HomeMy WebLinkAbout2979-4SCALE.
40,
SHCALNE EEK
SEE 94W MO 5
DDT
C7A
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la
DIAL TWD WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALER
SCALE IN FEET
80 120 1
)\'rte 3
LA COSTA PLACE
(PHASE 1)
"A'
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND�j ,
FURNISHED BY OTHERS, THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
EC. OM( CA, T R. 1 t&4 b I -0 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.
BENCH MARK: No. 615 (BASIS OF BEARINGS
CONSTRUCTION NOTES:
0 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
2O CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (ID=48").
4O INSTALL 4" V.C.P. SEWER LATERAL PER CITY OF
FONTANA STD. DWG. NO. 125.
O5 INSTALL BACKWATER VALVE DEVICE.
TR NO. 116t77
13
DELTA/BEAMG RADIUS
LEWDIST.
TANCO8NT
A
N
25'38'04"
W
234.30
16
B
YES
11'37'36"
495.00
100.45
50.40
C
N
37'15'39"W
18+81
124.00
20
D
N
23'08'20"
W
21.62
40
E
NO
19'58'50"
305.00
106.36
53.73
F
N
03'09'30"
W
120.77
G
09'56'23"
1 1005.00
174.35 1
87.39
H
DDT
C7A
00Z,��HwMM,....
la
DIAL TWD WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALER
SCALE IN FEET
80 120 1
)\'rte 3
LA COSTA PLACE
(PHASE 1)
"A'
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND�j ,
FURNISHED BY OTHERS, THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
EC. OM( CA, T R. 1 t&4 b I -0 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.
BENCH MARK: No. 615 (BASIS OF BEARINGS
CONSTRUCTION NOTES:
0 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
2O CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (ID=48").
4O INSTALL 4" V.C.P. SEWER LATERAL PER CITY OF
FONTANA STD. DWG. NO. 125.
O5 INSTALL BACKWATER VALVE DEVICE.
TR NO. 116t77
13
1b+bb
YES
14
16+36
YES
15
17+15
YES
16
17+67
YES
17
17+84
YES
18
18+61
YES
19
18+81
YES
20
19+28 0 WYE
YFS
31
11+27
NO
32
11+47
NO
33
12+25
NO
34
12+48
YES
35
13+49
NO
36
13+69
YES
37
14+49
YES
38
15+88
YES
3g
16+91
YES
40
17+11
NO
41
17+94
YFS
43
1 18+tib
NO
61
14+53
NO
62
13+73
NO
63
13+53
NO
64
12+79
NO
65
12+29
NO
66
12+13
Nn
68 1 U+6 / YES
69 10+46 YES
70 1 10+07 1 1 vFc
RAILROAD SPIKE
AT INTERSECTION
PREPARED IN THE OF
MADO EANDASSOCIAT SE INC.
HE BEARING
OF N89'30'06"E ALONG
1060107
RANCHO CUCAMONGA,T CA ST91 7 0
PHONE (909) 948-1311
(
OF CITRUS AVE.
AND LOS CECROS
SCALE:
AS SHOWN
HE No. LINE
OF SEC. 30, T.1N.,R.5W.,
CHECKED B .
GFB RC—I
AVE., IN POWER
POLE N0. 9011E
Date : (Z—( O
S.B.M. PER R.S.
58/5, WAS USED AS
ON THE EAST SIDE
OF CITRUS AVE.
HE BASIS OF
P
BEARINGS FOR THISLAN.
SIERRA LAKES SPECIFIC PLAN
ELEVATION:
1467.59
Prepared Under The Supervision Of :
CITY OF FONTANA, CALIFORNIA
PREPARED IN THE OF
MADO EANDASSOCIAT SE INC.
SEWER IMPROVEMENT PLANS
1060107
RANCHO CUCAMONGA,T CA ST91 7 0
PHONE (909) 948-1311
(
DRAWN BY:
CFB
TRACT NO. 16177
LA COSTA PLACE
gTA, 10+00.00 TO STA. 19+36.10
,
SCALE:
AS SHOWN
DESIGNED BY:
CFB; ' .
SEPT. 2001
CHECKED B .
GFB RC—I
APPROVED BY:
DRAWING NO.: 4
2979 7
Date : (Z—( O
R.C.E. 2183 EXP. 9-30—OS
CITY ENGINEER R.C.E. 51152 DATE