HomeMy WebLinkAbout3119-4910
• i •
Cu
O
0
Lc')
Q
Li i
Ln
CD
0
T
cc
cc
a
a
4-,
0
cl
r-,
3
0
r
H
U
O
Cf)
O
O
N
O
O
N
ry
Ll-
C:)
LO
4r
d
Q 100=199 6 -S i : v0=192.7 CFS
- _-_ --- Q100=' �'� 2 GFS Q i 00=155.2 CFS _ Q100=127.1 CrS
VMAX=-9- PS __,,. VMAX=14.0 FPS VMAX=10.1 FPS VMAX=7.5 FPS VMAX=6.5 FPS
1
Z
N
r' STA 32+48.65
0 STA 30+47.46 �_. M.H.
II
RIM ELEV.=909.79
C.L. M.H.
RIM ELEV.=910.03
N W
Jm PROPOSED FINISHED
V) vo SUPcACE
I I 100 -YEAR H.G.L. -�-�
li--------------------��------------------ --_ C=-----
II
--- I I n
(---------_--------------------- I _ '3.38 _ LINE "B"
�-- 903.09
/ I LAT. "A-4" % INV -8-i' 902.80 902.80 ( I
" 100 -YEAR H.G.L. -- -% " INV 27" I ( INV 36"
I I LAT. A-3 902.01 10 I I -------- % LAT. A- 5�
INV 24"-- I I = 0029 I =_0.0025 _
I I I I ---- S--- ------- --
S=0 0029 - �---- ---- - - -
910 __ 910
100 -YEAR H.G.L_ �-
ii
'S=0.0062
i
L0
M
Lu CL Z N
o_ +
Z o�p
W p
M (7) N
w Z
(I
Q_ N'
O)
0 N
Z O
w Cr)
Q 100=39.3 CFS
JMAX --
2 0 917.75 \4F v 915.71 \
TOP BERM \ % TOP RISER
PROPOSED FINISHED
SURFACE I 914.88
4 F.L.
II
II
II
PRIVATE STORM DRAIN
PER SEPARATE PLAN
la•l
CONST. 18.00 L.F.
27" R.C.P. D-1350
CONSTRUCT 49.02 L.F. _ LATERAL "A- 5"
60" R.C.P. D-1350
SEGMENT 4 LIN APORIVON OF SEGMENT 5
„„ PROFILE SCALE: _-_ NOT A PART
NOT APART -SEE DRAWING NO. 3096 d ERT. -1" = 40' SEE DRAWING NO. 3096
VERT. - 1. = 4.
27+00 28+00 29+00 30+00 +00 32+00 33+00
O
DELTA
RADIUS
z
------�------I-----------
LENGTH
E
_-------------
45
00'
45.00'
---------------------------------------
F
45100,
ro
1 18.64'
1 1 35.34'
4O
CONSTRUCT 60" R.C.P.
ro
STD.
PLAN 3080-2,
RAILROAD
OdZ
CASE 3. SEE DETAIL
H .0
h- .0
Ori
Z
Oa-
CONSTRUCT 36" R.C.P.
(nmrn
(n Li
+
STA 10+97+98
11
O
000 z C'4> z
ON SHEET NO. 1.
PER A.P.W.A. STD. PLAN NO. 320-1.
O
r
--z�
SEE
SHEET NO. 8.
904.07 INV
"B "
oz00 +zcn
Iwo
STRUCTURE PER A.P.W.A. STD. PLAN
NO.
322-1. SEE
,'
LINE '
U)m
a)
±ciZ
v~i
Ai rn
SHEET NO. 8.
r
co
(D34.434'40'V
9O
SEAL PIPE WITH 8" BRICK
F- J O 1- O
36" R.C.P.
D-1350
S=0.0100 '
'
11
O
cD
DWG.
NO. 412. SEE
STA 10+63.55
ulUrn En (nUrn
DETAIL ON SHEET NO.
9.
��
E.C.
>
CONSTRUCT JUNCTION
STRUCTURE PER A.P.W.A. STD. PLAN
NO.
