HomeMy WebLinkAbout1553-6p
8
JUNCTION STRUCTURE DETAIL.IrA **N
\, 6
IF A f I lAdt f of sbtue� iia►• 7`artli art slag loll.
_ 1 - a/geI to tea Irwnd d 2 - CEN ffR OFAIA Nlfflf f MA 1"t shaft be bcaled over•can for two of Jlcarrrt
' ---•�= 1 __ drbrn wheiP drear►refer A is 4B'a•lo�s, Mf which c0.3a place f taoiy Jynr
1 e.l , r /D 3' kixliu3 -~ ballad th/13A7i9
�� iota lrrcu!! arowxlalaalYal45•wrlhce/►18r'/inlBaklornitJtaori
06, t bon t a 1_�_ Acca of narK.raBle 3. Of *AIL AWhen depthoftnanhole3 J) vn 311wtgrode to top of 1XU
J .�'har►9 '� - �� 1 e4, H bora rs /VJ3 that) ? i0� Itv•poYEclal�el 10'3'6 Ra/'unpavcd str>ec�/, auliuct
t \ I AW/413.10 of rtm%t or
3' d• Axid nwrwhMic ValY its per Aohail Al SholY twogyyd V1h of n►avPtx#ema,r//
At; ` �,✓' ,rte'. 'rnuriir►� berautrcilcledo� per Veto// At. When diorr�/ar' 0, 13 48'cr Av3,ceinloi,
�.1 ears I �AUr►9 - -
U trar ) 3'rtc ccar►'I 6►A / y tzar s of .yhalY moy be Joca ted os per note Z
_ - 4 THICKAIM Of PECK .slxrll rrn •y when rae�ce3w /n ori k lerel i scut.
3"o c i- E uc to inaacAt3 akdu PLAN y Pr P
_ but sh atll r►ol tv A"3 I hat /rabuka/• sola I lbr f�jlaarn on fins pArm
lie Air'k, ol'n►r�rnc�rk► (PI1193 t„id cover rtes shown) y ifs WOWING 51t•11 to be per e -PI 'l, It clear fain lb uof coact la
I 8 1 lig tzarMir ret 91 voirk Concrete ruvi IMMOS shown otherwise
I t , I 0a 1 thu ileo ; ; 5 x I �rlg 3S'9 t„ -i jl A ii 6 S 1 f PS .stool/ be V nouc,d, gah uni red 31eel aid anehomd nol k»
!t.,._ -- . U 's .rfa glla(attrl sli>i'eb !�E'� Iliac► W wclia3 ui ilia walls ofslructure.Unle33 otherwim 3/lowil
PLAN 11 Saar !• , �"` , i;� � lex. u�,��t+g1 ��12 'l6' 1 Itn.� �/a4caag shall be /a'Aa l5a4177ae kitivsfslietp-Mul/nolbe /masa than
(51iat1 nal .sl)uwr►)2'fcx ur►frallt�l�h>�c:ls''i "
44 It xr21.6'4btwo the ir►tert. 1)e S/aDwy 2-0 96'.1 .
,Turiablet 7- RINGS,iPf0Wf,9ANOP11Y f6racce» slaalY alga!/tae sealtd�nxx�ta/•
• AAx►t►I:le l)ranaerx►�, 1 I.,t • • �' i = ,
Srf e:et 9ryxA� I �' t ' f tors ty)d I -Y40�y pakrted a IVIPe l in3AYe the 3110!'1.'
1111.01 PAariAb 2 -Ai w 4 i? :!i "i.•.
. tt �; 1 .,l pars 8. 5TA17cwSorrrac�v,lro%g shownerr,�,napp/ otcenlerofslfot'I
+DQaI✓. 3A�1 - Caacr�e/ee ri()gs 10,4 ,}'ti' ur fletatims show,) of sto lions ivter to pro �ed "vrl9itxt,hne3
atter rs - - 2A-; ( r nR/cactlr; Pku►a 2 DiUt . }' alley -'f 9 fl 1aUR of ri►ar,lroAs sl►rxll taEs steal -troweled to 9JurinQ�/ay /ins.
