JPP - Dam Roadway Fence - RTA - Plans - Signed.pdf

®of Engineers

US Army Corps

Nashville District

Submitted:

(2.) The approval signatures appearing in the signature block on this sheet constitute approval of all drawings listed in the sheet index.

designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

(1.) This project was designed by the Nashville District of the U.S. Army Corps of Engineers. The initials or signatures and registration

Note:

Project Engineer

Approval Recommended:

Robert W. Baulsir P.E.

Chief, Civil Design Branch

Approved:

Samuel Cory Morgan P.E.

Chief, Structural Section

Michael Light

Plans For

Roadway Fence Installation J. Percy Priest Dam

Cumberland River Basin

Nashville, TN

Stones River

W912-P5-20-Q-0016

JUNE 2020

RTA

D

2 3

C

4 5

A

B

®of Engineers

US Army Corps

Nashville District

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IDENTIFICATION

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INDEX

DRAWING NUMBER DRAWING DESCRIPTION

DRAWING NUMBER DRAWING DESCRIPTION

DAM SPILLWAY & BRIDGE DRAWINGS

DAM - ROADWAY LIGHTING DETAILS

DAM - ROADWAY LIGHTING PLAN

DAM - MISCELLANEOUS METALS NO.1 - HANDRAILS AND GUARD FENCE

DAM - SPILLWAY BRIDGE - SECTIONS AND DETAILS

DAM - SPILLWAY BRIDGE - PLAN AND ELEVATION

DAM - MONOLITH NO.5 - PLAN AND ELEVATIONS

DAM - NON-OVERFLOW SECTIONS - SECTIONS, DETAILS AND REINFORCING

DAM - NON-OVERFLOW SECTIONS - PLAN, ELEVATIONS AND SECTIONS

DAM - GALLERIES AND ADITS

Q5-56/33.3

Q5-56/25.2

Q5-54/21.2

Q5-53/12.2

Q5-53/11.1

Q5-40/45.2

Q5-40/43.5

Q5-40/42.3

Q5-40/41.2

Q5-69/551

Q -6

/5

.d g n

SOUTH CORNER

NORTH CORNER

J. PERCY PRIEST DAM ROADWAY FENCE INSTALLATION

PROJECT WORK LIMITS

A

P R

W -P

-2

-Q

-0

W -P

-2

-Q

-0

LOCATION MAP

Q5-69/553

Q5-69/552

Q5-69/551

TYPICAL FENCE - DETAILS

PLAN AND PROFILE - GENERAL

INDEX - LOCATION MAP

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IL

L E T

E N

N E

S S

E E

N .T .S

A N

S I

D

M L

J C

T

/3

/2

M L

M L

W P -2

-Q

-0

W P -2

-Q

-0

C U

M B

E R

L A

N D R

IV

E R B

A S

IN

J P

E R

C Y P

R

IE

S T P

R O J E

C T

S T

O N

E S R

IV

E R T

E N

N E

S S

E E

R E

S T

R

IC

T E

D A

R E

A F

E N

C E

S T

A

.5

S T

A

.5

S T

A

.5

S T

A

.5

S T

A

.5

S T

A

.5

S T

A

.5

S T

A

.5

S T

A

.5

S T

A

.5

S T

A

.5

S T

A

S T

A

S T

A

S T

A

S T

A

3% SLOPE 3% SLOPE

EL. 522.0

S T

A

S T

A

.5

EL. 522.0

E L

.0

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

.5

S T

A

.5

S T

A

.5

S T

A

.5

S T

A

.5

S T

A

.5

S T

A

.5

S T

A

.5

S T

A

.5

S T

A

.5

S T

A

.5

S T

A

.5

S T

A

E X

IS

T

IN

G

F E

N

E

E X

IS

T

N

E

T

IE

IN

T

X

IS

T

N

E

T

IE

IN

IS

T

N

E

MO. 02MO. 01 MO. 04MO. 03 MO. 06MO. 05 MO. 08MO. 07 MO. 10MO. 09 MO. 12MO. 11 MO. 13 MO. 15MO. 14

MO. 02MO. 01

MO. 04

MO. 03

MO. 06

MO. 05

MO. 08MO. 07

MO. 09 MO. 10 MO. 12MO. 11 MO. 13 MO. 15MO. 14

