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VERT:
1
in
_ 4 ft
HORZ:
l
in
= 40 ft
CONSTRUCTION NOTES
O1 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER PIPE
20 CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA
STANDARD DRAWING 112
TRENCHING AND BEDDING PER CITY OF FONTANA
STANDARD DRAWING 131 OR DETAILS HEREON
40 INSTALL 4" SEWER LATERAAND RESIDENTIAL CLEANOUT
PER CITY OF FONTANA STANDARD DRAWING 125
O INSTALL TEMPORARY SEWER PLUG
3" MAX SIZE NATIVE
SOIL, COMPACTED 95%
6" MIN. 6" MIN.
10" MAX. 10" MAX.
�I N Ir
6" MAX SIZE NATIVE -
SOIL, COMPACTED 90%--,
1" MAX SIZE SELECTED
NATIVE BEDDING COMPACTED
1/2" CRUSHED TO 90%
STONE BEDDING
PER STD. SPECS. z
FOR PUBLIC WORKS N
CONSTRUCTION
TABLE 200-1.2(A)
SHOWN ® RIGHT I+ j a
n. o
8" OR 10" VCP
TYPICAL BEDDING FOR VCP
SEWER MAIN 10' DEEPER
N.T.S.
0
DIAL TWO WIII
ORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
___..... ..------- 1-----114_----------- _ - _ -....v..... -----�-------'........ --- ---
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TARI F: 9nn-1-9(A)
SIEVE SIZE
SIEVE SIZE
1 1/2-
SOIL, COMPACTED 95%
1.
-
3 4"
100
1/2'
90-100
3/8-
20-60
NO.4
0-15
NO.8
0-5
ASTM C 131
TEST GRADING
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.......... ..... .................. . ........ ........
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11+00 12+00 13+00
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5000,
' INETA L(L40AO LF REMOVE PIE i
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it 6 JUV) - 0 qp ! €
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-� ----- -PEPFER_DRdVE
I � 10'3 5 6 6 IiN V � Of j
ri_ 1
M
I i - -- O -
f
79.9 LF 8" !EXTRA 59.23' LF 8" E TRA 1
I
1691 A.F.
REM VE/INSTA REMOVE/INiSTA LL i
-_.. ........ ......I________E
I 1 t ; I t T .................
I �....._...... __ _ ..._... .------ x -
..
' E '
14+00 15+00
BAYLEAF LANE
0-J 3-4
PE= 53.6 PE= 3
4 4 ELMHNo3
14+53.50 2 4 Q
N IOj
14+58. 0 BAYLEAF LN.
12+13116 PEPPER DR.
� MH No 2 2
13+69.54 I (L MH
2
154-03 50
80.00' 8 .00' _
i
.._ ...... �..-....... --------------- ----------- ------------------------------ ......
W c0
N 14+00 15+0 ( LU + Co
1, - = Lo
S,�L-CL B LINE
WQV
LU
U) U)
68.00'
PROPOSED R/W
Go
I
PE= 53.4 4
12' 20' 1 20' 112-1 -
64'
PEPPER DRIVE
SEE SHEET 6
® Q FES.9
GRAPHIC SCALE r
40 0 20 40 80 120 p 114 m
Exp;1Z,r° D
SCALE 1 " = 40' CIV V1.
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
REMOVE NEW MH INBAYLEAF LN. aREMOVE YEARS OF THE DATE OF APPROVAL SHOWN HEREON
a RE-14STALLED SEWER BETWEEN MH#3 AND CARRIED FORTH IN A DILIGENT MANNER, THE
a MH04,a REMOVED CONST NOTES 3 a6 CITY ENGINEER MAY REQUIRE REVISIONS TO THE
111111ECOM DRAWING 113009 ,LB M PLANS TO BRING THEM INTO CONFORMANCE WITH
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT.
J O
O G
c No. 23796 m
Exp. 12-31-05
Tr\ C/VIL
--------------------------
___________
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f
3" MAX SIZE NATIVE
MINT LEAF WAY
"AS BUILT"
SOIL, COMPACTED 95%
1
14+01.48
14 + 01
00
2
LEGEND
6" MIN.
NO
SEE SHEET 3
6" MIN.
_
NO
r _
11+72.50
11 +-72
PE= 52.4
10" MAX.
10+94.22
LOT NUMBER
- -I_I
I
' &
PROPOSED 48"
PE=52.8
NO
PE= 3.2
12+69.71
'
STORM DRAIN PER 4
-
4
4
-
33
DWG. N0. 3a�4
14 +30
SOIL, COMPACTED 90%
34
14+39.71
14 +40
NO
n
n
of
1" MAX SIZE SELECTED
of
vi
-
PROPOSED 24" +
+
N
+r
N
O MANHOLE
I
STORM DRAIN PER
TO 90%
10+72.72 BAYLEAF LN._
� ;;
DWG. NO. 3818
9+14.56 MINT EAF WAY
1
------ PROPOSED WATER LATERAL
PROPOSED R/W
LT -7.29'J
_ s
80.00'
80.00'
MH No 39
-
PROPOSED SEWER LATERAL
II
`.