! SN 0"J7 i -• SIO- 000Y of rr►onl►ole shall be poured,n one coldintaous opet%WAon,
�, fa, •_ 4 .Q ►- - Atiiwnurn Z p�, wiNi to y'A awe t that a cor►�st,mtCYf o int witlta,bi iludinol ke tib mo
u �.• , P ./o "9 y y Sl
M,nirlliall 3''6"►vitJ► sem' s! a kiplacedat the 9pryr it hila
;.,.`.• ": If l P Moll Matte the 2l/owir wlue3
5'10?'/'r/>ct S .•ul-, Z" _�-.- turJ,�a►ocl sh'eoly. v , _ __� f__` s.... 11- LING till L ANO fMBfO� tg
► i;.� _ Sen Note 3 DETAIL rNtless other wise ,7lxirr�a on plot)
- Pvr• V _96101,1033,
t. •�1.6" P,�.
�� 'Alrxrr►d Tie 14r (See Nola 3) Ut orae-/' 96, l •6'0'; P•r9'
rc t'
IJ txar � 1 rNcay lot: iy►crti'ast�cl a• loct),kvi of manhole 3hifYtV to ineel pipe eodi
•� . T�HI.0 Of VALi 5 f()R'� ji'lic:ri !. rc�ratertlivn llanl3ltorvnntlule iss ri/kY1, 0 tr�vv shclll Cao
Sprinxdbigi hoe 9 PE
' Inlet ele►►stliovr T n
con Ili a mf Woe
01WI vs ul 110f3 pant 1 I IZ' 11 BARS algal/ be "4 for Ar •39'ar IN», 0.1 for Ot • 4Z'16 04'W10im
94. /1) lie hath rtrlt aha • • v/ k/ 16 for 0r'•90'vr'ovel• he tors Mall be "3 boiu
U' l' 3000 P.1 i a t 28 oby s
LW 0),sed w1wl 02 13
unci. �" A/4 - Crntei'la►e or aiAt?t /arlx3 to i/►►I>�rvect a» i>•e Race of care of sypr'inyiity
_ �6' true unloys of el-wisu .3hown
:`;
I'rtwseullevea •' '' !Q 1) /s IYhdia fiu5swo 4.'o�rA✓,ia M, Pis rprc'ihetf ai pkarr.a see S/rl Ow9 2•U?l0
4 / bcyr• w� • scy M. f'r! 4 ji 1?, nv/a J. SUPERSEDES DWG. N0. 2-0103
ti ' ; �• •1 I ' i •� .. „ ApfEHENCEsi AtEViSIONti LOS ANGELES COUNTY
l 1 '''tit a/:� •' i , I i 2 0/07 ".01K(Are aeccorf,tloti FL 0000 CONTROL (DISTRICT
� � i ' � _
PI >�.4 .. , ►.o q, _ 1!_.. _- z 0lll 8'53 klrvsrd MANHOLE NO. 2
'i I � t r - r?� ?d/91 • a ,ra•,f� Cifr�ri� drlc/',y��
I , ' 2W/O 0 V-54 AdMcl rote PLAN. SECTION AND
2 096 "' ow /0-5) Added nota DE TAIL
10-4Step Spacing
Aremov s ev,
1 - • - Grr>'o11 in/J � 7 /- i� All! t /C r�/ IGC +f 1 i
See No e.� 8 •" • ("• •••
'�• 3�eM a ., t a�T� No. leo
iol` ��`,��►�%.�. � _r �•:}�+t t-12•tfa Ir11 tL o
1���iipp
MANHOLE DETAIL
C
6
4M
r
NOTES,
I. Junction SlruttuN No. 2 It 16 be Iroo1 when 0.0. of A It Vector than r/g
the I, b. of D, or a Is $rester IheA; 24 Inches. 8 shall not exceed y4 D.
a 39 inchm
NOTE i No more than one opening shell 14 made in one seclicp 01 pipe.
