HomeMy WebLinkAbout1741-3T
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=Pare FA ou/ e f. J!5. wall
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NO T�" �. 148 "/4 c• z
REF -W TD X11, A111O1-Z NO 4
L -A CO. 5T/-- NO 2-/J//3 ,45 611OXIAl �\" \,6
Ort,/ 5117- NO, 2 II-WIA�' STEEL — —
� mar � • ••
175 fa/% ,br/Ck nuc/
Morfar /.2/ug
5ECTION 5
ca liars -,,, C
C04/5T. 8W/C/l - 11110R7 ,4R 45'1
TR,44s1rio,V WALL
w �reok oaf ex/5l• L/5- Wa//
round ofd' edges �
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P L. A Al V/ E W
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wa
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5 T4 . 9.1- 45.90 &E61A1 JUNC T/On/ 5Tg UOTUR E_ DE TQ rL 5
sc9le -/1% 2'
SIERRA
-,- -_ -- Corp,.Joir2f _._..
o
curb face • Q 3/¢" Key
/ 0' C ' � #4 ba 5 C' 312''0. C •
4/on
rr
#5 b�r5 � /8"0 C • • ---
O,o f1o)/7 0 / COnO7 ......
,/O/r7/ - 3/¢''/ley
z•o133
swesr or
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i -,I E 7
*
QA VENUE %
0�
CO
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3•?5t !9..73 L.F. /8 A'�CP ,h X
2000 - 0 L
�l9 pct, �• a � � � h
1 A /\
I W , 19 4�
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PRO F11- ,E K r
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NOTE • ��—
,4jppraxirncr�e /ocafion of /O" FonfanA C/n/ori !rr/pfer Co.
irr1ga /1 oi7 pine /%I7e . 4ppro�r. c%,fofh = 25 " be/o w fop of'Cur-h
(locafiov and depth fvlxv5hed 7an
Wale,- Co.). eanlacl` f:
C1. W 6161 / 0803 .Papring 51 col),0 �h . 822 - 9 067 be"ore
beginning excavAfion 1,17 vIcin11y of /pipe and lo schedu/e airy
VENUE
work rewired on vl;pe /rhe .
.'-44 baro �0 3/2 //0,1
new ,'• ., �•� a, r ••_ {
3011
• ro /8
it
A • ,' '' '
17 "T."
`'_ -,af ,/1 /n is ..•c. /7 � ///� �/ n /� '
E C / / O / V -4t5-Z!5 _,#4 bal-5 // 10/01 .-•4 v v
S E C T/ OA/ A -A
22. 2-50"x x.501 916111VFO.11?cEO
C0N0,-1ZE TE P Owe CZIL V4'R7'
CATCH BASINS—.AT STA, 1 AND
-1114
` v 'X �-
P C� /o5_box Cu/
IN 11 1 1
4= 24 02 2.4 2.5 ' GrAfe /o /'emf�ir�
T= 60
ArL
- yfi'�IeQr4R�4 l v _� /0 �r .5ew 0r !l%Ci/1*2
jQ
Ex /0 f
drain �.- -'fix, 2''vV��er /�✓Ir�ir�
0
°
w ER R AA VE AILJ
6'xP, 9/30/9
s1�r C IY ll
I- of CA00
T�J/L FO.P x/6'`4 L,4GFCG' STp. NO 2-O/9� fiery
OESt�P/tel/Oi1/ By
Q,
m ' ' �'► 2 - �/lved
i2OX
�. �X
N
29, 5 C . FQerr/o ve CUrb U�yer
Zn 6
la// 3 bars 9 "% bo/h ways
T-. �T •TTS .Tim TTS T-T� � -_
SIERRA@ MARYGOLD N/W CORNER
FUTURE C014"STRUCTION
0 ,90DE0 FOR IS -W4 /eLcV eY' AlddlWre 1'XC11`:/C , INC
.
A, C,. F c• o, s r/->. ti/! 2 -0193 ZO / 21 YOR4614 I-l"A1 BG va
eLACE1.17-1A ICA 9 26 70
¢• 29.9¢
OAit/�1 S. A4LC�asl ,SPC 3 7�1, EX -3
PROJECT ENGINEER
ANACAL ENGINEERING CO.
