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SEE SHEET 5
PROPOSED
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TIMBERLAND
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RED WILLOW STREET
SEE SHEET 4
55 1 so'
110' 20'1 20` 10'
80.5
TRACT NO.19961
PROP. R/W� - -
PROP. C&G N00° 27' 03"W 320.00
PROP. WATER
W -
vv _jmwa�
PROP. R/W
crj N 00
o mo 73.9 76.5 78.9 80.4 81.0
5 6 7 8 9
TRACT 19961 (LATERALS)
LOT NO. DESIGN AS -BUILT BACKFLOW LOT NO. DESIGN AS -BUILT BACKFLOW
4 10+00.00 YES 17 17+30.40 YES
5 10+32.27 YES 18 17+90.26 YES
6 10+68.14 YES 19 18+48.26 YES
7 11+48.26 YES 20 19+08.26 NO
8 11+90.00 NO 21 19+62.63 NO
9 12+92.26 NO 43 15+22.00 YES
10 13+08.26 NO 44 14+62.00 YES
11 14+12.26 YES 45 14+02.00 YES
12 14+28.26 YES
13 14+95.26 YES
14 15+48.26 YES REV.
15 16+0826 NO Q O
16 16+68.26 YES
TOLL FREE 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
PROP. FS OV
CL OF PIPE
14+00
TER
'ALL 316.00 L.F. 8" EXTRA STRENGTH V.C.P. SEWER
15+00 16+00
�/ 2=:��,FS=CAL:E:-:: 1 "= 40'
46 45 44
80.6 83.5 86.2
PROP. R/W��
e
N00° 27' 03"W C:)
PROP. C&G
PROP.CG
W o _
`y
REVISION DESCRIPTION
4
5
TRACT NO. 19961
84.6 87.3
12 13
43
89.2
TRACT NO. 19961
PROP. SEWER
320.00
90.1
14
35
96.2
L
92.8
15
PROP. FS OVER
CL OF PIPE -
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I-iil�i � ,•
4
5
17+00
AMBROSIA LANE
SEE SHEET 3
I 00'
10� 20' 2(�
n � o
PROP. WATER
95.4
16
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8' WATER
00
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-1795
-1785
20+00
PROFILE
HORIZ 1"= 40'
VERT 1"= 4' -
PLAN 1"= 40'
SCALE IN FEET
CEDAR VIEW LANE
SEE SHEET 2
34 TRACT NO, P -M 25
96.5 05.5
- - PROP. R/W�
1 PROP.0&G
N00° 27'00"W 325.83
PROP. NC&G W
PROP. R/W
23
05.8
CL MH #9
7 19+65.83 APPLEWOOD AVE.
=16+49.77 CEDAR VIEW LN.
22
98.0
00.5
02.7
p4,8
06.0
17
18
19
20
21
APPLEWOOD AVENUE CONSTRUCTION NOTES
1O- INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
2� INSTALL 10" EXTRA STRENGTH V.C.P. SEWER.
O3 - CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER
CITY OF FONTANA STD. DWG. NO'S. 2000, 2001 & 2003.
4o- INSTALL BACKWATER VALVE DEVICE.
BENCH MARK: # 6-7 BASIS OF BEARINGS:
SAN DINO COUNTY BENCHMARK
THE CENTERLINE OF CITRUS AVENUE AS O5 - INSTALL 4" V.C.P. SEWER LATERAL AND CLEANOUT BOX
#
A BRAASSSS DISK 6 7. K AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN PER CITY OF FONTANA STD. DWG. NO. 2005.
CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01'10'30" W WAS USED AS THE BASIS
ELEVATION: 1739.006' OF BEARINGS FOR THIS MAP.
DATE ENGR. CITY DATE PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA
I? ESS/pay
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO ��°�� IwgTF� IN -TRACT SEWER IMPROVEMENT PLANS
MADOLE
9302 PITTSBURGH AVE., SUITE 230 DRAWN BY: TRACT NO. 19961 SCALE:
YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT
W 3 No. 36637 C M RANCHO CUCAMONGA, CA. 91730
r � DM I SCL AS SHOWN
PHONE 909.481.6322 APPLEWOOD AVENUE
MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO {� Exp: 06-30-18 � ngineering Communities for Life FAX 909.481.6320 DESIGNED BY: DATE:
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. -9 C I V � � ��P GB I SCL STA. 9+96.0p, TO STA. --P+61.83 JANUARY 2017
TF�F_ CALF 0� N 1% DA CHECKED BY: APPROVED °Y; DRAWING N0. p
WENDE L L. IWATS RU EXP. 6730-1( WLI 4 6/8/17 5608 0
CITY ENGINEER R.C.E. 51152 DATE
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