G. • '
t, fe t* tton shall be ellaned M a1woos, or eels contractor, at hto
pti • choose not to screed ►olddtoo "A" to which coo*, the pip u
1 be baektilldd to a dprk of 1/6 0.9. with trench backfill slurr? C'&1*40 p N�/ll'� 'rj4•���
at his expense. low 5"'If
TABLE OF VALUES
FCR FANO T
�
►
�
T
l6"
41/2"
0 0 - 4 . s 18 -Sep -57 1 3-�'
4E"
9"
24"
15 1h"
y"
t"
27'
51/2"
46
30
6..
she"
91/2"
33"
6 14"
54"
f"
36"
i I/2"
!7"
1 1/4"
39"
7"
so"
9 1 /2"
42
T 14"
63"
1 10"
45"
7 AK
ss"
1001/4"
40"
6'
ss"
a 3X
51..
• I/2"
72 ~
11"
94
!"
76"
11 3/4'
57"
6 1^"
94"
it 1/2"
Ili"
9 1/2"
90"
131/x"
63"
10..
%,.
�..
�..
101/2"
,.
72'
144"
K 1/t"
76
11 3/4
4 0"
17"
64
12 1/2",
..
17••
90"
131/4"
132"
171/2'.
96"
14"
136"
17 1/2"
102"
!S 1/2"
144
le"
106
16"
114"
14 1/2"
120"
17"
126"
17"
132
17I/2"
136
171/2"
144"
••
SOPM
1. V'AL'JES for A9I9C99 912, Elevatiaa R avid Elevattea S are
a#lowtl as plan. Table of values for F and T hereon.
2. I•ATERALS. it laterals enter both sides Of junct. str•,
- access shaft shall be located on side receiving the
smaller lateral.
3. CV TER Of RAtIt10t.E SWAlwf shall be located ever center
line of Storm Drain when Di is 49" or less. In this
case place 4-E bars sylmsetrically around shaft 45a
with center line.
4. L",C?:i of junction structure my be increased at
optiotl to meet pipe ends, but any change in location
of spur must be approved by the Engineer.
S. ltlETAI1. .1. WWII depth of umv*o le from street to tap et
junction structure to less than 2'-10%" for paved
streets or 3'-6" for unpaved streets, construct
0"alithic shaft per Detail M. Cot:struction of shaft
oo per detail M for any depth of manhole is optional.
When DI is 48" or less, center of shaft shall be
located as per Note 3.
•. Di:INFLAcING STEEL. Straight bars, IIS" clear of face of
concrete unless shown otherwise. Tie bars shall be 04
spaced 19" on centers or closer. Steel schedule
detailed oft plan.
7. /.111llFMr.%. I 'P' shall be S" for Or%" or less avid S"
for D2 over '96 .
,
It . IITrpS shall be 3/4" round gal van i zed steel and anchored
Not less than 6" in the walls of the structure and
shall project a minimum of 4 inches from point of
embedment. Unless otherwise shown, the spacing shall
be 16" or 17"o" center. The lowest step shall not
be mitre than 2 feet above the invert.
9. IIWS, REMICt11, AMD PIPE !or access shaft shall be
gaited in 1:2 mix wrtar and neatly painted or wiped
Inside shaft.
le. ItAN of junction structure shall be steel tea 10164
to spring line.
11. 16n1 of jas•cttos structure, inciudimS spur. shall be
constructed in owe continuous operation, except that a
Constructic•n joint at the spring linewith lonRttudtna!
keywav, is permitted.
ORANGE COUNTY ENVIRONMENTAL M&INAGEf#ENT AGENCY STD. PLAN
APPR011D. 131
C. R. Ab/aeon Oireclw or /'b1/it IN►Ai
400", ft s. "-1.
JUNCTION STRUCTURE - TYPE X *IM 2 m► 3
STRUCTURE
oewlb fid•
C~ of hags is
M 1" tmm I.OA�
of /N.�
BOTTOM VIEW
TOP PLATE! dO
IAn detail IID
LO&Wg D•arl•e ^ 11- yplPPtsaM
'
010011111". - -r a ow 04e w altos Maw ••r
w wN \ 1/M" a !w wldll 16Awo
on
•�•� 4.s.P. a.*.
