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10+00.00 ST. CL POSEY PLACE=
19+96.76 ST. CL SLEEPY CREEK
10+00.00 POSEY PLACE=
CL MH NO.8
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TOLL FREE -qqw�-1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SLEEPY CREEK
SEE SHEET 4
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20'
32'
64'
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1912 13 1 1 14 5 PAD=1399.1
PAD= 1396.6 PAD=1397.3 PAD= 1397.9 PAD= 1398.4 PAD= PAD= 1399.5
99.5
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\ 8" WATER
24" STORM
DRAIN PER , `; \ BY OTHERS �.
89'59'48" E
27 261
25
PAD= 97.3 a ': PAD= 397.7
F 30" STORM DRAIN PER }
t. CITY DWG. NO. 5349 No o O
20' 12' `V
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32' rn z
to
SLEEPY CREEK
SEE SHEEP 4
24
PAD= 1398.2
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(TYP)
23 PAD= 398.7 PAD= 98.2
POSEY PLACE
REV. I REVISION DESCRIPTION I ENGR. I DATE I CITY I DATE
SHOULD CONSTRUCTION OF REQUIRED
MOVU&WTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH M 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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N ^ I TRACT BOUNDRY
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2)
Prepared For:
LENNAR
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
BASIS OF BEARINGS:
4"
SEWER LATERALS TRACT 18939.1
LOT NO. DESIGN STA. "AS -BUILT" STA. BACKWATER
YES NO
12
10+57
X
13
11+07
X
14
12+11
X
15
12+77
X
16
12+91
X
17
13+89
X
18
14+03
X
19
14+24
X
20
14+31
X
21
13+71
X
22
13+59
X
23
13+07
X
24
12+21
X
25
11+72 X
26
11+24
X
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
NOTE-
CONTRACTOR
OTECONTRACTOR AND SURVEYOR TO VERIFY
SEWER LATERAL LOCATIONS WITH
ENGINEER PRIOR TO STAKING AND
CONSTRUCTION.
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 365-1795
• t' Lk
—
Ramond I. Allard, A.C.E. 36052 Date
(expires 6/30/2016)
Q�OFESS/0�
�
t i 9�p c--
0 No. 36052 Z
Exp. 6/30/16
`PCIVIL �P
q�F OF CALIF
CONSTRUCTION NOTES
1 CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER MAIN
2CONSTRUCT 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
40
DRAWN BY.
HMG
DESIGNED BY:
DBW
CHECKED BY:
RJA
CRAPF#C SCALE
0 20 40 80 160
(N FEET)
1 NCH = 40 FT.
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLAN
TRACT NO. U939-1
POSEY PLACE
AA� DATE: 3 3 -A&
CITY ENGINEER R.C.E. 51152
SCALE:
AS NOTED
DATE:
Murch, 2016
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Filename: I:\Inland Construction - Gabriella\DWG's\FINAL DESIGN\ SEWER\ PHASE 1\SEWER TR18939-1 SHT 08.dwg