Drawing Page : 01-(302 Unshaded rectangle area: 81'- 8 '14" x 35'- 1/2" = I square (Green) : 92'-8" X 109' - 3 '/4" => Aqua Triangle 1/1/2 X 67'-5" X 90' - 11 3/4" = = Pink rectangle Is - 1" X 55 - 1/4" = Blus Rectangle 20' - 1" X 80 8 1/2" = Orange Rochangle: 14'-7" x 71'- 8 '12 = Yellow Triangle: 1½/2 × 31'- 11" x 30"-4" = FG: 686.26- 113 LF-15 RCP @1.00% FA FG: 688.83- MATCHLINE- SHEET 01-C301 109'-3 1/4" FG: 686.98 688 FG: 687.06 71-8 1/2 3.98% $0-4- 0218" 31-11" SUBGRADE DRAIN 6 PERFORATED HDPE @0.50% 128 LF 18 RCP 21 L.F. 18 RCP @1.00% CATCH BASIN N-39 N: 1267569.37 E: 2336684.03 THROAT: 686 17 INV IN: 679,08 INV OUT 6/8.83 FFE: 690.25 818 1/4" 4 100% -1.45% -1.39% FG: 690.30 67-5 680 082 684- 688 80-8 1/2": CONCRETE LOADING AREA 15-1 FG: 695.22- FG: 690.07
Drawing Page : 01-(302 Unshaded rectangle area: 81'- 8 '14" x 35'- 1/2" = I square (Green) : 92'-8" X 109' - 3 '/4" => Aqua Triangle 1/1/2 X 67'-5" X 90' - 11 3/4" = = Pink rectangle Is - 1" X 55 - 1/4" = Blus Rectangle 20' - 1" X 80 8 1/2" = Orange Rochangle: 14'-7" x 71'- 8 '12 = Yellow Triangle: 1½/2 × 31'- 11" x 30"-4" = FG: 686.26- 113 LF-15 RCP @1.00% FA FG: 688.83- MATCHLINE- SHEET 01-C301 109'-3 1/4" FG: 686.98 688 FG: 687.06 71-8 1/2 3.98% $0-4- 0218" 31-11" SUBGRADE DRAIN 6 PERFORATED HDPE @0.50% 128 LF 18 RCP 21 L.F. 18 RCP @1.00% CATCH BASIN N-39 N: 1267569.37 E: 2336684.03 THROAT: 686 17 INV IN: 679,08 INV OUT 6/8.83 FFE: 690.25 818 1/4" 4 100% -1.45% -1.39% FG: 690.30 67-5 680 082 684- 688 80-8 1/2": CONCRETE LOADING AREA 15-1 FG: 695.22- FG: 690.07
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
100%
Find the area of all and then convert to square feet
Transcribed Image Text:Drawing Page : 01-(302
Unshaded rectangle area: 81'- 8 '14" x 35'- 1/2" =
I square (Green) : 92'-8" X 109' - 3 '/4" =>
Aqua Triangle
1/1/2
X
67'-5" X 90' - 11 3/4" =
=
Pink rectangle Is
-
1"
X 55 - 1/4" =
Blus Rectangle 20' - 1"
X
80
8 1/2" =
Orange Rochangle: 14'-7" x 71'- 8 '12
=
Yellow Triangle:
1½/2 × 31'- 11" x 30"-4"
=
Transcribed Image Text:FG: 686.26-
113 LF-15 RCP
@1.00%
FA
FG: 688.83-
MATCHLINE- SHEET 01-C301
109'-3 1/4"
FG: 686.98
688
FG: 687.06
71-8 1/2
3.98%
$0-4-
0218"
31-11"
SUBGRADE DRAIN
6 PERFORATED HDPE
@0.50%
128 LF 18 RCP
21 L.F. 18 RCP
@1.00%
CATCH BASIN N-39
N: 1267569.37
E: 2336684.03
THROAT: 686 17
INV IN: 679,08
INV OUT 6/8.83
FFE: 690.25
818 1/4" 4
100%
-1.45%
-1.39%
FG: 690.30
67-5
680
082
684-
688
80-8 1/2":
CONCRETE LOADING AREA
15-1
FG: 695.22-
FG: 690.07
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