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A=76.11p% B=30 C-2.25 '
D1=66, D2=72
ELEV. R=1314.30, ELEV. S=1313.88
LINE
(SEE SHEET 2)
INT, 6+74.90 MILLER AVENUE
STA. 0+00.00 ELM AVENUE
EXISTING E.P.
Jnderground Service Alert
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t
OWNER / DEVELOPER: Lf L_ IN ® I ITI f-'%§ %I %.
NEW WEST CITY B.M. NO. 361
NAIL IN POLE #1536697E
S.W. CORNER SULTANA & BASELINE
CONSTRUCTION NOTES
6 INSTALL 36" R.C.P. (1500-D)
7 INSTALL 30" R.C.P. (2000-D)
10 CONSTRUCT CATCH BASIN PER A.P.W.A. STD, 300-2
11 CONSTRUCT LOCAL DEPPRESSION PER A.P.W.A. STD. 313-1 CASE B AND PER DETAIL ON SHEET 6
@_ 13 CONSTRUCT MANHOLE PER A.P.W.A. STD. 322-1
18 CONSTRUCT CONCRETE COLLAR PER A.P.W.A. STD. 380-2
19 CONSTRUCT 10' LONG CONCRETE ENCASEMENT PER DETAIL ON SHEET 2
21 SAWCUT AND REMOVE EXISTING PAVEMENT AND REPLACE IN KIND WITH NEW PAVEMENT AND
BASE PER STD, 131
LEGEND
[D @ PAVEMENT REMOVAL & REPLACEMENT -12
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EXISTING 8" SEWER PER-------� A8,501-
TRACT 10960 DWG. NO. 1158
1+02.50
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=4+60.79 ST. STA,
A=45' B=36" C=3,81' A
C)
1)1=36 '
", D2=42"2yp y
ELEV. R=1323,46, ELEV. S=1323.44
EXISTING 8" WATER
ft
LIME
AVENUE
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LENGTH
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00
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18.64'
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PROPOSED 8" WATER
PROP. R/W
66.66'
33.38'
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SEAL -ENGINEER
�)%)FESS/o
A.
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No. 25917
Exp. 12/31/05
clvt\_ R_
or C Ao�
11651 STERLING AVENUE, SUITE E
RIVERSIDE, CALIFORNIA 92503
(909) 785-5122 * FAX (909) 785-5180
PREPARED BY: R.C.E. N0. 25917
(EXP. 12/31/05)
DATE: Z-?-4-04-
RICHARD A. SCIANNI
115MONSE ffiffisTIMM1101001
✓ t$ C2$p
TANGENT
_j
T L=52.34'
=60.67'
L=60.6
PROP.
PROP'. R/W
4 6.01'
j i r
40. L=24.50'
<
A
39.52'
z
C
r 'n,
TaCD
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PROPOSED
8" SEWER
<a5
DATA
L9
INE
9
C
C5
36 5"
RADIUS
LENGTH
n,o
45*00'00"
9� fa ilk i om Z1 WTI
wr
SEAL -ENGINEER
�)%)FESS/o
A.
M
No. 25917
Exp. 12/31/05
clvt\_ R_
or C Ao�
11651 STERLING AVENUE, SUITE E
RIVERSIDE, CALIFORNIA 92503
(909) 785-5122 * FAX (909) 785-5180
PREPARED BY: R.C.E. N0. 25917
(EXP. 12/31/05)
DATE: Z-?-4-04-
RICHARD A. SCIANNI
115MONSE ffiffisTIMM1101001
✓ t$ C2$p
TANGENT
_j
Cn
BEARING
INT. PIPE
<
N13®52'09"E
39.52'
z
C
r 'n,
H
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DATA
CD-
4.08'
36 5"
RADIUS
LENGTH
n,o
9� fa ilk i om Z1 WTI
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SEAL -ENGINEER
�)%)FESS/o
A.
M
No. 25917
Exp. 12/31/05
clvt\_ R_
or C Ao�
11651 STERLING AVENUE, SUITE E
RIVERSIDE, CALIFORNIA 92503
(909) 785-5122 * FAX (909) 785-5180
PREPARED BY: R.C.E. N0. 25917
(EXP. 12/31/05)
DATE: Z-?-4-04-
RICHARD A. SCIANNI
115MONSE ffiffisTIMM1101001
OF FONTANA, CALIFORNIA
J N 5 9 7 / 2 - 2 5 - 0 4/5 9 7 S D 4. DWG /S: 4 0
✓ t$ C2$p
TANGENT
0.
24.26 INV, 36"
BEARING
INT. PIPE
N13®52'09"E
39.52'
z
H
N44*56'06"W
T
R.C.P.
DATA
4.08'
36 5"
RADIUS
LENGTH
TANGENT
45*00'00"
45.00'
60.4!
18.64'
CB�
7-43'54"
494.00'
66.66'
33.38'
co
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2.63'
3.97'
3.00'
MANHOLE
@ STA. 3+10.00 STRUCTURE DETAIL
SCALE. 1"=4t
OF FONTANA, CALIFORNIA
J N 5 9 7 / 2 - 2 5 - 0 4/5 9 7 S D 4. DWG /S: 4 0
TANGENT
DATA
BEARING
DISTANCE
N13®52'09"E
39.52'
H
N44*56'06"W
15,23'
CURVE
DATA
0
DELTA
RADIUS
LENGTH
TANGENT
45*00'00"
45.00'
35.34'
18.64'
CB�
7-43'54"
494.00'
66.66'
33.38'
OF FONTANA, CALIFORNIA
J N 5 9 7 / 2 - 2 5 - 0 4/5 9 7 S D 4. DWG /S: 4 0