A,7\777"_ 'N
j -
I �
_I 1
�� I I , I -1ti' •N« ewer
5TAIL- PLAT[ SITV"Of o -
I1 /
match fop PMe
- VENOM` cap. Nus. wen- BOTTOM VIEW
CAGE RETAINER RAW
n *L nl,I. massae. sow
I r I I
1
�L � i �_!rr P•M
lblle.lr-01�------------ s - -; * .
IL[MAtI 2 tytt'■ 2 Ift"I
!woo ra o".)
111111ort so
I� ons Wow V0 tiler.le. -- --
2. EMveti o A. III.L,. La era Mws1 • "11%
w _-
3- CarrugMe Wool_%' shoo Nw►orm N AAi110 A• -7w. % s � loom
4. Grate oNawlell of" M gelvewi" after Fol
I %
S. for •, s4' and WW, caw I'h ■ s'h' .plea to fish WIS Plsamw 00e-4. 1/2"Alho MN
• w• mallear N sow M JrsN 08900610F.
7 = of VM lar dNlsow 4 aols dam be g • 1 atm
a Ie1« all• oOd► MIM M M•► ftbasled •sd VOPeOW e141w 60ft t ""- ,
ORANGE COUNTY ENVIRONMENTAL MGE T 4E CY STO PLAN
Approved1305
G R #0/ 104, O wear o/ ANI /k wvrAs
A+Iel1+N gra IT -n. 0~
k.LNLET TYPE Q
CsS.P RISER INLET
N.T.S.
12. t'L>l•ATTAN'I appites at enter of win 11m as '
prolongation of invert spier.
13. "Nehelss shall be emetruetod mics sfseifidl/
otherwise oa the project plass. SP1312 my be wood
without manhole when Engineer determines sufficient
urease of access is available for storm drain
maintenance.
14. 11hen senhole is emitted fres Junction structure,
Type III the following notes shall apply:
a. war D2 or I from 12" through 33". T i T shall be
t".
b. For 02 or I treater than 33" use table of •slues
hereon.
e. frit "t". "J" L "A" bars.
d. Oaltt "b" bard "weed at 3" and use spacing
Indicated on table.
e. 0elrit "A", "I" : "T'" bars for structure without
side inlets.
I
ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STD. PLA
X. tram, of AIN11w Was 1312
.rlr,le,I A.. r•.E Ante..- i!• TIi1
.JUNCTION STRUCTURE- TYPE X SHEET 3 ar► 3
N0. 3 er�s
- ArN
N. T. S.
No 41817 n
ExP �1
C IVI %.
9lFaf-ca0 �CITY OF FONTANA* CALIFORNIA
PUBLIC WORKS DEPARTMENT
VVPI DATE
pr�1T 15144.A.
APPROVED BY: 404w•'M DRA 9Y .
THOMAS E BRAUN yEy+•1•a1M1 . &~ . annv
iilwi:l 1 � �` 0•r
.faLnswa :
��^^ twwwrw_ DE31GNE0 BY
REGISTERED CIVIL pdGINEER NO. W
DATE: REGISTRATION EXPIRES 3(111/9I 1 T B.
JW awt.511wat. (.aaea Ailsa, CA 91K116 (7N)SIOddDf7
APPROVED BY: SCALE: BENCH MARK: CHECK my:
City of Pasted• fesebee►! Ne -179 E.C.)Y.R
Ctrevit Ne -67-3.304 Noll is P.P.
(son she cop -96696 i Foothill
DATE:ROD DATE OCT • 1987 E1 ev -1247.94 Date 9167 W.O.
STORM DRAIN PLANS - ♦0 8Ss'
TRACT # 13325,-1 2
DET AILED SHEET OIC 8 wwrs
FILE NO.
' ENGW Ci !W
.
0 0 - 4 . s 18 -Sep -57 1 3-�'