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Cl. 5.37
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' TRACT 4 647
Pipe Schedule for One Side of Street NZ4
/ - In/et elbow right or left hand. '
If
Tempor. end of pipe until street improv, on south side ore constructed.
/ - Out/et 8/bow
/ - /4 F1: /8'X /4go. C.
//" M. P. Cotch bosin 2 x 2 inside,
For detail see City of Fontana Dr 75
For right hand in/et.
y lines/ irwsi uc -r CILIUM ivrsiiricviHvirir H vi uCiiv
.Detail of Left Hand Inlet Elbow Scale; /".= /'
A /
NO IFY /-- For outlet elbow., use.some measurements, but disregord_ notes on
elevotions of ends with regard to point
?-:Outlet elbow should be constructed in reverse ; see sketch below.
3- For right hand inlet 8 outlet ;-use some measurements, but reverse
- angle; see sketches below. 1
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Right Hand /n/et
Left Hond Outlet
Right Hand Out/et
CITY OF FONTANA11
CGliforn%G.
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` DETAIL. of DRAINAGE STRUCTURE
Cl TRUS AVE 8 RAIDALL AVE
APPROVED/ SCAL E. „ DATE' DR. No
! Hor. ; / „= 2Cj 10-1955 128
Vert.: I"= /
i
r REVISED, SHEET 5 of
City E g. R.E. 2479 6 Sheets.
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/ - 20 Ft l8" x // "i /4 go. C. M.P.
4 - /6 Ft. /8 x H 14 go. C.M.P.
6 - Couplings, 12"- wide.
Cover A/h. Fdrv. Co. Ltd. N� A20/2.
F.L..75.// ' 5.85 ; T.C. 5.20 New R.o.W. Line.
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TC. 75.78 � F.L. 4.75
.
F.L. 74.65 C. 5.20
T.C. 5.76 �
4,. T. C.T6.2 _ .
F.L.5-/O i 5.76 F.L.4.70 T.C. 4.75
'rd 75, 00
'jj����W.50
F.L. 75.00 F.L.75.55 FL. 7380 1 F,.4. 8 F.L. 3.30
'
t18�11'CP.M.F.L. 3.60
F.L. 4.02
Gas -�''�OR 5 57
Outlet must be 2 be/ow ident%co/point A of bend. Remove o/d cu/vert
C.M.P.
9T C/ TRUS$ AVE 75.57.03� :4/
R. R. Sp.
Edge of present pavement t 24' wide
Vo/ve
E/. 5.24
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04` O--
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.FL. 3.72 ` ITx//'CM.P `, FL. 3.45
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650240H.1
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City Limits - -
T.C. 5.00
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5.12
for Future StreetgCoesignw%denm
L44! I Fon. Un. Wtr. Co. p. c c,,; woW fines
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a ra Citrus Ave.
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tea• T. C.
-46%
-0.5% Cop. 3c.fs _ -
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Approx. loc. of gas line. z�
Gutter Grade -0.5% overt /OD' len the
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X -Section Over Culvert