1 _ _ _ _ _ �\ 1, •f1 2. Values of A,A,C and 0 Mt shown a --project drawings. Elevation"" and
, Elevation "S"ore shown when required ptr Note 12
-"_ _�,� ,, ` �, • 7. Elove ttan S 4.00 so N kslde roil 01 Nrveflff�
_ �`` --[
of structure 4, Madioul limits shell be determined 00 lellOwgl
3r Min.-- I Upsirtant Limit - AI the intersection of the 111061441
of the S1011411 well
f ' ` "1116 the main line pipe well
For oullel see Standard '
- 1
_ _ A;4,14Ed
/ Catch Basin plans
, Varies to gulf
/Plain or reinforced
o... r
�� conditions
concrete pipe or C.M.P. Main Line
Cal<reN
cr.dle.,l
.
these plans will not be responsible for, or liable for, unauthorized ofCiUil�n in�;¢r1
CivilE g
% 1 r
' Catch basin Floor
i
' 'min 'See Note 4
r Plain or reinforced
.
Reinfortina Steel
� C.M.P.
36
_-
/ r• �. ; �-rSee Note 7
S Nola 7 cone. pipe or
See o e -�� ,g�• (
o�
.1-4 1 , ,
o'
�`` D ._
`� �20-C- 2000
PLAN
Bedding of l I
`B
_
" `" Cont. encasement
min.
Connector pipe
Intel pipe -• - - - •�/
Batkfdl� - ^ :'
!l Oxo c 2uou 61. Elev. q
with / : o .•, fee note 3
t
ti f
See Note r..
t
" �.
�._
4 Mln. , Cogs"C" mortar
conctels or \, p
' s
`
,
compact soil to • , s.,
1 � �
-
rehllive (tensity
required by .e' •'
'
_
-
101 s
' }Pipe
CASE 2
'
specifications Dodding .� 4 .
` '
Nolo: All (within for Case 21
NI
% p•; : :'Q ,. ; ; e•':
connector pipes the angles specified
PLANS PRE THE SUPERVISION OF:
Undistutbed a n r I h
shall be encased when laid within the main line excavated
_1___
design professional harmless from an and all liability, real or alleged, in connection with the QandSU(vey0r1 '�
g p y y g �
this liability
french, or when laid on fill which hos not been densllied.
SECTION
SECTION 8-8
SECTION M -M
`Undisturbed .r1t,''
t
CASE I
NOTES: CASE 1 AND CASE 2
CASE 3 - SADDLE CONNECTION
Main
Line 1. Angle A shall be between 45°degrees and 90 degrees and
NOTES: CASE 3
D shall be 24 inches or less. For smaller values of A and
1. Connections to pipes 21 inches or less In diameter without
_ _
- /liar•.(./(. �• - .. _.��. r.l "(( I�.N �•
larger values of 4 use appropriate standard structure.
junction structures or precast Y branches shofi be mode
l
« • ,MlVrwfil rllr►.irttJ♦ �[ Rs,Wrn
Ni! Rler.',1'
with saddles.
doss "C" morlor -,
2 In no case shall the outside diameter of the Inlet pipe eK-
2. Trim or cul saddle to fit snugly over the outside of the
pU• 9
r'
\�
coed one - half the inside diameter of the main storm drain.
main pipe, and so its axis will be on the line and grade
of the connecting pipe.
I
TAIL SHEET FOR STORM DRAIN PLANS - 8120.221 PF: 13020 451 22 -Jul -87 12151 / 130.?_O-1
\Q,j
3. Center line of Intel shall be on radius of main storm droin
3. The opening into the pipe sholl be cul and trimmed to
� `
except where Elevation S is shown on project drawings.
fit the saddle to that no part will pro jecl within the bore
1 .I • < �` T•L 8
hf'n
0l the saddle pipe.
e' I 1 y _... __.