331-2. SEE
Z
+
N
c0
N
h--
O
• O
fn
O)
U
w
M
r m
O
LJ
>
n -Z
Low
Q- >
w >
o�Z
w
o_ >
ci
m O
z +
�Z
ZN
+O_Z
O
dz
►`�
0_O
_
mo
�Z7
PoFL00
�Z�
zcq
M
0m Q
zo
rn
f -w-
cn
000
w-
w,.: �-
mmo
w rn
0
rn
wrn
m
o
O)
rn
_
CONSTRUCT 363.18 L.F. 66" R.C.P. D-1350
CONSTRUCT 193.64 L.F. 60" R.C.P. D-1350
_
910 __ 910
100 -YEAR H.G.L_ �-
ii
'S=0.0062
i
L0
M
Lu CL Z N
o_ +
Z o�p
W p
M (7) N
w Z
(I
Q_ N'
O)
0 N
Z O
w Cr)
Q 100=39.3 CFS
JMAX --
2 0 917.75 \4F v 915.71 \
TOP BERM \ % TOP RISER
PROPOSED FINISHED
SURFACE I 914.88
4 F.L.
II
II
II
PRIVATE STORM DRAIN
PER SEPARATE PLAN
la•l
CONST. 18.00 L.F.
27" R.C.P. D-1350
CONSTRUCT 49.02 L.F. _ LATERAL "A- 5"
60" R.C.P. D-1350
SEGMENT 4 LIN APORIVON OF SEGMENT 5
„„ PROFILE SCALE: _-_ NOT A PART
NOT APART -SEE DRAWING NO. 3096 d ERT. -1" = 40' SEE DRAWING NO. 3096
VERT. - 1. = 4.
27+00 28+00 29+00 30+00 +00 32+00 33+00
O
DELTA
RADIUS
z
TANGENT
LENGTH
E
90'00'00"
45
00'
45.00'
70.69'
F
45'00'00"
45100,
ro
1 18.64'
1 1 35.34'
100 -YEAR H.G.L.
II
� II
it
0100Lo
II
N Lo
900 INV 60"
z
z
3O
CONSTRUCT 66" R.C.P.
+
+
PLAN 3080-2,
STORM DRAIN EASEMENT
0
CASE 3. SEE DETAIL
0 r0
ro
00
CITY OF FONTANA
4O
CONSTRUCT 60" R.C.P.
ro
STD.
PLAN 3080-2,
RAILROAD
OdZ
CASE 3. SEE DETAIL
H .0
h- .0
Ori
Z
Oa-
CONSTRUCT 36" R.C.P.
(nmrn
(n Li
+
STA 10+97+98
11
O
co
ON SHEET NO. 1.
PER A.P.W.A. STD. PLAN NO. 320-1.
O
r
--z�
SEE
SHEET NO. 8.
904.07 INV
"B "
o
Iwo
STRUCTURE PER A.P.W.A. STD. PLAN
NO.
322-1. SEE
,'
LINE '
U)m
a)
v~i
Ai rn
SHEET NO. 8.
CONSTRUCT
90.58 L.F.
(D34.434'40'V
9O
SEAL PIPE WITH 8" BRICK
AND MORTAR OR 6" CONCRETE
36" R.C.P.
D-1350
S=0.0100 '
'
11
LINE "B"
10+00 11+00
ti�'�17
919
•••
42" C.S.P. RISER
6" THICK
CONCRETE APRON
CONSTRUCTION NOTES-
3O
CONSTRUCT 66" R.C.P.
D-1350, BEDDING PER L.A.C.D.P.W.
STD.
PLAN 3080-2,
STORM DRAIN EASEMENT
CASE 3. SEE DETAIL
ON SHEET NO. 1.
CITY OF FONTANA
4O
CONSTRUCT 60" R.C.P.
D-1350 BEDDING PER L.A.C.D.P.W.
STD.
PLAN 3080-2,
RAILROAD
CASE 3. SEE DETAIL
ON SHEET NO. 1.
EASMENT
O
CONSTRUCT 36" R.C.P.
D-1350, BEDDING PER L.A.C.D.P.W.
STD.
PLAN 3080-2,
STA 10+97+98
11
O
CASE 3. SEE DETAIL
CONSTRUCT MANHOLE
ON SHEET NO. 1.
PER A.P.W.A. STD. PLAN NO. 320-1.
END PIPE
SEE
SHEET NO. 8.
904.07 INV
"B "
CONSTRUCT JUNCTION
STRUCTURE PER A.P.W.A. STD. PLAN
NO.
322-1. SEE
,'
LINE '
'
SHEET NO. 8.
(D34.434'40'V
9O
SEAL PIPE WITH 8" BRICK
AND MORTAR OR 6" CONCRETE
PLUG.
S=0.0100 '
'
11
CONSTRUCT 42" C.S.P.
RISER PER CITY OF RIVERSIDE STD.
DWG.
NO. 412. SEE
STA 10+63.55
DETAIL ON SHEET NO.
9.
��
E.C.
17
CONSTRUCT JUNCTION
STRUCTURE PER A.P.W.A. STD. PLAN
NO.
331-2. SEE
LINE "B"
10+00 11+00
ti�'�17
919
•••
42" C.S.P. RISER
6" THICK
CONCRETE APRON