W912P8-19-R-0033__Final_Plans_1_of_4.pdf
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- Solicitation number
- W912P819R0033
About this file
This synopsis describes a forthcoming request for proposal for construction services. Key details include the solicitation number and name, an estimated value between $25-100 million, issuance on or about March 18th 2019 with proposals due April 19th 2019, evaluation based on past performance, technical approach, key personnel, price, and small business participation with past performance and technical approach being most important. The work consists of building a railroad bypass, highway bypass with bridges including 150-foot drilled shafts, excavating a diversion channel, coordinating utility relocations, installing erosion controls and roadwork while coordinating with utilities near existing infrastructure. Interested parties should monitor FedBizOpps and register with SAM. The contract specialist is identified for questions.
W912P819R0033 Plans 1 of 4
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RELOCATED BARNETT ROAD (SEE SHEETS C-401 THRU C-429)
B A R
N E T T R
O A
D
U S H
W Y
(S A
M U
E L S R
O A
D
CRDC CHANNEL
(SEE SHEETS C-301 THRU C-305)
KCSRR BRIDGE (SEE
SHEETS S-201 THRU
S-215)
KCSRR SHOOFLY
(SEE SHEETS C-201
THRU C-230)
US 61 DIVERSION
THRU C-165)
(SEE SHEETS C-150
STOCKPILE AREA 4
US 61 BRIDGES AND US 61
(SEE SHEETS C-101 THRU
C-141, AND S-101 THRU
S-162)
STOCKPILE AREA 3
PROPOSED
PROPOSED
STOCKPILE AREA 2
PROPOSED
BORROW PIT AREA
(SEE NOTE 3)
T O I
R E
N E R
D
STOCKPILE AREA 1
PROPOSED
STAGING
AREA 2
STAGING
AREA 1
EXISTING BORROW PIT
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
New Orleans District of Engineers
US Army Corps
N E
W O
R L E
A N
S L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
H -4 -4
A N
S I
D
N -Y A
S S
O C
IA
T E
S
J E
S W
P -1
-R -0
W P -1
-D -0
E A
S T B
A T
O N R
O U
G E P
A R
IS
H L
O U
IS
IA
N A
K A
N S
A S C
IT
Y S
O U
T H
E R
N R
A
IL
W A
Y B
R
ID
G E
S
U S
A
N D
C O
M
IT
E R
IV
E R D
IV
E R
S
IO
N P
R O J E
C T
L O
U
IS
IA
N A
C O
M
IT
E R
IV
E R B
A S
IN
F L
O O
D C
O N
T R
O L
A M
IT
E R
IV
E R A
N D T
R
IB
U T
A R
IE
S
M A
R C
H
A T
C H
A F
A L A
Y A
R
IV
E R
SHREVEPORT
MONROE
O U
A C
H
IT
A
R
IV
E R
R
IV
E
R VICKSBURG
NATCHEZ
ALEXANDRIA
R E
D
R
IV
E R
LAKE CHARLES
MORGAN CITY
BATON ROUGE
LAKE
PONTCHARTRAIN
M
IS
S
IS
S
IP
P I
VICINITY MAP
SCALE IN MILES
0 40 80 120 160 200
LAKE
BORGNE
NEW
ORLEANS
MISSISSIPPI
TEXAS
LOUISIANA
GULF OF MEXICO
ARKANSAS
N
LOCATION MAP
SCALE IN FEET
0 400 800 1600200
PROJECT
LOCATION
NOTES:
APPROXIMATE
G-102
L O
C A
T
IO
N V
IC
IN
IT
Y M
A P
G -1
.D
G N
N
THE US 61 DIVERSION.
CONTRACTOR FOR FILL MATERIAL TO CONSTRUCT
3. THE BORROW PIT AREA IS PROVIDED TO THE
DATED 11/13/17.
2. AERIAL PHOTOGRAPHY FROM GOOGLE EARTH
DIMENSIONAL INFORMATION.