4. the opening Into the main storm drain shall be the outside
4. The connecting pipe shat) be supported as shown In Cases
0 U 1 1
diameter of the Intel pipe plus one inch minimum or 3 Inch
1 and 2.
�.`r -Backfill c' �`! ,�'�
maximum.
r
- Pipe bedding 1
I
5 All corrugoted metol pipe and fillings *hall he galvanized.
Supersedes drawing of same number doled DECEMBER 1953
LOS ANGELES COUNTY
. d. •�, -•f4 '
6. It Angle B Is 45 degrees or less, use Case 1. If Angle D
_ FLOOD CONTROL DISTRICT
Is greater than 45 degrees, use Case 2.
SECTION C -C SECTION A -A
-
JUNCTION STRUCTURE
CASE I
7 Burn or chip end of connector pipe flush with inner surface
of mainline pipe. Round edge of concrete pipe or reinforced
Iv
N 0, 4
'"'"" " REVISIONS
concrete pipe.
_
A Sii yA*K uArc orscArvirap
a 8. Station specified on drawings applies at the intersection of Inside
AID - 66 added
K.. (► 4-1-12 Dau hon
wall of main storm drain and tenter line of inlet pipe.
♦I, •(!OM"l"Otn .• or.l "f(o••
�, --4,
1 Revised Concrete
n
of tr(,r/,r .r-
/T
orrrtror• tr•nr",tM - 4.0
ArrPIov90 •r--
• �• r,
'scALc oAT" DWG. NO. 2 - D 193
W rl
NONE IMAR.,1966 srar:tet I or I
JUNCTION STRUCTURE DETAIL.IrA **N
\, 6
IF A f I lAdt f of sbtue� iia►• 7`artli art slag loll.
_ 1 - a/geI to tea Irwnd d 2 - CEN ffR OFAIA Nlfflf f MA 1"t shaft be bcaled over•can for two of Jlcarrrt
' ---•�= 1 __ drbrn wheiP drear►refer A is 4B'a•lo�s, Mf which c0.3a place f taoiy Jynr
1 e.l , r /D 3' kixliu3 -~ ballad th/13A7i9
�� iota lrrcu!! arowxlalaalYal45•wrlhce/►18r'/inlBaklornitJtaori
06, t bon t a 1_�_ Acca of narK.raBle 3. Of *AIL AWhen depthoftnanhole3 J) vn 311wtgrode to top of 1XU
J .�'har►9 '� - �� 1 e4, H bora rs /VJ3 that) ? i0� Itv•poYEclal�el 10'3'6 Ra/'unpavcd str>ec�/, auliuct
t \ I AW/413.10 of rtm%t or
3' d• Axid nwrwhMic ValY its per Aohail Al SholY twogyyd V1h of n►avPtx#ema,r//
At; ` �,✓' ,rte'. 'rnuriir►� berautrcilcledo� per Veto// At. When diorr�/ar' 0, 13 48'cr Av3,ceinloi,
�.1 ears I �AUr►9 - -
U trar ) 3'rtc ccar►'I 6►A / y tzar s of .yhalY moy be Joca ted os per note Z
_ - 4 THICKAIM Of PECK .slxrll rrn •y when rae�ce3w /n ori k lerel i scut.
