February 12, 2016

MEMPHIS AND SHELBY COUNTY

LEGEND

INDEX OF SHEETS

TITLE SHEET

GENERAL NOTES

S.M.H.

D.M.H.

EXISTING DRAIN PIPE

EXISTING SEWER PIPE

EXISTING DRAIN MANHOLE

EXISTING SEWER MANHOLE

EXISTING LIGHT POLE

EXISTING TREE/VEGETATION LINE

EXISTING FENCE LINE

SA

1

VICINITY MAP

N.T.S.

1

6775 Lennox Center CourtMemphis, Tn. 38115

901-726-0810FAX: 901-272-6911

ENSLEY LEVEE CLEARINGFROM: L LEVEE STA. 89 60

BEGIN PROJECT

STA. 89+60

(SIZE)

RCP(SIZE)

PORT COMMISSION2

TO: L LEVEE STA. 152 35

S

D

9

SOUTH CYPRESSCREEK

RD

.

STATE PARK)

STATE OF

SE

WA

NE

E

CO

OK

RD

.

BO

XT

OW

N

BOXTOWN

61

14ENSLEY

PUMPINGSTATION

725.6

MILE

RIVER

WINCHESTER RD

HO

RN

L

AK

E C

UT

OF

F

CORPS OF

ENGINEERSENSLEY YARD

NUCOR

STEEL

HO

RN

LA

KE

RD

.

S. T

HIR

D S

T.

MALLORY AVE.

I-55

CREEK

LP

HARBORRIVERGATE

NONCONNAH

RIVERGATEINDUSTRIAL

PORT

HARBOR CHANNELTREASURE ISLAND

MITCHELL RD.

PEEBLES RD.

BROOKS RD.

HO

RN

LA

KE

RD

.

S. T

HIR

D S

T.

NE

EL

Y R

D.

FO

RD

RD

.

(T.O. FULLER STATE PARK)

STATE OF TENNESSEE

(T.O. FULLER

TENNESSEE

MIT

CH

EL

L R

D.

BOXTOWN

WE

AV

ER

RD

.

FIELDS RD.

RIV

ER

PO

RT R

D.

RAINES RD.

RAINES RD.

SE

WA

NE

E R

D.

JOHNSTON RAIL YARDS

McKELLAR LAKE

LP

CHANNEL AVE.

BU

OY

ST

.

FOSSIL PLANT

ALLEN

T.E. MAXSON

TREATMENTFACILITY

HARBOR AVE.

CHUCALISSA

PARKB

UO

Y S

T.

RIVERPORT RD.

FRANK C. PIDGEON

EARTH COMPLEX/

INDUSTRIAL PARK

I.C.R

.R. L

OW

LIN

E

PLANT RD.

M I S

S

I S

S

I P

P

I R

I V

E

R

PLA

NT R

D.

INDUSTRIAL PARKPRESIDENTS ISLAND

MEMPHIS AND SHELBYCOUNTY PORT COMISSION

LE

VE

E

BELZ

RIVERPORT RD.

INVESTCO

L.P.

RAILROAD

SPUR

LOCATION PLAN

BROOKS RD.

MITCHELL RD. WINCHESTER RD.

RAINES RD.

SHELBY DR.

HOLMES RD.

HWY. 6

1

WE

AV

ER

RD

.

HW

Y. 5

1

AIR

WA

YS

PE

RK

INS

RD

.

PARK AVE.E.

EL

VIS

PR

ES

LE

Y

CRUMP

SOUTHERN AVE.

CENTRAL AVE.

UNION GROVE RD.WALNUT

POPLAR

AVE.

TH

IR

D S

T.

TH

OM

AS

S

T.

SUMMER AVE.

CHELSEA AVE.

JACKSON AVE.

WA

TK

INS

JAMES

RD.

FRAYSER-RALEIGH

LA

MA

R

AV

E.

RA

MIL

L R

D.

YALE RD.

M IS SIS SIPPI

VRI

ER

NORTH HORN

LAKE

PRESIDENTS

ISLAND

CITY LIMITS

WO

LF

RIV

ER

S. PARKWAY

NN

NONCOAH

CREEK

CH

UL

AH

OM

AT

PROJECT LOCATION

1 inch = 1200 ft.