AND SHOULD NOT BE USED TO SCALE
1. LOCATION MAP PROVIDED FOR REFERENCE
N J
G-102_vicinity map.dgn G-102 3/19/2019 3:13:56 PM
S-103
S-104
S-105
S-106
S-107
S-108
S-109
S-110
S-111
GENERAL PLAN NB
GENERAL PLAN SB
FOUNDATION PLAN
EXPANSION BENT DETAILS (BENT NB-3, NB-4)
S-112
S-113
S-114
S-115
FRAMING PLAN
TYPE III GIRDER DETAILS
SPANS DETAILS 1
S-116
S-117
SPANS DETAILS 2
APPROACH SLAB 1 DETAILS
S-118
RELOCATED BARNETT ROAD
EXPANSION BENT DETAILS (BENT SB-3, SB-4)
APPROACH SLAB 2 DETAILS
S-119
S-120
S-121
S-122
S-123
S-124
S-125
S-126
S-127
S-128
G-103
S H
E E
T I
N D
E X
V A
R
IE
S
G -1
.D
N G
DRILLED SHAFT DETAILS
GIRDER SCHEDULE NB
GIRDER SCHEDULE SB
MISCELLANEOUS SPAN & GIRDER DETAILS
SPANS DETAILS 3
CONCRETE SURFACE FINISH (BD 2.11.10.0.01)
SUMMARY OF CONCRETE SURFACE FINISH QUANTITIES
S-129
S-130
S-131
S-132
S-133
S-134
S-135
S-136
S-137
S-138
S-139
S-140
S-141
S-142
S-143
S-144
YEAR PLATE (YP.01)
S-145
S-146
S-147
S-148
S-149
S-150
S-151
S-152
S-153
S-154
S-155
S-156
STEEL WIRE BAR SUPPORT (SWBS-100) (03-06-2013)
CAST-IN-PLACE BARRIER RAILING AND TRANSITION (BR 01)(BD.2.6.1.14.01)
S-157
S-158
PRECAST PRESTRESSED CONCRETE PILES CS (216)(BD.2.5.1.0.0.1)
GENERAL
US 61
REQUIRED RIGHT-OF-WAYR-001
R-002
R-003
R-004
R-005
COMITE - NORTH TURNAROUND DETAIL 2
STAGING AREA RIGHT-OF-WAY
US 61 DIVERSION
KCSRR BRIDGE
TEST DRILLED SHAFT DETAILS
BENT RISER DETAILS
S-159
S-160
S-161 OBJECT MARKERS, MILEPOSTS, AND DEAD END INSTALLATIONS (HS 03) (04-07-2014)
S-162
ACCESS ROADS TO STOCKPILE AND BORROW PIT AREAS
RL-001
RL-002
RL-003
RL-004
RL-005
RL-006
RL-007
RL-008
RL-009
KCSRR SHOOFLY
C-201
C-202
C-203
C-204
C-205
C-206
C-207
C-208
C-209
C-210
C-211
C-212
C-213
C-214
C-215
C-216
C-217
C-218
C-219
C-220
C-221
C-222
C-223
C-224
C-225
C-226
C-227
C-228
C-229
C-230
PILE AND DRILLED SHAFT DATA ( 1 OF 2)
PILE AND DRILLED SHAFT DATA ( 2 OF 2)
END BENT DETAILS (BENTS: NB-1, NB-6, SB-1, SB-6) ( 1 OF 5)
END BENT DETAILS (BENTS: NB-1, NB-6, SB-1, SB-6) ( 2 OF 5)
END BENT DETAILS (BENTS: NB-1, NB-6, SB-1, SB-6) ( 3 OF 5)
END BENT DETAILS (BENTS: NB-1, NB-6, SB-1, SB-6) ( 4 OF 5)
END BENT DETAILS (BENTS: NB-1, NB-6, SB-1, SB-6) ( 5 OF 5)
BENT DETAILS (BENTS: NB-2, NB-5) ( 1 OF 2)
BENT DETAILS (BENTS: NB-2, NB-5) ( 2 OF 2)
RAILROAD SHOOFLY GENERAL NOTES SHEET 4 OF 4