NTS

GRADE SLOPE

AT CHANGE OF

PULL POST

GRADE SLOPE

AT CHANGE OF

PULL POST

3% SLOPE 3% SLOPE

GRADE SLOPE

AT CHANGE OF

PULL POST

GRADE SLOPE

AT CHANGE OF

PULL POST

P

IE

R

.1

S T

A

.5

P

.2

S T

A

.5

P

.3

S T

A

.5

F A

S P

IL

L W

A Y

F A

IL

L W

A Y

S T

A

S T

A

P

.1

S T

A

.5

P

.2

S T

A

.5

P

.3

S T

A

.5

SPILLWAY 1 SPILLWAY 2 SPILLWAY 3 SPILLWAY 4

Q5-69/552

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NOTES:

J. PERCY PRIEST DAM

DOWNSTREAM ELEVATION VIEW

J. PERCY PRIEST DAM

PLAN VIEW

NORTH

FLOW

FE6 FE5 FE6

50' LENGTH50' LENGTH

135' APPROXIMATELY 369.5 APPROXIMATELY 159' APPROXIMATELY

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®of Engineers

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US Army Corps au to

_t im e

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REPAIR

CONCRETE

LOCATION OF

NORTH CORNER SOUTH CORNER

SOUTH CORNER NOTES:NORTH CORNER NOTES:

EXISTING CONDITIONS.

EMBEDDED INTO CONCRETE AND WELDED TO BOTTOM BAR. SIMILAR TO

DRAINAGE, CONTRACTOR WILL REPAIR. WORK WILL INCLUDE REBAR PARTIALLY

IF CONTRACTOR REMOVES OR DAMAGES EXISTING FENCE SECTION OVER

DAMAGED, CONTRACTOR WILL REPLACE DAMAGED SECTIONS.

CONTRACTOR WILL NOT DAMAGE STORM DRAINAGE. IF STORM DRAINING IS

EXISTING CONDITIONS.

EMBEDDED INTO CONCRETE AND WELDED TO BOTTOM BAR. SIMILAR TO

DRAINAGE, CONTRACTOR WILL REPAIR. WORK WILL INCLUDE REBAR PARTIALLY

IF CONTRACTOR REMOVES OR DAMAGES EXISTING FENCE SECTION OVER

DAMAGED, CONTRACTOR WILL REPLACE DAMAGED SECTIONS.

CONTRACTOR WILL NOT DAMAGE STORM DRAINAGE. IF STORM DRAINING IS

A

A

B

B

A

P R

APPROPRIATE LOCATION.

EXISTING CORNER POST TO PLACE NEW CORNER POST IN THE

CONTRACTOR TO TIE INTO EXISTING FENCE. CONTRACTOR WILL REMOVE

PULL POSTS TO BE LOCATED AT GRADE SLOPE CHANGE

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USE AND SECTION

STEEL POST SCHEDULE

MIN OUTSIDE DIM. (NOM.)

X

X

X X X

XXX X

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X X X X X

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X X X X

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SIDEWALK

ROADWAY

A P

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Y

RAIL BASERAIL BASE

WALL ALUM. PIPE

4•"Ø X „"

PIPE

WALL ALUM.

3•"Ø X „"

PIPE

WALL ALUM.

3•"Ø X „"

WALL ALUM. PIPE

4•"Ø X „"

BRACKET

BOTTOM

BRACKET

TOP

VARIES

/1 /2

Q5-69/553

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1'-

(T Y

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1'-10

.5 " (T

Y P

DETAIL 1 - FE-6 & FE-5

N.T.S.

(NO PARAPET SHOWN FOR CLARITY)

FE-6 FENCE (50 ft) FE-5 FENCE CONTINUOUS

EXTENSION ARMS

BARBED-WIRE APRON ON

TOP RAIL

" MIN. DIA.8

TRUSS ROD

BRACE RAIL

BOTTOM RAIL

10'-0" MAX.

(CORNER SECTION BRACE PANEL)

10'-0" MAX.

(TYPICAL LENGTH SECTION)

LINE POST

(TYP)

OR CLIPS

TIE WIRES

(9 GAGE, 2" MESH)

CHAIN-LINK FABRIC

LINE POST

MID RAIL

EXTENSION ARM DETAILS

N.T.S.

