SW3241001_Plansheet - Grading/Drainage Plan_20241022 (2)

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-0+50 0+00 1+00 2+00 3+00 4+00 4+50 = z
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s fu
fu
510 510 510 510
PROPOSED GRADE m
EXISTING GRADE
STORM SEWER STRUCTURE & PIPE SCHEDULE
UPSTREAM UPSTREAM INVERT(S) IN INVERT OUT DOWNSTREAM D.S. PIPE D.S. PIPE D.S. PIPE D.S. PIPE
STR. RIM EL. STR. LENGTH (FT) DIA (IN) MATERIAL SLOPE (FT/FT)
M FES 1 487.37 (15" - DI 2)
O M M
0 � r � „ 00 rn rn FES 3 488.00 (15" - DI 4)
Arno ti0 t LoM0 oo �
500 0 + w .a c+° �- 500 500 0 + �o 500 FES 100 495.38 (15" - FES 101) Project no: 17.000417.01
OO z o - Q NO zNO tO
cn Q w < 2 Cn Q � >w 2 > FES 200 495.44 (15" - FES 201) Date: 08.01.24
>
u- c~n � z LL - � � � z� cn � z
DI 2 491.81 488.33 FES 1 79 15 RCP 0.012
m m � Revisions:
-4Lu
J r- r DI 4 492.07 489.04 (15" - DI 5) 488.94 FES 3 131 15 RCP 0.007
a DI 5 494.50 490.41 (15" - DI 6) 490.31 DI 4 88 15 RCP 0.015
f
PROP. PROP. DI 6 494.52 491.06 DI 5 67 15 RCP 0.010
— — F-L
o 28-LF O 1 25-L
z 15 FES 101 495.53 FES 100 28 15 RCP 0.005
"
z RCP@0.54%
c RCP@0.55% FES 201 495.57 FES 200 25 15 RCP 0.005
r
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v
0
490 — 490 490 490
0
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m
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STORM
b
PROFILES AND
SCHEDULE
480 480 480 480
r
g -0+50 0+00 1+00 1+50 -0+50 0+00 1+00 1+50
0
Sheet No:
C304
L
L
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