+
•, I
F a
a
:" ' """"' PROPOSED STORM WATER PIPELINE
PE= 52.2
i
( '�__________________
__________________________ _ _ ____________________________ ____________________
-- I 12+00 N
__
-------------------
13+00 8" WATER MAI
8" OR 10" VCP
;I
OF STREET
10+82.47 BAYLEAF LN.
TYPICAL BEDDING FOR VCP SEWER
S
b
7-7SN89'S0 27 W
gMHNo1
N
SEWER LATERAL TABLE
1
8" V.C.P. SEWER
41.04' 7.06'
80.50'
80.50
/
23.58'
PROPOSED 48"
11,78"
/
STORM DRAIN PER
DWG. N0. ;sl, N
0
` N
`✓ O
N
/� +
M
`J N
M
to0
N
0
PE=51.9
PE=52.3 4
PE= -52.7 4
4
PE=53.2
BAYLEAF LANE
0-J 3-4
PE= 53.6 PE= 3
4 4 ELMHNo3
14+53.50 2 4 Q
N IOj
14+58. 0 BAYLEAF LN.
12+13116 PEPPER DR.
� MH No 2 2
13+69.54 I (L MH
2
154-03 50
80.00' 8 .00' _
i
.._ ...... �..-....... --------------- ----------- ------------------------------ ......
W c0
N 14+00 15+0 ( LU + Co
1, - = Lo
S,�L-CL B LINE
WQV
LU
U) U)
68.00'
PROPOSED R/W
Go
I
PE= 53.4 4
12' 20' 1 20' 112-1 -
64'
PEPPER DRIVE
SEE SHEET 6
® Q FES.9
GRAPHIC SCALE r
40 0 20 40 80 120 p 114 m
Exp;1Z,r° D
SCALE 1 " = 40' CIV V1.
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
REMOVE NEW MH INBAYLEAF LN. aREMOVE YEARS OF THE DATE OF APPROVAL SHOWN HEREON
a RE-14STALLED SEWER BETWEEN MH#3 AND CARRIED FORTH IN A DILIGENT MANNER, THE
a MH04,a REMOVED CONST NOTES 3 a6 CITY ENGINEER MAY REQUIRE REVISIONS TO THE
111111ECOM DRAWING 113009 ,LB M PLANS TO BRING THEM INTO CONFORMANCE WITH
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT.
J O
O G
c No. 23796 m
Exp. 12-31-05
Tr\ C/VIL
--------------------------
___________
...........{..................:.........�----------------' __--___.'.....------------{'
i I
E ,
I
y '
3-------.,_________________.______________...........-..________i______-_ --.-------________.____-_ __ __-----a-------.-----_--_._.�
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................. I------------.....:......-----------_�____..............`........ - __ -----------
"-------
----------
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,
E s
i
f
3" MAX SIZE NATIVE
DESIGN
"AS BUILT"
SOIL, COMPACTED 95%
1
14+01.48
14 + 01
NO
2
LEGEND
6" MIN.
NO
3
6" MIN.
19-4-50
NO
10 MAX.
11+72.50
11 +-72
NO
10" MAX.
10+94.22
LOT NUMBER
- -I_I
I
30
N
11 t 89
NO
-i_
-
12+69.71
PROPOSED WATER MAIN
6" MAX SIZE NATIVE
-
12+79.71
19480
-
33
14+29.71
14 +30
SOIL, COMPACTED 90%
34
14+39.71
14 +40
NO
S PROPOSED SEWER MAIN
1" MAX SIZE SELECTED
NATIVE BEDDING COMPACTED
O MANHOLE
TO 90%
------ PROPOSED WATER LATERAL
I
-
PROPOSED SEWER LATERAL
II
`.
+
•, I
F a
a
:" ' """"' PROPOSED STORM WATER PIPELINE
PROPOSED R/W
8" OR 10" VCP
;I
TYPICAL BEDDING FOR VCP SEWER
MAIN LESS THAN 10' DEEP
N.T.S.
SEWER LATERAL TABLE
#4 TIE BA
24" 0.(
#4 REBAR LONGIT.
(4 READ)
DETAIL "A"
CONCRETE ENCASEMENT
N.T.S.
Prepared Under The Supervision Of
I Crouse/Beers & Associates, Inc.
Engineering * Surveying * Planning * Construction Management
2191 5th Street, Suite 200, Norco, Ca. 92860-1967
Ph. (9 51) 7 6- 040 Fax (951) 736-5292
D UG S N. CROUS R.C.E. No. 23796 EXP. 12/31/05 DATE
LOT No.
DESIGN
"AS BUILT"
BACKFLOW
1
14+01.48
14 + 01
NO
2
12+63.00
12 463
NO
3
12+53.00
19-4-50
NO
4
11+72.50
11 +-72
NO
5
10+94.22
10 t 94
NO
30
11+89.71
11 t 89
NO
31
12+69.71
12 +-69
NO
32
12+79.71
19480
NO
33
14+29.71
14 +30
NO
34
14+39.71
14 +40
NO
CITY OF FONTANA, CALIFORNIA
TRACT No. 1 6678-1
DRAWN BY:
SANITARY SEWER PLANS SCALE:1" = 40'
DESIGNED BY: BAYLEAF LANE DATE:
PT STA 10+72-71.70- STA 15+14.7 APRIL, 2005
CHECKED BY: OV D DRAWING NO.: 2
DN -i/-
�+ ^VX I A 11 AT 3816 4