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REWSION DESCRIP77ON
AS—BUILT
........... . ... . . . ...... .......................
SCA LE- 1 40
2
�
/Co 4 C7 2
NO
1.5
'�
3972645". 195.00'
BROOK LANE
1 (P
15+42
15 f 42
YES
.1(7
15+22
15 4 -22
YES
SEE SHEET 2
14 X34
2
1q,
14+17
14 f/7
YES
13+90
13.,p qo
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:.,
'
W
NO
40
12+68
j -z 4 68
NO
41
20120 12
43 42
[N N
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11+52
114512
NO
45
10+60
/0 �6o
I
<-: 23
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0 4- 35
NO
STANDARDS IN EFFECT
RCE 7j76637 -EXP. 6;00-68
SCL I - A//-,
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5' 15'
Q)
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PROP. RIW
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10+00.00 CIL MHJ
=14+36.00 BROOK LN.
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'AWA -A -AWA -A -AW. A.A.
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
RIVER GLEN LANE
SEE SHEET 2
7211 181 18 1
1
_N1
' o
:zE
-27" W 178.
-1- —1
REWSION DESCRIP77ON
AS—BUILT
BACKFLOW
2
�
/Co 4 C7 2
NO
1.5
'�
3972645". 195.00'
CID
1 (P
15+42
15 f 42
YES
.1(7
15+22
15 4 -22
YES
14+34
14 X34
YES
1q,
14+17
14 f/7
YES
13+90
13.,p qo
YES
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER.,
12+87
NO
40
12+68
j -z 4 68
NO
41
11+72
�\�3d1.7LHL7lG��5�
NO
42,
11+52
114512
NO
RIVER GLEN LANE
SEE SHEET 2
7211 181 18 1
1
_N1
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:zE
-27" W 178.
-1- —1
PROP. Rlw
own=
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PROP. RIW
DESIGN
AS—BUILT
BACKFLOW
2
�
/Co 4 C7 2
NO
1.5
'�
3972645". 195.00'
CID
1 (P
15+42
15 f 42
YES
.1(7
15+22
PROP. Rlw
own=
1IM0111
PROP. RIW
C 36637 c -- I%
EXP.
CIV
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE. BASIS OF INFORMATION COMPILED AND
FURNISHED BY ERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
-191 V1rVj1___?_EjTR�I'�-r ��J':
rI.PjV 2z-rlO-()-
"J��,,�
BENCH MARK.•— BASIS OF BEARINGS:
THE BENCHMARK IS AT SOUTHWEST CORNER
T THE BEARING OF N 89'56'48" W ALONG
OF WALNUT & SIERRA AVENUES, 32
SOUTH OF WALNUT A VENUE, 42 FEET WEST THE CENTERLINE OF BASELINE AVENUE
1\
O CONSTRUCT PRECAST CONCRETE MANHOLE PER
CITY OF FONTANA STD. DWG. NO. 112 ( 0=48-
0 INSTALL 4" V.C.P. SEWER LATERAL PER
CITY OF FONTANA STD. DWG. NO. 125
4O INSTALL BACKWATER VALVE DEVICE
LOT NO.
DESIGN
AS—BUILT
BACKFLOW
2
16+92
/Co 4 C7 2
NO
1.5
16+22
3972645". 195.00'
NO
1 (P
15+42
15 f 42
YES
.1(7
15+22
15 4 -22
YES
14+34
14 X34
YES
1q,
14+17
14 f/7
YES
13+90
13.,p qo
YES
C 36637 c -- I%
EXP.
CIV
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE. BASIS OF INFORMATION COMPILED AND
FURNISHED BY ERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
-191 V1rVj1___?_EjTR�I'�-r ��J':
rI.PjV 2z-rlO-()-
"J��,,�
BENCH MARK.•— BASIS OF BEARINGS:
THE BENCHMARK IS AT SOUTHWEST CORNER
T THE BEARING OF N 89'56'48" W ALONG
OF WALNUT & SIERRA AVENUES, 32
SOUTH OF WALNUT A VENUE, 42 FEET WEST THE CENTERLINE OF BASELINE AVENUE
1\
O CONSTRUCT PRECAST CONCRETE MANHOLE PER
CITY OF FONTANA STD. DWG. NO. 112 ( 0=48-
0 INSTALL 4" V.C.P. SEWER LATERAL PER
CITY OF FONTANA STD. DWG. NO. 125
4O INSTALL BACKWATER VALVE DEVICE
LOT NO.
DESIGN
AS—BUILT
BACKFLOW
14
16+92
/Co 4 C7 2
NO
1.5
16+22
3972645". 195.00'
NO
1 (P
15+42
15 f 42
YES
.1(7
15+22
15 4 -22
YES
14+34
14 X34
YES
1q,
14+17
14 f/7
YES
13+90
13.,p qo
YES
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER.,
12+87
NO
40
12+68
j -z 4 68
NO
41
11+72
114-72
NO
42,
11+52
114512
NO
45
10+60
/0 �6o
NO
<-: 23
10+35
0 4- 35
NO
CURVE UNE TABLE
0
DELTA RAD/US
LEN/DIST
TANGENT
39"36' 16" 205.00'
141.70'
7J.81'
3972645". 195.00'
134.25'
69.91 1 -
OF SIERRA AVENUE, DRIVE PIN IN AS X1UWV ON PM NU. 1000, P.M.B. 11/95,
pp#144113E 70-63 FACES INTERSECTION. WAS USED AS THE BASIS OF BEARINGS
ELEVA 770N. 1 1470.7550
— I FOR THIS MAP.
Of
CITY OF FONTANA., CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
Prepared Under The Supervision
COMMENCE WITHIN TWO YEARS OF THE DATE* OF APPROVAL
ry
- q
/0"
SEWER IMPROVEMENT PLAN
DRAWN B K
DJ
TRACT NO. 16383 AND 17460
"ALE'
AS SHOWN
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER.,
F MADOLE 760-A S. ROCHESTER AVE.
41 1)0 m ILLI No. 36637 ONTARIO, CA 91761
c:: & ASSOCIATES, INC.1
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
Exp: 06-30-08
909.937.9151
Engineering Communities for Life www.madoleinc.com
SPRINGTIME A)4rl FROM BROOK LANE
TO 119 A�OR H OIFI,*R GLEN LANE
DESIGNED BK
DA TE.'
JAN. 2006
n531 -61c
IT 'IT
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
c/V1
0 CAU
JA ot I IAI
to : A-51
EIrl �_Y.
CHECKED
IED
7-4
DRAWING NO.
4
STANDARDS IN EFFECT
RCE 7j76637 -EXP. 6;00-68
SCL I - A//-,
f., a
_",e
4092
LWNEER C. E. 51152 DA TE
WENDELL L. IWATSURU