HomeMy WebLinkAbout3685-2y
11+00
SEWER LINE 'B'
SEE SHEET 3
1189.29 TOP S.D. LINE "A"
1189.97 BOT. SEW LAT.
0.68' CLEAR I
11+51.50
S.D. X-ING 2'-- ' 1
� 2' �
4
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1 ,
12+00
UNE "B"
SEE SHE
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PROP.
100-00 IINV �. i
r 4 PROP. 8" WATER
10+00.00 C •�. • •
13+00
14+00
15+00
SEE RIGHT
MATC H L I N E STA. 15+50.00
-4I
/ \ 15+45.00
1190.11 INV
r,
29
15+ 18.00
1 190.03 INV
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+ 00
00
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1 189.90 vINV 4
14+98.81
CL MH 4 2
SEWER LINE 'A'
L
0 17+78.69
Ln N10'55'24"W 4 1193.61 INV
15+86.46
L0
CL M'H-5 2 -/- PROP R/W _ �,....
LL: Q
w 16 00 N26'21'43"E 17 00 1
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w W J M T WN CIR._.41
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VPROP. RR/W ->
CDS 444+ �+ CPN G1
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31 °0 32 33 34 z� 35
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\_95% COMPACTED 1
Iil BACKFILL � IIII
3000 P.S.I. IIII
CONCRETE c 6"
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,,,--GROUND SURFACE
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W
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d
SEWER OR WATER MAIN
NOTES:
GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL
TO BE USED FOR BACKFILL AND COMPACTED TO 95%.
CONCRETE ENCASEMENT SHALL BE 3000 P.S.I. CONCRETE
POURED AGAINST UNDISTURBED EARTH.
LENGTH OF CONCRETE ENCASEMENT PER PLAN.
+94.12 2
MH 6
DESIGN
STATION
N
BACKFLOW
YES OR NO
18
11+23.00
NO
19
S
1 J
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C +
12+50.00
`�
NO
0
12+75.00
40' >
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19
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z
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23
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17+27.00
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17+62.00
NO
36
17+90.00
NO
a,
00 00 0
d- 9+94.43 LINE
0 11+79.56 33" IRUNK
SEWER 3 6
5 zCIL MH #1
ooJOIN
EXIST.
EXIST. 33" SEWER
PER DWG. NO. 1494
EXIST. 12' X 9'
R.C.B. STORM DRAIN
- --
PER DWG. NO. 1590
FOOTHILL BVLD .
z oz27
X26 o
�MM
+ 00
00
Ci �^
1 189.90 vINV 4
14+98.81
CL MH 4 2
SEWER LINE 'A'
L
0 17+78.69
Ln N10'55'24"W 4 1193.61 INV
15+86.46
L0
CL M'H-5 2 -/- PROP R/W _ �,....
LL: Q
w 16 00 N26'21'43"E 17 00 1
J Cn1 -
w W J M T WN CIR._.41
C/ / _.
VPROP. RR/W ->
CDS 444+ �+ CPN G1
rn cCn v o
31 °0 32 33 34 z� 35
z z� <
< C
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IIII
\_95% COMPACTED 1
Iil BACKFILL � IIII
3000 P.S.I. IIII
CONCRETE c 6"
IIII 0e
ti•
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+
IIII �
` 6' MIN III
.v 6• a
,,,--GROUND SURFACE
////=////; � ff////
W
z
0
N
W
d
d
SEWER OR WATER MAIN
NOTES:
GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL
TO BE USED FOR BACKFILL AND COMPACTED TO 95%.
CONCRETE ENCASEMENT SHALL BE 3000 P.S.I. CONCRETE
POURED AGAINST UNDISTURBED EARTH.
LENGTH OF CONCRETE ENCASEMENT PER PLAN.