( IN FEET )

GRAPHIC SCALE

01200 600 1200 2400

PROP.ELECTROLUX

SITE

MEMPHIS

INTERMODAL

GATEWAY

RIV

ER

PO

RT

RD

.

RIV

ER

PO

RT

RD

.

RIV

ER

PO

RT

RD

.

BU

OY

RD

.

BO

XT

OW

NR

D.

PLANT RD.

END PROJECT

STA. 152+35

TYPICAL SECTIONS 3

T:

\ 24602.0

1 \

PL

AN

S \

602 C

OV

ER

SH

T.D

WG

LP

CC

EXISTING CONDITIONS AND CLEARING PLAN 4 - 9

PROPOSED AREA OF CLEARING

EXISTING RIVERPORT RD. R.O.W.

EXISTING LEVEE R.O.W.

PROPOSED CLEARING LIMIT

EXISTING GUY POLE

LP

GUY

EXISTING LIGHT POLEPP

02/12/16SAT

E

T

OF TENN ES

SE

E

NE

AL

K W.TRIC

PA

RE

GIS

TERED ENG

INE

ER

N

o. 104504

T:

\ 24602.0

1 \

PL

AN

S \

602 G

EN

NO

TE

S.D

WG

GENERAL NOTES

1 1

2

N.T.S.

GENERAL NOTES:

EXISTING CONDITIONS AS SHOWN HEREIN (INCLUDING LEVEE TOE, VEGETATION LIMITS, PROPERTY LINES, AND

OTHER ITEMS) ARE BASED ON A COMBINATION OF OLD FIELD SURVEYS, ORIGINAL CONSTRUCTION PLANS, AND

OTHER DOCUMENTS. THEREFORE THE CURRENT EXISTING CONDITIONS MAY NOT BE ACCURATELY REPRESENTED.

EXISTING LEVEE R.O.W. AS SHOWN ON ALL SHEETS IS FROM CORPS OF ENGINEERS, R.O.W. MAP, MEMPHIS HARBOR

PROJECT, ITEM L-729, SERIAL 15618, FILE 153/L2, SHT. 1 OF 1 , DATED AUG. 1957. NO LEGAL DESC. OR OTHER

DOCUMENTATIONS OF THE R.O.W. HAS BEEN LOCATED.

THE LEVEE CENTERLINE AND STATIONS AS SHOWN HAVE BEEN OBTAINED FROM CONSTRUCTION PLANS ENTITLED

"MEMPHIS HARBOR PROJECT LEVEE WORK ITEM NO. L-729.2", SERIAL 16458, FILE 153/L-11.1 AND DATED JUNE, 1960.

THE COORDINATES FOR EACH P.I. STATION AS SHOWN ARE NAD83 AND HAVE NOT BEEN DATUM ADJUSTED.

THE LOCATIONS OF UTILITIES SHOWN WITHIN THESE PLANS ARE APPROXIMATE ONLY. EXACT LOCATIONS

SHALL BE DETERMINED IN THE FIELD BY CONTACTING THE UTILITY COMPANIES INVOLVED. NOTIFICATION BY

CALLING THE TENNESSEE ONE CALL SYSTEM, INC., AT 1-800-351-1111 AS REQUIRED BY TCA 65-31-106 WILL BE REQUIRED.

CLEARING:

THIS WORK SHALL CONSIST OF CLEARING, REMOVAL, AND DISPOSAL OF ALL VEGETATION AND DEBRIS WITHIN

THE CLEARING LIMITS AS INDICATED IN THE DRAWINGS, UNLESS DIRECTED OTHERWISE BY THE OWNER.

. THE AREA TO BE CLEARED SHALL BE CLEARED OF ALL TREES, LOGS, SHRUBS, BRUSH, PROJECTING ROOTS, HEDGES,

WEEDS, AND OTHER PROTRUDING OBSTRUCTIONS.

. ALL STUMPS OF ANY SIZE OR TYPE SHALL BE CUT AND/OR GROUND (CHIPPED) FLUSH WITH EXISTING GROUND.

. AT THE CLEARING BOUNDARY, ALL LOW HANGING BRANCHES AND/OR SHRUBS SHALL BE TRIMMED OR REMOVED TO

OBTAIN A CLEAR HEIGHT OF 12 FEET ABOVE EXISTING GROUND. ALL TRIMMING SHALL BE PERFORMED BY SKILLED

WORKMEN IN ACCORDANCE WITH GOOD TREE SURGERY PRACTICES.

