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W SEE SHEET 3
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64'
32' 32'
12' 20' 20' 12'36" STORM DRAIN PER
_.._-.._ __._..__-_..... J....... € CITY DWG. NO. 5349
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64' od m
SLEEPY CREEK
SEE SHEET 3
4" SEWER LATERALS TRACT 18939.1
LOT NO.
DESIGN STA. "AS -BUILT" STA. BACKWATER
YES NO
84
12+50
X
85
13+31
X
86
13+45
X
87
13+95
X
TOLLFREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIPTION
PROPOSED R/W PARK
LOT "A"
87
PAD= 1391.2
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SEE SHEET 7 SEE SHEET 4
64' 64' (IN FEET)
32' 32' 32' 32' 1 M ° 40
12' 20' 20' 2' 12' 20' 20' 12'
6 28
�I I 30" STORM DRAIN PER 1 30 31 32 33 E 34
I 0 1 I PAD=1 4.7 PAD=1395.0 PAD=1395.2 PAD 1395.5 PAD=1395.5
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PAD= 1395.3
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ROPOSED R/W I
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15+44.84 ST. CL SAN JACINTO AVENUE= l-� -- ���" `'aa 9 ST. CL AVOCADO COVE DRIVE
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12' 20' 20'12' + + I ; I € I A _ �. _ - -- I #
32' 32' o� U << I 1 I 38
-Zr,"3STORM DRAIN PER
SAN JACINTO AVENUE
AVOCADO COVE DRIVE
SEE SHEET 7
ENGR. I DATE I CITY I DATE
SHOULD CONSTRUCTION OF 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 ERCT
Prepared For:
LENNAR
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
BASIS OF BEARINGS:
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
12' 20' 20'12' CITY DWG. NO. 5349 12' 20' 20' 12'
32' 32' 32' 32'
64' BEACHWOOD LANE 64'
SLEEPY CREEK AVOCADO COVE DRIVE
SEE SHEET 4 CONSTRUCTION NOTES
SEE SHEET 7
1 CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER MAIN
NOTE-
CONTRACTOR
OTECONTRACTOR AND SURVEYOR TO VERIFY
SEWER LATERAL LOCATIONS WITH
ENGINEER PRIOR TO STAKING AND
CONSTRUCTION.
932 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
4 CONSTRUCT BACKWATER CHECK VALVE
5 INSTALL 8" PLUG
8 CONSTRUCT SEWER TERMINAL CLEANOUT PER CITY STD. DWG. N0. 2004
Prepared By: CITY OF FONTANA CALIFORNIA
ALLARD ENGINEERING 00 QROFESS�O�
�� SEMR IMPROVEMENT PLAN
Civil Engineering - Land Surveying - Land Planning9�0 0 DRAWN BY: TRACT NO. U939.1 SCALE:
16866 Seville Avenue — Z HMG AS NOTED
Fontana, California 92335 0 No. 36052 m SAN JACINTO AVEIJE
(9091 356-1B15 Fax (909) 365-1795 °L Exp. 6/30/16 DESIGNED BY. DATE:
DBw BEA 000 LANE March, 2016
(� 3 • `�'y� C l v � ��\I CHECKED BY. PR DRAWING NO.: 6
RaayM and 1 Allard, A.C.E. 36052 Date F OF C\E�DATE: /�
(expires 6/30/2016) RJA AS
CITY ENGINEER R.C.E. 51152 53 8
Filename: I:\Inland Construction - Gabriella\DWG's\FINAL DESIGN\ SEWER\ PHASE 1\SEWER TRIB939-1 SHT 06.dwg
4" SEWER LATERALS TRACT 18939-1
LOT NO.
DESIGN STA.
"AS -BUILT" STA. BACKWATER LOT NO. DESIGN STA. "AS -BUILT" STA.
YES NO
BACKWATER
YES NO
30
11+29
X 35 13+54
X
31
11+79
X 91 12+40
X
32
12+29
X 92 11+54
X
33
12+78
X 93 11+04
X
34
13+39
X 94 1 10+57
X
ENGR. I DATE I CITY I DATE
SHOULD CONSTRUCTION OF 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 ERCT
Prepared For:
LENNAR
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
BASIS OF BEARINGS:
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
12' 20' 20'12' CITY DWG. NO. 5349 12' 20' 20' 12'
32' 32' 32' 32'
64' BEACHWOOD LANE 64'
SLEEPY CREEK AVOCADO COVE DRIVE
SEE SHEET 4 CONSTRUCTION NOTES
SEE SHEET 7
1 CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER MAIN
NOTE-
CONTRACTOR
OTECONTRACTOR AND SURVEYOR TO VERIFY
SEWER LATERAL LOCATIONS WITH
ENGINEER PRIOR TO STAKING AND
CONSTRUCTION.
932 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
4 CONSTRUCT BACKWATER CHECK VALVE
5 INSTALL 8" PLUG
8 CONSTRUCT SEWER TERMINAL CLEANOUT PER CITY STD. DWG. N0. 2004
Prepared By: CITY OF FONTANA CALIFORNIA
ALLARD ENGINEERING 00 QROFESS�O�
�� SEMR IMPROVEMENT PLAN
Civil Engineering - Land Surveying - Land Planning9�0 0 DRAWN BY: TRACT NO. U939.1 SCALE:
16866 Seville Avenue — Z HMG AS NOTED
Fontana, California 92335 0 No. 36052 m SAN JACINTO AVEIJE
(9091 356-1B15 Fax (909) 365-1795 °L Exp. 6/30/16 DESIGNED BY. DATE:
DBw BEA 000 LANE March, 2016
(� 3 • `�'y� C l v � ��\I CHECKED BY. PR DRAWING NO.: 6
RaayM and 1 Allard, A.C.E. 36052 Date F OF C\E�DATE: /�
(expires 6/30/2016) RJA AS
CITY ENGINEER R.C.E. 51152 53 8
Filename: I:\Inland Construction - Gabriella\DWG's\FINAL DESIGN\ SEWER\ PHASE 1\SEWER TRIB939-1 SHT 06.dwg