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DATE
1
PLAN CHECK ISSUE
2/2/04=Pz'-'
45000'00"
18.64'
/2\
PLAN CHECK ISSUE
2/19/04
1 44059 9 59 "
1 18.64 0 1
L3_
REVISED SIZE OF RCB LINE C AND ALIGNMENTS OF
5/04/04
CONSTRUCT TRANSITION STRUCTURE PER APWA STD. PLAN NO. 340-1
RCB LINE C & LAT C-13. REVISED LINE A ALIGNMENT
4-
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5/14/01
/4\
REVISED ALIGNMENT OF LINE A
5/19/01.:::m�
CO STRUCT CSP PIPE RISER WITH DEBRIS RACK CAGE PER CAI -TRANS
5
REVISED ALIGNMENT OF LINE A
6/4/04...
11
LIJ
/6\
REVISED LAT. C-2 AND C-14 —F6/3o/o+
CONSTRUCT CURB OPENING CATCH BASIN PER MODIFIED AIPWA STD PLAN
NO. 300-2 (SE DETAIL ON SHEET 9) (WIDTH PER PLAN). STENCIL BASIN
7
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(9
CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLM NO. 331-2
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CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN NO. 334-1
CONSTRUCT 30- RCP (2000D)
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CONSTRUCT BOX CULVERT WARPED WINGWALLS PER CALTRANS SM. PLAN D86A.
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CONSTRUCT 240 RCP mn00D)
19
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CAI -TRANS STD PLAN NO. D80
CONSTRUCT TRANSITION STRUCTURE PER APWA STD PLAN NO. 342-1
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CONSTRUCT TRANSITION STRUCTURE PER APWA STD. PLAN NO. 341-1
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ONTRACTOR TO VOIFY
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HORIZ. 1 =40 LOCATION AND ELEVATION
-LIN PROFILE SCALE:
PRIOR TO START OF CONSTRUCTION
VERT. 1 =4'
10+00 11+00 12+00 13+00 14+00 15+00
40
U)
STA. 10+00.00 LINE w8m
STA. 22+36.65 RCB
mor
r A
GRAPHIC SCALE
20 40 w
( IN FM )
I inch = 40 &
160
OVAV9999AZAVAW A,
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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991 1hjr- 99 r% 99
8 AS BUILT 07/21/05
7 REVISED LAT. & CB #C-14 11 /02/0+m-`�-
REV.
REVISION DESCRIPTION
DATE ENGR.
CITY
DATE
1
PLAN CHECK ISSUE
2/2/04=Pz'-'
45000'00"
18.64'
/2\
PLAN CHECK ISSUE
2/19/04
1 44059 9 59 "
1 18.64 0 1
L3_
REVISED SIZE OF RCB LINE C AND ALIGNMENTS OF
5/04/04
CONSTRUCT TRANSITION STRUCTURE PER APWA STD. PLAN NO. 340-1
RCB LINE C & LAT C-13. REVISED LINE A ALIGNMENT
CONSTRUCT JUNCTION STRUCTURE PER APWA, STD. PLAN NO. 333-1
REALIGN RCB AND DELETED LAT. A-15
5/14/01
/4\
REVISED ALIGNMENT OF LINE A
5/19/01.:::m�
CO STRUCT CSP PIPE RISER WITH DEBRIS RACK CAGE PER CAI -TRANS
5
REVISED ALIGNMENT OF LINE A
6/4/04...
11
CONSTRUCT 18- RCP (2000D)
/6\
REVISED LAT. C-2 AND C-14 —F6/3o/o+
CONSTRUCT CURB OPENING CATCH BASIN PER MODIFIED AIPWA STD PLAN
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
35.34'
45.00'
45000'00"
18.64'
35.34',
45.00 9
1 44059 9 59 "
1 18.64 0 1
OF W�' Jo
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
ESS/
01 c <1
rn
No. 45715
Exp. 12-31-06
cm
OF C A
LEGEND
REV. LINETYPE
Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
DRAWN BY. jklic vinyl SCALE -
AT AS SHOWN
DESIGNED BY- VOw 16235 DATE
JAM 2/19/04
Date : DRAWING NO.: 3
LMG 3513
&I"%rM6fi�EtR_ R.C.E. 51152 bATE-
CONSTRUCTION NOTES,
CONSTRUCT 54" RCP STORM DRAIN
CONSTRUCT 48m RCP STORM DRAIN
CONSTRUCT 5' HIGH BY 10" WIDE REINFORCED CONCRErE BOX PER
CAI -TRANS STD PLAN NO. D80
CONSTRUCT MANHOLE PER APWA STD. PLAN NO. 320-1
CONSTRUCT TRANSITION STRUCTURE PER APWA STD. PLAN NO. 340-1
CONSTRUCT MANHOLE PER APWA 91D PLAN NO. 323-1
CONSTRUCT JUNCTION STRUCTURE PER APWA, STD. PLAN NO. 333-1
CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAIN NO. 332-1
CONSTRUCT CONCRETE COLLAR PER APWA S1D. PLAN NO. 380-3
10
CO STRUCT CSP PIPE RISER WITH DEBRIS RACK CAGE PER CAI -TRANS
SID. PLANS D93A AND D93C.
11
CONSTRUCT 18- RCP (2000D)
12
CONSTRUCT CURB OPENING CATCH BASIN PER MODIFIED AIPWA STD PLAN
NO. 300-2 (SE DETAIL ON SHEET 9) (WIDTH PER PLAN). STENCIL BASIN
*NO DUMPING -DRAINS TO
2
@
60 THICK BRICK MORTAR AND SEAL
(9
CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLM NO. 331-2
@
CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN NO. 334-1
CONSTRUCT 30- RCP (2000D)
CONSTRUCT BOX CULVERT WARPED WINGWALLS PER CALTRANS SM. PLAN D86A.
@
CONSTRUCT 240 RCP mn00D)
19
NOT USED
INSTALL CONCRIETE BLMKET PROTECTION PER APWA STD PLAN NO. 225-1
CONSTRUCT 3' HIGH BY 4' WIDE REINFORCED CONCRErE BOX PER
CAI -TRANS STD PLAN NO. D80
CONSTRUCT TRANSITION STRUCTURE PER APWA STD PLAN NO. 342-1
1 R X
CALTRANS STD PLAN NO. D80
CONSTRUCT TRANSITION STRUCTURE PER APWA STD. PLAN NO. 341-1
Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
DRAWN BY. jklic vinyl SCALE -
AT AS SHOWN
DESIGNED BY- VOw 16235 DATE
JAM 2/19/04
Date : DRAWING NO.: 3
LMG 3513
&I"%rM6fi�EtR_ R.C.E. 51152 bATE-