HomeMy WebLinkAbout4931-212
NOTE
PRIOR • START OF CONSTRLICTION CONTRACTOR SHALL VERIFY EMSTING
LOCATION AND ELEVATION AT PO INT OF CONNECTION AND SHALL NOTIFY
ENGINEER IMMEDIATELY OF AW DISCREPANCIES
DUNCAN CANYON ROAD
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DUNCAN CANYON ROAD
SEE DWG. NO. 4935, SHEET 3 OF
OFF SITE SEWER PLANS
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NIKOLAI LANE
SEE SHEET 4
Q O REV.
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SCALE IN FEET
i40 :0 120 lix
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7 8
2
PROP. R/W
PffiIIIIIII • .
17
VISTA LANE
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L4 PROP. 8" WATER ST. CL� T' 1 1
- W , , 7
—. -
T
TAHAN WAY
REVISION DESCRIPTION
LATERAL TABLE
TAHAN WAY
LOT NO.
DESIGN
AS -BUILT
BACKFLOW
1
10+97
CITY
YES
2
11+87
PREPARED UNDER THE SUPERVISION OF:
�MADOLE 9302 PITTSBURGH AVE., SUITE 230
.: • RANCHOCUCAMONGA,CA.91730
PHONE 909.481.6322
..
Engineering Communities for Life FAX 9094816320
.�.- DATE 2
ATM_ EXP. 61
Rill 36637
YES
3
12+33
YES
4
13+15
, ..
-i .i
2 2 -.
NO
5
13+35
2
NO
6
14+35
w
YES
7
14+55
YES
8
15+55
3O
NO
9
16+07
CHECKED BY:
fir,` TM
`�'-
NO
10
17+13
SEE SHEET 4
YES
11
18+05
4O
YES
12
18+25
ITY ENGINEER R.C.E. 51152 DATE
NO
13
19+25
YES
14
19+45
5O
NO
15
20+41
NO
J:\126-2500\sewer\Sewer02.dwg, 5/18/2012 10:56:50 AM, dja
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/Ljj PROP. R/W
BASIS OF BEARINGS:7�
THE SOUTH LINE OF THE SOUTHWEST
QUARTER OF SECTION 13; TOWNSHIP 1
NORTH, RANGE 6 WEST S.B.M. PER R.S.
118/64. SAID SOUTH LINE IS ALSO THE
CENTERLINE OF DUNCAN CANYON ROAD
AND HAS A BEARING OF N89'22'55"E.
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z
DATE
CONSTRUCTION NOTES
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTSNOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS .T O THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
o
PREPARED UNDER THE SUPERVISION OF:
�MADOLE 9302 PITTSBURGH AVE., SUITE 230
.: • RANCHOCUCAMONGA,CA.91730
PHONE 909.481.6322
..
Engineering Communities for Life FAX 9094816320
.�.- DATE 2
ATM_ EXP. 61
Rill 36637
CITY OF FONTANA, CALIFORNIA
11' 20 20 12'
9 0 89 1!Z' 20 _0.T"I216
m
O
INSTALL 8" EXTRA STRENGTH V.C.P. SEWER
, ..
-i .i
2 2 -.
i 2 2
' �''
6
v,
x
U
Q
F
2
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER
1717 6
DRAWN BY:
SCL/CB/CV
w
SCALE..
�° = 40'
CITY OF FONTANA STD. DWG. NO'S. 2000, 2001 & 2003
DESIGNED BY:
c6
DATE:
11
3O
INSTALL 4" V.C.P. SEWER LATERAL PER
VISTA LANE
SIX M RANCH LANE
CHECKED BY:
fir,` TM
`�'-
APP
DRAWINGG NNO0..
4931
CITY OF FONTANA STD. DWG. NO. 2005.
SEE SHEET 4
SEE SHEET 3
4O
INSTALL BACKWATER VALVE DEVICE
ITY ENGINEER R.C.E. 51152 DATE
5O
REMOVE PLUG AND JOIN TO EXISTING 8" SEWER.
„
J:\126-2500\sewer\Sewer02.dwg, 5/18/2012 10:56:50 AM, dja
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BENCH MARK: NGS: EV9118
1.5 INCH BRASS DISK ON TOP OF THE
NORTHWEST LEG OF EDISON TOWER NO.
18-3; LOCATED 49 FEET +/- WEST
OF CITRUS AVENUE CENTERLINE & 1.25
MILES NORTH OF HIGHLAND AVENUE
CENTERLINE.
ELEVATION: 1676.78 FEET
BASIS OF BEARINGS:7�
THE SOUTH LINE OF THE SOUTHWEST
QUARTER OF SECTION 13; TOWNSHIP 1
NORTH, RANGE 6 WEST S.B.M. PER R.S.
118/64. SAID SOUTH LINE IS ALSO THE
CENTERLINE OF DUNCAN CANYON ROAD
AND HAS A BEARING OF N89'22'55"E.
INSTALL 8 SEWER PLUG
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTSNOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS .T O THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
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? y
4 3 No, 36637 c
* Exp: 06-30-12 *
�'s� ciV��- ��`P
FOFCA%L
PREPARED UNDER THE SUPERVISION OF:
�MADOLE 9302 PITTSBURGH AVE., SUITE 230
.: • RANCHOCUCAMONGA,CA.91730
PHONE 909.481.6322
..
Engineering Communities for Life FAX 9094816320
.�.- DATE 2
ATM_ EXP. 61
Rill 36637
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
_
DRAWN BY:
SCL/CB/CV
TRACT NO. 18824
TAH N WAY
SCALE..
�° = 40'
DESIGNED BY:
c6
DATE:
11
CHECKED BY:
fir,` TM
`�'-
APP
DRAWINGG NNO0..
4931
2
g
ITY ENGINEER R.C.E. 51152 DATE
J:\126-2500\sewer\Sewer02.dwg, 5/18/2012 10:56:50 AM, dja
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