(NO PARAPET SHOWN FOR CLARITY)

CORNER POST LINE POST

ROUND POSTS

TRUSS ROD AND BAND END OF GATE POST DETAIL TOP AND BOTTOM RAIL ATTACHMENT

BOTTOM RAIL DETAILSTENSION BAND DETAILS

FASTENING DETAILS

TOP BRACKET BOTTOM BRACKET

(TYP)

RIVETED FLUSH

" PLAIN PIN8

FABRIC)

BOTTOM OF

4" FROM TOP AND

MAX AND WITHIN

TIE WIRE (15" O.C.

9-GAGE STEEL

(TYP)

BARBED WIRE

45 DEG

35 DEG

"66" - CHAIN LINK FABRIC WIDTH IN INCHES.

"TBR" - FENCE WITH TOP RAIL AND BOTTOM TENSION WIRE

OUTRIGGER,

"FE6" - CHAIN LINK SECURITY FENCE WITH BARBED-WIRE ON SINGLE

"FE6 - TBR - 66" -

EXAMPLES:

MATERIALS

NOTES:

FENCE LEGEND

N.T.S.N.T.S.

BARBED WIRE FENCE (FE6) SECTION FENCE (FE5) SECTION

MOUNTING BRACKETS ISOMETRIC VIEW

(TYP)

RIVETED FLUSH

" PLAIN PIN 8

(TYP)

RIVETED FLUSH

" PLAIN PIN 8

TUBULAR - ROUND

TOP, BOTTOM & BRACE RAILS

TUBULAR - ROUND

LINE POSTS

TUBULAR - ROUND

CORNER, END & PULL POSTS

1.66" O. D.

45 EEG

HOLES

" DIA 4

/4

"2

7"

1' 0"

1' 6"

6" T Y P

M

IN

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/4

M

IN

R E

Q U

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"BRACKET

BOTTOM

BRACKET

TOP

"4

7"

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®of Engineers

US Army Corps of Engineers

US Army Corps au to

_t im e

ID

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TENSION WIRE

BARBED -WIRE OR

BOTTOM OF FABRIC)

AND WITHIN 4" FROM TOP AND

TENSION BAND (15" O.C. MAX.

BAND

TENSION

DOUBLE RAIL END

THREADS

BOLT W/ PEEN

3#8" CARRIAGE

O.C. MAX.)

TIE WIRES (2'-0"

9-GAGE STEEL

FABRIC LINK

ENGAGE EACH

TENSION BAR TO

TRUSS ROD (3/8" MIN. DIA.)

TENSION BAR

CARRIAGE BOLT

O.C. MAX.)

TIE WIRES (2'-0"

9-GAGE STEEL

TRUSS ROD (3/8" MIN. DIA.)

TRUSS ROD (3/8" MIN. DIA.)

A-A B-B

A

A

B

B

A

P R

S.

R.

Š.

T.

7"

D-RING

5"

(TYP.)

LOCK PIN

POST

CORNER

DAMAGED BASEDAMAGED CONCRETE PARAPET & BASE

MAINTAIN AN 8 INCH MINIMUM DISTANCE FROM BOLT HOLE TO CONCRETE EDGE.

INSTALLATION FOR APPROVAL

CONTRACTOR TO SUBMIT MANUFACTURERS SHEET PRIOR TO PURCHASE AND

MOUNTING BRACKET MAY VARY DIMENSIONALLY DEPENDING ON MANUFACTURER.

H.

G.

F.

E.

D.

C.

B.

A.

P.

O.

N.

M.

L.

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PARAPET

TOP OF

BELOW

PLACED

NOTE M

NOTE M

RTA

2.375" O. D.

2.875" O. D.

NEEDED TO SATISFY DIMENSIONS INDICATED ON DRAWINGS.

BE APPROXIMATELY 92 INCHES. CONTRACTOR WILL MAKE ADJUSTMENTS AS

*HEIGHT IS FROM TOP RAIL TO BOTTOM RAIL. FULL LENGTH OF POSTS WILL

THROUGHOUT

-CHAIN LINK FENCE APPROXIMATELY 66" HEIGHT AND TOP AND BOTTOM RAIL

TYPE FE5-TBR-66*

SINGLE OUTRIGGER AND TOP & BOTTOM RAIL THROUGHOUT

- CHAIN LINK FENCE APPROXIMATELY 66" HEIGHT W/ BARBED -WIRE ON

TYPE FE6-TBR-66*

NEW FENCE WILL TIE INTO EXISTING FENCE PERPENDICULAR TO ROADWAY.

