Tenkiller Downstream Access Drawing.pdf

ACCESS ROAD PLAN

APPROXIMATE GROUNDLINE { ROAD

OF ROAD

APPROXIMATE {

FLUME

EXISTING CONCRETE

NO WORK

’0

XORPPA

0+00

1+00

3+00

9+00

10+00

11+00

+0

7PI

1+2 4.

P I

P I

PI

3+9

0.

P I

P I

P I

PI

7+5

9.

P I

P I

PI

9+9

1.

P I

PI16+25.74

P I

ROAD

ALONG CENTERLINE OF

APPROXIMATE GROUNDLINE

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00

R BEAUCHAMP,P.E.

R BEAUCHAMP, P.E.

SHAWN PAINTER,P.E.

40:1 tl12rd-c101-existr

FOUNDATION ACCESS ROAD

C101

A

B

C

D

123456

D

C

B

A

6 5 4 3

DWG. CODE:

NUMBER

REFERENCE

SHEET

INVITATION NO.

CONTRACT NO.SHEET OF

US Army Corps of Engineers

Tulsa District

Tulsa, Oklahoma

CONTRACT DATE:PLOT SCALE:

PLOT DATE:

DESIGN FILE:

SYMBOL DESCRIPTION DATE APPR

DESIGNED BY:

REVIEWED BY:

DRAWN BY:

SUBMITTED BY:

CHIEF,

JAN 2011

W912BV-12-R-0032

W912BV-__-C-____

DESIGN BR

FY:2012

ACCESS ROAD

WEIR & FOUNDATION

TENKILLER FERRY LAKE

ILLINOIS RIVER GORE, OKLAHOMA

MARK BURKHOLDER,P.E.

LINK FENCE

EXIST 6’ CHAIN

EXIST 12’ GATE

A C

C E S S

T

O

S I T E

HWY 100

LAKE TENKILLER

AUXILLIARY SPILLWAY

SPILLWAY

IN THIS AREA

MASS APPROXIMATELY 10 CY

FILL & COMPACT TO A DENSE

DEPTH VARIES

3"-5" ROCK FILL;

DEPRESSED AREA FILL DETAIL

NO SCALE

ROCK FILL:10 TONS

ROUGH GRADING: 13, 216 SF (1468 SY)

BRUSH HOG: 2180 SY

APPROXIMATE QUANTITIES:

(918-487-5252)

4. CONTACT TENKILLER PROJECT OFFICE FOR ACCESS.

ROUTING FLOWS TO THE FLUME.

RUNOFF BETWEEN THE DITCH CHECK AND THE FLUME

OF THE DITCH CHECK AWAY FROM THE FLUME AND CAPTURE

THE ROAD. THE OBJECTIVE IS TO DIVERT RUNOFF UPSTREAM

FROM DITCH CHECK TO THE FLUME ON THE NORTH SIDE OF

(APPROXIMATE STATION 12+50) ESTABLISH DRAINAGE SWALE

OF THE ROAD AT A LOCATION INDICATED BY USACE.

4. OPTION 1: CONSTRUCT A DITCH CHECK ON THE NORTH SIDE

TO STATION 16+52.

CREATING AN EARTHEN ROAD BETWEEN STATION 0+00 (FLUME)

3. ROUGH GRADE ALONG ACCESS ROAD CENTERLINE INDICATED

FROM OFFSITE SOURCES. COMPACT TO A DENSE MASS.

3"-5" SIZE ROCK PER ODOT SPECIFICATION 713.03

2. FILL AND COMPACT DEPRESSED AREA INDICATED WITH

WIDE.

1. BRUSHHOG ALONG ROAD CENTERLINE APPROXIMATELY 10’

NOTES:

EXISTING GROUND