RAILROAD SHOOFLY ALIGNMENT DATA SHEET 1 OF 1
RAILROAD SHOOFLY TYPICAL SECTIONS SHEET 1 OF 1
RAILROAD SHOOFLY PLAN AND PROFILE SHEET 1 OF 3
RAILROAD SHOOFLY PLAN AND PROFILE SHEET 2 OF 3
RAILROAD SHOOFLY PLAN AND PROFILE SHEET 3 OF 3
RAILROAD SHOOFLY EXISTING TRACK REMOVAL SHEET 1 OF 1
RAILROAD SHOOFLY CONSTRUCTION SEQUENCE SHEET 1 OF 3
RAILROAD SHOOFLY CONSTRUCTION SEQUENCE SHEET 2 OF 3
RAILROAD SHOOFLY CONSTRUCTION SEQUENCE SHEET 3 OF 3
RAILROAD SHOOFLY CROSS SECTIONS SHEET 1 OF 7
RAILROAD SHOOFLY CROSS SECTIONS SHEET 2 OF 7
RAILROAD SHOOFLY CROSS SECTIONS SHEET 3 OF 7
RAILROAD SHOOFLY CROSS SECTIONS SHEET 4 OF 7
RAILROAD SHOOFLY CROSS SECTIONS SHEET 5 OF 7
RAILROAD SHOOFLY CROSS SECTIONS SHEET 6 OF 7
RAILROAD SHOOFLY CROSS SECTIONS SHEET 7 OF 7
RAILROAD SHOOFLY STANDARD DETAILS SHEET 2 OF 10
RAILROAD SHOOFLY STANDARD DETAILS SHEET 3 OF 10
RAILROAD SHOOFLY STANDARD DETAILS SHEET 5 OF 10
RAILROAD SHOOFLY STANDARD DETAILS SHEET 7 OF 10
APPROACH SLAB COMMON DETAILS ( 1 OF 6 )
APPROACH SLAB COMMON DETAILS ( 2 OF 6 )
APPROACH SLAB COMMON DETAILS ( 3 OF 6 )
APPROACH SLAB COMMON DETAILS ( 4 OF 6 )
APPROACH SLAB COMMON DETAILS ( 5 OF 6 )
APPROACH SLAB COMMON DETAILS ( 6 OF 6 )
APPROACH SLAB DRAINAGE DETAILS ( 1 OF 4)
APPROACH SLAB DRAINAGE DETAILS ( 2 OF 4)
APPROACH SLAB DRAINAGE DETAILS ( 3 OF 4)
APPROACH SLAB DRAINAGE DETAILS ( 4 OF 4)
SEALED EXPANSION JOINT PREFORMED NEOPRENE ( 1 OF 2)
SEALED EXPANSION JOINT PREFORMED NEOPRENE ( 2 OF 2)
AASHTO GIRDER DETAILS ( 1 OF 3)
AASHTO GIRDER DETAILS ( 2 OF 3)
AASHTO GIRDER DETAILS ( 3 OF 3)
HIGHWAY GUARD RAILS BRIDGE APPLICATION (GR.200) (06-13-2017) ( 1 OF 10)
HIGHWAY GUARD RAILS BRIDGE APPLICATION (GR.200) (06-13-2017) ( 2 OF 10)
HIGHWAY GUARD RAILS BRIDGE APPLICATION (GR.200) (06-13-2017) ( 3 OF 10)
HIGHWAY GUARD RAILS BRIDGE APPLICATION (GR.200) (06-13-2017) ( 4 OF 10)
HIGHWAY GUARD RAILS BRIDGE APPLICATION (GR.200) (06-13-2017) ( 5 OF 10)
HIGHWAY GUARD RAILS BRIDGE APPLICATION (GR.200) (06-13-2017) ( 6 OF 10)
HIGHWAY GUARD RAILS BRIDGE APPLICATION (GR.200) (06-13-2017) ( 7 OF 10)
HIGHWAY GUARD RAILS BRIDGE APPLICATION (GR.200) (06-13-2017) ( 8 OF 10)
HIGHWAY GUARD RAILS BRIDGE APPLICATION (GR.200) (06-13-2017) ( 9 OF 10)
HIGHWAY GUARD RAILS BRIDGE APPLICATION (GR.200) (06-13-2017) ( 10 OF 10)
SOIL BORING LOGS
SOIL BORING LOGS (CONT.)
