JPP - Restricted Area Fence - RTA - Folio - 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

W912P520Q0017

Plans For

Fence Installation J. Percy Priest Restricted Area

Cumberland River Basin

Nashville, TN

Stones River

JUNE 2020

RTA

D

2 3

C

4 5

A

B

®of Engineers

US Army Corps

Nashville District

X X

X /X /X

X X

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IDENTIFICATION

SHEET

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P lo t T im e

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F il e N a m e

T im e

D a te

F il e

INDEX

DRAWING NUMBER DRAWING DESCRIPTION

L O

C A

T

IO

N M

A P

IN

D

E X

B E

N J

A M

IN

L

R O

H R

B A

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M

IK

E L

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G J C

T

LOCATION MAP

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A F

E N

C E

Q5-64/73

Q5-64/72

Q5-64/71.B

Q5-64/71.A

Q5-64/71

A

P R

W -P

-2

-Q

-0

W -P

-2

-Q

-0

Q5-64/71

Q -6

/7

.d g n

PROJECT WORK

TYPICAL FENCE GATE- DETAILS

TYPICAL FENCE - DETAILS

PROJECT BOUNDARY SURVEY PROFILE

PROJECT MAP - PROJECT BOUNDARY SURVEY

INDEX - LOCATION MAP

DEPARTMENT OF THE

USING SERVICE

COUNTY

DIVISION

ARMY AREA

PROJECT MAP

LOCATION OF PROJECT

OF

OF

As Applicable

STATE

DISTRICT

ARMY

U.S. ARMY

6TH ARMY

APPROVED BY DATE

SHEET DRAWING NO.

This sheet originally formatted to ANSI_D, 22”X34”.

OF

Geographer

PREPARED BY

FIELD SURVEYOR

CHECKED BY

SURVEY COMPS.

REVIEWED BY

GEOSPATIAL SECTION

PROJECT BOUNDARY SURVEY

SURVEY COMPLETED BY

LAKES AND RIVERS DIVISION

NASHVILLE DISTRICT

ENGINEERING & CONSTRUCTION DIVISION

SURVEYING AND MAPPING SECTION

Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community, Sources: Esri, HERE, Garmin, FAO, NOAA, USGS, © OpenStreetMap contributors, and the GIS User Community

© OpenStreetMap (and) contributors, CC-BY-SA

GENERAL

PROJECT

LOCATION

I hereby certify that this is a Category I survey and the ratio Category I survey and the ratio survey and the ratio of precision of the unadjusted survey is 1:10,000 or greater as shown hereon. This survey was done in compliance with current Tennessee

Minimum Standards of Practice.

Alexander Fenili, PLS Date of Plat or Map: April 16th, 2020 Tennessee Registered Land Surveyor #3267 801 Broadway Nashville, TN 38135

(615) 736-2047

Alex N Fenili, P.S.

Dan P MacDonald

ANF/SHH

ANF

ANF

TENNESSEE

Davidson

LAKES AND RIVERS DIVSION (LRD)

NASHVILLE (LRN)

9.1 Miles E. Nashville

3.5 MILES S Hermitage

JPP SURVEYED

BOUNDARY

NASHVILLE DISTRICT

USACE REGULATORY DIVISION

S °3 2' "W

1.

5'

(5 .2 2' R

S °2 4' "W

0.

4'

(6 .0 8' R

S77°37'00"E

394.52' R & M

S °2 2' "W

2.

3'

(6 .7 1' R

Proposed Security Fence

101-1 109-2

111-1

FND USACE

BRASS DISK

MONUMENT

FND T-BAR

WITH CAP

FND USACE

BRASS DISK

MONUMENT

Proposed Security Fence

Option 01

116 115

Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community

0 120 24060 US Feet

PROPOSED FENCE

FEE BOUNDARY

Lines

FOUND USACE BRASS

DISK MONUMENT

FOUND T-BAR

WITH CAP

NOT FOUND

USACE BRASS DISK

MONUMENT

NOT FOUND T-BAR

WITH CAP

Monuments

DEPARTMENT OF THE ARMY

OFFICE OF THE NASHVILLE DISTRICT ENGINEER

LAKES AND RIVERS DIVISION

REFERENCE NORTH:

BASIS OF BEARINGS ARE BASED GRID NORTH

IN THE TENNESSEE STATE PLANE COORDINATE

SYSTEM (4100), NAD83(2011), U.S. SURVEY FEET,

DERIVED BY STATIC GPS OBSERVATIONS ON

SITE DURING THIS SURVEY AND PROCESSED

VIA OPUS.

