HomeMy WebLinkAbout3515-1116+00
RUBY PEAK LANE
17+00 18+00 19+00 20+00
E�J�SCALE: 1"= 40'
21+00 PLAN 1'= 40' 22+00
SCALE IN FEET
40 80 120
160
23+00 24+00
TRACT 16427-5
LOT
DESIGN
AS -BUILT BACKFLOW
2
16+47
YES
3
17+65
NO
4
18+54
NO
5
18+74
YES
6
19+64
YES
7
19+84
YES
8
20+74
YES
9
20+94
NO
10
21+84
YES
11
22+04
YES
12
22+94
YES
13
23+ 14
YES
14
24+07
NO
15
24+27
NO
16
24+49
NO
17
24+54
NO
18
24+44
1 1 NO
TRACT 16427-5
LOT
DES/GN
AS -BUILT BACKFLOW
19
24+32
NO
20
24+ 13
NO
21
23+28
NO
22
23+08
YES
23
22+28
YES
42
17+17
YES
43
18+08
NO
44
18+27
NO
45
19+17
YES
46
19+37
YES
47
20+27
YES
48
20+47
YES
49
21+28
NO
40
SHOWN
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
.T)WG.FflR.T9ACT I(AZ-7
VV/YJ / /\Vli / /V/Y IV %.01 / LJ.
iO- INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
Q_ CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. _ DWG. NO. 112 (ID=48").
O- INSTALL BACKFLOW DEVICE.
STD. DWG. NO. 125.
4a- INSTALL 4" V.C.P. SEWER LATERAL CITY OF FONTANA
DATE I ENGR. I CITY I 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
AND STANDARDS IN EFFECT.
SQUARE TOP LANE
11+00 12+00
SCALE: 1 " = 40'
24 25 26 27 4 7
28
3
4 TRACT 16427-5
j 4
BF BF PROP. R/W
��
0 R, 0 i
rit
In
m
�
Q f
SEE SHT. 15
BF
J
BF
25
LJ
I {
26
11+51
NO
27
12+46
NO
28
12+56
NO
Ii
12+78
NO
30
12+83
NO
31
12+74
NO
32
12+60
NO
33
12+40
NO
34
11+56
NO
35
11+56
1 YES
36
10+55
1 YES
40
SHOWN
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DESIGNED BY://DATE:
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JUNE 2003
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3515
ENGINEER R.C.E. 51152 DATE
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39-
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11+00 12+00
SCALE: 1 " = 40'
24 25 26 27 4 7
28
3
4 TRACT 16427-5
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BF BF PROP. R/W
��
0 R, 0 i
rit
In
m
35
N00'03'57'W
PROPOSED 8 W TER_
34
PROP. I R/W
RN]
13+00
32
29
12+90.00
CL M. H. 150
30
31
SQUARE TOP LANE z
SEE SH T. 15
0`rE Slp
C /Y/ C UR T
0"
NO 3 637 c
RECORD DRAWING
Cl'aJl� 'THESE: R=. CO"D r, kAVINGS HNVE BEEN PRE A ED, IN,
� r
OF CRi�EPART, 0,N1 T -,"7r R A," :," OF INMMIATI0i1 C0)M ;LEO AND
ZL FURNIStlr-") r,. M` i'7 ri;}.'THE ENGI�NEEH °eta$ L NOUT iii
�HAVE i1�, 5t� 47N Psri � ���� yANYL�•Yii34Ai�.�.51.n'fl VIN�'SSp0�3 7 WHICH
L BEEN INCORPORATED INTO THE DOCU GENTS AS
R SIJLT THME-OF
7 _
BENCH MARK. # 8-17 BASIS OF BEA RINGS.
LOT
�
Q f
AS -BUILT BACKFLOW
BF
10+50
BF
25
11+41
YES
35
N00'03'57'W
PROPOSED 8 W TER_
34
PROP. I R/W
RN]
13+00
32
29
12+90.00
CL M. H. 150
30
31
SQUARE TOP LANE z
SEE SH T. 15
0`rE Slp
C /Y/ C UR T
0"
NO 3 637 c
RECORD DRAWING
Cl'aJl� 'THESE: R=. CO"D r, kAVINGS HNVE BEEN PRE A ED, IN,
� r
OF CRi�EPART, 0,N1 T -,"7r R A," :," OF INMMIATI0i1 C0)M ;LEO AND
ZL FURNIStlr-") r,. M` i'7 ri;}.'THE ENGI�NEEH °eta$ L NOUT iii
�HAVE i1�, 5t� 47N Psri � ���� yANYL�•Yii34Ai�.�.51.n'fl VIN�'SSp0�3 7 WHICH
L BEEN INCORPORATED INTO THE DOCU GENTS AS
R SIJLT THME-OF
7 _
BENCH MARK. # 8-17 BASIS OF BEA RINGS.
LOT
DES/GN
AS -BUILT BACKFLOW
24
10+50
YES
25
11+41
YES
26
11+51
NO
27
12+46
NO
28
12+56
NO
29
12+78
NO
30
12+83
NO
31
12+74
NO
32
12+60
NO
33
12+40
NO
34
11+56
NO
35
11+56
1 YES
36
10+55
1 YES
W
�l
N
CALTRANS BENCHMARK 18-17. A
BRASS CAP /N THE CONCRETE BASE OF
THE BASIS OF BEAR/NGS FOR THIS MAP
IS THE CL
�
THE SOUTH LEG OF AN SCE TOWER
OF LYTHE CREEK RD.
SHOWN AS N00'1235 E ON REeORD'
343' NORTH OF HIGHLAND 0.2 Ml WEST
OF SAN SEVA/NE RD., 2.6 M/ WEST
OF SURVEY MAP FILED /N
R.S.B. 111/99- IOJ
V
OF SIERRA AVE.
ELEVATION: 1428.609
Prepared Under The Supervision Of
CITY OF FONTANA, CALIFORNIA
M�
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
SEWER IMPROVEMENT PLAINS
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10601 CHURCH STREET , STE. 107
RANCHO CUCAMONGA, CA 91730
DRAWN BY:
TRACT N0. 16427_5
SAS
PHONE (909) 948-1311
RK
SHOWN
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DESIGNED BY://DATE:
sr Expo 06-30-04
OMB COUR1& LAMAR DRIVE
CO
CIVIC- r`�P
TFOFCq�IF
a�
EFi
JUNE 2003
N
ate 1 Q
CHECKED BY:
APP VES BY
DRAWING NO.:
1 1
R.C.E. 36637 P. 06-30-04
3515
ENGINEER R.C.E. 51152 DATE
W/
15
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