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27' 27' 25' 25'
20' 20'
51
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PROPOSED STORM DRAIN
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PER CITY DWG. NO. 3060 I + �I I 5' PUE 3 x6Q > 9
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BEARTREE STREET GABELS CREST PLACE
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BEARTREE STREET
54'
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190,
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IN
SPRING VIEW DRIVE
13
REGAL PARK DRIVE
SBO -=R LATERALS
LOT NO.
CONSTRUCTION
NOTES
Ttosa record Documents have been prepared
DESIGN STA. "AS -BUILT" STA.
CONSTRUCT 48" PRECAST
CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
used on information provided by others. The
LOT NO.
DESIGN STA.
"AS -BUILT" STA.
'Design -Professional has not verified the accuracy
10+27
CONSTRUCT 4" VCP
SEWER LATERAL & CLEANOUT PER CITY STD DWG NO 125
d/or completeness of this information and shall
34
(SEE GENERAL NOTE
NO. 30)
of be responsible for any errors or omissions
13+59
CONSTRUCT 8" VCP
EXTRA STRENGTH SEWER MAIN
is may be incorporated herein as a result
C�6 —INSTALL
BACK FLOW
CHECK VALVE
a, h'-' 1 6 AO�L_
13+34
CONSTRUCT CONCRETE ENCASEMENT PER DETAIL SHEET 1 OF 5
DATE
10+10
U 5
1�
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10
SEE SHT 2
BEARTREE STREET
54'
27 27
r
20`1 1 20
5'
I
I� 1
I
1 � z
�I
190,
of
o' o
11
IN
SPRING VIEW DRIVE
13
REGAL PARK DRIVE
SBO -=R LATERALS
LOT NO.
DESIGN STA.
"AS -BUILT" STA.
LOT NO.
DESIGN STA. "AS -BUILT" STA.
LOT NO.
DESIGN STA.
"AS -BUILT" STA.
LOT NO.
DESIGN STA.
"AS -BUILT" STA.
20
10+27
106F7
27
13+87 f3 f 18
34
10+68
14014-576
57
13+59
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21
10+50
112149
28
51
13+34
10A 10
75
10+10
U 5
22
11+30
3 1-49
52
13+29
76
13+23
23
12+57
12115
30
12+92 124.94
53
12+67
14 7P 7 69
77
13+15
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24
13+43
13 f 141
31
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54
12+24
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78
12+61
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13+63
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111-77
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11+51
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PLANS PREPARED FOR REVISIONS Engineer City BENCHMARK
N . ro I Date: Ap rova I Date:
16 A- � .q I L• 1 ^c7 Jto
Underground Service Alert SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS THE STHAM GROUP B.M. #361, SPIKE IN NORTH FACE OF P.P.
TRA
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF #1536697E AT SOUTH WEST CORNER OF
e�F r CBS, TOLL �, APPROVAL SHOWN HEREON AND CARRIED FORTH IN A 2201 DUPONT DRIVE BASELINE AVENUE AND SULTANA AVENUE.
cm DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE SUITE 300
1_ REVISIONS TO THE PLANS TO BRING THEM INTO IRVINE, CALIFORNIA 92612
CONFORMANCE WITH CONDITIONS AND STANDARDS
227_26M IN EFFECT. (949)833-1554 FAX (949) 833-7853
TWO WORKING DAYS BEFORE YOU DIG ELEVATION: 1365.01
m
w
A
PROFILE
HORIZ. 1 "=40'
VERT: 1 "= 4'
27
M\/Vo- 17
GRAPHIC SCALE
40 0 20 40 80
1 El 1117""
{ 1N FEET
I inch = 40 ft.
Prepared By: CITY OF FONTANA, CALIFORNIA
ES
ALLARD ENGINEERING e��VSSH14 SEWER IMPROVEMENT PLANS
Civil Engineering - Land Surveying - Land Planning ��� �P� MF �yc
Drawn By: Scale:
8253 Sierra Avenue m DEA/JK/WF TRACT NO. 160 1 "=40"
Fontana, California 92335 w No. 43976 M
G A BELS CR PLACE
Exp. 6/30/05 Designed 'By: GABELS
Date:
x(90 35� 1815 y _ Fax (909) 356-1795 *�9 c �* DA P IVE MARCH, 2002
a L 111 _
David S. Hammer, H.C.E. 43976 Date �FaF CALIFd¢ rl��ked By: �. Approve Dwg. No. 4
(expires 6/30/2005) DH CITY ENGINEER R.G.E. W62 ZgYo 5
Filename: M:\DWG\12903\16009\SEWER\16009-SWR-4.dwg