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HORIZ. 1 4 LOCATION AND ELEVATION
PROFILE SCALE:
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STA. 12+48.21 LAT C-2 PRC
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67.52 LAT C-2 PRC Ire
154
L ,IATERAL C-,2,\
7 IREVISED LAT. & C8 11tIC-14 11/02/04
-RE;/ REMSION DESCRIPT10N DATE ENGR. CITY DATE
A, I AN (%�4PY%V lc:ZCZH /,) /nA--m-wL,
�11�lslo -,**,
'r, lvlct�oi
LU �No-.45=rlS m
Co
LA A Exp. 1112-31-M �k
1P
GRAPHIC SC AII
20 40 80 160
IN FEET
I inch = 40 ft.
/V%NeVVVVVVV%AVVVVVVV~
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
LENGTH
RADIUS
DELTA
TANGENT
U
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.
A2PLAN
CHECK ISSUE
2/19/04m` -
1
17.6 2'
45.00'
REVISED SIZE OF RCB LINE C AND ALIGNMENTS OF
5/04/04
1 19.31'1
45.00'1
2403515 of
RC8 LINE C & LAT C-13. REVISED LINE A ALIGNMENT
REALIGN RCB AND DELETED LAT. A-15
5/14/04
REVISED ALIGNMENT OF LINE A
5/119/04;z�,&
5
REVISED ALIGNMENT OF LINE A
6/4/04..��xw�-
A6
REVISED LAT. C-2 AND C-14
6/30/01pw%--�
10i
LEGEND
REV. I LINETYPE
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
U
39.28'
90.00'
25000'21
19.96'
1
17.6 2'
45.00'
22*25'46"
8.92 1
1 19.31'1
45.00'1
2403515 of
1 9.81'
CONSTRUCT 54" RCP STORM DRAIN
CONSTRUCT 480 RCP STORM DRAIN
CONSTRUCT 5' HIGH BY 10' WIDE REINFORCED CONCRETE BOX
PER CALTRANS 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 SID PLAN NO. 323-1
(D CONSTRUCT JUNCTION STRUCTURE PER APWA STD.
PLAN NO. 333-1
CONSTRUCT JUNCTION STRUCTURE PER APWA STD.
PLAN NO. 332-1
CONSTRUCT CONCRETE COLLAR PER APWA STD.
PLAN NO. 380-3
CONSTRUCT CSP PIPE RISER WITH DEBRIS RACK CAGE PER
CALTRANS STD. PLANS D93A AND D93C.
CONSTRUCT 18- RCP (2000D) 2
@ CONSTRUCT CURB OPENING CATCH BASIN PER MODIFIED
STD PLAN NO. 300-2 (SEE DErAIL ON SHEET 9)
(WIDTH PER PLAN). STENCIL BASIN WTU -W MO NS
60 THICK BRICK MORTAR AND SEAL
CONSTRUCT JUNCTION STRUCTURE PER APWA STD.
@ CONSTRUCT JUNCTION STRUCTURE PER "A STD.
PLAN NO. 3M-1
@ CONSTRUCT 30- RCP (2000D)
CONSTRUCT BOX CULVERT WARPED WINGWALLS PER
CALTRANS STD. PLAN D86A.
CONSTRUCT 24- RCP (2000D)
NOTUSED
I E L4N
2 0. -11- , 11, "'V�
21 SrRUCT 3' 1 � � 1 8 � WIDE �RONF®R�C�R
PER CALTRANS STD PLAN NO. D80
@ CONSTRUCT TRANSITION STRUCTURE PER APWA STD
PLAN NO. 342-1
CONSTRUCT 3' HIGH BY 3' WIDE REINFORCED CONCRIETE
PER CALTRANS STD PLAN NO. D80
5 VCT IMNSITION
A3
Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA
ESS/
41TC STORM DRAIN IMPROVEMENT PLANS
CO 6) DRAWN BY:
VA SCALE-
rn RC13 LINE T"
No. 45715 "' R.C.E. 45715 EXP 12--31-06
Exp. 12-31-06 DESIGNED BY: DATE:
��x Om 16235
clv\\, JAM -7 2/19/04
OF C p,\- Date: C DRAWING NO 10
LMG 3513
�&Y t-N/GINEEr- R. C. E. 5115 2 DATE:
L611