1,785,098.90N

660,452.87E FT US

1,786,065.27N

659,897.50E FT US

Arial-BoldMTBOUNDARY REQUESTED BY:

This boundary survey was requested requested by Mike Light, Civil Design Branch Structural Section

Special & Survey notes:

1. Plat represents a boundary survey of the government boundary line of a portion of parcel 108, 109, 111 and 143 shown. Said parcel being a parcel of land in Slover Triangle Subdivision in the Eden Bay Area on Eddy Creek, J. Percy Priest Lake, Nashville State Tennessee.

2. For Boundary aspects of this survey, RTK GPS positional data was observed between the dates of 1-21-20 and 1-27-20 utilizing Leica GS14 dual frequency base and rover receivers. The grid coordinates of the fixed stations shown were derived from static observations on control set processed via OPUS. Subsequent measurements were taken utilizing a Leica MS-60 robotic total station. Positional accuracy of the GPS vectors does not exceed 0.05' horizontally and vertically.

3. Survey is valid only if print has original seal and signature of surveyor.

4. All buildings and surface and subsurface improvements adjacent to the site are not necessarily shown hereon.

5. Environmental conditions were examined for the fence alignment included bat habitats, cemetery(s), existing sinkholes and trails, trees and other environmental and cultural resources.

6. The parcel surveyed is accessed via Lincoya Drive, an asphalt paved roadway. Said roadway appears to be a public roadway maintained by the Nashville, TN.

7. Horizontal Datum for the attached survey is Tennessee State Plane Coordinates (4100), NAD 1983 (2011) determined by GPS observation of set Control Monument established by USACE at the time of the survey, January 21, 2020. Control monument was post-processed using OPUS.

8. Vertical Datum for the attached survey is NAVD 1988 (GEOID 12B) determined by GPS observation of set Control Monument established by USACE at the time of the survey, January 21, 2020.

Control monument was post-processed using

OPUS.

9. This survey was completed without the benefit of a title commitment.

10. See sheets Q5-64/72 & 73 for alignment and layout of fence.

109 1785029.16 660682.05 588.66 #109 FND USACE MON

101-1 1784934.73 660042.98 0 #101-1 DNF/DNS

109-2 1785320.07 659958.38 0 #109-2 DNF/DNS

111 1785578.55 659908.68 0 #111 DNF/DNS

111-1 1785528.87 659258.57 517.42#111-1 FND T-BAR W/CAP

PN Northern Eastern Elevation Description

PROPOSED FENCE

OPTION 01

H3ECXML9

Text Box Q5-64/71.A

H3ECXML9

Text Box

XIV

XIII

XII

XI

X

IX

VIII

VIIVIVIVIII

II

I

XV

XIV

XVIII

XVII

XVI

XX

Esri, HERE, Garmin, (c) OpenStreetMap contributors, and the GIS user community, Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the

GIS User Community

549.82

542.85

526.32

517.99

501.01 505.14

492.15

499.05 496.87

509.18 511.7 512.25 512.03 506.31

491.51

I II III IV IX V VI VII VIII X XI XII XIII XIV XV

El ev ati o n in

F e et

Distance in 100 Foot Increments

Change in Elevation from West to East Base Task

542.46 543.17

544.03 542.45

549.82

XIV XVIII XVII XVI XX

El ev ati o n in

F e et

Distance in 100 Foot Increments

Change in Elevation from North to South 01 Option

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/0

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Q5-64/72

10'-0" MAX.

(CORNER SECTION BRACE PANEL)

10'-0" MAX.

(TYPICAL LENGTH SECTION)

TOP RAIL TOP RAIL

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®of Engineers

US Army Corps of Engineers

US Army Corps au to

_t im e

ID

Sheet

NOTES:

USE AND SECTION

STEEL POST SCHEDULE

MIN OUTSIDE DIM. (NOM.)

EXAMPLES:

2.375" O.D.

2.875" O.D.

TUBULAR - ROUND

TOP, BOTTOM & BRACE RAILS

TUBULAR - ROUND

LINE POSTS

TUBULAR - ROUND

CORNER, END & PULL POSTS

1.66" O.D.

1.90" O.D. TUBULAR - ROUND

GATE FRAME

FENCE LEGEND

FE-5 FENCE CONTINUOUS

A B

LINE POST

A B

BOTTOM RAIL

BRACE RAIL

(TYP)

OR CLIPS

TIE WIRES

TOP RAIL

" MIN. DIA.8

TRUSS ROD

CORNER POST

N.T.S.

