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PROP. F3 OVER
CIL oF��
PROPOSED
8' WATER
INSTALL 308.901L.F. 8" EXTRA STRENGTH V.C.P. SEWER
10+00 11+00
14
96.4
13 Y
5
95.8
CL MH #6
10+00.00 CEDAR VIEWLN.
=19+72.83 BUSHBERRY AVE.
15 16 17
97.2 98.1 99.0
5
TRACT qO.19961-1
5
4 4
PROP. R/W
12
94.3
1
1 \
1
93.5
BUSHBERRY AVENUE
SEE SHEET 6
12+00
e
�F
W PROP. C&G W J�2 N
_7 _ II_o
N89` 32' 57 ' 1 co
97.3
26
98.2
25
� N
PROP.SEWE
PROP. R/W
5 5
99.1
24
99.9
23
TOLL FREE 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
• •�
00.9
22
NSTALL 87.02 L.F. 8" EXTRA
STRENGTIV.C.P. SEWER
14+00
15+00
FLAX WAY
I , I
20 21 24 23 22
68' 03.1 03.9 z 04.6 05.8 06.3
2' 22' 22'°0
TRACT N0.19961 5 5
4 5 5
5 PROP.�R/W
c _
--k _ ii
91.02
A
LOT NO.
Nco
C,
5
5
C6
02E
� U
10+05.32
SHOWN ON RECORD OF SURVEY 35/9 TAKEN
3
14
10+24.38
YES
15
10+79.55
ELEVATION: 1739.006'
YES
16
10+95.55
PREPARED UNDER THE SUPERVISION OF:
YES
17
11+89.55
YES
18
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-
- ' �CCCC�CC�CCCC�CCC��
12+87.26
3 No. 36637 � M
NO
20
14+12.53
PHONE 909.481.6322
YES
21
14+90.77
NO
22
12+67.00
Z�,`t DAT ��
NO
23
12+51.00
WENDE L L. IWATS RU EXP. 6 0-18
NO
24
11+56.45
NO
25
11+41.00
YES
• •�
00.9
22
NSTALL 87.02 L.F. 8" EXTRA
STRENGTIV.C.P. SEWER
14+00
15+00
FLAX WAY
I , I
20 21 24 23 22
68' 03.1 03.9 z 04.6 05.8 06.3
2' 22' 22'°0
TRACT N0.19961 5 5
4 5 5
5 PROP.�R/W
c _
--k _ ii
91.02
A
01.9 02.
29 2f
W
PROP. WATER
PROP.0&G
CEDAR VIEW LANE
REVISION DESCRIPTION
03.8
27
DATE I ENGR. I CITY I DATE
1780
17+00
CL MH #9
16+49.77 CEDAR VIEWIN
1
=19+65.83 APPLEWOOD AVE.
11�
�I a
s 1
i'
5 1 i
1
04.8 05.5 �
26 25 I 11
APPLEWOOD AVENUE
SEE SHEET 8
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT
MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WfTH CONDITIONS AND STANDARDS IN EFFECT.
20
04.8
PROFILE
HORIZ 1"= 40'
VERT 1"= 4' -
PLAN 1"= 40'
SCALE IN FEET
TRACT 19961-1 (LATERALS)
LOT NO.
Nco
C,
5
5
C6
02E
� U
10+05.32
SHOWN ON RECORD OF SURVEY 35/9 TAKEN
3
01.9 02.
29 2f
W
PROP. WATER
PROP.0&G
CEDAR VIEW LANE
REVISION DESCRIPTION
03.8
27
DATE I ENGR. I CITY I DATE
1780
17+00
CL MH #9
16+49.77 CEDAR VIEWIN
1
=19+65.83 APPLEWOOD AVE.
11�
�I a
s 1
i'
5 1 i
1
04.8 05.5 �
26 25 I 11
APPLEWOOD AVENUE
SEE SHEET 8
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT
MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WfTH CONDITIONS AND STANDARDS IN EFFECT.
20
04.8
PROFILE
HORIZ 1"= 40'
VERT 1"= 4' -
PLAN 1"= 40'
SCALE IN FEET
TRACT 19961-1 (LATERALS)
LOT NO.
DESIGN
AS -BUILT
BACKFLOW
13
10+05.32
SHOWN ON RECORD OF SURVEY 35/9 TAKEN
YES
14
10+24.38
YES
15
10+79.55
ELEVATION: 1739.006'
YES
16
10+95.55
PREPARED UNDER THE SUPERVISION OF:
YES
17
11+89.55
YES
18
12+05.55
NO
19
12+87.26
3 No. 36637 � M
NO
20
14+12.53
PHONE 909.481.6322
YES
21
14+90.77
NO
22
12+67.00
Z�,`t DAT ��
NO
23
12+51.00
WENDE L L. IWATS RU EXP. 6 0-18
NO
24
11+56.45
NO
25
11+41.00
YES
26
10+57.00
YES
BENCH MARK: # 6-7
BASIS OF BEARINGS:
DESIGN
SAN BERNARDINO COUNTY BENCHMARK # 6-7.
THE CENTERLINE OF CITRUS AVENUE AS
22
A BRASS DISK AT THE SOUTHEAST CORNER OF
SHOWN ON RECORD OF SURVEY 35/9 TAKEN
NO
CASA GRANDE AVENUE AND SIERRA AVENUE.
AS N 01'10'30" W WAS USED AS THE BASIS
NO
OF BEARINGS FOR THIS MAP.
15+14.53
ELEVATION: 1739.006'
NO
25
15+93.77
PREPARED UNDER THE SUPERVISION OF:
NO
QFtOF ESS/p�yq
15+06.77
NO
27
14+87.77
YES
MAD O L E 9302 PITTSBURGH AVE., SUITE 230
DRAWN BY:
3 No. 36637 � M
: RANCHO CUCAMONGA, CA. 91730Lr_
DM I SCL
13+69.67
PHONE 909.481.6322
DESIGNED BY:
Exp: 06-30-18
gineering Communities for Life FAX 909.481.6320
GBISCL
C/V1� ��P
TFOFCAL\F
Z�,`t DAT ��
CHECKED BY:
WLI
WENDE L L. IWATS RU EXP. 6 0-18
TRACT 19961 (LATERALS)
LOT NO.
DESIGN
AS -BUILT
BACKFLOW
22
16+38.03
NO
23
16+22.03
NO
24
15+14.53
NO
25
15+93.77
NO
26
15+06.77
NO
27
14+87.77
YES
28
13+85.72
NO
29
13+69.67
NO
CONSTRUCTION NOTES
10- INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
O3 - CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY
OF FONTANA STD. DWG. NO'S. 2000, 2001 & 2003.
)_ INSTALL BACKWATER VALVE DEVICE.
5� INSTALL 4" V.C.P. SEWER LATERAL AND CLEANOUT BOX PER
CITY OF FONTANA STD. DWG. NO. 2005.
CITY OF FONTANA, CALIFORNIA
IN -TRACT SEWER IMPROVEMENT PLANS
TRACT 19961 & -1 SCALE
CEDAR VIEW LANE AS SHOWN
DATE:
STA. 9+96-091 TO STA. 16+45.77 JANUARY 2017
APPROVED RY: DRAWING N0.
6/8/17
CITY ENGINEER R.C.E. 51152 DATE 5608 g
r