+94.12 2
MH 6
W
SEWER CONSTRUCTION NOTES:
01 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER MAIN
CONCRETE ENCASEMENT DETAIL
-------- = PROFILE
HORIZ 7r=_-40'
VERT 1 "=4'
_- PLAN
LOT
NUMBER
DESIGN
STATION
N
BACKFLOW
YES OR NO
18
11+23.00
NO
19
11+80.00
1 J
NO
C +
12+50.00
`�
NO
0
12+75.00
� aq
NO
W
SEWER CONSTRUCTION NOTES:
01 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER MAIN
CONCRETE ENCASEMENT DETAIL
-------- = PROFILE
HORIZ 7r=_-40'
VERT 1 "=4'
_- PLAN
LOT
NUMBER
DESIGN
STATION
"AS BUILTS"
BACKFLOW
YES OR NO
18
11+23.00
NO
19
11+80.00
NO
20
12+50.00
6�
NO
21
12+75.00
INSTALL
NO
22
13+40.00
NO
23
13+65.00
NO
24
14+32.00
NO
25
14+55.00
NO
26
14+90.00
NO
27
14+94.00
NO
28
15+05.00
NO
29
15+18.00
NO
30
15+45.00
NO
31
15+77.00
NO
32
16+35.00
NO
33
16+70.00
NO
34
17+27.00
NO
35
17+62.00
NO
36
17+90.00
NO
2�
CONSTRUCT
48" STANDARD PRECAST SEWER MANHOLE PER CITY OF FONTANA STD. DWG NO. 112
3O
CONSTRUCT
60" STANDARD PRECAST SEWER MANHOLE PER CITY OF FONTANA STD DWG. NO 113
4�
INSTALL
4"
V.C.P. EXTRA STRENGTH SEWER LATERAL PER CITY OF FONTANA STD. DWG NO. 125
5�
INSTALL
8"
GRAPHIC SCALE
D.I.P. CL -50 SEWER MAIN
6�
INSTALL
40 0 20 40 80
MANHOLE SAFETY LEDGE PER A.P.W.A. STD. DWG. NO. 330-1
�7
INSTALL
CONCRETE ENCASEMENT PER DETAIL HEREON
( IN FEET )
1 inch = 40 ft.
Z REV. REVISION DESCRIPTION DATE ENGR. CITY DATE PREPARED FOR: BENCH MARK: PREPARED BY:
2 DIGALERT SHOULD CONTSTRUCTION OF REQUIRED CITY OF FONTANA
IMPROVEMENTS NOT COMMENCE WITHIN AT THE NEC FOOTHILL BLVD. AND EAST AVE., 43 FEET OFESSf 10390 Commerce Center Dr., Ste, 200
OV Rancho Cucamonga, California 91730 SEWER I M P R O V E M E N T PLAN
TWO YEARS OF THE DATE OF APPROVAL NORTH OF CL FOOTHILL BLVD. 60 FEET EAST OF �o P N
DIAL TOLL FREE o FIELDSTONE COMMUNITIES, INC. �����<<,�i Phone (909) 581-0876
SHOWN HEREON AND CARRIED FORTH IN A EAST AVE., SET DRIVE PIN W/C.S. TAG IN APPROX.
1-800-227-2600 CENTER TOP OF EAST WINGWALL FOR BRIDGE s FAX (909) 581-0696 DRAWN BY: SC SCALE: AS SHOWN
z DILIGENT MANNER, THE CITY ENGINEER MAY 2 ADA, SUITE 200 w �o. 0047255 m I Civil Engineers Land Surveyors TRACT NO. 16317
AT LEAST TWO DAYS �� z' REQUIRE REVISIONS TO THE PLANS TO IRVINE, CA 92618 #54-379 OVER ETIWANDA FLOOD CHANNEL. Exp. 12/31/05 m Job Number: 655.0101 DESIGNED BY: JC DATE: 11/29/04
BEFORE YOU DIG
BRING THEM INTO COMFORMANCE WITH 949 790-5400 s, �,� CHECKED BY: LAPP ED DWG N0. OF
CONDITIONS AND STANDARDS IN AFFECT ELEVATION: 1194.630 ,T �� �� LJ _
F OF C .\F
STEVE L. ELLIS DATE CITY ENG- EER R.C.E 5111522 3685 3
UNDERGROUND SERVICE ALERT Z 'Ito of
OF SOUTHERN CALIFORNIA I.��b �� 1 NC7�J 5 1107