14R0008_Prototype_PlansA0003_2014-08-26.pdf

N

UPPER CUMBERLAND RIVER BASIN

BELL COUNTY, KENTUCKY

LOCAL FLOOD PROTECTION PROJECT

GENERAL PLAN

25E

25E

25W

25W

11W

11E

LAUREL RIVER

LAKE

CUM

B

E R

L A

N D

R

IV

E

R

CLINCH RI

VER

NORRIS DAM

G R A

IN

G E R

L

AKE

CORBIN

PINEVILLE

JELLICO

SILER

BAXTER

HARLAN

GAP

PENNINGTON

CUMBERLAND

JONESVILLE

TAZEWELL

BEAN

STATION

MORRISTOWN

CITY

JEFFERSON

OAK

RIDGE

LAFOLLETE

JACKSBORO

KNOXVILLE

KY.

TENN.

KY.

VA.

VA.

TENN.

N

VICINITY MAP

11W

11E

DOUGLAS

LAKE

HOLS

TON

RI

VER

WILLIAMSBURG

Q1E-64/77

OMPUTER

IDED

RAFTING

C

A D

D

ESIGN &

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B

C

D

A

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Graphic Scale

Drawn By:

Date:

Drawing

Number

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

NASHVILLE, TENNESSEE

Checked By:

US Army Corps of Engineers Nashville District

Record Drawing as constructed dated

Approved By:

ENGINEER

Scale:

REV. DESCRIPTION DATE APPROVED

REVISIONS

BY

CHIEF, ENGR. CONST. DIVISION

CHIEF, CIVIL DESIGN BRANCH

L.J.L.

E.G.C.

DYLAN B. GRISSOM

1" = 100’

SCALE: 1" = 100’

100’100’

SITE LOCATION

AND CULVERT REHABILITATION

CONCRETE BLOCK REVETMENT

MIDDLESBORO, KENTUCKY

MIDDLESBORO

JANUARY 2014

NORTHING

3395694.984

EASTING

5514084.653

ELEVATION

1148.866

CONTROL POINT ONE

P l o t

T i m e

P l

D a t e

F i l e m e

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AVAILABLE ON THE NGS WEBSITE.

A FULL DESCRIPTION OF THE BENCHMARK IS

REPORTED LOCATION IS 36°37’08" N, 83°42’45" W.

THE NEAREST NGS BENCHMARK IS GA2658. ITS1.

NOTES:

x

1130.5 x 1131 x x

1131.5

1131.5 x x x

1132.5

1132.5 x 1133.5 x 1133.5 x x x 1136.5 x 1139.5

11401140 x1143 x 1143.5 x

1143.5 x x x

1146.5 x 1146.5

0 1150 x 1150.5 x x 1152.5

1153x x1153 x 1153.5 x 1153.5 x1158.5 x 1160.5 x 1160.5 x 1160.5 x 1161.5 x 1161.5 x 1162.5 x 1163.5 x 1165.5

1166.17 x1167 x 1168.5

0 11 x

1171.5

1172.5 x x 1172.5 x x 1174.5 x1177 x 1180.5 x x 1184.5 x 1186.5 x x 1189.5 x 1192.5 x 1193.5 x x

1196.5 x x 1204.5 x

1205.5

1206.5 x x 1207.5 x

1207.5

1208.5 x x 1209.5 x 1211.5

1212.5 x x

1213.5 x 1213.5 x x

1218.5 x 1218.5 x 1219.5

1222.5 x

1223.5 x x 1226.5 x

1234.5 x x 1252.5 x 1274.5

BELTLINE RD KY441

ONE

CONTROL POINT

SITE ACCESS AND STAGING AREA

SEE DRAWING Q1E-64/78

LIMITS OF CONCRETE CHANNEL

PRIOR TO STARTING WORK.

MUST BE FIELD VERIFIED

EXISTING GAS LINE. LOCATION

APPROXIMATE ALIGNMENT OF

EXISTING ACCESS ROAD.

APPROXIMATE LOCATION OF

OMPUTER

IDED

RAFTING

C

A D

D

ESIGN &

12345

B

C

D

A

B

C

D

A

Graphic Scale

Drawn By:

Date:

Drawing

Number

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

NASHVILLE, TENNESSEE

Checked By:

US Army Corps of Engineers Nashville District

Record Drawing as constructed dated

Approved By:

ENGINEER

Scale:

REV. DESCRIPTION DATE APPROVED

REVISIONS

BY

CHIEF, ENGR. CONST. DIVISION

CHIEF, CIVIL DESIGN BRANCH

DYLAN B. GRISSOM

SCALE: 1" = 10’

10’ 10’

1" = 10’-0"

UPPER CUMBERLAND RIVER BASIN

LOCAL PROTECTION PROJECT

MIDDLESBORO, KENTUCKY

PLAN

EXISTING CONDITIONSE.G.C.

S.M.T.

