HomeMy WebLinkAbout3472-210+00
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* CONTRACTOR TO VERIFY LOCATION AND
ST. STA.=68+96.26 Bc ELEVA TION PRIOR TO START OF CONSTRUCTION
70+87.66 BCISEWER-
EX. MH -�- f f 40'� ' 16 LOT "A" PUBLIC UTILITY, STORM
DRAIN & LANDSCAPE EASEMENT 2
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SCALE.
40 EX. 18 "SEWER ' REMOVE & REPLACE 19 20 21 ► E I
PER DWG. NO. 2604 EXIST. CURB & GUTTER i
SHT. 6 IN KIND TR 16099 SIL VER LAKE WA Y
SIERRA LAKES
PARK WA
CONSTRUCTION NOTES:
INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
2�- CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (ID=48").
3O- CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (D=60"). WITH SAFETY LANDING
PER A.P. W.A. STD. 330-1.
o- INSTALL BACKFLOW DEVICE.
O5 -- INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
CITY OF FONTANA STD. DWG. NO. 125.
POTHOLE EXIS77NG UNDERGROUND FACILITY AS NECESSARY.
7�- CONSTRUCT PIPE TRENCH, AS REQUIRED, PER CITY OF FONTANA
STD. DETAIL 131.
INSTALL 8" D.I.P. SEWER
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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A RESULT THEREOF I 1 ,
REVISION DESCRIPTION
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J' FtiHAWLE
MD A83WRATM, ONCE.
12+49
NO
DRAWN BY-
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No,62183 '�° �'
10601 CHURCH STREET, STE.107
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12
RANCHO CUCAMONGA, CA 91730��
BY
Expo 9-30-05
PHONE (909) 948-1311
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BASIS OF BEARINGS -
AS -BUILT STA.
BACKFLOW
TRE EAST UNE OF SECTION 30, TOWNSHIP 1
3
RAILROAD SPIKE AT 1AITERSECT10N OF
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Q
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CITRUS AVENUE AND LOS CEDROS
WERIDAM SHOWN AS NOO.27'43'W ON
YES
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PROP. 8" WATER—, 1+
oo
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PROP. R W _ 4; i
22 23 1
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TR 160 9-1
OR WAY
13RISE SHEET 3
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NCF�
YCOMMENCE
SHOWN
HEREON OJ AU Ili CARRIED FORTH DILIGENT f f E':
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
EFFECT.
f
03UTti!ImMIAM ' STANDARDS
7
BENCH MARK: # fi15
BASIS OF BEARINGS -
AS -BUILT STA.
BACKFLOW
TRE EAST UNE OF SECTION 30, TOWNSHIP 1
3
RAILROAD SPIKE AT 1AITERSECT10N OF
NORM. RANGE 5 WEST, SAN BERMARDINO
18
CITRUS AVENUE AND LOS CEDROS
WERIDAM SHOWN AS NOO.27'43'W ON
YES
AVENUE; IN POWER POLE NO. 9011E
TRACT AWP 15908 BLED IN BOOK 271,
5
^v
m W
5
ELEVATION: 1467.59
.,
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o
10
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Prepared Under The Supervision Of
oN 18+84.00 C.L. INT
-
PREPMED ON THE OFF ME OF
n 10' =ST STA. 17+44.34
r
(D—DRI VE \
PROP. 8" WATER—, 1+
oo
A \ j
PROP. R W _ 4; i
22 23 1
� � I
TR 160 9-1
OR WAY
13RISE SHEET 3
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NCF�
YCOMMENCE
SHOWN
HEREON OJ AU Ili CARRIED FORTH DILIGENT f f E':
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
EFFECT.
f
03UTti!ImMIAM ' STANDARDS
7
BENCH MARK: # fi15
BASIS OF BEARINGS -
AS -BUILT STA.
BACKFLOW
TRE EAST UNE OF SECTION 30, TOWNSHIP 1
11+20
RAILROAD SPIKE AT 1AITERSECT10N OF
NORM. RANGE 5 WEST, SAN BERMARDINO
18
CITRUS AVENUE AND LOS CEDROS
WERIDAM SHOWN AS NOO.27'43'W ON
YES
AVENUE; IN POWER POLE NO. 9011E
TRACT AWP 15908 BLED IN BOOK 271,
ON THE EAST SIDE OF MROS AVENUE:
PAGES 34 THROUGH 39, INCLUSNE, OF
11+75
ELEVATION: 1467.59
RECORDS OF SURVEY, RECORDS OF SAN
BERNARDINO COUNTY.
19
12+10
Prepared Under The Supervision Of
NO
SMA
PREPMED ON THE OFF ME OF
S�
J' FtiHAWLE
MD A83WRATM, ONCE.
12+49
NO
DRAWN BY-
YNo,
No,62183 '�° �'
10601 CHURCH STREET, STE.107
JV
12
RANCHO CUCAMONGA, CA 91730��
BY
Expo 9-30-05
PHONE (909) 948-1311
13+14
MN�
'9T CI V I\. `'tie•a4
F�FCALIF—
Date (Z• 3.03
CHECKED BY:
YES
RCE 62183 U EXP. 9-30-05
...
SEWER LATERAL TABLE TR. NO. 16099
LOT #
DESIGN STA.
AS -BUILT STA.
BACKFLOW
17
11+20
YES
18
11+52
YES
16
11+55
YES
15
11+75
YES
19
12+10
NO
14
12+34
NO
20
12+49
NO
13
12+54
NO
12
13+11
YES
21
13+14
YES
11
13+32
YES
10
13+92
YES
9
14+12
YES
1
14+33
YES
8
14+72
YES
2
14+75
YES
7
14+92
YES
6
15+52
NO
5
15+72
NO
4
16+32
YES
3
16+52
YES
SEWER LATERAL TABLE TR. NO. 16099-1
LOT #
DESIGN STA.
AS -BUILT STA.
BACKFLOW
15
17+12
YES
14
17+32
YES
13
17+93
NO
12
18+ 13
NO
11
18+68
NO
10
18+71
NO
C FY OF FONTANA, CALFORMA
SEWER IMPROVEMENT PLANS
TRACT 16099 AND 16099-1 S A AS SHOWN
BETH PDA G DRl VE DATE 12-02-03
O,TVED BY: DRAWING NO.: 2
_0 _7
3472 3
CITY ENGINEER R.C.E. 51152 DATE
J:\826-1175\sewer\sew02.dwa. Plot. 12/02/2003 04:48:22 PM. fs