NONCO ENSLEY LEVEE CLEARING - portofmemphis.com
Transcript of NONCO ENSLEY LEVEE CLEARING - portofmemphis.com
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
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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
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T:
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EN
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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