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------------------------------ CONST. . [ST. 31313 LF 8 XTRA STFfMTH VCP WNST. 350.00 LF 8' EXTRA 4RENGTH VCP I
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T
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PROFILE SCALE 3+00 4+00 5+00 6+00 7+00 8+00 10+00 11+00. 12+00 13+00 14+00
VERT: 1" = 4'
HORIZ: I' = 40'
+
CN +
CN
32 31
P=1295.9 P= 1295.9
30
33 P=1295.0
3
P=1295.9
4
3
2+75
3 29
34 kti P=1294.2
P= 1295.6
LOT N0.
DESIGN STA.
AS -BUILT STA. BACKFLOW
25
6+91
NO
26
6+16
NO
27
5+51
NO
28
4+00
YES
29
3+28
YES
30
2+88
NO
31
2+59
NO
32
2+55
NO
33
2+67
NO
34
2+75
NO
35
3+17
NO
36
3+65
YES
37
4+35
YES
38
4+65
NO
39
4+87
NO
40
5+31
NO
41
6+11
NO
42
6+59
NO
43
I+LU
NV
44
7+46
NO
LOT N0.
DESIGN ST
AS -BUILT STA. BACKFLOW
13
10+73
YES
14
114-50
YES
15
11+95
YES
16
12+48
YES
17
12+81
YES
18
13+31
NO
19
13+41
NO
20
13+46
NO
21
13+43
NO
22
13+16
NO
23
12+99
YES
24
11+78
YES
INDIAN DRIVE
SEE LEFT HEREON
60026 3 22 21
P=1292.9
P=1298.4 P=1298.9
18 23
24 P=1297.8
P=1296.1
43 4
37.79'
20
4 P=1292.3 P=1299.1
<a PROP. •8!W
,
3
35 3 27 26 25
P= 1295.3 28 P=1293.2 P=1292.9 P=1292.4 Z; SEWER CURVE DATA
A_ f- �G I I
gm I
P=1293.8 60.97 15.03
R= 305'
lklj A +
L= 101.84' 45 U, 29 of
+
3 18
49.23' 1 1 60.00' 1. 60.00, 19.47' T= 51.40 P= 1292.0 +
C
CN
P=1298.7
77-7-7-777
10- 14'32'
3 ro ............ .:: LLJ
Uj R= 295' 3
P=1294.6 A ............. V) L= 52.73' 17
T= 26.44 14 15 16 P= 1298.2
13 P=1295.9
A, =1294 P=1297.1
-1.4 ' 11' -
r NN6 1 P=1292.3 P 7
41.
STSTA. 7+81.71 1 INDIAN DR.
INDIAN DRIVE
STSTA 10+00 QANGELS CL
SEE SHEET 3
P=1294.1 3 T8.53 0
1 58- -3,
f4 60' A�
45.89' 10A0, 50.02' 60.01y 41.48' taV) cn AN(jELS U (J U "H� T
O
00 F4
:z+
P=1293.8 wo r-
+ + +-
Ln �0 cc + CONSTRUCTION NOTES
1�
38 43 +
39 + 40 41 42 •
CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STD. NO. 109, 112. & 114
c> c, LO P= 1293.6 P= 1293.2 CONSTRUCT 8* V.C.P. SEWER MAIN (EXTRA STRENGTH WITH COMPRESSION JOINTS)
in P= 1292.9 P=1292.6 P=1292.4 (a)
Ul) 44
+ +
3P=1Q) 2922 0 10 20 40 50 120 CONSTRUCT 4- DIA. (EXTRA STRENGTH V.C.P. LATERAL WITH PLUG PER CITY OF 0 10 20 40 80 120
Q ) 1' 6 SCALE: 1"=40' FONTANA STD. NO. 125 SME: 1'=4
0 INSTALL SEWER BACKFLOW DEVICE PER AWWA STANDARD PLANS
YAWL A
PREPARED BYREV. REVISION DESCRIPTION DATE ENGR. CITY DATE F E S Slo,� 4 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA
FIRM: raab engineering, inc. 41910 L. 4 0
4 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
ADDRESS: 310 S. MAPLE ST., SIE. D NO. 29616 C= DRAM BY-
VV.VVVVVVVI/M SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, SEWER PLAN SCALE: TRACT 16216 1 40'
PqRONA, CA 92880
TELEPHONE',!! ( 09) 27,"2-)072 FAX: (909) 272-01656 DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY. YANKEE PLACE ANGELS COURT DATE:
4 Exp. 3/31/03 4 BEFORE INN, DAYS BEFORE
0 -✓ IX YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH
30, 2002
H CON IONS AND Dates(407-- CHECKED 8 APPR(M 0 4y:. 1=!2:1111 DRAWING NO.:
29616 oo
ldw/ A' cl Vt TOLL FREE 1-900-227-2600 3245
SIG tIA'TURE RCE dATE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT.
