HomeMy WebLinkAbout2047-1B?� 21
C/L SEWER LINE "D"
STA 25+94.90
END SEWER
8 9 10 11
tk
CA SEWER LINE "D" CA SEWER LINE "D"
STA 8+22.08= STA 9+00.00
CA SEWER LINE "F" REMOVE TEMP. CLEANOUT CONSTRUCT SEWER AND
STA 1+00.00 AND JOIN EX. SEWER APPUTENANCES PER
ASEWER IMPROVEMENT PLANS
TRACT NO* 14276
21 LOTS
SEWER IMPROVEMENTS
CA SEINER LINE "G"
STA 1+85.00
END SEWER
CA SEWER_ LINE "D"
STA 14+00.00
CONST. TEMP. CLEANOUT
CA SEWER LINE "G"
STA 3+70.24
/cQP 5
CA SEWER LINE "A"
STA 26+46.20
i END SEWER
l DRIVE !� -
/
10 11 \
6 1 9
4
�
/ 7
3 8 Q
2 ?�
14
15
40 '
41 16
42 39 ?�
17
\ 43
38 18
37
±� 19
F'• }
S~
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12
13
CA SEWER LINE "G"
STA 5+46.67=
CA SEWER LINE "A"
STA 24+92.25
N
SCALE: 1"=100'
JL / CONSTRUCT SEWER AND
24 APPUTENANCES PER
SEWER IMPROVEMENT PLANS
F"%r_MVYG IGIVII'. VLL.MPIVV 1
AND JOIN EX. SEWER
TRACT NO. 14276-6&
26 LOTS
SEWER IMPROVEMENTS
SEWER IMPROVEMENT PLANS
�k RLCORD DRAWING
The information on this drawing is obtained from others and
must be verified m the field by anyone prior -to use or
construction. HALL & FOREMAN, INC. is not responsible -for
underground facility locations or depictions. All above ground
facilities can be readily seen and verified by the parties that
inter •to use s'ne-
C/ L SEWER LINE "A"
STA 19+17.00
REMOVE TERMINAL CLEANOUT
NOTE:
SHOULD CONSTRUCTION OF TRACT 14276-5
PRECEDE TRACT 14276-2 OR TRACT 14276-6
THEN IT WILL BE NECESSARY TO EXTEND SEWER
"LINE A" THROUGH THOSE TRACTS.
.tet
C/L SEWER LINE "D"
vP STA 17+09.50
.�?::}
4 S}h
:, .:
Ex, SES
2 Z�
3 Z `
mom
kv
ti
/ 4
V
\.h 5 ..
4 4`Y:
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P:.
D SEWER CONSTRUCTION NOTES & QUANTITIES:
ITEM
DESCRIP110N
QUANTITY
UNIT
TR. 14276-4
TR. 14276-5
TR. 14276-6
TR. 14276-7
TR. 14276
Ot
CONSTRUCT 8° EXTRA STRENGTH V.C.P.
223
1,149
634
773
492
LF
O2
CONSTRUCT 48° DIA. PRECAST CONCRETE MANHOLE PER CITY OF FONTANA
STD DETAIL 112.
2
5
2
2
2
EA
O3
CONSTRUCT 48° DIA. PRECAST CONCRETE MANHOLE AT CUL-DE-SAC PER
CITY OF FONTANA STD DETAILS 112 & 114.
1
1
EA
O4
CONSTRUCT 4" EXTRA STRENGTH V.C.P. HOUSE LATERALS PER CITY OF
FONTANA STD DETAIL 125.
115
1,204
728
840
603
LF
O
NSA
-
-
-
-
-
5A
CONSTRUCT TEMPORARY TERMINAL CLEANOUT AT THE END OF THE PHASE
BOUNDARY PER CITY OF FONTANA STD. DETAIL 128.
-
-
1
1
1
EA
O6
REMOVE EXISTING 8° V.C.P.
-
-
-
-
-
LF
O7
REMOVE TEMPORARY TERMINAL CLEANOUT AT PHASE BOUNDARY AND JOIN
1
1
1
1
1
EA
�5TCONSTRUCT
SEWER MAIN CONCRETE ENCASEMENT PER DETAIL ON SHEET 1.
-
-
-
-
-
LF
21 22
20
A.v. 23;.
;
>>' 19<
24
h*J4
:h4• F
18
gyp.'25$° r:
{. Al :
Q` 17 26
4.
C/L SEWER LINE "D"
STA 5+55.00 s'¢ 16
Q'r tea.
REMOVE TEMP. CLEANOUT'f_, . 27 �
AND JOIN EX. SEWER r`
15 �
28
QQ' 14 p�
s 29SCALE: 1"=100'
•2
4 t
Q <
9 10 11 12 13 'k 4, F;
30 .
FOXFIEL.D'
,s.. LINE •o - - -- -- :.o vv. LANE
8 7 6 5 4
CA SEWER LINE "D"
STA 14+00.00
f:
REMOVE TEMP. CLEANOUT .....- ,.
"
AND JOIN EX. SEWER `• '•" �� � �� �� � �� �� � _
C�
Ef
" C/L SEWER LINE -D-
STA
C/L SEWER LINE "D" STA 9+00.00 Q��SS/���
ASTA 8+22.08= REMOVE TEMP. CLEANOUT ��`� �RT�® (�
AND JOIN EX. SEWER
CA SEWER LINE "F"
TRACT NO, 1427 4Uj
TRACT N o, 142 7 - 7 STA 1+00.00 No. 28229
Exp. 3/31/g8
�o LOTS ��� Civl\. �
5 LOTS RECORI) bRAVJ I G
\� r
SEWER IMPROVEMENTS SCALE: 1"=100' SEWER IMPROVEMENTS
CITY OF FONTANA, CALIFORNIA
6 PHASING REVISIONS— ADDED SHEET 18 11-14-95� PUBLIC WORKS DEPARTMENT
72 j
DAFy r.AC7r i%?7d, 7-,el-,97REWRo R�wa_DRAWN BY
moorman inc. SEWER & WATER IMPROVEMENT PLANS SCALE:
-6, —7 KDL 11,=100'
omr . Civil Engineering • Planning • Surveying • Public Works DESIGNED BY
13821 Newport Ave,, Suite 200 • Tustin, CA 92680-7803 • 714/544-3404 DC SEWER PHASING P
CHECKED BY ®TRACT N 0. 142762 —41 —51 —62 —7 DATE:
PREPARED UNDER THE SUPERVISION OF: SS
ENGRS.
%, . C., 11-14-9 APPROVED JOB N0. DR. N0. SHIT. N0.
REVISIONS APPROVAL DATE APPROVAL DATE C. HOGAN C.E. 26229 DATE: 4458-002- CITY ENGINEER R.C.E. 2047 113 OF 14
12-13-95 18:53.46
E:\4458\4458SPIB