G-001
G-002
G-003
G-004
G-005
COVER SHEET
VICINITY MAP
INDEX SHEET
LEGEND GENERAL NOTES, AND ABBREVIATIONS
BENCHMARKS AND STTLEMENT GAGES
C-101
C-102
C-103
C-104
C-105
C-106
C-107
C-107A
C-108
C-109
C-110
C-111
C-112
C-113
C-114
C-115
C-201
TEMPORARY US 61 REALIGNMENT DRAINAGE MAP EXISTING CONDITIONS
HORIZONTAL CONTROL AND CONSTRUCTION SIGNAGE
TEMPORARY US 61 REALIGNMENT DRAINAGE MAP
TYPICAL SECTIONS AND DETAILS TEMPORARY REALIGNED US 61
RIGHT OF WAY MAP
LILLY BAYOU BORROW PIT
RIGHT OF WAY TABLES AND TABULATION OF FACILITIES
TEMPORARY REALIGNMENT OF US 61 CROSS SECTIONS ( 2 OF 3)
TEMPORARY REALIGNMENT OF US 61 CROSS SECTIONS (1 OF 3)
TEMPORARY REALIGNMENT OF US 61 CROSS SECTIONS ( 3 OF 3)
TEMPORARY REALIGNMENT OF US 61 PLAN AND PROFILE SHEET (1 OF 2 )
TEMPORARY REALIGNMENT OF US 61 PLAN AND PROFILE SHEET (2 OF 2 )
ACCESS ROAD PLAN AND PROFILE ( 1 OF 2)
ACCESS ROAD PLAN AND PROFILE ( 2 OF 2)
ACCESS ROAD TYPICAL SECTION
CROSS DRAINAGE CULVERT DETAILS
5- STRAND BARBED WIRE FENCE DETAILS
C-201
C-203
C-204
C-710
TRUCK WASH DOWN RACK DETAILS
SILT AND SAFTY FENCE DETAILS
TIMBER MAT PIPELINE CROSSING AND SWALE DRAINAGE CROSSING
BEDDING AND BACKFILL FOR DRAINAGE STRUCTURES BM-01 (SHT 1 OF 2)
C-711
C-712
BEDDING AND BACKFILL FOR DRAINAGE STRUCTURES BM-01 (SHT 2 OF 2)
SHOULDER WEDGE DETAIL
C-713
C-714
C-715
C-716
TEMPORARY EROSION CONTROL DETAILS EC-01 (SHT 1 OF 2)
TEMPORARY EROSION CONTROL DETAILS EC-01 (SHT 2 OF 2)
PRECAST CATCH BASINS AND MANHOLES PC-01
S-119B
S-119A BENT DETAILS (BENTS: NB-3, NB-4)
BENT DETAILS (BENTS: SB-3, SB-4)
INDEX AND GENERAL NOTESS-101
SUMMARY OF BRIDGE QUANTITIESS-102
US 61 BRIDGES
US 61 BRIDGES (CONT.)
N J
SUPPLEMENTAL
US 61 BYPASS ROAD ( REFERENCE DRAWINGS)
RELOCATED BARNETT ROAD - PAVEMENT MARKINGS AND SIGNAGE ( 6 OF 6)C-429
RELOCATED BARNETT ROAD - PAVEMENT MARKINGS AND SIGNAGE ( 5 OF 6)C-428
RELOCATED BARNETT ROAD - PAVEMENT MARKINGS AND SIGNAGE ( 4 OF 6)C-427
RELOCATED BARNETT ROAD - PAVEMENT MARKINGS AND SIGNAGE ( 3 OF 6)C-426
RELOCATED BARNETT ROAD - PAVEMENT MARKINGS AND SIGNAGE ( 2 OF 6)C-425
RELOCATED BARNETT ROAD - PAVEMENT MARKINGS AND SIGNAGE ( 1 OF 6)C-424
RELOCATED BARNETT ROAD - INTERSECTION GEOMETRY (2 OF 2)C-423
RELOCATED BARNETT ROAD - INTERSECTION GEOMETRY (1 OF 2)C-422
RELOCATED BARNETT ROAD - CROSS SECTIONS (14 OF 14)C-421
RELOCATED BARNETT ROAD - CROSS SECTIONS (13 OF 14)C-420
RELOCATED BARNETT ROAD - CROSS SECTIONS (12 OF 14)C-419
RELOCATED BARNETT ROAD - CROSS SECTIONS (11 OF 14)C-418
