mt-a203018_Plans_Final(update).pdf

REPLACEMENT

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REPLACEMENT

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Preliminary

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10.4 x 16 60201 -0600

60201 -0800

60201 -0900

60201 -1000

60704 -0000

Station

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TI

M A

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A X

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C O

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REMARKS

See below for numbered notes

FEET CUYD LNFT LNFT LNFT LNFT EACH Lt Rt

13+33 4 5 96 A,AS 4 4 1,2

14+90 4 65 98 A,AS 4 4 1,2

24+09 1 33 46 A,AS 2 2 1,2

29+31 LT 1 17 64 A,AS 2 2 1,2

44+00 5 77 48 A,AS 2 2 1,2

47+03 RT 1 1

48+22 RT 1 1

50+21 LT 1 17 36 A,AS 2 2 1,2

54+19 1 85 46 A,AS 2 2 1,2

75+03 LT 1 32 70 A,AS 2 2 1,2

84+82 LT 1 21 30 A,AS 2 2 1,2

117+01 RT 1 21 46 A,AS 2 2 1,2

134+00 3 70 44 A,AS 2 2 1,2

PROJECT TOTAL 443 246 288 44 46 2

Allowable Pipe Material

NOTE: A Aluminum

1. Aluminized steel pipe culvert minimum wall thickness is the AS Aluminized steel thickness required by the Std. 602-1 fill height table (steel). C Concrete

2. Aluminum pipe culvert minimum wall thickness is the thickness GS Galvanized steel required by the Std. 602-1 fill height table. P Plastic

(blank) Any appropriate material x/__ Any appropriate material except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

Note: The quantities shown hereon are approximate and are subject to field adjustments.

STATE PROJECT

H.1

C

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B

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D es ig ne d by

C he ck ed b y:

NUMBER

SHEET

PHILLIPS 201(1)MT

Preliminary

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