HomeMy WebLinkAbout1516-2Proposed 8_`." V.C.P. Sewer Main:
Proposed 8"....V..C.P.....Sewer . Main ...
Construct 118.87LF of 8" V.C.P.
BEECH AVENUE
32'
31
tn
w
45.85'
30
h,
55.00
29
55.00'
Proposed 8" V.C.P. ' - 313'
316.94'
0400.00 HAWTHORNE 4" V.C.P. laterals
(typical)
=15+00.27 BEECH
28
FREMONTI A AVENUE
See Sheet 3
12-.-
.
ti
HAWTHORNE
woe
r
18'
27
69.85'
I0
70.15'
Proposed 8"V.C.P. — 231'
235.00'
7=►.
SULTANA AVENUE
See Sheet 1
18'
18'
AVENUE
R.
9
70.74'
Proposed 8" V.C.P — 119'
115.87'
N89°32'29" E - 667.8 1'
35.12.
3+16.94 HAWTHQRNE
= 0+00.00 FREMONTIA
36.30
Estimate of Quantities
Const. manholes (MH 2 , MH3) per City Std. 112
Const. 4" V.C.P. house laterals
exact locations and lengths to be determined on site
Const. 8" V.C.P. sewer main
2 EA
4 EA
663 LF
0+00.00 SULTANA
3b
Plug
HORZ SCALE
1"= 40'
/11 VERT SCALE
_O_ I"= 4'
GENERAL NOTES
(I ) All works shall be done in accordance with this plan and standards of the City of Fontana
and the standard special provisions for sanitary sewer construction in the City of Fontana.
(2) Excavation and trench work shall be performed in accordance with applicable state
construction safety orders. The contractor shall be required to show that a permit from
the Division of Industrial Safety has been obtained before the sewer construction
permit can be issued.
(3) All4" house laterals shall be installed on a 2% min. grade, unless otherwise approved
by the City Engineer. Terminate all 4" house sewer laterals and 84 sewer mains at the
property line with a plug.
(4) Sewer contractor shall chisel 'X' in the curb at the location of the lateral.
(5) All pipe shall be V.C.P. , no substitution allowed.
(6) Manhole frames and covers to be constructed by the sewer contractor 6" below finished
surface grade and upon completion of paving, the paving contractor shall raise the same
to finished grade.
(7) Adequate stakes shall be set by the Engineer to enable the contractor to construct the
works to the planned grades.
(8) Construction permits shall be obtained from the Fontana Public Works Department prior to the
start of any work within the City limits.
(9) All pipelines or substructures of any kind and all telephone or power poles, water meters,
valves, hydrants, irrigation structures etc. shown or not shown on this plan and located
within areas to be improved and interfering with construction, shall be relocated by others.
It shall be the contractor's responsib'llity to notify all agencies concerned before construction begins.
(10) "AS BUILT" plans shall be provided to the City by the contractor,
RECORD DRAWING
A.C. Pavement per County
of San Bernardino Std.
Selected native
soil max. size
compacted to 90%
TYPICAL BEDDING
For 8" V.C. P. less than 10' dee p
no scale
a "VCA' c, r i /L.rs
0-7o ecce//)
J. Exfer 1 /t,4 erg elgen7o�'e or
en ,n/ /o a pviilf c ri7ch
or W /81` oth'7/ r nv/
/77:31,4
rorrs �rpedon plan.
WM: %iii %lir` �"ii '
#4 at corne
see de ails 1/
ARCeu `h
t,77 o!/' t.?? pie's to Eet
or- ocher aviceptcrb/ tr 'r rc/ to
pre , fo prte veal Alpine Pe/wee r
prpc arc:' cater-er .
1/0e C/c cri'f',4r off/
cove V.
Special Construction- Construct 8" C.I.P. with mechanical joints or 8" V.C.P.
with special concrete. encasement per details above or 8" V.C.R grouted
in continuos steel ce5in9. Length shall be 5' clear each way from water main.
Special construction will be necessary where sanitary sewer mains or laterals
have Tess than 12" of clearance between the bottom of . the water main and
the top of the sewer.
Special construction will be necessary where the clearance between the bottom
of a storm drain and the top of the sewer mein 16 bette:n 6" and 18!'
Yhis condition ie not anticipated on this project.
CITY OF FONTANA, CALIFORNIA
WALTER W. HU
CIVIL ENGINEER
Drawn by
PUBLIC WORKS DEPARTMENT
11655 Countryside Drive, Fontana, CA 92335
10a,1.i w . - j 2/ it /7
WALTER W. HU RCE 29954 DATE
Designed by
SEWER PLAN
TRACT NO. 13328
HAWTHORNE AVENUE
SCAL E
HORZ 1"= 40'
VERT I"= 4'
DATE
z-���gs
Checked by
Approved by
CITY ENGINEER
RCE 18932
Dwg No.
15^1G