RELOCATED BARNETT ROAD - CROSS SECTIONS (10 OF 14)C-417
RELOCATED BARNETT ROAD - CROSS SECTIONS (9 OF 14)C-416
RELOCATED BARNETT ROAD - CROSS SECTIONS (8 OF 14)C-415
RELOCATED BARNETT ROAD - CROSS SECTIONS (7 OF 14)C-414
RELOCATED BARNETT ROAD - CROSS SECTIONS (6 OF 14)C-413
RELOCATED BARNETT ROAD - CROSS SECTIONS (5 OF 14)C-412
RELOCATED BARNETT ROAD - CROSS SECTIONS (4 OF 14)C-411
RELOCATED BARNETT ROAD - CROSS SECTIONS (3 OF 14)C-410
RELOCATED BARNETT ROAD - CROSS SECTIONS (2 OF 14)C-409
RELOCATED BARNETT ROAD - CROSS SECTIONS (1 OF 14)C-408
RELOCATED BARNETT ROAD - PLAN AND PROFILE ( 6 OF 6)C-407
RELOCATED BARNETT ROAD - PLAN AND PROFILE ( 5 OF 6)C-406
RELOCATED BARNETT ROAD - PLAN AND PROFILE ( 4 OF 6)C-405
RELOCATED BARNETT ROAD - PLAN AND PROFILE ( 3 OF 6)C-404
RELOCATED BARNETT ROAD - PLAN AND PROFILE ( 2 OF 6)C-403
RELOCATED BARNETT ROAD - PLAN AND PROFILE ( 1 OF 6)C-402
RELOCATED BARNETT ROAD - TYPICAL SECTIONSC-401
US 61 DIVERSION - CROSS-SECTIONS ( 10 OF 10)C-165
US 61 DIVERSION - CROSS-SECTIONS ( 9 OF 10)C-164
US 61 DIVERSION - CROSS-SECTIONS ( 8 OF 10)C-163
US 61 DIVERSION - CROSS-SECTIONS ( 7 OF 10)C-162
US 61 DIVERSION - CROSS-SECTIONS ( 6 OF 10)C-161
US 61 DIVERSION - CROSS-SECTIONS ( 5 OF 10)C-160
US 61 DIVERSION - CROSS-SECTIONS ( 4 OF 10)C-159
US 61 DIVERSION - CROSS-SECTIONS ( 3 OF 10)C-158
US 61 DIVERSION - CROSS-SECTIONS ( 2 OF 10)C-157
US 61 DIVERSION - CROSS-SECTIONS ( 1 OF 10)C-156
US 61 DIVERSION - PLAN AND PROFILE ( 5 OF 5)C-155
US 61 DIVERSION - PLAN AND PROFILE ( 4 OF 5)C-154
US 61 DIVERSION - PLAN AND PROFILE ( 3 OF 5)C-153
US 61 DIVERSION - PLAN AND PROFILE ( 2 OF 5)C-152
US 61 DIVERSION - PLAN AND PROFILE ( 1 OF 5)C-151
US 61 DIVERSION - TYPICAL SECTIONS AND DETAILSC-150
SHEET S-105 NOT USED
COMITE RIVER DIVERSION CHANNEL (CRDC)
RD-001
RD-002
RD-003
RD-004
RD-005
RD-006
RD-007
RD-008
RD-009
RD-011
RD-012
RD-013
RD-014
RD-015
RD-016
RD-017
RD-018
RD-019
RD-010
CATCH BASINS AND MANHOLES MC-01
DETAILS FOR GRATES, GRATE FRAMES AND COVERS FOR
RD-020
RD-021
RD-033
RD-023
RD-024
RD-025
RD-026
RD-027
RD-028
RD-029
RD-030
RD-031
RD-032
TEMPORARY EROSION CONTROL DETAILSSUP-039
TEMPORARY EROSION CONTROL DETAILSSUP-038
RURAL DRIVEWAY DETAILSSUP-037
CONCRETE OPEN TOP CATCH BASIN SUP-036
BENDING AND BACKFILL FOR DRAINAGE STRUCTURESSUP-035
BENDING AND BACKFILL FOR DRAINAGE STRUCTURESSUP-034
RUMBLE STRIPS GENERAL NOTES & TABLES (2 OF 2)SUP-033
RUMBLE STRIPS PLAN & SECTIONS VIEWS (1 OF 2)SUP-032
SHOULDER WEDGE DETAILSUP-031
