HomeMy WebLinkAbout4931-3TAHAN WAY
SEE SHEET 2
15
1 20' 20 111
14
10+00.00 SIX M RANCH LANE
=19+10.00 TAHAN WAY
CL INT.
10+00.00 CL MH#4
=19+19.00 (N)
13
12
n
5' I 13'
ry ry ,.
II
I�
TAHAN WAY
SEE SHEET 2
11+00
16 17
CN
0
11+00
1+00 N
N §9'22'46" E o _
12
wv wTvv 1`+Tvv I PLAN 1"= 40' I 10-rUU lotuu
SCALE IN FEET
0 40 80 120 160
7
1 16+58.40
2 16+53.40 CL MH #26 END STUB & PLUG
2 Q
nr-
�' . _; 1
18 19 4
0 3
3 T0
PROP. R/W N
'I s
n
12+00 ST. CL
n 249.70'
712,_
20
�,. 1715,1 M o�
21 22 0 8' 2.3-z
r � i
13+00 PROP. 8"'WATER -"� 1 4+00
N 89'22'465 E 1 ;n 249.70
SIX M RANCH LANE
--------------
1
TOLL FREE `-"'1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIPTION
23
79
24
17+00
CONSTRUCTION ROTES
LOT NO.
O INSTALL 8" EXTRA STRENGTH V.C.P. SEWER 16
17
2O CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER 18
CITY OF FONTANA STD. DWG. NO'S. 2000, 2001 & 2003 19
3O INSTALL 4" V.C.P. SEWER LATERAL PER 20
CITY OF FONTANA STD. DWG. NO. 2005. 21
4O INSTALL BACKWATER VALVE DEVICE 22
7O INSTALL 8" SEWER PLUG 86
87
88
89
LATERAL TABLE
SIX M RANCH LANE
PROP.
AS—BUILT
BACKFLOW
3
3
3
3
3
784
4 89
88
87
86 4
85
YES
13+15
X171
YES
14+28
-70.8r>
14+94
SIX M RANCH LANE
--------------
1
TOLL FREE `-"'1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIPTION
23
79
24
17+00
CONSTRUCTION ROTES
LOT NO.
O INSTALL 8" EXTRA STRENGTH V.C.P. SEWER 16
17
2O CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER 18
CITY OF FONTANA STD. DWG. NO'S. 2000, 2001 & 2003 19
3O INSTALL 4" V.C.P. SEWER LATERAL PER 20
CITY OF FONTANA STD. DWG. NO. 2005. 21
4O INSTALL BACKWATER VALVE DEVICE 22
7O INSTALL 8" SEWER PLUG 86
87
88
89
LATERAL TABLE
SIX M RANCH LANE
DESIGN
AS—BUILT
BACKFLOW
10+63
YES
11+62
NO
11+82
NO
12+95
YES
13+15
ELEVATION: 1676.78 FEET
YES
14+28
NO
14+94
ENGR.
NO85
13+46
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL�R
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
YES
12+72
PREPARED UNDER THE SUPERVISION OF:
MADOLE 9302 PfTTSBURGH AVE., sum 230
. �RANCHOCUCAMONGA, CA.
,� -� -
PHONE: 909.M.6322
ngineerin Communities for life FAX 9o9.a -w2o
�p .�
A
YES
11+74
NO
11+52
SEWER IMPROVEMENT PLANS c
NO
10+60 1
YES
���`�sti9Fs
st
qy 80
t
c
BENCH MARK: NGS: EV9118
BASIS OF BEARINGS:
1.5 INCH BRASS DISK ON TOP OF THE THE SOUTH LINE OF THE SOUTHWEST
NORTHWEST LEG OF EDISON TOWER NO. QUARTER OF SECTION 13; TOWNSHIP 1
18-3; LOCATED 49 FEET +/— WEST NORTH, RANGE .6 WEST S.B.M. PER R.S.
OF CITRUS AVENUE CENTERLINE & 1.25 118/64. SAID SOUTH LINE IS ALSO THE
MILES NORTH OF HIGHLAND AVENUE CENTERLINE OF DUNCAN CANYON_ ROAD
CENTERLINE. AND HAS A BEARING OF N89'22'55"E.
L
t
t
ELEVATION: 1676.78 FEET
t
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL�R
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
�Fy
azo Z
U3 No. 36637
Exp: 06-30-12
s�gT�o /vii-o���P
Al-
PREPARED UNDER THE SUPERVISION OF:
MADOLE 9302 PfTTSBURGH AVE., sum 230
. �RANCHOCUCAMONGA, CA.
,� -� -
PHONE: 909.M.6322
ngineerin Communities for life FAX 9o9.a -w2o
�p .�
A
t
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS c
DRAWNBY.
p
♦7 ,
CL/�iB/�iV
TRACT NO. 18824
X M RAN LANE
,�
c
— ' �
SCALE: 1 —40
DESIGNED BY:—
MB
DATE: -
DEC. 2011: _
cHECKEo BY:
TM
APPR vE� i '
�
DRAWING N0.
4931
3
9
RCE 3ss37• s
CITY ENGINEER R.C.E. 51152 DATE
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