HomeMy WebLinkAbout3515-6CONSTRUCTION NOTES:
1O- INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
2O- CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (0=48').
0- INSTALL BACKFLOW DEVICE.
4O- INSTALL 4" V.C.P. SEWER LATERAL CITY OF FONTANA
STD. DWG. NO. 125.
SCALE IN FEET
0 40 80 120 S " = 40'
111771 rm cm
DOBBS PEAK LANEREET
SEE SH T. 5
5
�5-5'1 25.5 43
5'
n
� 1
Z �
17+74.38 cl M.H. flJ 115---� -
10+00.00 cl INT. BIG PINE DR
=17+74.30 DOBBS PEAK LN
BF
3� BF
4 4
42 3 3 41
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
45 46
3 3
4 4 4
BF 13F3
RACT 16427-4
47 48 49
3 3
4 4
3
BF BF
50
BF
1
IRON SPR/NG LANE
SEE SHT. 8
�I
0
51 52
4
�i 4 I 5
i3F � I
L
PROP. 8" W TER
LO
� PROP. R W
BF BF BF
BF BF
4 4 4 Z3 4 4 4 4
3
40 39 38 37 N 36 35 34
2 ,
CBS
No. 36637 �
RECORD DRAWIG ear
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
,GPINE Rl REQ ON THE BASIS OF INFORMATION R WILL
LED AND •
B VE FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE /!a► _/ Q
SPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
Dwa. MK MCT /1,427-4ajty Irk R
�1
29
N N 24+30.13 cl M.H. X15
o �
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.
�16+55.57 cl INT BIG PINE DR
=20+22.59 IRON SPR/NG LN
30
TRACT 16427-4
LOT
DES/GN
AS -BUILT BACKFLOW
31
24+22
NO
32
23+81
NO
33
23+61
NO
34
22+56
YES
35
22+36
214-94
YES
36
21 +32
YES
37
21+12
204-740
NO
38
20+08
NO
39
19+88
9+
YES
40
18+84
(11N
YES
41
18+64
YES
42
17+98
194-82
YES
45
19+15
YES
46
20+19
/4)f 77
ESE
47
20+39
NO
48
21+4J
214- l l
YES
49
21+6J
YES
50
22+67
22
YES
51
22+87
SPS
52
23+70
NO
J:\126-1769\sewer\sew06.dwa. 02/18/200412:26:34 PM. DM
4
4 4
Q
33 32
31
W
(11N
BENCH MARK. # 8-17
BASIS OF BEAR/NGS.
CALTRANS BENCHMARK 8-17. A
BRASS CAP /N THE CON#CRETE BASE OF
THE BASIS OF BEARINGS FOR THIS MAP
/S THE CL OF
THE SOUTH LEG OF AN SCE TOWER
LYTL,E CREEK RD.
SHOWN AS N00'12 35 E ON REG�ORD
343' NORTH OF HIGHLAND 0.2 M/ WEST
OF SAN SEVAINE RD., 2.6 M/ WEST
OF SURVEY MAP FILED /N
R. S. B. 111/99-103
V
OF SIERRA AVE.
ELEVATION: 1428.609
Prepared Under The Supervision Of
p
CITY OF
FONTANA, CALIFORNIA
~
MADOLE
PREPARED IN THE OFFICE OF
AND ASSOCIATES, INC.
SEWER IMPROVEMENT PLANS
Cn
�
= Gp
10601 CHURCH STREET , STE. 107
DRAWN BY:
SCALE:
3 No. 36637 c
1730
RANCPHONE G948-1311
TRACT
NO.
16427-4
(909)
RK
AS SHOWN
I
DESIGNED BY:
DATE:
Exp. 06-30-04
Bl G INE DRIVE
Cp
9T CIVIC ��
EF
JUNE 2003
N
CHECKED BY.
PROVED
2 `� �'�
DRAWING NO.:
FOFCALIF�
d� Date
R..E. 36637 XP. 06-30-04P
3515Z
li
PITY ENGINEER R.C.E.
51152 DATE
W/
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