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34' 34' "� O
12' 22' 22' 12' Z Z
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CL MH NO. 9 -F£ - n r
30" STORM DRAIN PER--"' q
CITY DWG. NO. 5349
22+21.24 ST. CL SLEEPY CREEK=-
11+91.03
REEK=11+91.03 ST. CL MONTGOMERY AVENUE
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MONTGOMERY AVENUE
SEE SHEET 3
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REVISION DESCRIPTION
SLEEPY CREEK
ENGR. I DATE I CITY I DATE
PAD=1406.0
60'
LAKE LANE
SEE RIGHT HEREON
SHOULD CONSTRUCTION OF REQUIRED
1I PROVEMENTS 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
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10+07
PROPOSED
X
8" WATER
ro
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R/W
f
X
BY OTHERS
17
18
19
20
PAD= 1401.5
PAD= 1402.8
PAD= 1404.2
PAD= 1405.4
23+87
X
18
REVISION DESCRIPTION
SLEEPY CREEK
ENGR. I DATE I CITY I DATE
PAD=1406.0
60'
LAKE LANE
SEE RIGHT HEREON
SHOULD CONSTRUCTION OF REQUIRED
1I PROVEMENTS 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
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-BUILT" STA. BACKWATER
YES NO
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4
24+28
7 o�Z.00
8
PAD=1406.5 0 0� t':3 �+
+ PAD= 1406.9
+ +
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,
I
8" WATER �� #
i
BY OTHERS
i ii L
SLEEPY CREEK
SEE LEFT HEREON
Prepared For: BASIS OF BEARINGS:
LENNAR 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"
980 MONTECITO DRIVE, SUITE 302 BENCHMARK:
CORONA, CA 92879 2" BRASS CAP LOCATED ON THE TOP OF CURB AT
(951) 817-3545 THE EASTERLY END OF THE CURB RETURN AT THE
FAX (951) 817-3650 NE CORNER OF SIERRA AVE. AND MILLER AVE.
ELEVATION: 1364.32
P
9
PAD= 1407.3
(TYP)
SADDLEWOOD DRIVE
�I
Zi
zo 8" WATER z
BY OTHERS
If
12+20.53 ST. CL LAKE LANE=
13+30.27 ST. CL SADDLEWOOD
27
'-PROPOSED SADDLEWOOD DRIVE
LAKE LANE
NOTE'
CONTRACTOR AND SURVEYOR TO VERIFY
SEWER LATERAL LOCATIONS WITH
ENGINEER PRIOR TO STAKING AND
CONSTRUCTION.
SEE SHEET 4
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 365-1795
z "--C 091
Aaym nd J. A ard, A.C.E. 6052 Date
(expires 6/30/2016)
4
GRARK SCALE
IN FEET)
11Q1 = 40 FT.
CONSTRUCTION NOTES
I61 CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER MAIN
2 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001
3 CONSTRUCT 4" V.C.P. SEWER LATERAL & HOUSE CLEANOUT PER CITY STD. DWG. NO 2005
4 CONSTRUCT BACKWATER CHECK VALVE
REMOVE 8" SEWER PLUG AND JOIN NEW CONSTRUCTION
4"
SEWER LATERALS TRACT 189391
SEE SHEET 4
W
-BUILT" STA. BACKWATER
YES NO
2
22+92
¢W
�]
N
3
I,
st t1 l
X
4
24+28
X
10
24+78
U
=
M
PAD=1407.7 '�
3
U
7
10+07
X
PROPOSED
R W
/
ro
�
�I
Zi
zo 8" WATER z
BY OTHERS
If
12+20.53 ST. CL LAKE LANE=
13+30.27 ST. CL SADDLEWOOD
27
'-PROPOSED SADDLEWOOD DRIVE
LAKE LANE
NOTE'
CONTRACTOR AND SURVEYOR TO VERIFY
SEWER LATERAL LOCATIONS WITH
ENGINEER PRIOR TO STAKING AND
CONSTRUCTION.
SEE SHEET 4
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 365-1795
z "--C 091
Aaym nd J. A ard, A.C.E. 6052 Date
(expires 6/30/2016)
4
GRARK SCALE
IN FEET)
11Q1 = 40 FT.
CONSTRUCTION NOTES
I61 CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER MAIN
2 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001
3 CONSTRUCT 4" V.C.P. SEWER LATERAL & HOUSE CLEANOUT PER CITY STD. DWG. NO 2005
4 CONSTRUCT BACKWATER CHECK VALVE
REMOVE 8" SEWER PLUG AND JOIN NEW CONSTRUCTION
4"
SEWER LATERALS TRACT 189391
LOT NO. DESIGN STA. "AS
-BUILT" STA. BACKWATER
YES NO
2
22+92
X
3
23+42
X
4
24+28
X
5
24+78
X
6
24+96
X
7
10+07
X
8
10+22
X
9
10+68
X
10
11+33
X
17
23+87
X
18
23+40
X
19
23+87
X
20
24+65
X
QRpFESS/O� CITY OF FONTANA CAL"NI1
� �o�� j.'14-11 <, I SEWER IMPROV NT PLAN
7 9� ti0 DRAWN BY: TRACT NO. U939.2 SCALE:
HMGW No. 36052 m DESIGNED BY: SLEEPY CREEK & LAKE LAIC DATE NOTED
°G Exp. 6/30/16 DBW March, 2016
�TgTF C f V \ \- ��\P CHECKED BY: APPROV BY: DRr W 1VG NO.:
OF CAL �F RJA6� DATE: .,? ' /�
CITY ENGINEER R.C.E. 51152 553741 5
Filename: I:\Inland Construction - Gabriella\ DWG's\ FINAL DESIGN\ SEWER\ PHASE 2\SEWER TR18939-2 SHT 02.dwg