HomeMy WebLinkAbout3873-2BENCHMARK
SAN BERNARDINO COUNTY
B.M. OF 627, NAVD 88
ELEVATION: 1011.70 FEET
TABLE: 200-1.2 [A]
SEVE SIZE
PERCENTAGE PASSING
SIEVES
1 1/2
-
1"
"AS
BUILT"
3/4
100
1/2 of
90-100
3/8"
20-60
NO. 4
0-15
NO. 8
0-5
ASTM C 131
TEST GRADING
B
6" MIN
10" MAX
.0
6" MIN O.D 6" MIN rl 10" MAX 10" MAX
3" MAX. SIZE NATIVE
C
IL COMPACTED 95%„ 6 MAX. SIZE
NATIVE SOIL
COMPACTED 90% I
3/4" MAX. SIZE ---�
SELECTED NATIVE
BEDDING COMPACTED
TO 90%
z_
8" VCP
w o
o
8" VCP 1/2" CRUSHED
III= STONE BEDDING PER I11 -
1 I III- III- APWA CONSTRUCTION
d- TABLE 200 1:2 [A]
SHOWN
TYPICAL BEDDING
FOR 8" VCP
LESS THAN 10' -DEEP
N.T.S.
0 MR, I I IN, .' A,
wI.
N z
sllz� ma I Elam
d -
TYPICAL BEDDING
FOR 8" VCP
10' OR DEEPER
N.T.S.
oV 151oN . N4. Q gY:
0
w(¢ DET L. ' IW T9UIZl1
MA00LF. 'AAp PSSOGId,TB�p, ING.
930 2 P1'rr51auR6N avE., 51'E 2.30'
tza,k,E40 01JGAMON6A, GA 9X730
Pl+oNe: (90q)481
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
UP
u UE I CU
E �-Rrk'
THESE MOM Op z�jdt-alls O -z FRWAREID '1N
��Pryry^���pp+'ggi}}{{O 6 PY A " n'i:�.tr�_Cpi�o r9F �/q�l_o�il�iV�{\RJ�tl{C�7PILE J AND
FURMIS By 0 J F:'1s.M- TIM EYV1�+1}.: �rClt tJV tl T='sE
RESPONS62
HAVE BEEH IPS 0 _J a'2D VM 'n%'z 8 W*l_ %l AS
A RMLY ay'
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.
QROFESSj0
R.
oo m
No. 024725 M
Exp.1 2/31/05
CIVIL
OF
SEWER LATERAL TABLE
O'SION, DESCRIPTION
ST.
Name
SEWER LINE STATION
BACKFLOW
PREVENTER
DESIGN
"AS
BUILT"
ul
1_0+89._67
10+7 1
YES -
2
_
11+31.70
^_ l 1 + 1 1
NO
3
_ 11+83.15_
Al l +66
_
NO
4
CL
12+33.56
12 $ t(o
YES M
5
5
12+83.56
12+07
YES
6
_
_ 13+33.56
13 t l b
IN
7
_ W
13+83.56
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.
QROFESSj0
R.
oo m
No. 024725 M
Exp.1 2/31/05
CIVIL
OF
SEWER LATERAL TABLE
LOT
NO.
ST.
Name
SEWER LINE STATION
BACKFLOW
PREVENTER
DESIGN
"AS
BUILT"
ul
1_0+89._67
10+7 1
YES -
2
_
11+31.70
^_ l 1 + 1 1
NO
3
_ 11+83.15_
Al l +66
_
NO
4
CL
12+33.56
12 $ t(o
YES M
5
5
12+83.56
12+07
YES
6
_
_ 13+33.56
13 t l b
V YES
7
_ W
13+83.56
3 -fib (o
YES
8
z
14+33.56
144 ((o
NO
9
�> --
14+83.56
14+b�
N0
10
-11
Q
15+33.56
( 1--v+4.5
YES
'3: _
_ 15+83.56
_ _ (�+ (bb
YES
12
16+30.15
_1 �0�1.3q
YES
13
-
16+76.34_
_
NO
14
17+26,75
17+37
NO
15 _
17+44.06 _
5.7+%_
NO
16
17+53.71
17+4.7--
NO
17
17+61.92
(7+ 97
NO
1814+43.49
_
14+40 -
NO _
19
_ 13+91.48
1-b 74
YES
20
13+41.48
( 3 41-7-12
YES
21_
_
25+11.20
25{- (5
YES
22
24+68.47
24+ 82
YES
23
24+25.26
2A +-35 7
YES
24
- 25
23+82.65
23+35.50
2*3
23 3a.
