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3079'L.F;.
8' WATE
S=0.00.5
37.35 L.F.
S= 0.0040
• s
ilk
�o
t
'RC1
5+00 5+00 + + SCALES . +
9' 00 3 00 HORIZ 1 —40 2 00
VERT 1 "= 4'
k
1• G N
Y ui V
mZ M `1
N , Sn v N
r.1
of Els'so,
a -GE R. x,
N6. 13960
Exp. Dater
CIVIL
d
SEWER
WAILK
_ZX -z 1 ---Ea— AZ— TRA/Z f
SEE SHEET 2
N
w
>
Cal
V . 1A I VL s 1 i 1\L
UJ
W PCT E1.
L AlERAL
L°T
NQ.
I
_
1+00.00 C/L M.H. #1
t� p
ST. STA. 15+96.02
cn
!3
M O
STORM DRAIN
t t
ilk
�o
t
'RC1
5+00 5+00 + + SCALES . +
9' 00 3 00 HORIZ 1 —40 2 00
VERT 1 "= 4'
k
1• G N
Y ui V
mZ M `1
N , Sn v N
r.1
of Els'so,
a -GE R. x,
N6. 13960
Exp. Dater
CIVIL
d
SEWER
WAILK
_ZX -z 1 ---Ea— AZ— TRA/Z f
SEE SHEET 2
N
w
>
Cal
V . 1A I VL s 1 i 1\L
UJ
W PCT E1.
L AlERAL
L°T
NQ.
I
_
1+00.00 C/L M.H. #1
C94,31.3
ST. STA. 15+96.02
�h (9)
!3
\ PROPOSED
STORM DRAIN
PROPOSED
\\
SEWER
k%111 N
1(0
3+55.2
17
3}D4.4
15
2+(a1. 4
19
\\ ` c0
29
W
30
3 -tto"1.9
31
to
32
UP
p
No .
D
W PCT E1.
L AlERAL
L°T
NQ.
I
STA.
1i
C94,31.3
12
[o k01.8
!3
ti+1'1.4
14
4 4"70.2
15
44Z3.1
1(0
3+55.2
17
3}D4.4
15
2+(a1. 4
19
14- -73.9
29
2+88.0
30
3 -tto"1.9
31
3+99.9
32
4 +Los.;
33
4 +9811
1D
C0+51.1
UP
p
No .
D
CONSTRUCTION NOTES
QUANTITY
O
a ESTI MATE ' OoFR QUANTITIES
14275-1
4
CONSTRUCT 8" I.D."STEEL PIPE CML & C.
LSF.
No.
SEWER TRACTS 14275 is 14275-1.
UNIT
14276
14270-1
CONSTRUCT 8" EXTRA STRENGTH V.C.P.
L,F.
--�
1
n
CONSTRUCT 48" DIA. PRECAST CONCRETE MANHOLE
EA.
3
PER CITY OF FONTANA STD. DETAIL 112
E1.
--
—
0
CONSTRUCT 48" DIA. PRECAST CONC. M.H. AT CUL-DE-SAC
EA.
--
—
PER CITY OF FONTANA STANDATD DETAILS 112 6 114
EA.
—
—
®CONSTRUCT
4" EXTRA STRENGTH V.C.P. HOUSE
L.F.
—
—
LATERALS PER CITY OF FONTANA STD. DET. 125
EA.
—
1
CONSTRUCT TERMINAL CLEANOUT PER CITY OF FONTANA
EA.
—
—
ii
STANDARD DETAIL 128
EA.
—
12
CONSTRUCT TEMPORARY TERMINAL CLEANOUT AT PHASE
EA.
—
—
BOUNDARY PER CITY OF FONTANA STANDARD DETAIL 125
EA.1
REMOVE EXISTING 8" V.C.P.
L.F.
—
—
OREMOVE
TEMPORARY TERMINAL CLEANOUT AT PHASE
EA.
—
—
BOUNDARY AND JOIN
®CONSTRUCT
SEWER MAIN CONCRETE ENCASEMENT
L.F.
—
—
PER DETAIL ON SHEET No. 1
UP
p
No .
D
CONSTRUCTION NOTES
& ESTIMATE OoFR QUANTITIES
MATER TRACTS 14275 & 14275-1
QUANTITY
UNIT
14275
14275-1
4
CONSTRUCT 8" I.D."STEEL PIPE CML & C.
LSF.
CONSTRUCT 8" GATE VALVE
E1.
—
2
CONSTRUCT 8" TEE
EA.
—'
1
CONSTRUCT 8" X 450 ELBOW
CONSTRUCT 8" X 900 ELBOW
E1.
--
—
CONSTRUCT THRUST BLOCK
EA.
—
3
CONSTRUCT BLOWOFF PER STD. DWG. W 115
EA.
—
—
CONSTRUCT 1" A/V RELEASE VALVE PER STD. DWG. W 117
EA.
—
—
REMOVE PLUG AND JOIN
EA.
—
1
CONSTRUCT 1" SERVICE LINE PER STD. DWG. W 126
EA.
—
=1S
ii
CONSTRUCT 6" FIRE HYDRANT ASSEMBLY PER STD. DWG. W 112
EA.
—
12
CONSTRUCT 8" FLANGE & BLIND FLANGE
EA.
--
—
CONSTRUCT 8"x11-1/4 ELBOW
EA.1