Prelim Plans_Yankee Fork Road2.pdf

10.4 x 16 20301 20310 60201 60704

-1200 -1400 -1900 -1000 -0600 -0800 -0900 -1000 -0000

Removal (Each)

Cleaning culverts in place

(Each) DIAMETER or SPAN x RISE (inch) 18 24 30 36

10+00BOP

10+19 1

Reconditioning drainage structure

(Each)

Pipe Culvert

(LNFT)

60705 -0000

Plug, existing pipe (Each)

LtHead-wall

Inlet Pipe Culverts

Allow.

Pipe

Material

(See key below)

FOOTNOTES

See below for numbered footnotes

PAY ITEM NUMBER

BEVELS

1V:nH

STATION

EST

MAX

COVER

(ft)

Rt

STR EXC

(CUYD)

TABULATION OF DRAINAGE QUANTITIES

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

STATE PROJECT

G.1 D

C h ec ke r

NUMBER

SHEET

PFH 88-1(1)ID

21+14 1 28+92 Lt 1 24 A,AS,GS 1 32+55 1

40+12 1 A,AS,GS

47+87 1 49+14 Rt 1 49+50 1

55+53 2.5 1 56 A,AS,GS

61+00 1

65+87 4 A,AS,GS

81+43 1 85+92 1

91+79 4 A,AS,GS

96+68 1.5 1 44 A,AS,GS

107+98 1 111+18 1

TABULATION OF DRAINAGE QUANTITIES

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

STATE PROJECT

G.1 C .C on ra d /2

D C h ec ke r

C h ec ke d b y:

NUMBER

SHEET

PFH 88-1(1)ID

111+18 1 114+16 Rt 1 115+86 Lt 2 A,AS,GS 2 115+86 Rt 2 A,AS,GS 2 118+92 Rt 1

119+89 1 1 56 A,AS,GS 3

135+36 1

135+55 1 40 A,AS,GS 3

139+49 1

151+02 1 1 44 A,AS,GS 3

161+51 1 175+30 1

175+44 1 64 A,AS,GS

TABULATION OF DRAINAGE QUANTITIES

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

STATE PROJECT

G.1 -S ep -2

:0 P

M C .C on ra d /2

D C h ec ke r

D es ig n ed b y:

C h ec ke d b y:

NUMBER

SHEET

PFH 88-1(1)ID

PROJECT TOTAL 0 0 0 6 1 200 40 0 100 16

NOTE: FOOTNOTES: Allowable pipe culvert material

1. Steel pipe culvert minimum wall thickness is the larger of ____" or the thickness required 1. Approach Lt A Aluminum by the Std. 602-1 fill height table. 2. Match existing culvert thickness and material type for all culvert extentions. AS Aluminized steel

2. Aluminized steel pipe culvert minimum wall thickness is the larger of ____" or the 3. Type 1 pipe culvert inlet treatment in cut slopes see sheet G.5 GS Galvanized steel thickness required by the Std. 602-1 fill height table (steel).

3. Aluminum pipe culvert minimum wall thickness is the larger of ____" or the thickness required by the Std. 602-1 fill height table.

4. Plastic pipe is not allowed when final installation is exposed. Furnish metal end sections for all plastic pipe incl ding those specified ith be els See Std 602 5 fo acceptable cell class

TABULATION OF DRAINAGE QUANTITIES

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

STATE PROJECT

G.1 g e.

xl s]

U S C u st om ar y -S ep -2

:0 P

M C .C on ra d /2

D C h ec ke r

D es ig n ed b y:

C h ec ke d b y:

NUMBER

SHEET

PFH 88-1(1)ID

all plastic pipe including those specified with bevels. See Std. 602-5 for acceptable cell class.

5. See Std. 602-7 for acceptable concrete cell class.

6. Match existing culvert thickness and material type for all culvert extentions.

TABULATION OF DRAINAGE QUANTITIES

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

STATE PROJECT

G.1 [D ra in ag e.

xl s]

U S C u st om ar y -S ep -2

:0 P

M C .C on ra d /2

D C h ec ke r

D es ig n ed b y:

C h ec ke d b y:

NUMBER

SHEET

PFH 88-1(1)ID

A,AS,GS 3333

A,AS,GS