DETAILS OF GRATES, GRATE FRAMES AND COVERS FOR CATCH BASINS AND MANHOLESSUP-030
DETAILS OF GRATES, GRATE FRAMES AND COVERS FOR CATCH BASINS AND MANHOLESSUP-029
DETAILS OF GRATES, GRATE FRAMES AND COVERS FOR CATCH BASINS AND MANHOLESSUP-028
DETAILS OF GRATES, GRATE FRAMES AND COVERS FOR CATCH BASINS AND MANHOLESSUP-027
DETAILS OF GRATES, GRATE FRAMES AND COVERS FOR CATCH BASINS AND MANHOLESSUP-026
DETAILS OF GRATES, GRATE FRAMES AND COVERS FOR CATCH BASINS AND MANHOLESSUP-025
CAPPING EXISTING CATCH BASIN OR MANHOLESUP-024
CONCRETE COLLAR DETAILSUP-023
TEMPORARY TRAFFIC CONTROL MOVING OPERATIONS FOR INTERSTATE AND MULTI-LANE ROADWAYSSUP-022
TEMPORARY TRAFFIC CONTROL FOR ROAD CLOSURESSUP-021
TEMPORARY TRAFFIC CONTROL FOR MEDIAN CROSSOVER ON NON-INTERSTATE DIVIDED HIGHWAYSSUP-020
TEMPORARY TRAFFIC CONTROL FOR ON SITE DIVERSION WITH TWO-WAY TRAFFICSUP-019
TWO-WAY TRAFFIC NEAR INTERSECTIONS
TEMPORARY TRAFFIC CONTROL LAYOUT FOR LANE CLOSURES ON TWO LANE ROADS WITH SUP-018
TEMPORARY TRAFFIC CONTROL FOR WORK GREATER THAN 15 FEET FROM THE TRAVELED WAYSUP-017
TEMPORARY TRAFFIC CONTROL FOR WORK LESS THAN 15 FEET FROM THE TRAVELED WAYSUP-016
TEMPORARY TRAFFIC CONTROL LAYOUT FOR PLACEMENT OF ROAD WORKSUP-015
TEMPORARY TRAFFIC CONTROL GENERAL NOTES SHEET ( 3 OF 3)SUP-014
TEMPORARY TRAFFIC CONTROL GENERAL NOTES SHEET ( 2 OF 3)SUP-013
TEMPORARY TRAFFIC CONTROL GENERAL NOTES SHEET ( 1 OF 3)SUP-012
SIDE DRAIN SAFETY END TYPE 2SUP-011
SIDE DRAIN SAFETY END TYPE 1SUP-010
RIGHT OF WAY MONUMENTSSUP-009
RAILROAD CROSSING LAYOUTSUP-008
TYPICAL INTERSECTION STRIPING LAYOUTS SUP-007
PAVEMENT WORD AND SYMBOL MARKINGS FOR NON-INTERSTATE USESUP-006
CENTERLINE AND EDGELINE MARKINGSSUP-005
OBJECT MARKERS AND DEAD END ROAD INSTALLATIONSUP-004
FIELD AND LINE TYPE FENCE (STEEL POST) (2 OF 2)SUP-003
FIELD AND LINE TYPE FENCE (WOOD POST) (1 OF 2)SUP-002
U-CHANNEL TRAFFIC SIGNSSUP-001
ADOPTED STANDARD PLANS
G-107 CLEARING AND GRUBBING
OVERALL PROJECT PLAN & CONSTRUCTION SEQUENCEG-106
BENCHMARKS G-105
LEGEND, GENERAL NOTES, AND ABBREVIATIONSG-104
SHEET INDEXG-103
LOCATION & VICINITY MAPG-102
TITLE SHEET G-101
SOIL BORING LOGS ( 26 OF 34)B-026
SOIL BORING LOGS ( 25 OF 34)B-025
SOIL BORING LOGS ( 24 OF 34)B-024
SOIL BORING LOGS ( 23 OF 34)B-023
SOIL BORING LOGS ( 22 OF 34)B-022
SOIL BORING LOGS ( 21 OF 34)B-021
SOIL BORING LOGS ( 20 OF 34)B-020
SOIL BORING LOGS ( 19 OF 34)B-019
SOIL BORING LOGS ( 18 OF 34)B-018
SOIL BORING LOGS ( 17 OF 34)B-017
SOIL BORING LOGS ( 16 OF 34)B-016
SOIL BORING LOGS ( 15 OF 34)B-015
