HomeMy WebLinkAbout2590-3Q25=33 C.F.S.
Q25=13.5 C.F.S. Q =13.4 C.F.S. Q =8.0 C.F.S. ~' F- ~
z
25 25 o Q25=9.7 C.F.S. Q.5=12.6 C.F.S. Q25=12.6 C.F.S. a W z
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O Z Z Z
z O o a
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M W
M O CN
U U �:
N
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O M X
ao N Z PROPOSED SCREEN WALL •
C:,
pi' 0 + O M
1 =o i
PAD ELEVATION
1680 1630 N 1630 166 -
UM O =
O= +M
'7 1627.5 o O HG
> o
W.S. 3 ? - W.S. HG4 o + Oti6 425)
16655 9 00� » » �1 9 0 --- 1656.1
s=o.2o77 �N�• 0 ° r LATERA B LATE AL "C" �.6�. r W.S. » » ,�6g �h� 1655 7,o S=0.0050 W.S.
H�(25) W.S. LATERAL D 16 �G. �6tiM 16 �G• O
LA RAL » A" 3G425)
z N�
6�
,roll_ ti�pp V 1621.0 9 HG
`125) r
W.S. W.S.
J _'S=0.2883- 670 ��� 1620 162(3 162. 166E3
S=0.3867 I619`°
>
C? J h0 \"6'
cq C01 o \N
{H CO Z
^s t0 M
6W.S. W.S.
O O
�
S=0.3035+o J .. oo>
a
a
a obr 0c y+ U CoUO 3 co m
P a) QZ O O i tV M pU 00O
N + Nc 200 V) Mpp+°O L w+- a
o O +=
W OO- O Om
W ( U
W
Lt 1610 640 0 .�
CONST. 26.27 L.F. CONST. 13.91 L.F. U1 W m c i m c~i� z n v Ci
a= LO
18" R.C.P. - 1500D 18" R.C.P. - 1500D N + b0 + 000 o 0O I o +
CONST. 25.98 L.F. CONST. 12.00 L.F. + 00 o
18" R.C.P. - 1500D 18" R.C.P. - 1500D o ¢ w z
LATERAL »A» & »B�' �Z V)W
LATERALN W CONST. 23.61 L.F. N N C & D 18" R.C.P. 1500D
<, CONST. 113.46 LF 18" R.C.P. - 15 OD
LATERAL "E" CONST. 19.87 L.F.
18" R.C.P. - 15009
HC RZ° 1'-40'
VERT° 1,-, LATERAL F LINE C
1+00, 0+00 1+00 1+00 0+00 1+00 1+00 0+00 0+00 1+00 0+00 1+00 2+00
4
1/2" 0 STEEL BARS WELD TO
PROTECTION BAR AT 6" O.C. AND
_
NORTH TO BAND AT 120' (3 LOCATIONS).
BEND STEEL PLATE AND WELD. 1/4 X 3" STEEL BAND, BEND
2" FLANGE AT ENDS.
i
END 18, R.C.P� -TA. 11+16.9 C I FIELD :INLET N0. 3 i
X36" RATE 41NLET 1 /2" 0 STEEL
6"
PROTECTION BAR
-�
01
' --
5/8 0 X 6 GALVANIZED
i�
1/4" X 6" DIAM. MACHINE BOLT
/ 5 EDMONTON DRIVE STEEL PLATE PROTECTION BAR
1 1 SEE NOTE 4 (TYP.)
655.0 '• .
\ �1 STANDARD C.S.P. "TEE" SECTION
2� 660.0
/ w
665.5 J
' 15" STORM RAI l l / "
22 EASEMENT 8
� 1
o co_ 5 � / / / �-�
/� T R.C.P.