P.O, BOX 3668
ANAHEIM CALIFORNIA 92803
PHONE: (14)774-1763
PCE 23, G47
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY.' STORMDF2AIN IMPROVEMENTS SCALE
TRACED BY: SIERRA AVENUE DATE:
DETAIL SHEET
CHECKED BY' APPROVED �' ""�"`�iD�'-� DRUNO. 3/7
R �
CITY ENGINEER.E. 1893T I�1
IIr!nt h, pr wAln load o^ li;l sniCn 1,01nOt o! -ft aen sifitd. �--•-
SECTION
-
r ror outlll See Stand]Id
SECTION 8-a
NOTES: CASE I AVO SAS:. 2
CAS. I CASE 3 - Sa001._ CONNECTION
'
/Alam ar rlinf a,cad
COCA 371in plans
r
l F••�4\
\\`1\%y /Vanes !a Su.t
-,r C]n4,t,0ns
y�
r•Onc,ere pipe ar C.M P Main Lint
._
- t with saddle!
.y,.f'
�
-C41tA DOSin itloOr
\ '� I �-
�� j .A See Note 4
•+.o
Plain r*into,aj
..-
-
.
ltc!21 rhe't Cltc i'lA Sib shown an 9,2jel! dro wing f,1 In I! ^ n
s. t 4adJ SO t 0' a 711r .:It Cr:1l:! w:tn�n 1.11 CCr_
o,
of thl socive p•7t
�
�tt
r , =.y.]i. 7
S!! NJr. 7-� S• r/ vOn C. pipe or C, M.P.
0 0 � di0m411e1 Of the inlet plat plus One :nCh m:nimvm Or } in Ch I Ond Z.
Cal
i `�
'•.
'
PLAN
-
1,A ,
- !�, 120-:•2000
~Cant.
C. a.�. t' Angle 3 is 45 deg,!4s Or ttss, vs!- Cass I. If 4ngle 8 rLOOO CONTROL. DISTRICT
-.--
ig r
inlet0
nlet ial.--'-y
s•r•.
"' � !• 5
m,n�'f t, RnCj 3Lmtnt
yes Nate C/ +'
.Ca^nlCtO, 7�px
120-0.2000 p'. A
:.'.a e.'. .. fes nJ,l 3
0.".A n. I••-
•C'
cOncr el! Or
}
(
r r / . C:]sf m0,10,
\
campacl S,il to ��y', �•.
�+
,..,a�• •ton:ln e%
�•
,:
03f.,e d!nsaj
',
{
�•.4JC.• 2
a
f5 g.'� 1"M...�
sp!:ilitlticts•' )Pipe o!ddir.q-- o.
•:
_
-li I Cafe 21
`-'a�
.a":. a,. •.-\'.. i','i
l:ndislw o•a •arth1 --•Ti/•a //r.A
7 anq,lS Sptc, t7 4 r
s'OI! pe s^Casl9 wnsn laid .:lh.A tn. m1;n I." ef:ar]tt!
N.
I
SIERRA
-,- -_ -- Corp,.Joir2f _._..
o
curb face • Q 3/¢" Key
/ 0' C ' � #4 ba 5 C' 312''0. C •
4/on
rr
#5 b�r5 � /8"0 C • • ---
O,o f1o)/7 0 / COnO7 ......
,/O/r7/ - 3/¢''/ley
z•o133
swesr or
I�
i -,I E 7
*
QA VENUE %
0�
CO
I
3•?5t !9..73 L.F. /8 A'�CP ,h X
2000 - 0 L
�l9 pct, �• a � � � h
1 A /\
I W , 19 4�
It
PRO F11- ,E K r
n
ea51-1-_ cdrh
/ K tW
0
X
to
I I i
C:>po
NOTE • ��—
,4jppraxirncr�e /ocafion of /O" FonfanA C/n/ori !rr/pfer Co.
irr1ga /1 oi7 pine /%I7e . 4ppro�r. c%,fofh = 25 " be/o w fop of'Cur-h
(locafiov and depth fvlxv5hed 7an
Wale,- Co.). eanlacl` f:
C1. W 6161 / 0803 .Papring 51 col),0 �h . 822 - 9 067 be"ore
beginning excavAfion 1,17 vIcin11y of /pipe and lo schedu/e airy
VENUE
work rewired on vl;pe /rhe .
.'-44 baro �0 3/2 //0,1
new ,'• ., �•� a, r ••_ {
3011
• ro /8
it
A • ,' '' '
17 "T."