BRACE PANEL DETAIL

PULL POST

TRUSS ROD

BRACE RAIL LINE POST

10'-0" MAX.

(TYPICAL LENGTH SECTION)

10'-0" MAX.

(TYPICAL LENGTH SECTION)

N.T.S.

DETAIL 1 - FE5 - TR - 84

CHAIN - LINK SECURITY FENCE

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

BOTTOM OF FABRIC)

AND WITHIN 4" FROM TOP AND

TENSION BAND (15" O.C. MAX.

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

BOTTOM RAIL DETAILS

TENSION BAND DETAILS

FASTENING DETAILS

B

TENSION WIRE

BARBED-WIRE OR

BAND

TENSION

DOUBLE RAIL END

THREADS

BOLT W/ PEEN

3#8" CARRIAGE

O.C. MAX.)

TIE WIRES (2'-0"

9-GAGE STEEL

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

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

ROUND POSTS

FENCE

SECTION

16" 42" 36"

POST

LINE

TERMINAL

"A" DIAM.. "B" DEPTH "C" DEPTH

12" 42" 36"

"84" - CHAIN LINK FABRIC WIDTH IN INCHES.

"TBR" - FENCE WITH TOP RAIL AND BOTTOM RAIL

"FE5" - CHAIN LINK SECURITY FENCE,

"FE5 - TBR - 84" -

DIMENSIONS INDICATED ON DRAWINGS.

*CONTRACTOR WILL MAKE ADJUSTMENTS AS NEEDED TO SATISFY

RAIL THROUGHOUT

-CHAIN LINK FENCE APPROXIMATELY 84" HEIGHT AND TOP AND BOTTOM

TYPE FE5-TBR-84*

10' CENTER OF POST TO CENTER OF POST (MAXIMUM)

TOP RAIL

AS SPECIFIED

DIA. OF POST

FOOTING

CONCRETE "C

"B

F E

N C

E F

A B

R

IC

H

E

IG

H T

T Y

P

CHAIN LINK FENCE FOUNDATION

GROUNDING DETAIL

OF COPPER

CLAMP-TYPE FITTING

WELD OR APPROVED

MOLDED EXOTHERMIC

FENCE POST

COPPER WIRE

#8 AWG SOLID

ROD

GROUND

STEEL

CLAD

COPPER -

" DIA. 4

FENCE

H.

G.

I.

FABRIC)

BOTTOM OF

4" FROM TOP AND

MAX AND WITHIN

TIE WIRE (15" O.C.

9-GAGE STEEL

"A"

F.

E.

D.

C.

B.

A.

GRAVEL BASE

FENCE

SECTION

16" 18"

POST

LINE

TERMINAL

"A" DIAM.. "B" DEPTH "C" DEPTH

12" 12"

FENCE 22"

18"

A G

G R

E G

A T

E to

A G

G R

E G

A T

E to

A G

G R

E G

A T

E to

DETAILSROCKFOOTING EMBEDMENT IN

DETAILSSOILFOOTING EMBEDMENT IN

Q -6

/7

.d g n

A

P R

OF 1 •", USED FOR DRAINAGE BELOW CONCRETE SECTIONS.

GRAVEL AGGREGATES PRIMARILY CONSISTS OF 1" GRAVEL WITH A TOP SIZE

CHANGE IN SLOPE GRADE GREATER THAN 15%.

PROVIDE BRACE PANEL WHENEVER STRAIGHT RUNS EXCEED 250 FEET OR

CARRIAGE BOLTS

BOTTOM RAIL SHALL BE ATTACHED TO DOUBLE RAIL ENDS USING 3#8"

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

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Q5-64/73

TRUSS ROD (TYP)

LINE POST (TYP)

BRACE RAIL (TYP)

BOTTOM RAIL (TYP)

LEAF

F A

B R

IC

F

E N

C E

GATE FRAME

LATCH ASSEMBLY

BRACE RAIL (TYP)

TOP RAIL (TYP)

CONCRETE

(9 GAGE, 2" MESH)

CHAIN-LINK FABRIC

SEPARATE FENCE SECTION WILL UTILIZE TOP AND BOTTOM RAIL.

BRACE PANEL SECTIONS AT PULL POSTS

TYPICAL FENCING

END MOST SECTION EQUIPPED WITH REFLECTIVE MATERIAL

REFLECTIVE STRIP

GATE OPENING

N.T.S.

SWING GATE

10'-0" MAX.

(TYPICAL LENGTH SECTION)

10'-0" MAX.

(TYPICAL LENGTH SECTION)

10'-0" MAX.

(TYPICAL LENGTH SECTION)

10'-0" MAX.

