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10+00.00 AVOCADO COVE DRIVE=
13+76.43 BACKWATER LANE
CL MH NO. 13
BACKWATER LANE
SEE SHEET 3
64'
32' 32'
20' 12',
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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N 00'00'12"W 230.06'
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60'
30' 30'
12'. 18' 18' 19,
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NOTE-
CONTRACTOR AND SURVEYOR TO VERIFY
SEWER LATERAL LOCATIONS WITH
ENGINEER PRIOR TO STAKING AND
CONSTRUCTION.
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REV. REVISION DESCRIPTION ENGR. DATE CITY DATE
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BY OTHERS
79
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10' STORM
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14 N
SAN JACINTO AVENUE
SEE SHEET 6
64'
2 32' 32'
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AVOCADO COVE DRIVE
SHOULD CONSTRUCTION OF REQUIRED
IMPROVfi%WTS NOT COAIMENCE 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
Prepared For:
LENNAR
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
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BASIS OF BEARINGS:
0
BEACHWOOD LANE
SEE SHEET 6
60'
30' 30'
2 12' 18 18'C:' 12'
'
o 115,�- ;
or
C-)
0
(i.. WAILH
SEWER LATERAiS TRACT 16939.1
40
r;
"AS -BUILT" STA. BACKWATER
YES NO
BY OTHERS
PAD=
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39
1 38 '1 37t 36'
88
89
90
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15+68
of
CHECKED BY:
00
15+16
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€ €
14+66
3 (T,P)
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NOTES
-8" WATER
BY OTHERS
3
4 Co
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16K' o "W 207.
17
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(TYP)
\\\17+84.19 ST. CL AVOCADO COVE DRIVE=
3 `'� 13+56.13 ST. CL POSEY PLACE
Q2)-
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001
CONSTRUCT 4" V.C.P. SEWER LATERAL & HOUSE CLEANOUT PER CITY STD. DWG. NO 2005
U� 0 4 CONSTRUCT BACKWATER CHECK VALVE
THE BEARINGS SHOWN HEREON ARE BASED ON THE
CENTERLINE OF SIERRA AVENUE, PER TRACT 17634,
M.B. 340/72-73, BEING: N 00'00'12"
BENCHMARK
2" BRASS CAP LOCATED ON THE TOP OF CURB AT
THE EASTERLY END OF THE CURB RETURN AT THE
NE CORNER OF SIERRA AVE. AND MILLER AVE.
ELEVATION: 1364.32
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning T..
16866 Seville Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 365-1795
3
t`�
Ray and 1. llard, A.C.E. 36052 Date
(expires 6/30/2016)
40
4"
SEWER LATERAiS TRACT 16939.1
40
1I
"AS -BUILT" STA. BACKWATER
YES NO
36
PAD=
1392.8
39
1 38 '1 37t 36'
17+16
X
PAD= 1393.4
PAD=1394.0 € PAD= 1394.4 PAD=1395.0
X
Exp. 6/30/16
0
16+16
X
s�gTF
Q
15+68
X
CHECKED BY:
00
15+16
7
X
€ €
14+66
X
CONSTRUCTION
NOTES
X
44
13+66
X
45
13+17
(I)-- CONSTRUCT 8"
EXTRA STRENGTH V.C.P. SEWER MAIN
Q2)-
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001
CONSTRUCT 4" V.C.P. SEWER LATERAL & HOUSE CLEANOUT PER CITY STD. DWG. NO 2005
U� 0 4 CONSTRUCT BACKWATER CHECK VALVE
THE BEARINGS SHOWN HEREON ARE BASED ON THE
CENTERLINE OF SIERRA AVENUE, PER TRACT 17634,
M.B. 340/72-73, BEING: N 00'00'12"
BENCHMARK
2" BRASS CAP LOCATED ON THE TOP OF CURB AT
THE EASTERLY END OF THE CURB RETURN AT THE
NE CORNER OF SIERRA AVE. AND MILLER AVE.
ELEVATION: 1364.32
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning T..
16866 Seville Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 365-1795
3
t`�
Ray and 1. llard, A.C.E. 36052 Date
(expires 6/30/2016)
40
4"
SEWER LATERAiS TRACT 16939.1
--ESS/0
LOT NO. DESIGN STA.
"AS -BUILT" STA. BACKWATER
YES NO
36
17+60
X
37
17+16
X
38
16+66
X
Exp. 6/30/16
39
16+16
X
s�gTF
40
15+68
X
CHECKED BY:
41
15+16
7
X
42
14+66
X
43
14+16
X
44
13+66
X
45
13+17
X
46
12+66
X
47
12+07
X
48
11+56
X
49
11+12
X
50
10+62
X
51
10+12
X
72
10+57
X
73
10+09
X
74
11+84
X
79
12+83
X
80
13+33
X
81
13+84
X
82
14+33
X
83
15+13
X
88
16+13
X
89
16+60
X
90
17+38
X
GRAPHIC SCA E
0 20 40 80
(NFfff)
1 M = 40 FT.
m
Filename: I:\Inland Construction - Gabriella\DWG's\FINAL DESIGN\ SEWER\ PHASE 1\SEWER TR18939-1 SHT 07.dwg
CITY OF FONTANA G4 "III
--ESS/0
SEWER IMPROVEMENT PLAN
J. <<��
9� �'
DRAWN BY:
TRACT NO. 1939.1
SCALE:
No. 36052 m
HMG
AS NOTED
Exp. 6/30/16
DESIGNED BY:
AVOCADO COVE DRIVE
DATE:
s�gTF
DBW
March, 2016
CHECKED BY:
AqPFR EQ
DATE:
DRAWING NO.:
7
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OF CALVERJA
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a
CITY ENGINEER R.C.E. 51152
Filename: I:\Inland Construction - Gabriella\DWG's\FINAL DESIGN\ SEWER\ PHASE 1\SEWER TR18939-1 SHT 07.dwg