CHANGE IN SLOPE GRADE.

PROVIDE BRACE PANEL WHENEVER STRAIGHT RUNS EXCEED 500 FEET OR

BOLTS. OUTRIGGERS EXTENSION ARMS ARE POINTED TOWARD ROADWAY.

RAIL SHALL BE ATTACHED TO DOUBLE RAIL ENDS USING …" CARRIAGE

PLACED ON THE OPPOSITE SIDE OF THE SECURE AREA.

SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE

WIRE TIES, RAILS, POSTS AND BRACES SHALL BE CONSTRUCTED ON THE

TO LIMIT TYPES OF FENCE SECTIONS AND METHODS OF INSTALLATION.

DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED

STANDARD DRAWINGS FOR REFERENCE.

CONTRACTOR TO REFER TO TENNESSEE DEPARTMENT OF TRANSPORTATION

REMOVE FENCE.

TEMPORARY SINGLE LANE ROAD CLOSURE MAY BE REQUIRED TO PLACE AND

FILLED WITH FILLER GROUT.

WITH CONCRETE SURFACE. VOID LEFT FROM BOLT WILL BE PATCHED OR

ROAD. EMBEDDED BOLTS SHALL BE REMOVED OR CUT AND GROUND SMOOTH

AND ACCESSORY MATERIALS IN ITS ENTIRETY ALONG DOWNSTREAM SIDE OF

CONTRACTOR TO REMOVE EXISTING FENCE FABRIC, POSTS, WELD PLATES

APPROXIMATE SIZE IS 6 FT X 2 FT X 10 • IN.

DOWNSTREAM PARAPET. LOCATION IS INDICATED ON SHEET Q5-69/552.

DAMAGED CONCRETE LOCATED ON THE SOUTH-WEST SIDE OF DAM ALONG

REPAIR SECTION ACCORDING TO ACI 546R-14

CONTRACTOR TO REPAIR DAMAGED CONCRETE SECTION. CONTRACTOR WILL

DAMAGE TO OTHER SIDE OF PARAPET, CONTRACTOR TO REPAIR.

CONTRACTOR MAY SIZE LARGER TO FIT BRACKETS. IF CONTRACTOR CAUSES

-MINIMUM DIAMETER OF •".

-MINIMUM EMBEDMENT OF 7".

STAINLESS STEEL 304, EXTERNALLY THREADED, WEDGE ANCHOR.

ADHESIVE.

ANCHORING EPOXY. CONTRACTOR TO SECURE USING GOVERNMENT APPROVED

THREADED ROD, WASHER AND NUT. UTILIZE STRUCTURAL INJECTION

APPROVED EQUIVALENT. CONTRACTOR TO UTILIZE STAINLESS STEEL

CONCRETE, SEISMIC AND SAFE SET CONDITIONS. HIT-HY-200 OR GOVERNMENT

CONTRACTOR TO PROVIDE EPOXY AND ANCHORS WHICH SATISFY CRACKED

SMALL DIAMETER ALUMINUM PIPES FOR GOVERNMENT SUPPLY.

CONTRACTOR WILL SUPPLY 2 ADDITIONAL RAIL BASES AND 2 LARGE AND

ON SITE.

APPROXIMATELY 92 INCHES IN LENGTH. CONTRACTOR TO VERIFY LENGTHS

TO REPLACE 5 OR LESS THAN SMALL DIAMETER ALUMINUM PIPES. PIPES ARE

PIPES AS DETERMINED BY THE COR WITH PAINT. CONTRACTOR WILL EXPECT

CONTRACTOR WILL SUPPLY AND REPLACE 8 LARGE DIAMETER ALUMINUM

EXACT RAIL BASES TO BE REPLACED WITH PAINT.

CONTRACTOR WILL SUPPLY AND REPLACE 8 RAIL BASES. COR WILL INDICATE

H3ECXML9

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