(TYPICAL LENGTH SECTION)

EXTENSION FENCE SECTION - OPTION 02

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®of Engineers

US Army Corps of Engineers

US Army Corps au to

_t im e

ID

Sheet

EL. 492.0

EL. 491.0

EL. 490.0

EL. 489.0

EL. 488.0

EL. 487.0

POST BASE

24"

NOTES:

USE AND SECTION

STEEL POST SCHEDULE

MIN OUTSIDE DIM. (NOM.)

2.375" O.D.

2.875" O.D.

TUBULAR - ROUND

TOP, BOTTOM & BRACE RAILS

TUBULAR - ROUND

LINE POSTS

TUBULAR - ROUND

CORNER, END & PULL POSTS

1.66" O.D.

1.90" O.D. TUBULAR - ROUND

GATE FRAME

WINTER POOL

EXTENSION FENCE SECTION:

TYPICAL RESERVOIR CONDITIONS

TYP. RESERVOIR STAGE

FLOOD POOL

TYP. MONTHS

APR - OCT

NOV - MAR

490.0

483.0

504.5

ELEV.

RESERVOIR CONDITIONS

EL. 493.0

PREVENT MOVEMENT.

DETAILED. CONTRACTOR TO MECHANICALLY SECURE EACH INSERT TO

INSERTS. INSERTS TO BE PLACED EVERY THIRD FABRIC DIAGONAL. AS

CONTRACTOR TO INSTALL DOUBLE SIDED REFLECTIVE SAFETY FENCE

POST BASE ELEVATION.

FINAL POSITION WILL BE DETERMINED IN FIELD ACCORDING TO LOWEST

CONTRACTOR TO EXTEND FENCE LINE STRAIGHT TOWARDS RESERVOIR.

F.

E.

D.

C.

B.

A.

H.

G.

SUMMER POOL

L.

K.

J.

I.

60" OPENING

Q -6

/7

.d g n

.0

.2

EL. 494.0

N.T.S.

RESERVOIR ELEVATIONS

NTS

REFER TO UFC-700 / NOT SHOWN ON AERIAL VIEW

N.T.S.

AERIAL VIEW

C, D, E, & F

REFER TO NOTES

RESERVOIR ELEVATIONS MAY VARY DUE TO WEATHER CONDITIONS.

RESERVOIR ELEVATIONS ARE APPROXIMATE TARGETS. ACTUAL

GATES

FLOOD POOL - MAX ELEVATION BEFORE OVER TOPPING THE DAM

WATER SHED STORAGE

WINTER POOL - TARGETED WATER LEVEL TO ALLOW ADEQUATE

AT NORMAL OPERATING CONDITIONS

FULL / SUMMER POOL - TARGETED WATER LEVEL OF RESERVOIR

RTA

FIELD BY COR WITH CONTRACTOR INPUT.

PROJECT BOUNDARY SURVEY SHEET. POSITION WILL BE DETERMINED IN

GATE SECTION WILL BE LOCATED ALONG BASE SECTION AS INDICATED ON

GATE LOCATION:

5' (60") WIDE GATE ACTUALLY MEASURES APPROXIMATELY 56" WIDE.

ALLOWS SPACE FOR STANDARD HINGES AND FORK LATCH.

ACTUAL SINGLE GATE WIDTHS ARE APPROX. 4" LESS THAN THE WIDTH. THIS

RAIL CONNECTIONS.

BANDS, AND ALUMINUM TIE WIRES ATTACH THE FABRIC AT ALL HORIZONTAL

ATTACHED TO THE GATE UPRIGHTS WITH TENSION BARS AND TENSION

JOINTS WITH A COLD GALVANIZED PAINT. THE CHAIN LINK FABRIC IS

FOR A STRONG AND AESTHETIC FINISH. CLEAN AND PAINT THE WELDED

D WITH 9 GA. GALVANIZED FABRIC. THE CORNERS ARE NOTCHED AND WELDED

GATE FEATURE A WELDED 1-5/8" HF20 GALVANIZED GATE FRAME STRETCHE

GATE TO OPEN TOWARDS GOVERNMENT SIDE. CHAIN LINK SINGLE SWING

GATE ASSEMBLY:

CONSTRUCTION

CONTRACTOR SHALL REFERENCE PLANS AND UFC 4-022-03 DURING

http://percypriest.uslakes.info/Level/

CAN BE CONDUCTED WITHOUT COMPLICATIONS. REFER TO

CONTRACTOR WILL MONITOR RESERVOIR LEVELS DAILY TO ENSURE WORK