HomeMy WebLinkAbout1563-2�1
C A M B R I A
4�
U Q
U o' M
�` �•° a
�: ,fit G• m N ti
a�
EX. 8 "A. C. r�•
Water Main xb
.. L4 G -1 46
• 72. / 4' II. �
•. •ZOO
Q
7-
' x�d,l ;4. �
OAl 8w58'ea'&
a
See Shf No. 6
A5 Z_ AAVCAIA)eD A ve.
0
��
,e
59.10'
25
0,
--05'
Ili-
205.00'
2
,O
Sewer
v Q
/95.00'
37.99'
'Sewer
�- Q
200.00'
77.09'
1
39,03'
t Sfreef
x�Q�a tj
200.00
710.96"
38.910'
e Sfree t
V 6 Q0
h
tj
�o
� �
3 A
4
!0
7
.Jr.
¢9.00' L; 1A G�x`�
v
IrC
o n m 3 4
• �0 Qohti
.�• ??j: i .. p x�
CONSTRUCTION NOTES
Ja--Construct 8" V.C.P. sewer main.
O2 ----Construct 4" V.C. P. house laterals (typical)
3�--Manholes to be constructed per City of Fontana Std. Detail
No. 112.
All stationing is based on street centerline unless otherwise
shown.
a --Construct sewer terminal cleanout per City of Fontana Std.
Detail No. 128.
�--Special Construction - Construct 8" C.I.P. with mechanical
points or 8" V.C. P. with special concrete encasement per
details on Sheet No. 1 or 8" V ''.P., grouted in continuous
steel casing. (length as shows.
�'J---Sawcut and remove existing pavement.
$�----Replace existing pavement in trench with 3" A.C. per detail
on Sheet No. 1.
9a --Construct sewer saddle per detail hereon.
■
A V E N U E
38 9
39 8
//5.00' - —
� N
- Q In
//5.00'
7 47
,e
59.10'
59-/0"
49.00'
G N o
205.00'
2
20. /lo'
Sewer
v Q
/95.00'
75.04'
37.99'
'Sewer
�- Q
200.00'
77.09'
1
39,03'
t Sfreef
x�Q�a tj
200.00
710.96"
38.910'
e Sfree t
V 6 Q0
0
3 A
4
!0
7
r•
L-A
COLLAR WYE SADDLE
CERAMIC WELD OR A
BANDED RUBBER
COUPLING
a6•
i/
iT
I
II I
MIN, MIN.
AGEMENT,
CLASS 660-0-3260
SECTION A -A
L-A
CUT IN WYE
46•
CLAY
NOTES
-*AS BUILT LOCATIONS/1\
i
f
�o 1� f. r e.
�a i 5 e
m 8
� �� 3 Q•,�O 82
29 a
/2{89 oa � My
83
iM
yJ '
14-11110'
11 1H
101415ER 4VE.
See Sh t No. 4
1. TAP TO BE MADE AT APPROXIMATELY CENTER OF JOINT LENGTH.
2. THE HOLE FOR THE COLLAR WYE FITTING FOR A SEWER SADDLE SHALL BE MADE WITH A TAPPING MACHINE. THE HOLE SHALL BE
CLEANLY MACHINED AND IF NECESSARY WORKED BY HAND WITH A RASP, OR SANDED TO ACCOMPLISH A TRUE AND NEAT OPENING
FOR THE COLLAR WYE.
3 THE COLLAR WYE SADDLE SHALL BE SECURED TO THE SEWER WITH AN APPROVED EPDXY RESIN.
. ..t.. .t
!' ..
I....
t• .t
Al 0"0
,--i I na7-ad
4. THE SADDLE CONNECTION SHALL BE ENCASED WITH CLASS 560-C-3250 CONCRETE AFTER THE CONNECTION IS APPROVED BY THE
INSPECTOR TO THE LIMITS INDICATED ABOVE,
S. THE BELL ON THE LATERAL SHALL NOT BE ENCASED.
6. ALL CHIPS, DIRT, EPDXY, MORTAR, AND CONCRETE SHALL BE KEPT OUT OF THE SADDLED SEWER, AND CLEANING AND BALLING
OF THE SADDLED REACH SHALL BE PERFORMED IF SO ORDERED BY THE INSPECTOR.
7. ANY DAMAGED PIPE SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE INSPECTOR.
REVISIONS=
NO. DESCRIPTION
J ,p,Etr. LA762AL LOCS. Pae 'A S 941IL r"
U��ofes�rQ
`tt X10..16916 , b
n ^'"`� 'N� ' i.
TY OF FONTANA CALIFORNIA
PUBLIC WORKS DEPARTMENT
KING CIVIL ENGINEERING oRAw"BY` TRACT NO., 13718 SC ALE:
ENG'R. DATE APPROVED DATE lel S. KRAEMER BLVD., SUITE 225 C. M.
9A9I9Q ----=--P-LACENTIA,CALIFORNIA 92670 DESIGN BY: CAMBRIA AVENUE As .Showa
(714) 996-700 TK. BLANCHARD AVENUE
CHECK BY: SEWER PLAN DATE:
_ APPR V BY: DATFy� E.C. - Y.P. �!- 3 -FT
o0ov�c4 JOB N0: APPROVED: .,OR.NO. SHT. NO.
arc• iaoia FfATFaYPia /Ry CIVIL ENGINEER RCE 40964 15a3 2 of 6
� � 4
,e
L
T
Remarks
,4 //x/4'08 "'
205.00'
40.20
20. /lo'
Sewer
f3 22°02'50"
/95.00'
75.04'
37.99'
'Sewer
C 22005'0/"
200.00'
77.09'
1
39,03'
t Sfreef
,D 22 *02' 50" I
200.00
710.96"
38.910'
e Sfree t
4. THE SADDLE CONNECTION SHALL BE ENCASED WITH CLASS 560-C-3250 CONCRETE AFTER THE CONNECTION IS APPROVED BY THE
INSPECTOR TO THE LIMITS INDICATED ABOVE,
S. THE BELL ON THE LATERAL SHALL NOT BE ENCASED.
6. ALL CHIPS, DIRT, EPDXY, MORTAR, AND CONCRETE SHALL BE KEPT OUT OF THE SADDLED SEWER, AND CLEANING AND BALLING
OF THE SADDLED REACH SHALL BE PERFORMED IF SO ORDERED BY THE INSPECTOR.
7. ANY DAMAGED PIPE SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE INSPECTOR.
REVISIONS=
NO. DESCRIPTION
J ,p,Etr. LA762AL LOCS. Pae 'A S 941IL r"
U��ofes�rQ
`tt X10..16916 , b
n ^'"`� 'N� ' i.
TY OF FONTANA CALIFORNIA
PUBLIC WORKS DEPARTMENT
KING CIVIL ENGINEERING oRAw"BY` TRACT NO., 13718 SC ALE:
ENG'R. DATE APPROVED DATE lel S. KRAEMER BLVD., SUITE 225 C. M.
9A9I9Q ----=--P-LACENTIA,CALIFORNIA 92670 DESIGN BY: CAMBRIA AVENUE As .Showa
(714) 996-700 TK. BLANCHARD AVENUE
CHECK BY: SEWER PLAN DATE:
_ APPR V BY: DATFy� E.C. - Y.P. �!- 3 -FT
o0ov�c4 JOB N0: APPROVED: .,OR.NO. SHT. NO.
arc• iaoia FfATFaYPia /Ry CIVIL ENGINEER RCE 40964 15a3 2 of 6
� � 4