JANUARY 2014

Q1E-64/78.1

1 GAS LINE ADDED 08/2014 JH E.G.C.

P l m e

P l t e

F i m e

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NOTES:

BEGINNING WORK.

SHALL BE FIELD LOCATED BY DELTA GAS PRIOR TO

ITS APPROXIMATE LOCATION IS SHOWN. THE LINE

DIAMETER PIPELINE PARALLEL TO THE CHANNEL.

DELTA GAS COMPANY OPERATES AN ACTIVE 8-INCH 1.

NORTHING

3395834.749

EASTING

5514255.098

ELEVATION

1148.050

END OF CONCRETE CHANNEL

FAILED CULVERT

LOCATION OF

APPROXIMATE

BASKETS TO BE REMOVED BY THE CONTRACTOR.

APPROXIMATE LIMITS OF EXISTING GABION

N

0+00

0+25

0+50

0+75

1+00

1+25

1+50

PLAN

1+75

2+00

F L

O W

WORK.

PRIOR TO STARTING

FIELD VERIFIED

LOCATION MUST BE

EXISTING GAS LINE.

ALIGNMENT OF

APPROXIMATE

UPPER CUMBERLAND RIVER BASIN

LOCAL PROTECTION PROJECT

MIDDLESBORO, KENTUCKY

OMPUTER

IDED

RAFTING

C

A D

D

ESIGN &

12345

B

C

D

A

B

C

D

A

Graphic Scale

Drawn By:

Date:

Drawing

Number

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

NASHVILLE, TENNESSEE

Checked By:

US Army Corps of Engineers Nashville District

Record Drawing as constructed dated

Approved By:

ENGINEER

Scale:

REV. DESCRIPTION DATE APPROVED

REVISIONS

BY

CHIEF, ENGR. CONST. DIVISION

CHIEF, CIVIL DESIGN BRANCH

DYLAN B. GRISSOM

SCALE: 1" = 10’

10’ 10’

1" = 10’-0"

CONCRETE BLOCK REVETMENT

PLAN

S.M.T.

E.G.C.

JANUARY 2014

Q1E-64/79.1

P l m e

P l t e

F i m e

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F il e s

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M id d le s b o r o

D y la n

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1 GAS LINE ADDED 08/2014 JH E.G.C.

NOTES:

TO STARTING WORK.

LIMITS OF EXCAVATION MUST BE APPROVED BY THE GOVERNMENT PRIOR

STAKE GAS LINE AND LIMITS OF EXCAVATION BEFORE STARTING WORK. 6.

POLICY.

EQUIPMENT CROSSINGS IN ACCORDANCE WITH DELTA GAS COMPANY

OF THE WORK. INSTALL FILL OR OTHER PROTECTIVE MATERIAL AT

THE GAS LINE MUST BE PROTECTED FROM DAMAGE DURING ALL ASPECTS 5.

PRIOR TO BEGINNING EXCAVATION OPERATIONS.

4. THE CONTRACTOR SHALL CONTACT KY ONE CALL FOR UTILITY LOCATION

BEGINNING WORK.

THE LINE SHALL BE FIELD LOCATED BY DELTA GAS PRIOR TO

PARALLEL TO THE CHANNEL. ITS APPROXIMATE LOCATION IS SHOWN.

DELTA GAS COMPANY OPERATES AN ACTIVE 8-INCH DIAMETER PIPELINE 3.

DISTURBED BY STAGING, ACCESS AND CONSTRUCTION ACTIVITIES.

SPECIFICATIONS OVER ACB REVETMENT AND ALL OTHER AREAS

SEEDING SHALL BE PERFORMED IN ACCORDANCE WITH THE 2.

FOR DETAILS, SEE SHEET (Q1E-64/80)1.

CHANNEL SLOPE.

BOTTOM OF

DETAIL.

SEE STANDARD FLANK

DOWNSTREAM TIE-IN

STANDARD FLANK DETAIL.

UPSTREAM TIE-IN. SEE

AS SHOWN ON DRAWING Q1E-64/80.

BY EXTENDING CULVERT THROUGH THE REVETMENT,

FOR CULVERT DISCHARGE OUTSIDE OF REVETMENT

REPLACE FAILED CULVERT IN KIND AND PROVIDE

N

Z

N

E

S L

O P

E

R

A N

S I

T I

O N

0+00

0+25

0+50

0+75

1+00

1+25

1+50

1+75

NORTHING

3395834.749

EASTING

5514255.098

ELEVATION

1148.050

2+00

EDGE OF CONCRETE CHANNEL.

BEGIN REVETMENT AT DOWNSTREAM

CONCRETE BLOCK REVETMENT

TRANSITION

25FT RIPRAP

END OF CONCRETE CHANNEL

OF SLOPE STD. DETAIL.

ACCORDANCE WITH TOP

BE ANCHORED IN

TOP OF SLOPE SHALL

CLEARING LIMITS

ROAD.

EXISTING ACCESS

LOCATION OF

APPROXIMATE

PLAN

F L

W