HomeMy WebLinkAbout3472-310+00 11+00
9 I
rn a; 8 7 5 5 6 5 1
10 + +
ST. STA. 10+00.00 BROADMOOR WAY o o
=17+44.34 BETH PAGE DR.
10+00.00 CL MH 14 BROADMOOR WAY - — - - - -
=18+78.11 CL MH BETH PAGE DR.
=ST. STA. 9+95.00 BROADMOOR
��--
/ PROP. 8 WA TER �
y IV5 28'06" E BROADMOOR
/ Z- --- - _
I 5'' rn PROP. R/W
12 1 + 0:1(TRI N
I I 24 � ±
I 5
I I 23 4 m± 5 25
I ' I
F
� � 4
13 - 1 �4 1 I I06
~
20 4
20' p' v'
BEry PA TR 16099-1
SEE S E �R/VE
yEEr 2
12+00 13+00
1 4
s 4
41)
C6 3s
^"' s 2
r
h �
s
26 � �� \
CURVE DA TA
0
A
R
L
T
0
34 58'02"
295.00'
180.04'
92.92'
27 1 ��
�Q'
O I
x
LJ Ly"
FUp !rr G 1 H
Flc_'ZP iNSJ ELL: P:N-i ANY I ,2. Q!Is C'7 . �.,? �,r r 1 1.7
HAVE MEN INCORPORATED INTO THE DOCIJi 'iANT: ' A3
TOLL FREE 1-80
A PUBLIC SERVICE BY UNDERGROUND
14+001 PLAN 1 "= 40'
A
10+00
SCALE IN FEET I I I
40 80 120 160 ( I
14 I I
� � I
I I
I
0 15 4' I I
TRACT 20 20�' L7'
22
11+00
BOUNDARY Z� PROP. R/W
15
5' PUE
v
ST. STA. 10+00.00 SPY GLASS CT.
AS -BUILT STA.
BACKFLOW
I
10+19
=ST STA. 14+85.39 BETH PAGE DR ---t,.
8
10+39
YES
23
10+59
10+00.00 CL MH #3 SPY GLASS CT.
I-
7
10+94
YES
6
=16+20.05 CL MH BETH PAGE DR.
?
=ST. STA. 9+95.00 SPY GLASS CT.
11+26
YES
25
11+46
4
I
5
3 f
o
4
11+85
I
YES
NI
11+98
NO
3
12+33
NO
2
12+53
NO
27
12+89
NO
1
12+92
NO
18
10+57
NO
22
10+62
�I
Q
11+14
i
21
5
NO
20
11+49
NO
16
11+65
I
19
--J
NO
o
6
BETH
PA GE DRIVE
SEE SHEET 2
CONSTRUCTION NOTES:
20 la- INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
Q 3 3663 2O- CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
E"'t FONTANA STD. DWG. NO. 112 (ID=48").
17 INSTALL BACKFLOW DEVICE.
INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
CITY OF FONTANA STD. DWG. NO. 125.
21
12+00
20 �I
PROP. V 8" WA'TE
N-74'49LJ8" L -1, �j ,
SPY GLASS COURT
18 17`=' 16
R 16099-1
COMMENCESHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
YEARS
. APPROVAL
SHOWN t r N AND CARRIED FORTH IN A DILIGENT MANNER,
THE I Y ENGINEER i' i iAY REQUIRE REVISIONS NTO THE PLANS TO
STANDARDSBRING THEM INTO CONFORMANCE WITH CONDITIONS AND
\J
II
BENCH DARK: # 615 BASIS OF BEARINGS:
E EAST UNE OF SECTION M, TOWNSHIP 1
RAILROAD SPIKE AT INTERSECTION OF NORTH, RANGE 5 WEST, SIN BERM4RDINO
CITRUS AVENUE AND LOS CEDROS WERID10. SHOWN AS NOO'27'43'W ON
AVENUE; IN POWER POLE NO. 9011E TRACT MAP 15908 MED IN BOOK 271,
ON THE EAST SIDE OF CITRUS AVENUE. PAGES 34 THROUGH 39, INCLUSIVE; OF
RECORDS OF SURVEY, RECORDS OF SUV
ELEVATION: # 1467.59 BERWDINO COUNTY.
SEWER LATERAL TABLE TRACT NO. 16099-1
Prepared Under The Supervision Of
PREPARED ON THE GFME OF
MADOLE AND A38000ATES, OOC.
DRAWN BY:
10601 CHURCH STREET, STE.107 JV
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311 DESIGNED BY:
M'
a,,J L"
Date: CHECKED BY:
E 62183 i EXP. 9-30-05
LOT #
DESIGN STA.
AS -BUILT STA.
BACKFLOW
9
10+19
YES
8
10+39
YES
23
10+59
YES
7
10+94
YES
6
11+14
YES
24
11+26
YES
25
11+46
YES
5
11+64
YES
4
11+85
YES
26
11+98
NO
3
12+33
NO
2
12+53
NO
27
12+89
NO
1
12+92
NO
18
10+57
NO
22
10+62
NO
17
11+14
NO
21
11+29
NO
20
11+49
NO
16
11+65
NO
19
11+72
NO
UTY OF FONTANA, C AL FORMA
SEWER IMPROVEMENT PLANS
TRACT 16099 & 16099-1 SCALE -
SHOWN
BROA DMOOR WAY AND DATE
SPY G.LAS COURT 12-02-03
BY: DRAWING NO.:P i i - 4 Li Z• 'e ENGINEER R.C.E. 51152 DATE 3472
cam
JA826-1175\sewer\sew03.dwa. Plot. 12/02/2003 04:48:56 PM. fs