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1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 0-x.•00 CONST. 23.09 L.F. 18" R.C.P.
1500D
CONSTRUCTION NOTES:
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W
Q =
J
ao 92
<� I
1591.4_
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1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 0-x.•00 CONST. 23.09 L.F. 18" R.C.P.
1500D
CONSTRUCTION NOTES:
CURVE DATA
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Q =
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DELTARADIUS
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LENGTH
11
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45 0000,
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17.67
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TANGENT
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45 0000,
22.50
17.67
9.32
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11 08'44�'
206.00'
40.07'
20.10'
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35.34'
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~ No. 5275'
* Exp.9/30/99
CIV11.
�F CAI.�F
I ARCO&ID
REVISIONS
SEE SHEET NO. 3
MATCH LINE - STA. 7+67.49
1 18+-2�
1'4
10'
n i28'
5, 6 5,
88 87 10 25
I I STA. 7+67.49
C) 10 ° END 36" R.C.P.
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STA. 7+55.34 EC
6+00 1 Qu C•1 7+00
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16100 1740 18100
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N R S.
APPROVAL DATE AP
W
z
a o I
13 z x 14 15
The .5 DConsultina Group
6 Morgan, Suite 100
Irvine, California 92618
(714)587-3012 FAX (714)472-3176
PREPAR UN ER SUPERVISION OF:
DATE THOMAS A. PETERSEN R.C.E. 35275
O -CONSTRUCT 18" R.C.P., D-1500, SEE BEDDING DETAIL ON SHEET 7.
3& -CONSTRUCT 36" R.C.P., D-1500, SEE BEDDING DETAIL ON SHEET 7.
�-CONSTRUCT 42" R.C.P., D-1500, SEE BEDDING DETAIL ON SHEET 7.
O -CONSTRUCT MANHOLE PER APWA STD. PLAN 320-0.
CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-1, W=14'
9o --CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN 380-1.
C1 -CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN 313-0, CASE B.
Q
STORM DRAIN IMPROVEMENT PLANS
SCALE:
LCSss
Z
Q
DESIGNED BY
J
co
O
LCs
a
TRACT NO. 14570
CHECKED BY
DATE:
o
r-
r
PLAN AND PROFILE
7/23/97
a
JOB NO.
APPROVED G�� 7.30. y�
C
SHT. NO.
DATE:
CITY ENGINEER R.C.E. 25126
2493
20F 7
V)
�
n
The .5 DConsultina Group
6 Morgan, Suite 100
Irvine, California 92618
(714)587-3012 FAX (714)472-3176
PREPAR UN ER SUPERVISION OF:
DATE THOMAS A. PETERSEN R.C.E. 35275
O -CONSTRUCT 18" R.C.P., D-1500, SEE BEDDING DETAIL ON SHEET 7.
3& -CONSTRUCT 36" R.C.P., D-1500, SEE BEDDING DETAIL ON SHEET 7.
�-CONSTRUCT 42" R.C.P., D-1500, SEE BEDDING DETAIL ON SHEET 7.
O -CONSTRUCT MANHOLE PER APWA STD. PLAN 320-0.
CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-1, W=14'
9o --CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN 380-1.
C1 -CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN 313-0, CASE B.
%�CC�tZO t�Rb►WlhiCa
GRAPHIC SCALE
20 40 80
( IN FEET )
I inch = 40 ft.
160
i.i i i yr rvi-4 irNivM, %..Murvr\rviM I
PUBLIC WORKS DEPARTMENT
.r}
STORM DRAIN IMPROVEMENT PLANS
SCALE:
LCSss
"All
LINE A
1"=40'
DESIGNED BY
VERT.: 1"=4'
J z
LCs
L � ✓� J! .n y j�"Y
%�CC�tZO t�Rb►WlhiCa
GRAPHIC SCALE
20 40 80
( IN FEET )
I inch = 40 ft.
160
i.i i i yr rvi-4 irNivM, %..Murvr\rviM I
PUBLIC WORKS DEPARTMENT
0
0
10
ro N r-,
�LO
DRAWN BY
STORM DRAIN IMPROVEMENT PLANS
SCALE:
LCSss
"All
LINE A
1"=40'
DESIGNED BY
VERT.: 1"=4'
LCs
TRACT NO. 14570
CHECKED BY
DATE:
SES
PLAN AND PROFILE
7/23/97
JOB NO.
APPROVED G�� 7.30. y�
DR. NO.
SHT. NO.
DATE:
CITY ENGINEER R.C.E. 25126
2493
20F 7
0
0
10
ro N r-,
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