2 0+02.00 PAD=1626.0
NE "�i" BEG. 18" R.C.P. 24 /
0 6 -
+24.24
25 PAD=1626.0
A AS/N
4" P.C.C. SLAB
ao
`�' ENS 3.24 17 / / : �G SLOPE TO DRAIN D2 CO WRAP WITH ONE THICKNESS
lg" R. t 62480 \Nv.
OF 15 POUND FELT PAPER,
O
ON 1' / X62150 N » INVERT ELEV. A SHAPE OPENING FOR SMOOTH
`b 1
�EE PROFILE SHEET NO. 4) JOINT
NUE _ l
a, 00 - + CONNECT TO R.C.P. WITH P.C.C.
' COLLAR, IN ACCORDANCE WITH
r;
35
�0`' tG ,• faar CONSTRUCT PARKWAY DRAIN PER DETAIL AT RIGHT
z, h - �o� „+oo �% STREET IMPROVEMENT PLANS FOR
RID LEP ACT NO. 14573 NOTES:
34- G A7�1 DRIVE 1. V, D1 AND D2 SHALL BE SHOWN ON THE CONSTRUCTION PLANS.
33 �; ___ __ CONSTRUCTION NOTES: 2. GRATE ASSEMBLY SHALL BE FABRICATED TO FIT C.S.P. OF SIZE D2.
I _ 3. GRATE ASSEMBLY SHALL BE GALVANIZED AFTER FABRICATION.
4. 1/2" WIDE SLOTS OR 1/2" TO 1" 0 HOLES.
1O ---CONSTRUCT 18" R.C.P., D-1500, SEE BEDDING DETAIL ON SHEET 7. 5. D1 GAUGE SHALL BE THE SAME D2.
SECONDARY OVERFLOW INLET Q --CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN 380-1.
12 CONSTRUCT 36" X 36" (INSIDE DIMENSION) TRAFFIC TYPE JUNCTION INLET STRUCTURE
STRUCTURE PER CITY OF FONTANA STD. DETAIL 122.
i ..� N.T.S.
- 17 CONSTRUCT 24" X 24" (INSIDE DIMENSION) TRAFFIC TYPE JUNCTION
NOS` STRUCTURE PER CITY OF FONTANA STD. DETAIL 122.
CITY OF FONTANA, CALIFORNIA
} PUBLIC WORKS DEPARTMENT
{ QRo�SS,o
GRAPHIC SCALE ti pFl The .P Consulting Group DRAWN BY
STORM DRAIN IMPROVEMENT PLANS SCALE:
40 0 20 40` a0 160 � .Q��DOLF, el ' 6 Morgan, f! ff !1 » HORZ.: 1"=40'
Suite 100 SJW
W DESIGNED BY LINE C D & LATERAL VERT.: 1 "=4'
Irvine, California 92618 SJW '
- !2 �Cbe 1� DTz atiw t t�tC� s No.3�z��
No. 0 - - �r Exp.9/30/99
* (714)587-3012 FAX (714)472-.3176 TRACT N0. 14573
( IN FEET) * Exp. G 0 at * `r9 CIVIC ��!'
CHECKED BY DATE:
I inch = 40 ft. sf �, Y ��`'t �� CAI.\�� PREP RED UND R THE SUPERVISION OF: SES PLAN AND PROFILE 01/05/98
' 'fnc'Oi� t ` PA R HUDDLESTOH, JR. DATE "fz>tcoED C¢Av31sJGtS= rR .16,S-73 PAP012 • 4 �+2 �� 1 41 3/0 JOB N0.ENGR'SIDR. N0. ISHT. N0.
CITY APPROVE . Gt/.�//G/yh
REVISIONS APPROVAL DATE APPROVAL GATE THOMAS A. PETERSEN R.C.E. 35275 DATE: ,�s CITY ENGINEER R.C.E. 25126 2� 30F 8
D2 RISER
DIAMETER
M
0
N
0
00 �
0) Lc)
C.S.P.
GAUGE
18"-27"
16
30"-39"
14
42"-48"
12
10
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