HomeMy WebLinkAbout3140-2(:UN51. 50.39 Lr - tt - -- - - _ y---- -------;
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VERT STR NGTH VCP 1,
- - -+
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i
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11+00 12+00 13+00 14+00 15+00 PLAN 1 "= 40' 16+00 17+00
* NOTE:
CONTRACTOR TO VERIFY LOCATION
PRIOR TO START OF CONSTRUCTION.
40'
SCBE: -
.CORD DRAW, ,
0 DRAWINGS HAVE
a t 17- BASIS OF INFORMATION COUP41'
ow OTHERS. THE ENGINEER WILL NOT'!
3LE FOR ANY ERRORS OR OMIGSION"b r'I�'4,H
�N INCORPORATED INTO THE DOGUMENTB A I
A THEREOR
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
A 13'37'25"
395.00'
93.92'
f ( C
B 07'29'23"
595.00'
77.78'
38.94'
C 26'14'36"
595.00'
-w
138.70'
D 20'56'04"
m
237.86'
�
5
N
NO
6
O
O
o
N ?
AS -BUILT
,-
+Z
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EXIST. 52.53' LF N 8"��
YES
9
15+11.00
EXTRA STRENGTH VCP
YES
10
15+89.00
PER DWG NO. 3034
NO
11
f
10+00
YES
(:UN51. 50.39 Lr - tt - -- - - _ y---- -------;
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f t -E
-------
1
-
1 4V
VERT STR NGTH VCP 1,
- - -+
,
i
I
11+00 12+00 13+00 14+00 15+00 PLAN 1 "= 40' 16+00 17+00
* NOTE:
CONTRACTOR TO VERIFY LOCATION
PRIOR TO START OF CONSTRUCTION.
40'
SCBE: -
.CORD DRAW, ,
0 DRAWINGS HAVE
a t 17- BASIS OF INFORMATION COUP41'
ow OTHERS. THE ENGINEER WILL NOT'!
3LE FOR ANY ERRORS OR OMIGSION"b r'I�'4,H
�N INCORPORATED INTO THE DOGUMENTB A I
A THEREOR
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
A 13'37'25"
395.00'
93.92'
47.18'
B 07'29'23"
595.00'
77.78'
38.94'
C 26'14'36"
595.00'
272.53'
138.70'
D 20'56'04"
651.00'
237.86'
120.27'
5
13+01.00
NO
TOLL FREE -qmmpp-1 -8(
A PUBLIC SERVICE BY UNDERGROUND
7-2600
CE ALERT
REV.
REVISION DESCRIPTION
SCALE IN FEET
40 80 120 160
77 i
7 ]
18+00
\J�
SCALE
1"
40v
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19+00
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20+00 21+00
CONSTRUCTION NOTES
1O CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO. 112 (I.D.=48") & 114.
O INSTALL 8" EXTRA STRENGTH V.C.P. SEWER PIPE
J INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER CITY OF FONTANA STD. DWG. NO. 125.
J REMOVE EXIST. 8" VCP STOPPER AND JOIN.
BENCH MARK: #8-17 CALTRANS BASIS OF BEARINGS:
FOREST GLEN DRIVE BRASS CAP IN CONCRETE S.C.E. TOWER THE BASIS OF BEARINGS FOR THIS MAP IS
THE SOUTH LINE OF THE NORTHEAST 1/4
LEG, 343' N/0 HIGHLAND AVE., 0.20 LINE
SECTION 26, T. 1 R. 6 W. SAN
MI. W/O SAN SAVAINE RD. , 2.65 MI. BERNARDINO MERIDIAN SHOWN AS
W ALONG HIGHLAND AVE., FROM SIERRA N89'37'36"W ON A MAP FILED IN BOOK 88
AVE. PAGES 36-42, INCLUSIVE, OF SURVEY,
GI PVAnnN- 1428.6090 RECORDS OF SAN BERNARDINO COUNTY
DATE I ENGR. I CITY I DATE
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.
Prepared Under The Supervision Of
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
DRAVIN BY:
10601 CHURCH STREET , STE. 107 DLS/SS
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311 DESIGNED BY
C DLS
a4��� Date CHECKED BY:
R.C.E. 621193 EXP. 9-30-05 MC
LOT NO.
DESIGN
"AS BUILT"
BACKFLOW
1
10+72.00
NO
2
11+75.00
YES
3
11+96.00
YES
4
12+76.00
YES
5
13+01.00
NO
6
13+83.00
YES
7
14+04.00
YES
8
14+87.00
YES
9
15+11.00
YES
10
15+89.00
NO
11
16+84.00
YES
12
17+71.00
NO
13
17+92.00
NO
14
18+85.00
YES
15
19+05.00
YES
16
19+93.00
NO
17
20+13.00
NO
18
21+07.00
NO
19
19+12.00
YES
20
17+86.00
NO
21
17+61.00
NO
22
16+48.00
YES
23
16+19.00
NO
24
15+02.00
YES
25
14+79.00
YES
26
13+71.00
YES
27
13+42.00
NO
28
12+32.00
YES
29
12+07.00
YES
30
10+99.00
YES
31
10+86.00
F
NO
CITY OF FONTANA, CALIFORNIA
SEWER PLAN
TRACT NO. 15842 AAs SHOWN
FOREST GLEN DRIVE DA MAR 2002
APPROVED BY: , DRAVA G NO.:
F.F. r'�`'\ g%r` 3140 2 4
- iD/t CITY ENGINEER R.C.E. 51152 DATE
J:\SUMITT\TR15842\sewer\sew3.dwa. 09/23/2002 02:17:43 PM. BL