. ALL STUMPS, LIMBS, TREES, EXPOSED ROOTS, BRUSH, SHRUBS, BRIARS, AND OTHER VEGETATIVE MATERIAL SHALL

BE HAULED OFF SITE AND DISPOSED OF IN AN ACCEPTABLE MANNER. BURNING, BURYING ON SITE, OR DUMPING IN

WATER WILL NOT BE ALLOWED.

RESTORATION:

THIS WORK SHALL CONSIST OF GROUND PREPARATION AND SEEDING OF THE CLEARED AREA, AS FOLLOWS:

. PRIOR TO RESTORATION OF THE CLEARED AREA, ALL TRASH, RUBBISH, DEBRIS, GARBAGE, AND OTHER UNDESIRABLE

MATERIALS SHALL BE REMOVED AND DISPOSED OF IN AN ACCEPTABLE MANNER.

. ALL CLEARED AND/OR DISTURBED AREAS SHALL BE FINAL DRESSED AND SMOOTHED AND LEFT IN A NEAT, SAFE,

AND WORKMANLIKE MANNER.

. THE CLEARED AND DRESSED AREA SHALL BE SEEDED WITH MULCH.

IT IS THE INTENT OF THIS PROJECT THAT AT COMPLETION THE CLEARED LEVEE AREA SHALL BE SUITABLE FOR FUTURE

MOWING AND/OR CUTTING VIA TRACTOR-TOWED EQUIPMENT.

SPECIAL REQUIREMENTS, INSURANCE, PERMITS, AND FLAGMEN ARE REQUIRED FOR WORK WITHIN THE CN/IC RAILROAD RIGHT-OF-WAY.

THE CONTRACTORS ATTENTION IS CALLED TO THE FACT THAT MUCH OF THIS WORK IS ADJACENT TO STANDING WATER, THE

McKELLAR LAKE PORTION OF WHICH IS CONTROLLED BY MISSISSIPPI RIVER WATER SURFACE ELEVATIONS.

1.

2.

3.

4.

5.

6.

7.

8.

DATE:

DATE:

DATE:

SURVEY:

DESIGN BY:

DRAWN BY: SCALE:

BOOK:

PFI PROJ. NO.:

PFI

PFI

N/A 24602.01N/A

12/14

12/14

MEMPHIS, TENNESSEE

MEMPHIS & SHELBY COUNTY PORT COMMISSION

SHEET of

ENSLEY LEVEE CLEARING

9

SAT

E

T

OF TENN ES

SE

E

NE

AL

K W.TRIC

PA

RE

GIS

TERED ENG

INE

ER

N

o. 104504

02/12/16

GROUND

EXIST

EXIST. RIVERPORT ROAD SECTION

GROUND

EXIST

T:

\ 24602.0

1 \

PL

AN

S \

602 T

YP

SE

CT

.DW

G

TYPICAL SECTIONS

1 1

3

EXIST.

RIVERPORT

ROAD

R.O.W.

2 LANES @ 12’-0" = 24’-0"

RIVERPORT ROAD R.O.W. WIDTH VARIES

2 LANES @ 12’-0" = 24’-0"

RIVERPORT ROAD R.O.W. WIDTH VARIES

CL

RIVERPORT

ROAD

EXIST.

RIVERPORT

ROAD

R.O.W.

L

LEVEE

C

VARIES

EXIST. LEVEE SECTION

L

LEVEE

C

EXIST. LEVEE R.O.W. (RIGHT):

87+00 TO 90+03 = 100’

90+03 TO 109+60 = 850’

109+60 TO 115+55 = VARIES

115+55 TO 145+42 = 300’

145+42 TO 153+00 = NO R.O.W. INSIDE CORP. OF ENGINEERS PROPERTY

RIVER SIDELAND SIDE

LAND SIDE RIVER SIDE

STA. 87+00 TO STA. 100+00

STA. 103+00 TO STA. 114+00

STA. 140+00 TO STA. 152+35

STA. 100+00 TO STA. 103+00

STA. 114+00 TO STA. 140+00

VARIES 20’

TOE OF LEVEE

CL

EA

RIN

G L

IMIT

S

20’

CL

EA

RIN

G L

IMIT

S

VARIES

TOE OF LEVEE

N.T.S.