3"o c i- E uc to inaacAt3 akdu PLAN y Pr P
_ but sh atll r►ol tv A"3 I hat /rabuka/• sola I lbr f�jlaarn on fins pArm
lie Air'k, ol'n►r�rnc�rk► (PI1193 t„id cover rtes shown) y ifs WOWING 51t•11 to be per e -PI 'l, It clear fain lb uof coact la
I 8 1 lig tzarMir ret 91 voirk Concrete ruvi IMMOS shown otherwise
I t , I 0a 1 thu ileo ; ; 5 x I �rlg 3S'9 t„ -i jl A ii 6 S 1 f PS .stool/ be V nouc,d, gah uni red 31eel aid anehomd nol k»
!t.,._ -- . U 's .rfa glla(attrl sli>i'eb !�E'� Iliac► W wclia3 ui ilia walls ofslructure.Unle33 otherwim 3/lowil
PLAN 11 Saar !• , �"` , i;� � lex. u�,��t+g1 ��12 'l6' 1 Itn.� �/a4caag shall be /a'Aa l5a4177ae kitivsfslietp-Mul/nolbe /masa than
(51iat1 nal .sl)uwr►)2'fcx ur►frallt�l�h>�c:ls''i "
44 It xr21.6'4btwo the ir►tert. 1)e S/aDwy 2-0 96'.1 .
,Turiablet 7- RINGS,iPf0Wf,9ANOP11Y f6racce» slaalY alga!/tae sealtd�nxx�ta/•
• AAx►t►I:le l)ranaerx►�, 1 I.,t • • �' i = ,
Srf e:et 9ryxA� I �' t ' f tors ty)d I -Y40�y pakrted a IVIPe l in3AYe the 3110!'1.'
1111.01 PAariAb 2 -Ai w 4 i? :!i "i.•.
. tt �; 1 .,l pars 8. 5TA17cwSorrrac�v,lro%g shownerr,�,napp/ otcenlerofslfot'I
+DQaI✓. 3A�1 - Caacr�e/ee ri()gs 10,4 ,}'ti' ur fletatims show,) of sto lions ivter to pro �ed "vrl9itxt,hne3
atter rs - - 2A-; ( r nR/cactlr; Pku►a 2 DiUt . }' alley -'f 9 fl 1aUR of ri►ar,lroAs sl►rxll taEs steal -troweled to 9JurinQ�/ay /ins.
! SN 0"J7 i -• SIO- 000Y of rr►onl►ole shall be poured,n one coldintaous opet%WAon,
�, fa, •_ 4 .Q ►- - Atiiwnurn Z p�, wiNi to y'A awe t that a cor►�st,mtCYf o int witlta,bi iludinol ke tib mo
u �.• , P ./o "9 y y Sl
M,nirlliall 3''6"►vitJ► sem' s! a kiplacedat the 9pryr it hila
;.,.`.• ": If l P Moll Matte the 2l/owir wlue3
5'10?'/'r/>ct S .•ul-, Z" _�-.- turJ,�a►ocl sh'eoly. v , _ __� f__` s.... 11- LING till L ANO fMBfO� tg
► i;.� _ Sen Note 3 DETAIL rNtless other wise ,7lxirr�a on plot)
- Pvr• V _96101,1033,
t. •�1.6" P,�.