`'_ -,af ,/1 /n is ..•c. /7 � ///� �/ n /� '
E C / / O / V -4t5-Z!5 _,#4 bal-5 // 10/01 .-•4 v v
S E C T/ OA/ A -A
22. 2-50"x x.501 916111VFO.11?cEO
C0N0,-1ZE TE P Owe CZIL V4'R7'
CATCH BASINS—.AT STA, 1 AND
-1114
` v 'X �-
P C� /o5_box Cu/
IN 11 1 1
4= 24 02 2.4 2.5 ' GrAfe /o /'emf�ir�
T= 60
ArL
- yfi'�IeQr4R�4 l v _� /0 �r .5ew 0r !l%Ci/1*2
jQ
Ex /0 f
drain �.- -'fix, 2''vV��er /�✓Ir�ir�
0
°
w ER R AA VE AILJ
6'xP, 9/30/9
s1�r C IY ll
I- of CA00
T�J/L FO.P x/6'`4 L,4GFCG' STp. NO 2-O/9� fiery
OESt�P/tel/Oi1/ By
Q,
m ' ' �'► 2 - �/lved
i2OX
�. �X
N
29, 5 C . FQerr/o ve CUrb U�yer
Zn 6
la// 3 bars 9 "% bo/h ways
T-. �T •TTS .Tim TTS T-T� � -_
SIERRA@ MARYGOLD N/W CORNER
FUTURE C014"STRUCTION
0 ,90DE0 FOR IS -W4 /eLcV eY' AlddlWre 1'XC11`:/C , INC
.
A, C,. F c• o, s r/->. ti/! 2 -0193 ZO / 21 YOR4614 I-l"A1 BG va
eLACE1.17-1A ICA 9 26 70
¢• 29.9¢
OAit/�1 S. A4LC�asl ,SPC 3 7�1, EX -3
PROJECT ENGINEER
ANACAL ENGINEERING CO.
P.O, BOX 3668
ANAHEIM CALIFORNIA 92803
PHONE: (14)774-1763
PCE 23, G47
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY.' STORMDF2AIN IMPROVEMENTS SCALE
TRACED BY: SIERRA AVENUE DATE:
DETAIL SHEET
CHECKED BY' APPROVED �' ""�"`�iD�'-� DRUNO. 3/7
R �
CITY ENGINEER.E. 1893T I�1
IIr!nt h, pr wAln load o^ li;l sniCn 1,01nOt o! -ft aen sifitd. �--•-
SECTION
SECTION 8-a
NOTES: CASE I AVO SAS:. 2
CAS. I CASE 3 - Sa001._ CONNECTION
Main L,ne I. Lngle 6 Shall he bel.esn 45•1egrtts and -90 dtq,tss and NOTiS: CASE 3
' 0 sno ll, Ife 24 mcnes or Its% FOe smolltr r0!vts of a and I Connt: tions to p:aes 21 inches at Itss in 2:7's!t!r r•ln Out
loge, valves of 0, use 020,09,i41e s!e^da,d stf4vu,t. IunCfiOn sl,vcturas r crac]st Y p,OnChts 1"11 be moat
- t with saddle!
Clefs •C• mC„Or.., 2. In n0 Case snom me 0,11+1e ai mst'Y, Of the inllf or tv saddle 10 lir
p,D! fe• 2. Trim !nu`gly 9v e• the outfAt c” me
C941.1one'nolf the ,ns•»e dio�ne't' at the main stOlm drain. main pipe, o^d s0 its -,is »,It R a., r:nx lint Ona q,ade
e,-- of the c2.-tCf:n;-prat..
Cenler Iine of inlet s.l.gll o! an ,40,Vs Vm0in s'7rm drain !. T.1t ootn,na into m? a.7t sndll at cur onj tr ,t! to
1
ltc!21 rhe't Cltc i'lA Sib shown an 9,2jel! dro wing f,1 In I! ^ n
s. t 4adJ SO t 0' a 711r .:It Cr:1l:! w:tn�n 1.11 CCr_
of thl socive p•7t
�
�tt
4in. •.a. ��. 4 Tna ao!n,ha gin,a tot --n %��rm dram snail p! Int av,s,dt4. Tht Can,a:t.^a e,pe
s,al' Ss sv7:c,rs: es Casts
f-
0 0 � di0m411e1 Of the inlet plat plus One :nCh m:nimvm Or } in Ch I Ond Z.