APPROX. 10’

GRAVEL

VARIES20’

TOE OF LEVEE

CL

EA

RIN

G L

IMIT

S

CL

EA

RIN

G L

IMIT

S

@ V

EG

ET

AT

ION

LIM

IT

VARIES20’

TOE OF LEVEE

CL

EA

RIN

G L

IMIT

S

GROUND

EXIST GROUND

EXIST

EXIST. LEVEE R.O.W. (RIGHT):

87+00 TO 90+03 = 100’

90+03 TO 109+60 = 850’

109+60 TO 115+55 = VARIES

115+55 TO 145+42 = 300’

145+42 TO 153+00 = NO R.O.W. INSIDE CORP. OF ENGINEERS PROPERTY

EXIST. LEVEE R.O.W. (LEFT):

87+00 TO 88+88 = VARIES

88+88 TO 89+38 = 160’

89+38 TO 104+00 = 140’

104+00 TO 145+42 = 180’

145+42 TO 153+00 = NO R.O.W. INSIDE CORP. OF ENGINEERS PROPERTY

EXIST. LEVEE R.O.W. (LEFT):

87+00 TO 88+88 = VARIES

88+88 TO 89+38 = 160’

89+38 TO 104+00 = 140’

104+00 TO 145+42 = 180’

145+42 TO 153+00 = NO R.O.W. INSIDE CORP. OF ENGINEERS PROPERTY

AREA OF CLEARING

(SEE NOTES 5 & 6, SHT. 2 OF 9)

AREA OF CLEARING

(SEE NOTES 5 & 6, SHT. 2 OF 9)

AREA OF CLEARING

(SEE NOTES 5 & 6, SHT. 2 OF 9)

AREA OF CLEARING

(SEE NOTES 5 & 6, SHT. 2 OF 9)

EXIST. GRAVEL ROAD

(TO REMAIN UNDISTRUBED)

CL

EA

RIN

G L

IMIT

S

@ V

EG

ET

AT

ION

LIM

IT

CL

EA

RIN

G L

IMIT

S

@ V

EG

ET

AT

ION

LIM

IT

CL

EA

RIN

G L

IMIT

S

@ V

EG

ET

AT

ION

LIM

IT

DATE:

DATE:

DATE:

SURVEY:

DESIGN BY:

DRAWN BY: SCALE:

BOOK:

PFI PROJ. NO.:

PFI

PFI

N/A 24602.01N/A

12/14

12/14

MEMPHIS, TENNESSEE

MEMPHIS & SHELBY COUNTY PORT COMMISSION

SHEET of

ENSLEY LEVEE CLEARING

9

SAT

E

T

OF TENN ES

SE

E

NE

AL

K W.TRIC

PA

RE

GIS

TERED ENG

INE

ER

N

o. 104504

02/12/16

EXISTING CONDITIONS & CLEARING PLAN

4

DATE:

DATE:

DATE:

SURVEY:

DESIGN BY:

DRAWN BY: SCALE:

BOOK:

PFI PROJ. NO.:

PFI

PFI

N/A

1" = 50’

24602.01N/A

12/14

12/14

MEMPHIS, TENNESSEE

MEMPHIS & SHELBY COUNTY PORT COMMISSION

SHEET of

ENSLEY LEVEE CLEARING

9

02/12/16

EXISTING CONDITIONS & CLEARING PLAN

5

DATE:

DATE:

DATE:

SURVEY:

DESIGN BY:

DRAWN BY: SCALE:

BOOK:

PFI PROJ. NO.:

PFI

PFI

N/A

1" = 50’

24602.01N/A

12/14

12/14

MEMPHIS, TENNESSEE

MEMPHIS & SHELBY COUNTY PORT COMMISSION

SHEET of

ENSLEY LEVEE CLEARING

9

02/12/16

N 52%%d 06’ 38" WN 52%%d 06’ 38" W

100

POT 104+00.00

N 293832.23

E 741195.89

105

N 52%%d 06’ 38" W

L LEVEEC

CL LEVEE

STATE OF TENNESSEE

WOODS

INVST.

BELZ

CO.

STATE OF TENNESSEE

STATE OF TENNESSEE

WOODS

NOTE:

EXISTING LEVEE R.O.W. AS SHOWN ON ALL SHEETS

IS FROM CORPS OF ENGINEERS, R.O.W.

