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LOT DES/GN AS -BUILT BACKFLOW
37
14+09
YES
38
13+ 19
YES
39
12+99
YES
40
12+09
NO
41 1
11+54
1 YES
SEE SHT. 11
22
12 5' P. U. E. 3.5' 23!6'5' P.U.E.
iJ'
5
23
j
=14+69.78 c/ DELAMAR DLio
10+00.00 CL M.H. ) 1
=21+72.68 DELAMAR DR 1
10
Lr)
TRACT 16427
LOT
DES/GN
AS -BUILT BACKFLOW
25
19+45
NO
26
18+65
NO
27
18+45
NO
28
17+55
NO
29
17+35
I NO
30
16+45
1 NO
31
16+27
NO
32
15+35
NO
TRACT 16427
LOT
DESIGN
AS -BUILT BACKFLOW
33
15+24
YES
34
16+31
YES
35
16+49
NO
36
17+39
NO
37
17+59
NO
38
18+49
NO
39
18+69
NO
40
19+49
NO
PROP.I R/W
� o
- lrmi�
N PROPOSED 24
STORM DRAIN
cc BF
L
42 3
43
41
FONTANA STD. DWG. NO. 112 (ID=48').
t I INSTALL BACKFLOW DEVICE.
INSTALL 4" V.C.P. SEWER LATERAL CITY OF FONTANA
NEWCOIVIB COURT PARKS/DE WAY STD. D WG. No. 125. LITTLE SHAY DRIVE
SEE SHT. 11
25 14 ' I 35
5' P. U.E. 3.5 23. 5' P. U. E.
5' TRACT 16427-5
LI
24 36
-PROPOSED 8 "WATER
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0
BF BF
BF
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40 0 o z W 38 37
o z
ONO
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pFES fp N o
A
` '�� � IRECORD DRAWING
W _
a dao. 30637 ` r Am THESE RECORD DRAWINGS HAVE BEEN PPEIPARFD, IN
PART ON THE BASIS OF INFORMATION COMPILED AND
'?' FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
1 1 \ RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
W �� � � �" S'YI�'^• HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
C NO;� f,,,, / a RESULT THEREOF.
REV. REVISION DESCRIPTION
0
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600 REC.TPW 6. PM t NACr 16427 5 d
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT LL R C• DV�1G. �_► L
I-- -9
5 �
1 =20' _ 20' I I
TRACT 16427 z
33 34
v 3
00 4 4
O
N
BF BF +
35
PROP. R/W--"
0
4 4 4
ao
32 31 30
0
OO
L0 C3
PARK TRAC 16427
II
, �lr��l ''ll, - " !� �
36
29
DATE ENGR. CITY DATE 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
I I/Olimd a AND STANDARDS IN EFFECT.
tuc„
SEE SH T. 14
4 ' 60
5' P.U.E. 3. '23.P 5' P. U. E. I I
3 38
7 5
39 40 4 �-
I 5> > J
W I �
4 4 4 4 4 0l 61 U'
I
PROP. R/W o
1 19+94.69 cl INT SQUARE TOP LN
I I =12+77.00 cl LITTLE SHAY DR
62
+ II
63
I
v �
V.
I
28 27 26 25
N I 64
LITTLE SHA Y DRI VE
r
BENCH MARK. # 8-17 BASIS OF BEAR/NGS. SEE SH T. 14
CALTRANS BENCHMARK #8-17. A THE BASIS OF BEARINGS FOR THIS MAP C
BRASS CAP IN THE CONCRETE BASE OF /S THE CL OF LYT[,E CREEK RD. <
THE SOUTH LEG OF AN SCE TOWER SHOWN AS N00'12 35 E ON REeORD
343' NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY MAP FILED IN OF SAN SEVA/NE RD., 2.6 M/ WEST R.S.B. 111/99-103 (`
OF SIERRA AVE. ,Q
ELEVATION: 1428.609 C
Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
QR�N PREPARED IN THE OFFICE OF 4
L jwq Fti MADOLE AND ASSOCIATES, INC. SEWER IMPROVEMENT PLAINS �
�U 10601 CHURCH STREET , STE. 107 DRAWN BY: TRACT NO 6427
j RANCHO CUCAMONGA CA 91730 SCALE:
w� 3 No. 36637 c PHONE (909) 948-1311 - D� AS SHOWN
Expl 06-30-04 DESIGNED BY: OC 110427-5 DATE: cc
EF S,.QU4PE1 TOR LANE JUNE 2003
TFOFCgLIF�� Date CHECKED APPR ED�BY DRAWING NO.: 1 S
R.C.E. 36637 EXP. 06- 0- 4 3515 15 <
W/ CWY ENGINEER R.C.E. 51152 WE
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