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6" 10' MIN.
ROCK TRENCH
6" PEA GRAVEL
FILTER LAYER
GEOMEMBRANE FILTER
(AASHTO M286 CLASS Z)
BASIN
CITY OF FONTANA, CALIFORNIA
:
PREPARED N TIC OFFICE OF
STORM DRAIN IMPROVEMENT PLANS
NADOLE AAV ASSOCIATES, AMC.
SIDES A41 Y BE
SLOPED BACK FOR
DRANK BY
TRACT S
�E
CONSTRUCTION
DJ
LOW L O W PIPE
AS SHOWN
PHOAE 1909) 'a'CFB
DESIGNED BY.
O L DETAIL
DATE
OCT 2005
7 IDa to
of
CHEMED BY-
-
DRA NNVG NO.
4
RCE 300.37 EXP. kffW�zSCL
Z • �3 '�sow
46
WEAVELL L. IWATSURU
x;,'`<<<
11 DATE
BASIN
2" ROCK
6" CLEAN SAND
C.B. CURB FACE TOP OF WEIR
OF CB INLET 1.5' OPEN/NG 15•
TDP OF WEIR •C 8 ICK REINF. PER FL OF CB INLET
Ow NOTE %" 17T.C. PER PLANV If
16 p0
,6 0 8" THICK WEIR NOTE N
4 REINF. PER
,6 CB STD. DWG, 300-2
ON SHT. 3 (TPP)
� 9- `� �k ��Q�� SEC TION 4B -4B
SEC
� Q TION 4D -4D SCALE: 1=4'
SCALE: 1=4' 1 SEE DETAIL 4A
- ' FOR MODIFIED C.B.
RODRIGUEZ
WA Y
L-.1 if-
G0FILTER FABRIC
(MSHTO M286 CLASS Z) NON -WOVEN
BASE W107H =10' - - - - -- - - - -- - - -
FECOR ) DRAWING
DETAIL 4C -4C
SCALE: 1=4' ,ilodeo
ce
16" D.I.P.
- -- --- --- -- ----
------------------------- NOTE "?".
REINF. PER CB SM _
10 8 1 p DWG- 300-2 ON SHT. 3 - - --
N 1
1
C.F.
CONSTRUCTION NOTES •vL.T --
?Auu , �. wU�,L,�sT�N RCE DATE
Q CONSTRUCT MANHOLE PER APWA S% DOV 321-1. Y7JNS..}tER. RL �SSO�CI1S
T I Rr E i N C
9O INSTALL 16" DF COMNECTOR PAPE P`r.A= NIN[ •• ENGINEERING -• SURVEYING t
290; h DAM . 5T 5 TE. A-15, RIVERSIDE, CA. 92504
l0 INSTALL 18" RCP COAWCTOR PAPE - -
11 INSTALL 30" RCP C00W ECTOR PAPE 0
1? CONSTRUCT AIIEADWALL PER S B.Co. STD. 209 WIMOISH RACK PER A.P.W.A STD.361-0.
13 CONSTRUCT 200 LB. ROCK RAP -RAP (3 FT. TM CK) AMEN GRADED.
14 INSTALL 18" D.I.P. CONE'CTAR PIPE DIAL DANS BEEF G
15 CONSTRUCT 10' 11110E X 60' LONG X 7.5' DEEP YOU DIG YOU OIG
ROCK NVRL7R0IT0N TRENCH
Tal FREE 1-800-227-2600
A PUBUC SERVICE BY UNDERGROUND SERMCE ALERT
REINF. PER NOTE '•`"
/ 24" RCP
/ (SEE S.D. PLANS)
TYPICAL MODIFIED CATCH BASIN
DETAIL 4A
SCALE: 1=4'
REV R,EYrsyow AESGRiPTAQN DALE I aim aTY DA7r SMOIXD CONSTRUCTION OF TIE REQURED AWROVEMEMTS
MOT CO CWMCE WfTMW TWO YEARS OF TIE DATE OF
APPROVAL SMOWN /IEREON AAV CARRED FORTH NV A
D "NT MANAER, TIE CITY EMGMEER MAY REQINRE
REV/SMS TO THE PLANS TO BRNVG TIEM MATO
1 �E�ieo ,a etc//•c/!, I .� ,��,L� COAN:OR/IANCE WITH COWTIONS AAV STANVARDS IM EFFECT.
�12 L= 5'-5"
E= X-0-
F=
4J-6" N
O U
W= 3'-0"
BENCH MARK: 18-17 BASIS OF BEARINGS y
BRASS CAP M 1W COACWW BASE OF 7w BSG► AA O59'JI T
%=04
FAE
Soun,► cEG
OF AN SCE MILAN ALONG 7W CL SLWT AYE CL
% N 0 a< Mm". Q2 AN NEST AS sHoNN ON 1R mg.
OF SAN SEVAME RD, 265 AN NEST
OF SA RA AYE 16427-1, ALB 2916/7-ff.
ELEVATION: / 1428609
Prepared Under The Supervision Of
CITY OF FONTANA, CALIFORNIA
:
PREPARED N TIC OFFICE OF
STORM DRAIN IMPROVEMENT PLANS
NADOLE AAV ASSOCIATES, AMC.