MAP, MEMPHIS HARBOR PROJECT, ITEM L-729, SERIAL

15618, FILE 153/L2, SHT. 1 OF 1 , DATED AUG. 1957.

NO LEGAL DESC. OR OTHER DOCUMENTATIONS OF THE R.O.W.

HAS BEEN LOCATED.

STATE OF TENNESSEE

LEVEE TOE LEVEE TOE

20’ CLEARING LIMIT 20’ CLEARING LIMIT

WOODS

WOODS

WOODS

WOODS

STATE OF TENNESSEE

STATE OF TENNESSEE

LP

GUY

LP

GUY

GUY

LP

LP

LP

LP

LP

SIGN

AREA CLOSED

NO HUNTING

NO FISHING

NO TRESPASSING

SIGN

TURTLE

CROSSING

LAKE

LAKE

LAKE

McKELLAR LAKEMcKELLAR LAKE

VEGETATION

LINE

CLEAR TOVEGETATIONLINE

CLEAR TOVEGETATION LINE

L LEVEEC

L LEVEEC

STATE OF TENNESSEE

WOODS

WOODS

SMH

F (FROM PLANS) 189.72

TOP N/A

LSTATE OF TENNESSEE

SMH

F (FROM PLANS) 193.30

TOP N/A

L

WOODS

McKELLAR LAKE

EX.

INLET

STATE OF TENNESSEE

STATE OF TENNESSEE

WOODS

S

S

LP

LP

LP

LP LPLP

LP

GUY

McKELLAR LAKE

SIGN

AREA CLOSED

NO HUNTING

NO FISHING

NO TRESPASSING

SIGN

T.O. FULLER

STATE PARK

&

CHUCALISSA

STATE OF TENNESSEE

WOODS

McKELLAR LAKE

CLEAR TOVEGETATIONLINE

CLEAR TOVEGETATIONLINE

VEGETATION

LINE

VEGETATION

LINE

CLEAR TOVEGETATIONLINE

VEGETATION

LINE

CLEAR TOVEGETATIONLINE

P.I. 125+81.00

N 293957.83

E 739150.02

POT 132+31.00

N 294039.74

E 738505.20

L LEVEE

L LEVEEC

STATE OF TENNESSEE

STATE OF TENNESSEE

WOODS

SMH

TOP N/A

LF (FROM PLANS) 193.01

STATE OF TENNESSEE

WOODS

STATE OF TENNESSEE

WOODS

S

SIGN

SPEED

LIMIT

50

WOODS

WOODS

VEGETATION

LINE

CLEAR TOVEGETATIONLINE

CLEAR TOVEGETATIONLINE

VEGETATION

LINE

CLEAR TOVEGETATIONLINE

VEGETATION

LINE

CLEAR TOVEGETATIONLINE

VEGETATION

LINE

VEGETATION

LINE

EXISTING CONDITIONS & CLEARING PLAN

8

DATE:

DATE:

DATE:

SURVEY:

DESIGN BY:

DRAWN BY: SCALE:

BOOK:

PFI PROJ. NO.:

PFI

PFI

N/A

1" = 50’

24602.01N/A

12/14

12/14

MEMPHIS, TENNESSEE

MEMPHIS & SHELBY COUNTY PORT COMMISSION

SHEET of

ENSLEY LEVEE CLEARING

9

02/12/16

L LEVEECL LEVEEC

EXISTING CONDITIONS & CLEARING PLAN

9

DATE:

DATE:

DATE:

SURVEY:

DESIGN BY:

DRAWN BY: SCALE:

BOOK:

PFI PROJ. NO.:

PFI

PFI

N/A

1" = 50’

24602.01N/A

12/14

12/14

MEMPHIS, TENNESSEE

MEMPHIS & SHELBY COUNTY PORT COMMISSION

SHEET of

ENSLEY LEVEE CLEARING

9

02/12/16

P.I. 150+43.00

N 294454.06

E 736748.53

POT 153+00.00

N 294498.90

E 736495.47

L LEVEEC

xx

ENSLEY YARD

(CORPS OF ENGINEERS)

U.S.A.

20’ CLEARING LIMIT 20’ CLEARING LIMIT

20’ CLEARING LIMIT

ENSLEY YARD

(CORPS OF ENGINEERS)

U.S.A.

END CLEARING

STA. 152+35.00