�� 'Alrxrr►d Tie 14r (See Nola 3) Ut orae-/' 96, l •6'0'; P•r9'
rc t'
IJ txar � 1 rNcay lot: iy►crti'ast�cl a• loct),kvi of manhole 3hifYtV to ineel pipe eodi
•� . T�HI.0 Of VALi 5 f()R'� ji'lic:ri !. rc�ratertlivn llanl3ltorvnntlule iss ri/kY1, 0 tr�vv shclll Cao
Sprinxdbigi hoe 9 PE
' Inlet ele►►stliovr T n
con Ili a mf Woe
01WI vs ul 110f3 pant 1 I IZ' 11 BARS algal/ be "4 for Ar •39'ar IN», 0.1 for Ot • 4Z'16 04'W10im
94. /1) lie hath rtrlt aha • • v/ k/ 16 for 0r'•90'vr'ovel• he tors Mall be "3 boiu
U' l' 3000 P.1 i a t 28 oby s
LW 0),sed w1wl 02 13
unci. �" A/4 - Crntei'la►e or aiAt?t /arlx3 to i/►►I>�rvect a» i>•e Race of care of sypr'inyiity
_ �6' true unloys of el-wisu .3hown
:`;
I'rtwseullevea •' '' !Q 1) /s IYhdia fiu5swo 4.'o�rA✓,ia M, Pis rprc'ihetf ai pkarr.a see S/rl Ow9 2•U?l0
4 / bcyr• w� • scy M. f'r! 4 ji 1?, nv/a J. SUPERSEDES DWG. N0. 2-0103
ti ' ; �• •1 I ' i •� .. „ ApfEHENCEsi AtEViSIONti LOS ANGELES COUNTY
l 1 '''tit a/:� •' i , I i 2 0/07 ".01K(Are aeccorf,tloti FL 0000 CONTROL (DISTRICT
� � i ' � _
PI >�.4 .. , ►.o q, _ 1!_.. _- z 0lll 8'53 klrvsrd MANHOLE NO. 2
'i I � t r - r?� ?d/91 • a ,ra•,f� Cifr�ri� drlc/',y��
I , ' 2W/O 0 V-54 AdMcl rote PLAN. SECTION AND
2 096 "' ow /0-5) Added nota DE TAIL
10-4Step Spacing
Aremov s ev,
1 - • - Grr>'o11 in/J � 7 /- i� All! t /C r�/ IGC +f 1 i
See No e.� 8 •" • ("• •••
'�• 3�eM a ., t a�T� No. leo
iol` ��`,��►�%.�. � _r �•:}�+t t-12•tfa Ir11 tL o
1���iipp
MANHOLE DETAIL
C
6
4M
r
NOTES,
I. Junction SlruttuN No. 2 It 16 be Iroo1 when 0.0. of A It Vector than r/g
the I, b. of D, or a Is $rester IheA; 24 Inches. 8 shall not exceed y4 D.
a 39 inchm
NOTE i No more than one opening shell 14 made in one seclicp 01 pipe.
1 _ _ _ _ _ �\ 1, •f1 2. Values of A,A,C and 0 Mt shown a --project drawings. Elevation"" and
, Elevation "S"ore shown when required ptr Note 12
-"_ _�,� ,, ` �, • 7. Elove ttan S 4.00 so N kslde roil 01 Nrveflff�
_ �`` --[
of structure 4, Madioul limits shell be determined 00 lellOwgl
3r Min.-- I Upsirtant Limit - AI the intersection of the 111061441
of the S1011411 well
f ' ` "1116 the main line pipe well
TA819 Of: V11013
-
- 1
_ _ A;4,14Ed
T
12
-`r- tt)_^
' •
S"
le
Cal<reN
cr.dle.,l
.
these plans will not be responsible for, or liable for, unauthorized ofCiUil�n in�;¢r1
CivilE g
" E and F We
05,13 OC...
2i
S
I Whtn Junction Structure Na 2 it tptcilitd with roinlwctd monolithic a+ch
6
Reinfortina Steel
va14
91411110 0
36
6
104'
r'
not r squired.
•A 12 When Elevation "R" and Elevation "S"ort not shown on project **Hina%, Intel
I � i
0-64O.C.
TA819 Of: V11013
FOR T
d
T
12
"
' •
S"
le
"
.
these plans will not be responsible for, or liable for, unauthorized ofCiUil�n in�;¢r1
CivilE g
poled.
10 floor of structure %hell be Steil Iroweted to Spring line
2i
S
I Whtn Junction Structure Na 2 it tptcilitd with roinlwctd monolithic a+ch
6
Reinfortina Steel
$form drain, value 0 %hall rotor to the clear Spon of the arch.
36
6
104'
r'
Dewnstreem Limit- S Inches dewnsirtom of the ir►IelSoctlon Of the
spur wall with the main line pipe well.
