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DESIGN
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BACKFLOW
1
60+13.34
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YES
2
60+63.34
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3
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4
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n A A IIT A M%Z t1r\ A /r1"1 I ®e��r��
10 INSTALL STANDARD ECCENTRIC MANHOLE PER
CITY OF FONTANA STANDARD DETAIL 112.
20 INSTALL 8" EXTRA STRENGTH (TYP.) VITRIFIED CLAY PIPE PER CITY OF
FONTANA STANDARDS AND SPECIFICATIONS
SEE BEDDING DETAILS
O REMOVE EXISTING, ITEM PER PLAN.
O4 CONSTRUCT 4" SEWER LATERAL AND HOUSE CLEANOUT
PER CITY OF FONTANA STD. NO. 125 AND INSTALL SEWER CLEAN-OUT
BOX PER CITY OF FONTANA STD. 125A (IN CONCRETE AREAS) OR
125B (IN LANDSCAPE AREAS), DETAIL ON SHEET 5.
* LOTS REQUIRING BACKFLOW PREVENTERS
INSTALLED IN PRIVATE SEWER LINES.
N )o-
CURVE TABLE
CURVE
DELTA
RADIUS
TANGENT
LENGTH
4
820.00
Sl 0028'20"E
_e
5v �8` ��371I 75.92
I
I
I o
PAD=
1
87.7
= `. X37
114 EV.
No.
LINE TABLE
LINE
LENGTH
BEARING
6
93.48
Sl 6055'54"E
7
604.66
Sl 0028'20"E
C P4
� rz vis►oN rvo.
„ IRECORD DRAWING ILS
GRAPHIC SCALE
20 40 80
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