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ANGELICA LANE
SEE SKEET 3
50'
25' 25'
20' 20'
2
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o 4
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I
+ 1 1
0
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5�
10+00.00 CL ELDERBERRY COURT
11+67.46 CL ANGELICA LANE=
IPROPOSED \ _
i 8 SEWER
I
19
i
i
10+86.00 CL ELDERBERRY COURT=
10+00.00 CL BLACKHORN DRIVE
TOLL FREE—`� 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
2 34 5
8 PROPOSED
3 PROPOSED 3 3 8" SEWER
R/W
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J.
8
W.
of
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20' 20'
25' 25'
50'
RLACIfTHORIV DRIVE
17
Im
IR
7
8ii /_
35' PUE
Ll
14
5' PUE `
3 PR POSED 8" WATER
8
14 13
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0
Ui
9 L --L 10
PROPOSED
8" SEWER
4 1 �
i
i
i
SEE SHEET 3
BASIS OF BEARINGS. -
BEARINGS ARE BASED ON THE SOUTH LINE OF THE SOUTHWEST ONE QUARTER OF
SECTION 36, T. 1 N., R. 6 W., S.B.B. & M. ALSO BEING THE CENTERLINE OF BASELINE
AVENUE BEING NORTH 89'58'21 " WEST AS SHOWN ON TRACT 16085-1, RECORDED IN
MAP BOOK 282, PAGES 16-20, RECORDS OF SAN BERNARDINO COUNTY.
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF REQUOM
- ROVEMEPJTS NOT CO3!, 9M SCE t7ITM
IrO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AM CAR11IED FORTH IN A
DILIGENT 1t1ANfN�CR, THE CITY E)�iGIIVEER lfAY
REQME REVISIONS TO THE PLANS TO
BRJNG 171M INTO COMI3)(WIAANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
PREPARED FOR;
YOM HOMES
10370 TRADEMARK STREET
RANCHO CUCAMONGA, CA 91730
TEL (909) 477-6715
FAX (909) 477-6'725
REN091AR>K
CITY OF FONTANA BENCHMARK NO. 361.
RAILROAD SPIKE IN NORTH FACE OF POWER POLE
NO. 1536697E AT THE SOUTHWEST CORNER OF
SULTANA AVENUE AND BASELINE AVENUE.
ELEVATION: 1365.09'
1
10+51
10
15+01
=k
2
11+25
11
15+05
�k
3
11+48
12
14+54
�k
4
12+27
13
14+22
�k
5
12+43
14
13+50
=k
6
13+26
15
13+22
�k
7
No. 43976
Exp. 6/30/07
sA
Civil-
OF
iv4LCF CA!-,E®�
PROF[LE
HOH RtZ. 1 - 40
ZZ
1' = 4'
40
GRAPHIC SCALE
0 20 40 80
( IN FEET )
1 inch = 40 ft.
160
14+95.58 CL ELDERBERRY COURT
RECORD 7 1' C7'IT, 7,TT
These Record Documents have been prepared
based on information provided by others. The
Design Professional Inas not verified the accuracy
and/or completeness of this information and shall
not be responsible for any errors or omissions
is may be incorporated herein as a result
..
CONSTRUCTION NOTES
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
3D— CONSTRUCT 4" VCP EXTRA STRENGTH SEWER LATERAL & CLEANOUT PER
CITY STD DWG NO. 125 (SEE GENERAL NOTE N0. 30)
J CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN
INSTALL BACKWATER CHECK VALVE
/
QROF ESS / ON
OOP \O S. HqM�� �Zc'
Z DRAWN BY:
LO No. 43976 m DA/WF
* Exp. 6/30/05 * DESIGNED BY:
s9T� C I V P WB
CHECKED BY
CF CALF DSHC
CITY OF FONT NA, CALIFO NIA
SEWER IMPROVEMENT PLANS
TRACT NO. 16403-1 SCALE: "
1 =40
ELDERBERRY COU2T DATE:
FR/0 GWCA UJ,00 0 IM NORTH APRIL, 2003
APPRO BY: f DRAWING NO.:
W 70
CITY ENGINEER R.C.E. 51162 4
Filename: M:\DWG\15908\SEWER\16403-1\SHEEf4.DWG
SEVER LATERALS TRACT 16403-1
LOT NO.
DESIGN STA.
"AS—BUILT" STA. BACKWATER
YES NO
LOT NO.
DESIGN STA. "AS—BUILT" STA.
BACKWATER
YES NO
1
10+51
10
15+01
=k
2
11+25
11
15+05
�k
3
11+48
12
14+54
�k
4
12+27
13
14+22
�k
5
12+43
14
13+50
=k
6
13+26
15
13+22
�k
7
13+46
�k
16
12+40
�k
8
14+26
17
12+16
�k
9
14+50
18
11+41
�k
14+95.58 CL ELDERBERRY COURT
RECORD 7 1' C7'IT, 7,TT
These Record Documents have been prepared
based on information provided by others. The
Design Professional Inas not verified the accuracy
and/or completeness of this information and shall
not be responsible for any errors or omissions
is may be incorporated herein as a result
..
CONSTRUCTION NOTES
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
3D— CONSTRUCT 4" VCP EXTRA STRENGTH SEWER LATERAL & CLEANOUT PER
CITY STD DWG NO. 125 (SEE GENERAL NOTE N0. 30)
J CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN
INSTALL BACKWATER CHECK VALVE
/
QROF ESS / ON
OOP \O S. HqM�� �Zc'
Z DRAWN BY:
LO No. 43976 m DA/WF
* Exp. 6/30/05 * DESIGNED BY:
s9T� C I V P WB
CHECKED BY
CF CALF DSHC
CITY OF FONT NA, CALIFO NIA
SEWER IMPROVEMENT PLANS
TRACT NO. 16403-1 SCALE: "
1 =40
ELDERBERRY COU2T DATE:
FR/0 GWCA UJ,00 0 IM NORTH APRIL, 2003
APPRO BY: f DRAWING NO.:
W 70
CITY ENGINEER R.C.E. 51162 4
Filename: M:\DWG\15908\SEWER\16403-1\SHEEf4.DWG