The opening Shall be rectengul0r, cut normal 10 Pipe surface and
without domating reinforelnl Sletl. If a joint in the moln line pipe
falls within the limits of the Concrete Cradle, provide a concrete
encasement one foot above the top of the mal" lint glee fo 1116
limits 01 the cradle
5 The Iran%VefSe rtinforcemtnl In pipe shell ►t Cut el collier of opening
and bent Into lop and bottom slobs of spur.
m 6 The main line pipe Shall 4e cradled and 04444d in Il 3:15 tontreSO stir,
eSttndlog longitudinally 12 inches beyond Ohl limits of breakout ISee Note
41; end transversely 0 dislence 01 N on each side of the Conlorline of
pipe. N t '/t 0. 0. of plot + 3 inches minimum.
Cradle may be Omilltd on side oppoSlte liltral I»Itl when constructed
In connection with existing &form droin.
r
JUNCTION STRUCTURE DETAIL
D
Reinforcing steel shall be per 2-0 Ill. end PIOctd 170 inches clear front
fact of concrete, unless otherwise shown. .
CITY ::OF FONTANA, CALIFORNIA
e. E and F bars shall be carried to a point nal Itis than J dislence from
J t /,t 0 + i inches.
f ' -�)• Min.
p �. A N
canterllnt.
9 Controls Strength %hall be 3,000 psi at 20 days except at otherwise
I t i
.
these plans will not be responsible for, or liable for, unauthorized ofCiUil�n in�;¢r1
CivilE g
poled.
10 floor of structure %hell be Steil Iroweted to Spring line
.
'APPROVAL APPROVAL WEST
I Whtn Junction Structure Na 2 it tptcilitd with roinlwctd monolithic a+ch
DRAWN BY
Reinfortina Steel
$form drain, value 0 %hall rotor to the clear Spon of the arch.
'MAIN LINE STORMDRAIN � Tit bar$ S
I A.0_PiN or rtinftrttd----�-" -`j /#S_Ie"OC I
Rtlntorcing steel shall be tut -Ind bent into Junction Structure In the some
manrtr at lot pipe Concrete credit under reinforced monolithic Orth It
menolilhle etch
'�_..
3• l ,' ��` 1 1 _ _ 1
V.
not r squired.
•A 12 When Elevation "R" and Elevation "S"ort not shown on project **Hina%, Intel
r ~ --Tis. ►tr!
Min ` 1
pipe shall enlet morn line radially When ►pial pipe enters main line other than
"S"
dt 3- Ifs O C
, i� 1 , ;�': '�• - l
I '�
radially, Eltrolron /16011 be shown On prejtll drawings, and initl pipe shall
be laid a Slrotghl from Elevation S catch basin or yyrode brook
:t..
a bar S-- t;.- ,1
1 I Round �1E bort 46 bar$ i—spi
on grad! .to
in fist Elevation 'A"%half be shown on project drawings only when stub it 10
r + e':
4.
Spring hM- 1 EOpts� _ li'S-J"OC-! 1
'
be provided in main lint lot future contiruclion of Intelpipe
I(IWO ies I C#MW liner
drdwingo N IM N
T -. ', . _ , p_ _ _ w A ... T
e
, j 1 i eT. R la Stallone sWiIIW on opply
1 r, -ti Tort - • e1 .,near Tne Ord letwoh *'tout tial 0o iene for torch Oeeln axillae%(
1
D. GRAVES
_ 1 t ' �M S- 3" O C
3. g !. 14YLA. ',
- 1
Nva M►h Of Ins{Wo wail of Vrue".
-DIM, A.C. pipe Is
4° '
Concrtlt-_ ;'.'`�`
e ► ' _
'� _
®14. Use Tronslfian Structure No. S, $td Owl. 2 when
for
1 0'
e�:
`
used mainline.
