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INSTALL 291.60 L.F.
-7
RASTRENGTH V.C.P. SEWE
8
INSTALL 80.35 L.F. INSTALL 219.32 L.F. PROFILE
4J�,-
44-
44 -4-
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--------- 4- QHg
RPA
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Et t
ENGHT
8" EXTRA STRENGTH V.C.P. SEWE
XTRA S HORIZ 1 40' -7
8 E
FTL_ j
V.C.P. S4WER---'
17 VERT 1 "= 4'
104M 11+w 12+00 134M PLAN 1*= 40 10+w 124W 13+00
SCALE IN FEET
CAMARGO PLACE
SEE RIGHT
0
02
7-
56'
IV 18 1811--721
1 5'
DI:Zl 10
pFSToN 9
FY
SEE S14T. No -
8
0 4
4
4 4
4
A
------------ ------
127
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7/ f
10
00
PROP. WATER __cn
126 00 L2
C
-71
4+1 - -----
/7 x
0 TYP.) 0
+
00 4
4 m C,
0 C14 4
125 0 -7 0
I \ V., 28 27 26 25 24
3
LOT NO.
DESCIN
AS-BULT BACKIFLOW
8
10+55.32
NO
9
11+24.21
NO
10
11+40.21
NO
11
11+90.21
NO
12
12+83.49
NO
24
13+01.07
NO
25
12+94.45
NO
26
12+48.56
NO
27
11+64.56
NO
28
1 +48.56
NO
29
10+60.64
NO
"'OPH'"D DHA�6'
THESE, x ",O)RD 08*moic�, A 49 F!Ill
PART, 0�--4 I r BASIS OF 1 �4 ro a r �Or i.,30��
MAIDSTONE LANE FURNISHEL-) k'�v OTHERS, TH�
FOR ANY ERPORS Of� OMJ��
HAVE BEEN INCORPORATED INTO THE DO�
LINE TABLE
LINE BEARING LENGTH
Ll S77*58'37"W 36.11'
L2 N87*20'45"E 223.33'
0
InEffil 1"71 RAIN 1111 , I ON
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CONSTRUCTION NOTES:
(D --INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
g -CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. No. 112 (ID=48").
&-INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL
PER CITY OF FONTANA STD. DWG. No. 125.
(D --INSTALL BACKFLOW DEVICE.
CURVE TABLE
CURVE DELTA I RADIUS I LENGTH ITANGENT
cl 9-22'08" 1 295.00'1 48.24' 1 24.170
REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
CAMARGO PLACE -
LINE TABLE
LINE
= BEARING ILENGTH
Ll
I SOO-27'22"E 1 135.91
31-00'51" 295.00
1 159.68 1 81.85
MAIDSTONE LANE
SCALE: 1 40
SEE LEFT
15
1
4
00 4
16
1
18 18
/
C\2
i
5
�1_
13 4
I �
12
4
C\2
-------------------------
01
\AL
-
00
Ll
12
10
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)-P WATER
- - - - - - -
LO - 10
00
co
C\2
5 D.U.E.
(7 YP.) 4
2
4 -
0
LOT NO.
DESM
AS-BULT BACKfLOW
-- ----
0
4
17
0
13
11+42.80
NO
+ m
1�
14
12+35.90
NO
0
0)
15
12+59.76
NO
Q),
4
+
C14
16
12+86.54
No
N�5 x x
5 5
19 18
17
12+61.97
NO
l\
23 22 21
20
18
12+14.77
NO
49
19
11+99.81
NO
20
21
11+21.76
11+05.76
YES
YES
22
10+23.37
YES
CONSTRUCTION NOTES:
(D --INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
g -CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. No. 112 (ID=48").
&-INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL
PER CITY OF FONTANA STD. DWG. No. 125.
(D --INSTALL BACKFLOW DEVICE.
CURVE TABLE
CURVE DELTA I RADIUS I LENGTH ITANGENT
cl 9-22'08" 1 295.00'1 48.24' 1 24.170
REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
CAMARGO PLACE -
LINE TABLE
LINE
= BEARING ILENGTH
Ll
I SOO-27'22"E 1 135.91
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 WITH CONDITIONS AND
STANDARDS IN EFFECT.
CURVE TABLE
CURVE
DELTA RADIUS
I LENGTH ITANGENT
Cl
31-00'51" 295.00
1 159.68 1 81.85
BENCHMAW: No. 615 BAW OF BEARIINM
RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89*30'06"E ALONG
OF CITRUS AVE. AND LOS CECROS THE No. LINE OF SEC. 30, T.lN.,R.5W.,
AVE., IN POWER POLE NO. 9011 E S.B.M. PER R.S. 58/5, WAS USED AS
23 10+09.64 YES 2
Ck
c
c
r
ON THE EAST SIDE OF CITRUS AVE. THE BASIS OF BEARINGS FOR THIS
ELEVATK)N: 1467.59 1 PLAN. SIERRA LAKES SPECIFIC PLAN
Prepared Under The Supervision Of
ESS/ PREPARED IN THE OFFICE OF
SIS11 MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET , STE. 107 DRAWN BY.
No RANCHO CUCAMONGA, CA 91730
Lu 62183 m
w ;V MA
Exp: 9-30-05 PHONE (909) 948-1311 DESIGNED BY-
CFB
C/V\
C A U Date 21 CHECKED BY(
I R.C.E. 6218�( EXP. 9-30-05 % SCL
CITY OF FONTANA, CALIFORNIA <
SEWER IMPROVEMENT PLANS
SCALE:
TRACT 'NO. 16097 AS SHOWN
DATE:
MA17ONE LAI AMARGO PLACE
C OCT. 2001
AP D B Y -
DRAWING NO.: 4
2981 7
CItY ENGINE .E. 51152 DATE I