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EXISTING
HAWKER—CRAWFORD
CHANNEL
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NE�.12 31 q g
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CURVE DATA
N0.
Delta
Zi RECORD DRAWING
Length
Tangent
THE INFORMATION ON THIS DRAWING IS OBTAINED FROM
620.00
257.15
130.45
OTHERS AND MUST BE VERIFIED IN THE FIELD BY
62'37'02"
45.00
49.18
ANYONE PRIOR TO USE OR CONSTRUCTION.
STORM
DRAIN CONSTRUCTION NOTES CONSULTANT IS NOT RESPONSIBLE FOR UNDERGROUND
305.00
INSTALL
66's R.C.P. (D-1400)
FACILITY LOCATIONS OR DEPICTIONS. ALL ABOVE
GROUND FACILITIES CAN 6E READILY SEEN AND VERIFIED
88*04'08
INSTALL
60" R.C.P. (D-1400)
UlY THE PARTIES THAT INTE Nf) TO t l -Z SAME
Q_
INSTALL
45ff R. (D-1500)
INSTALLED 461 R.C. P.
(D—CONST.
MANHOLE PIPE TO PIPE
(MAIN LINE ID=36" OR LARGER) PER APWA STD PLAN 320-0
10
CONST.
MANHOLE PIPE TO PIPE
(LARGE SIDE INLET) PER APWA STD PLAN 322-0
12
CONST.
JUNCTION STRUCTURE—
PIPE TO PIPE (ID<24"), CASE '1' PER APWA STD PLAN 332-0
14
CONST.
CONCRETE COLLAR PER
APWA STD PLAN 380-0
15
REMOVE
EXISTING 66" R.C.P.
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CURVE DATA
N0.
Delta
Radius
Length
Tangent
23'45'49"
620.00
257.15
130.45
62'37'02"
45.00
49.18
27.37
04"25'22
305.00
23.54
11.78
QD
88*04'08
45.00
69.17
43.51
90-00,00
90.00
141.37
90.00 1
� 1_ RECOR D DRA\A(lNG
REVISIONS
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VAL DATE IAPPROVTYAL I DATE C. HOG
. C. E.
D TE:
LINE 'A'
CITY OF FONTANA,
CALIFORNIA
DRAWN BY STORM DRAIN PLANS SCALE: -
RWA 1 40'
DESIGNED BY LINE
RWA t )
A
CHECKED BY TRACT NO. 14274 & 14274-1 DATE:
JOB NO. APPROVED: %f-- DR. NO. SHT. NO.
4439-000 Rrc CITY ENGINEER, R.C.E. 25126 DATE ZlpnolD 2 OF 8
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