3
PLANS PRE THE SUPERVISION OF:
LOS NGEI ES COUNTY
FLOOO CONTROL. DISTRICT
AC. � � � �' � rp
1-
design professional harmless from an and all liability, real or alleged, in connection with the QandSU(vey0r1 '�
g p y y g �
this liability
ROAD e SET 9-67 ,
� �-'-• i f 1:315 ContrtN
- -R.C.E.-� }��� �� � -
SECTION M -M
`Undisturbed .r1t,''
t
JUNCTION STRUCTURE
SHT . NO.
performance of work on project, excepting arising from the sole negligence of design
NO.- 2
""' « R2VIt110MS
' E. J0' f -t SHAW N0. 18764
A• fN rAwK eAt1 t/it�r�iws
rr«•R M
Z - 7
SECTIO' .ry1
_ _
- /liar•.(./(. �• - .. _.��. r.l "(( I�.N �•
t-t�'�ri I*f✓%!tom /V�l� j M�
N.O. 00104rd Nola
7 f..
« • ,MlVrwfil rllr►.irttJ♦ �[ Rs,Wrn
Ni! Rler.',1'
2 2 0 7
CAD -2207
:►►itore� er - /, /14C
��fIL�.�- �/�,
Y A. A.A I
l� Iti•dI AMBO MOT! 14
titarrrni «
.
_ _ _ __ � c►'fi► /112
�CAIe _ j OAT[ DWO. NQ. 2 - O tl2
C w n, � r•ir)s er��,.d,u,� �
III .._,
SMASEM DRAWING Of THE SAME NUMOER DATED MAY, 1939 MON% MAN.,I94i eMttT 1 a 1
JUNCTION STRUCTURE DETAIL
D
i
CITY ::OF FONTANA, CALIFORNIA
UNAUTHORIZED C14ANGES & USES: The engineer preparing
Colifornio Council
BENCH MARK:
NO
r
11NGRCITY-
S_ D ATE DATE
REVISION
P U B L 1 C W 0 R K S DEPARTMENT
.
these plans will not be responsible for, or liable for, unauthorized ofCiUil�n in�;¢r1
CivilE g
.
'APPROVAL APPROVAL WEST
.
DRAWN BY
SCALE:
changes to or uses of these plans. All changes to the plans must be � f BENCH MARK N.O. 364 ELEV. w 1301.63 7
IC AST
in writing and must be approved b the preparer of these plans.
pp y p p p
6STORM
D. VELKOVg
BRAIN IMPRdVEMENT-
HORIZ.0.S.C.G.S.
Construction contractor agrees that- in accordance with generally accepted construction
STATION "PARCEL" 196
OV
�'� 1GN
DESIGNED BY
practices, construction contractor will be required to assume sole and complete responsibility for
during the
4
Civil Engineering - Land Planning - Surveying
D. GRAVES
DETA I LS
VERT.
CHECKED BY
DATE:
job site conditions course of construction of the project, includingsafety of all persons 5762 Bolsa Ave., suite 104
y p CCllifornia Council 108 + EAST OF .RAILROAD ON BASELINE Huntington Beaoh, CA 92649 (7141 893-5044
and property; that this requirement shall be made to apply continuously and not be limited to
_FR
normal working hours, and construction contractor further agrees to defend, indemnify and hold of Civil Engineer/
3
PLANS PRE THE SUPERVISION OF:
D. W I N T L E
AC. � � � �' � rp
8/17/87
design professional harmless from an and all liability, real or alleged, in connection with the QandSU(vey0r1 '�
g p y y g �
this liability
ROAD e SET 9-67 ,
2
- -R.C.E.-� }��� �� � -
,JOB NO �
DWG. NO.
SHT . NO.
performance of work on project, excepting arising from the sole negligence of design
" '
' E. J0' f -t SHAW N0. 18764
APPROVED
`
6 F 6
professional.
_ � q
-_DATE_
2 2 0 7
CAD -2207
C I V! L ENG I NEER R R. C C. E . 40°164:
Jx`'
.
D
TAIL SHEET FOR STORM DRAIN PLANS - 8120.221 PF: 13020 451 22 -Jul -87 12151 / 130.?_O-1
i