Cl ENGINEER R.C.E. 51152 DATE:
V
P=1292.4
215
ro. P=1299.1
P=1292.4
13+54.00 ANGELS CT
ANGELS
COURT
Of S.M.H. I z
SEE RIGHT
HEREON104.64'
24.32'
48.27, 13+41
P= 1292.2 .777,
10+00.00 ANGELS CT
110111c
=7+70.82 INDIAN
10+M 00
f2l
4 P=1292.3 P=1299.1
<a PROP. •8!W
,
3
35 3 27 26 25
P= 1295.3 28 P=1293.2 P=1292.9 P=1292.4 Z; SEWER CURVE DATA
A_ f- �G I I
gm I
P=1293.8 60.97 15.03
R= 305'
lklj A +
L= 101.84' 45 U, 29 of
+
3 18
49.23' 1 1 60.00' 1. 60.00, 19.47' T= 51.40 P= 1292.0 +
C
CN
P=1298.7
77-7-7-777
10- 14'32'
3 ro ............ .:: LLJ
Uj R= 295' 3
P=1294.6 A ............. V) L= 52.73' 17
T= 26.44 14 15 16 P= 1298.2
13 P=1295.9
A, =1294 P=1297.1
-1.4 ' 11' -
r NN6 1 P=1292.3 P 7
41.
STSTA. 7+81.71 1 INDIAN DR.
INDIAN DRIVE
STSTA 10+00 QANGELS CL
SEE SHEET 3
P=1294.1 3 T8.53 0
1 58- -3,
f4 60' A�
45.89' 10A0, 50.02' 60.01y 41.48' taV) cn AN(jELS U (J U "H� T
O
00 F4
:z+
P=1293.8 wo r-
+ + +-
Ln �0 cc + CONSTRUCTION NOTES
1�
38 43 +
39 + 40 41 42 •
CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STD. NO. 109, 112. & 114
c> c, LO P= 1293.6 P= 1293.2 CONSTRUCT 8* V.C.P. SEWER MAIN (EXTRA STRENGTH WITH COMPRESSION JOINTS)
in P= 1292.9 P=1292.6 P=1292.4 (a)
Ul) 44
+ +
3P=1Q) 2922 0 10 20 40 50 120 CONSTRUCT 4- DIA. (EXTRA STRENGTH V.C.P. LATERAL WITH PLUG PER CITY OF 0 10 20 40 80 120
Q ) 1' 6 SCALE: 1"=40' FONTANA STD. NO. 125 SME: 1'=4
0 INSTALL SEWER BACKFLOW DEVICE PER AWWA STANDARD PLANS
YAWL A
PREPARED BYREV. REVISION DESCRIPTION DATE ENGR. CITY DATE F E S Slo,� 4 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA
FIRM: raab engineering, inc. 41910 L. 4 0
4 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
ADDRESS: 310 S. MAPLE ST., SIE. D NO. 29616 C= DRAM BY-
VV.VVVVVVVI/M SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, SEWER PLAN SCALE: TRACT 16216 1 40'
PqRONA, CA 92880
TELEPHONE',!! ( 09) 27,"2-)072 FAX: (909) 272-01656 DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY. YANKEE PLACE ANGELS COURT DATE:
4 Exp. 3/31/03 4 BEFORE INN, DAYS BEFORE
0 -✓ IX YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH
30, 2002
H CON IONS AND Dates(407-- CHECKED 8 APPR(M 0 4y:. 1=!2:1111 DRAWING NO.:
29616 oo
ldw/ A' cl Vt TOLL FREE 1-900-227-2600 3245
SIG tIA'TURE RCE dATE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT.
Cl ENGINEER R.C.E. 51152 DATE:
V