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iTiZC �•11 FA
SEWER LATERAL LOCATION
TRACT NO.
LOT
M
AS BUILT STATION
14572
8
17+58
t rl * se -co
9
18+06
t g + zo. f
10
18+36
11
N
8 + 45.4
12
18+66
1 ib + 7(p. 4-
14572-3
14572-3
17
23+54
Z �' ?D . d►
18
23+09
19
w
.�Z.r bq • 4
20
21+86
21 4- 0)1A
21
20+99
21 fi 0.
,22
20+01
.7
2.3
w
+1,1.0
z z
24
18+66
$a
25
19+12
�q �' dS•�
26
19+67
27
20+25
ZO t 11,
28
20+79
20 4- 94-. 1
29
21+35
tU 4-¢1. (o
30
21+92
44 � 09'4
31
22+54
.
32
23+26
4,0. &
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w
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CONST. 236.36 LFa
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mm Irma
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17
iTiZC �•11 FA
SEWER LATERAL LOCATION
TRACT NO.
LOT
PROPOSED STATION
AS BUILT STATION
14572
8
17+58
t rl * se -co
9
18+06
t g + zo. f
10
18+36
11
18+53
8 + 45.4
12
18+66
1 ib + 7(p. 4-
14572-3
14572-3
17
23+54
Z �' ?D . d►
18
23+09
19
22+48
.�Z.r bq • 4
20
21+86
21 4- 0)1A
21
20+99
21 fi 0.
,22
20+01
.7
2.3
19+25
+1,1.0
24
18+66
$a
25
19+12
�q �' dS•�
26
19+67
27
20+25
ZO t 11,
28
20+79
20 4- 94-. 1
29
21+35
tU 4-¢1. (o
30
21+92
44 � 09'4
31
22+54
.
32
23+26
4,0. &
CURVE DATA
01 DELTA RADIUS LENGTH TANGENT
A 24'46'20" 195.00' 84.31' 42.82'
B 48'48'03" 280.00' 238.49' 127.02'
CONSTRUCTION NOTES:
s�.
9
jr
GtiF�Fc
8
Q.�---CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, BEDDING PER
DETAIL ON SHEET 1.
@—CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA
STD. NO. 112.
C> --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. NO. 125A (IN CONCRETE AREAS) OR 125B (IN
LANDSCAPE AREAS)
&—CONSTRUCT TEMPORARY TERMINAL CLEANOUT AT PHASE BOUNDARY
PER CITY OF FONTANA STD. NO. 128.
@---REMOVE TEMPORARY TERMINAL CLEANOUT AT PHASE BOUNDARY & JOIN.
20+00 21+00
12
d 10 w ��
•D*
24
9
23
22+00 23+00 24+00
W
Lo o�
s 22 Q o
to z
�'• ±
0
` 1 �,1 w GRAPHIC SCALE �
V) u 20 1 19 + 18 .�
� 4e • ss 4e25 ire ,ro
t'cj. �i
! � /(IN FLET }
x�'� '/ •1' 1 inch = 40 t't.
I bi,� . ..
26 1 N
12+00
•. ;n
'?489"5732 E N «' /
A
2 •Ile
28 g 33
ST. STA. 10+00.00 ALBERTA
30 1 31 1 32 = ST. STA. 14+65.88 MANITOBA DRIVE
C1 N 14
I ACT NO.
AfAhli--�....._ 457272
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AL LA
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~ No.35275 Z �^
* EXp.9/30/99
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