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CURVE DATA
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DELTA
RADIUS LENGTH
TANGENT
(A> 45'27'11 "
22.50 17.85'
9.42'
B 10'19'26"
339.00' 61.08'
30.6 '
C 69'17'52" 1
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Tht SP Consulting Group
6 Morgon, Suite 100
k vrhs, Collfornlo 92618
(714)587-3012 FAX (714)472-3176
PREPAR U DIETfE SUPERVISION OF:
ENGR'SREVISIONS AMR& • DATE APPR011 IDr4TE A. ff-1
N R.C.E. 35275
18" R.C.P., D-1500, SEE
Q25 =16.6 c.f.s
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6 Morgon, Suite 100
k vrhs, Collfornlo 92618
(714)587-3012 FAX (714)472-3176
PREPAR U DIETfE SUPERVISION OF:
ENGR'SREVISIONS AMR& • DATE APPR011 IDr4TE A. ff-1
N R.C.E. 35275
CONSTRUCTION NOTESt
(j) --CONSTRUCT
18" R.C.P., D-1500, SEE
Q25 =16.6 c.f.s
Q25 =16.6 c.f.s
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BEDDING DETAIL
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MANHOLE PER APWA STD. PLAN 320-0.
HGL(25)
6D --CONSTRUCT
MANHOLE PER APWA STD. PLAN 321-0.
(a -CONSTRUCT
CATCH BASIN PER APWA
1711.84
00
8Q --CONSTRUCT
CONCRETE COLLAR PER APWA STD. PLAN
- W.S.
1711.84
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CATCH BASIN PER APWA
STD. PLAN 300-1, W=28'
@-CONSTRUCT
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APWA STD. PLAN
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LOCAL DEPRESSION PER
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BEDDING DETAIL
ON SHEET
7.
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24" R.C.P., D-1500, SEE
BEDDING DETAIL
ON SHEET
7.
3& --CONSTRUCT
30" R.C.P., D-1500, SEE
BEDDING DETAIL
ON SHEET
7.
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36" R.C.P., D-1500, SEE
BEDDING DETAIL
ON SHEET
7.
SD --CONSTRUCT
MANHOLE PER APWA STD. PLAN 320-0.
6D --CONSTRUCT
MANHOLE PER APWA STD. PLAN 321-0.
(a -CONSTRUCT
CATCH BASIN PER APWA
STD. PLAN 300-1, W=10'
8Q --CONSTRUCT
CONCRETE COLLAR PER APWA STD. PLAN
380-1.
@>-CONSTRUCT
CATCH BASIN PER APWA
STD. PLAN 300-1, W=28'
@-CONSTRUCT
LOCAL DEPRESSION PER
APWA STD. PLAN
313-0, CASE A.
0 -CONSTRUCT
LOCAL DEPRESSION PER
APWA STD. PLAN
313-0, CASE B.
GRAPHIC SCALE
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CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY
LCS
DESIGNED BY
LCs
CHECKED BY
SES
JOB NO.
ATE:
STORM DRAIN IMPROVEMENT PLANS SCALE:
Ll NE '�' HORz.: I" =40"
VERT.: 1' =4'
PLAN AND PROFlLE DATE:
TRACE N0. 14571-1 01/16/97
DC%G�/�/i DR. N0. SHT. N0.
CITY ENGINEER R.C.E. 25126 2421 20F %
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