7 7 7 -soctfill wy
'
a• .;. :i. L_- i t ? Sa7trstd!s drdwinp of Sams numpsf da••ed 0ECEM9E.R, 191,
• - - P:pe otddin v ! s y �' S all :ar,ugated mttO1 Dept and lia:ngs %holt bt gply Onited.
i" -I- LOS ANGELES COUNTY
C. a.�. t' Angle 3 is 45 deg,!4s Or ttss, vs!- Cass I. If 4ngle 8 rLOOO CONTROL. DISTRICT
-.--
is q,satt• Ina, 45 de;,elf, est Case 2
SECTION C -c SECTION n a JUNCTION STRUCTURE
7 Burn a. C-60 end of C]nneCta, cipr flush .-0., s:rrdct
CASE I
Of rejin:,ne aloe Rpvnd teat Of caner:,, c•ipe o, fei.ifJ,ced
REVISIONS c]nC•!I! pine.
ua•S�
}
(
�•.•• I 7.•t T :cs:• • A S. Srolion sae:ihtd on of :n Sda
•`•'• • Q 8.66 added .]ll Of ,ra:n 51311%d12:n and Celle, I:nt 01 .nlet CO•�"° •':
0 Q 4-1. 72 Rer•st4 Crt•etl 191,7'4,' 0+• pips .. t rf (t: /
:/'tea//%'1�,V�� Y-
,..,a�• •ton:ln e%
�•
O'Vr' NO
SIERRA
-,- -_ -- Corp,.Joir2f _._..
o
curb face • Q 3/¢" Key
/ 0' C ' � #4 ba 5 C' 312''0. C •
4/on
rr
#5 b�r5 � /8"0 C • • ---
O,o f1o)/7 0 / COnO7 ......
,/O/r7/ - 3/¢''/ley
z•o133
swesr or
I�
i -,I E 7
*
QA VENUE %
0�
CO
I
3•?5t !9..73 L.F. /8 A'�CP ,h X
2000 - 0 L
�l9 pct, �• a � � � h
1 A /\
I W , 19 4�
It
PRO F11- ,E K r
n
ea51-1-_ cdrh
/ K tW
0
X
to
I I i
C:>po
NOTE • ��—
,4jppraxirncr�e /ocafion of /O" FonfanA C/n/ori !rr/pfer Co.
irr1ga /1 oi7 pine /%I7e . 4ppro�r. c%,fofh = 25 " be/o w fop of'Cur-h
(locafiov and depth fvlxv5hed 7an
Wale,- Co.). eanlacl` f:
C1. W 6161 / 0803 .Papring 51 col),0 �h . 822 - 9 067 be"ore
beginning excavAfion 1,17 vIcin11y of /pipe and lo schedu/e airy
VENUE
work rewired on vl;pe /rhe .
.'-44 baro �0 3/2 //0,1
new ,'• ., �•� a, r ••_ {
3011
• ro /8
it
A • ,' '' '
17 "T."
`'_ -,af ,/1 /n is ..•c. /7 � ///� �/ n /� '
E C / / O / V -4t5-Z!5 _,#4 bal-5 // 10/01 .-•4 v v
S E C T/ OA/ A -A
22. 2-50"x x.501 916111VFO.11?cEO
C0N0,-1ZE TE P Owe CZIL V4'R7'
CATCH BASINS—.AT STA, 1 AND
-1114
` v 'X �-
P C� /o5_box Cu/
IN 11 1 1
4= 24 02 2.4 2.5 ' GrAfe /o /'emf�ir�
T= 60
ArL
- yfi'�IeQr4R�4 l v _� /0 �r .5ew 0r !l%Ci/1*2
jQ
Ex /0 f
drain �.- -'fix, 2''vV��er /�✓Ir�ir�
0
°
w ER R AA VE AILJ
6'xP, 9/30/9
s1�r C IY ll
I- of CA00
T�J/L FO.P x/6'`4 L,4GFCG' STp. NO 2-O/9� fiery
OESt�P/tel/Oi1/ By
Q,
m ' ' �'► 2 - �/lved
i2OX
�. �X
N
29, 5 C . FQerr/o ve CUrb U�yer
Zn 6
la// 3 bars 9 "% bo/h ways
T-. �T •TTS .Tim TTS T-T� � -_
SIERRA@ MARYGOLD N/W CORNER
FUTURE C014"STRUCTION
0 ,90DE0 FOR IS -W4 /eLcV eY' AlddlWre 1'XC11`:/C , INC
.
A, C,. F c• o, s r/->. ti/! 2 -0193 ZO / 21 YOR4614 I-l"A1 BG va
eLACE1.17-1A ICA 9 26 70
¢• 29.9¢
OAit/�1 S. A4LC�asl ,SPC 3 7�1, EX -3
PROJECT ENGINEER
ANACAL ENGINEERING CO.
P.O, BOX 3668
ANAHEIM CALIFORNIA 92803
PHONE: (14)774-1763
PCE 23, G47
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY.' STORMDF2AIN IMPROVEMENTS SCALE
TRACED BY: SIERRA AVENUE DATE:
DETAIL SHEET
CHECKED BY' APPROVED �' ""�"`�iD�'-� DRUNO. 3/7
R �
CITY ENGINEER.E. 1893T I�1