SIDES A41 Y BE
SLOPED BACK FOR
DRANK BY
TRACT S
�E
CONSTRUCTION
DJ
LOW L O W PIPE
AS SHOWN
2" ROCK
6" CLEAN SAND
C.B. CURB FACE TOP OF WEIR
OF CB INLET 1.5' OPEN/NG 15•
TDP OF WEIR •C 8 ICK REINF. PER FL OF CB INLET
Ow NOTE %" 17T.C. PER PLANV If
16 p0
,6 0 8" THICK WEIR NOTE N
4 REINF. PER
,6 CB STD. DWG, 300-2
ON SHT. 3 (TPP)
� 9- `� �k ��Q�� SEC TION 4B -4B
SEC
� Q TION 4D -4D SCALE: 1=4'
SCALE: 1=4' 1 SEE DETAIL 4A
- ' FOR MODIFIED C.B.
RODRIGUEZ
WA Y
L-.1 if-
G0FILTER FABRIC
(MSHTO M286 CLASS Z) NON -WOVEN
BASE W107H =10' - - - - -- - - - -- - - -
FECOR ) DRAWING
DETAIL 4C -4C
SCALE: 1=4' ,ilodeo
ce
16" D.I.P.
- -- --- --- -- ----
------------------------- NOTE "?".
REINF. PER CB SM _
10 8 1 p DWG- 300-2 ON SHT. 3 - - --
N 1
1
C.F.
CONSTRUCTION NOTES •vL.T --
?Auu , �. wU�,L,�sT�N RCE DATE
Q CONSTRUCT MANHOLE PER APWA S% DOV 321-1. Y7JNS..}tER. RL �SSO�CI1S
T I Rr E i N C
9O INSTALL 16" DF COMNECTOR PAPE P`r.A= NIN[ •• ENGINEERING -• SURVEYING t
290; h DAM . 5T 5 TE. A-15, RIVERSIDE, CA. 92504
l0 INSTALL 18" RCP COAWCTOR PAPE - -
11 INSTALL 30" RCP C00W ECTOR PAPE 0
1? CONSTRUCT AIIEADWALL PER S B.Co. STD. 209 WIMOISH RACK PER A.P.W.A STD.361-0.
13 CONSTRUCT 200 LB. ROCK RAP -RAP (3 FT. TM CK) AMEN GRADED.
14 INSTALL 18" D.I.P. CONE'CTAR PIPE DIAL DANS BEEF G
15 CONSTRUCT 10' 11110E X 60' LONG X 7.5' DEEP YOU DIG YOU OIG
ROCK NVRL7R0IT0N TRENCH
Tal FREE 1-800-227-2600
A PUBUC SERVICE BY UNDERGROUND SERMCE ALERT
REINF. PER NOTE '•`"
/ 24" RCP
/ (SEE S.D. PLANS)
TYPICAL MODIFIED CATCH BASIN
DETAIL 4A
SCALE: 1=4'
REV R,EYrsyow AESGRiPTAQN DALE I aim aTY DA7r SMOIXD CONSTRUCTION OF TIE REQURED AWROVEMEMTS
MOT CO CWMCE WfTMW TWO YEARS OF TIE DATE OF
APPROVAL SMOWN /IEREON AAV CARRED FORTH NV A
D "NT MANAER, TIE CITY EMGMEER MAY REQINRE
REV/SMS TO THE PLANS TO BRNVG TIEM MATO
1 �E�ieo ,a etc//•c/!, I .� ,��,L� COAN:OR/IANCE WITH COWTIONS AAV STANVARDS IM EFFECT.
�12 L= 5'-5"
E= X-0-
F=
4J-6" N
O U
W= 3'-0"
BENCH MARK: 18-17 BASIS OF BEARINGS y
BRASS CAP M 1W COACWW BASE OF 7w BSG► AA O59'JI T
%=04
FAE
Soun,► cEG
OF AN SCE MILAN ALONG 7W CL SLWT AYE CL
% N 0 a< Mm". Q2 AN NEST AS sHoNN ON 1R mg.
OF SAN SEVAME RD, 265 AN NEST
OF SA RA AYE 16427-1, ALB 2916/7-ff.
ELEVATION: / 1428609
Prepared Under The Supervision Of
CITY OF FONTANA, CALIFORNIA
:
PREPARED N TIC OFFICE OF
STORM DRAIN IMPROVEMENT PLANS
NADOLE AAV ASSOCIATES, AMC.
Qw
DRANK BY
TRACT S
�E
700-A S. ROCIKSTER A VEYAW
ONTARIO, CA OV01
DJ
LOW L O W PIPE
AS SHOWN
PHOAE 1909) 'a'CFB
DESIGNED BY.
O L DETAIL
DATE
OCT 2005
7 IDa to
CHEMED BY-
-
DRA NNVG NO.
4
RCE 300.37 EXP. kffW�zSCL
Z • �3 '�sow
46
WEAVELL L. IWATSURU
11 DATE
JA1262001ts1ortntsd04.dwo. 1 2/7/2005 1 1:10:09 AM. Gemr. Gwm
I