NO
NO
22+79.79
2s 41-9s
--YES-
2722+27.90
_ _ 22+27.90..3
YES
__28
� 9
21+75.06
- 21�+25.06
Y �,���
YES
-YES`
30
20+63.06ZD
YES
31
J_
20+01.64
_�-
_
NO
3219+53.0711+67
YES
33
19+03.07��(
+ 17
NO
34
_ _
_18+53.07
_ ($+67
NO
35
18+03.07
^($ t17
_
NO
36
_
17+52.21
3
NO
37
_
17+01.57
17+17
NO
38
16+57.81
(6
NO
39
16+38.83
�NO
40
16+15.49
( (b+07
NO
41
�
15+70.51 _
�ij 2 87
N0
_ 42_
15+21.38 _
_ -f-0
NO
43
-j
14+67.91
1 A-+ 85
YES
44
z
14+01.77
15+b4
YES
t-
+
46
12+65.22
�, d.
NO
47
48
49
CL
peGtAtil
12+05.28
11+50.62
11+28.11
12+?.�
I (+4-2.
1 ( +- +
_ - YES
YES__
NO
50
PECAN
10+9015
to #~ 2
NO
51
AVENUE
10+34.13
NO
52
w
12+06.92�Z
-1-00
YES
53
54
12+43.09
12+88.65
110% +3P3
3 co
YES _
NO
55
_ -
_ 13+32.93l3tsb
NO
56
F-
13+72.50_
13+91.
NO
57
�_
+ZZ.05
� I �{-} 1"
YES
58
a_
14+74,51
��4� 8
NO_
59
15+24.90
I dj + pq
NO
60
s FAM A
16+79.8615j-7(0
NO
61
17+87.91
_ (7 +71
NO
62
, ,
18+37.91_
($ +93
_
NO
3
- =
18+.8-9-.9-9
1 act.
N 0
64,?
19+39.99
l
YES
65
>
19+90.81 _
-20+40.99
_ 20+0(0
NO
66---
'Lo + %3
NO
67
w
20+89.28
21 +D9
YES
Zi
-0 --
_____21_-141,3.5
24+
_ S
_69
--
v 21+92.17
In+O7_
YES
70_
22+43.61
22.-}- Cj�
YES
71
�_
m
_ 22+95.22
?� ( 0
YES
72
23+66.72'moo
_
NO
73
24+71.81
14 +3
_ YES
PIAN PREPARED BY: CITY OF FONTANA, CALIFORNIA
VAN DELL AND ASSOCIATES, INC.
CIVIL ENGINEERS SEWER IMPROVEMENT PLAN
SURVEYORS LAND PLANNERS
DRAWN BY: 14244
17801 CARTWRIGHT ROAD T1NH T T NO.
IRVINE CA 92614 {949} 474-1400 DESIGNED BY:__;?
u� Su�VOM OF: JH TAILS
CHECK A 0 BY- 7
DRG \ `'� 7 !�
DONALD R. GORDON R.C.E. 24725 DATE RfCARDO SANDOVAL-CITY ENGR. R.C.E. 51152 DATE
a_
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0
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SCALE: 1.=40'
-F-'
U
0)
DATE:
05-27-2005
O
DRAWING NO.:
2
CL
/
3873
5
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