SOIL BORING LOGS ( 14 OF 34)B-014
SOIL BORING LOGS ( 13 OF 34)B-013
SOIL BORING LOGS ( 12 OF 34)B-012
SOIL BORING LOGS ( 11 OF 34)B-011
SOIL BORING LOGS ( 10 OF 34)B-010
SOIL BORING LOGS ( 9 OF 34)B-009
SOIL BORING LOGS ( 8 OF 34)B-008
SOIL BORING LOGS ( 7 OF 34)B-007
SOIL BORING LOGS ( 6 OF 34)B-006
SOIL BORING LOGS ( 5 OF 34)B-005
SOIL BORING LOGS ( 4 OF 34)B-004
SOIL BORING LOGS ( 3 OF 34)B-003
SOIL BORING LOGS ( 2 OF 34)B-002
SOIL BORING LOGS ( 1 OF 34)B-001
BORING LOCATION INDEXB-000
SOIL BORING LOGS ( 34 OF 34)B-034
SOIL BORING LOGS ( 33 OF 34)B-033
SOIL BORING LOGS ( 32 OF 34)B-032
SOIL BORING LOGS ( 31 OF 34)B-031
SOIL BORING LOGS ( 30 OF 34)B-030
SOIL BORING LOGS ( 29 OF 34)B-029
SOIL BORING LOGS ( 28 OF 34)B-028
SOIL BORING LOGS ( 27 OF 34)B-027
BULB OUT CROSS-SECTIONS C-141
BULB OUT CROSS-SECTIONS C-140
EXISTING AND RECONSTRUCTED US 61 CROSS-SECTIONS ( 13 OF 13)C-139
EXISTING AND RECONSTRUCTED US 61 CROSS-SECTIONS ( 12 OF 13)C-138
EXISTING AND RECONSTRUCTED US 61 CROSS-SECTIONS ( 11 OF 13)C-137
EXISTING AND RECONSTRUCTED US 61 CROSS-SECTIONS ( 10 OF 13)C-136
EXISTING AND RECONSTRUCTED US 61 CROSS-SECTIONS ( 9 OF 13)C-135
EXISTING AND RECONSTRUCTED US 61 CROSS-SECTIONS ( 8 OF 13)C-134
EXISTING AND RECONSTRUCTED US 61 CROSS-SECTIONS ( 7 OF 13)C-133
EXISTING AND RECONSTRUCTED US 61 CROSS-SECTIONS ( 6 OF 13)C-132
EXISTING AND RECONSTRUCTED US 61 CROSS-SECTIONS ( 5 OF 13)C-131
EXISTING AND RECONSTRUCTED US 61 CROSS-SECTIONS ( 4 OF 13)C-130
EXISTING AND RECONSTRUCTED US 61 CROSS-SECTIONS ( 3 OF 13)C-129
EXISTING AND RECONSTRUCTED US 61 CROSS-SECTIONS ( 2 OF 13)C-128
EXISTING AND RECONSTRUCTED US 61 CROSS-SECTIONS ( 1 OF 13)C-127
SHEET 126 NOT USEDC-126
SUGGESTED STRIPING DETAILS - MEDIAN CROSSOVERC-125
SUGGESTED STRIPING DETAILS - BARNETT ROADC-124
SUGGESTED STRIPING DETAILS - IRENE ROADC-123
BULB OUT PLAN SHEETC-122
GEOMETRIC DETAIL - MEDIAN CROSSOVERC-121
GEOMETRIC DETAIL - BARNETT ROADC-120
GEOMETRIC DETAIL - IRENE ROADC-119
TYPICAL SECTION\ PROFILE BARNETT RD.C-118C
TYPICAL SECTION \ PROFILE IRENE RD.BC-118
TYPICAL SECTION PROPOSED DRIVEWAYC-118A
BULB OUT GRAPHICAL GRADESC-118
RECONSTRUCTED US 61 PLAN AND PROFILE ( 6 OF 6)C-117
RECONSTRUCTED US 61 PLAN AND PROFILE ( 5 OF 6)C-116
RECONSTRUCTED US 61 PLAN AND PROFILE ( 4 OF 6)C-115
RECONSTRUCTED US 61 PLAN AND PROFILE ( 3 OF 6)C-114
RECONSTRUCTED US 61 PLAN AND PROFILE ( 2 OF 6)C-113
RECONSTRUCTED US 61 PLAN AND PROFILE ( 1 OF 6)C-112
BULB OUT TYPICAL SECTION & DETAILSC-111A
C-111 RECONSTRUCTED US 61 TYPICAL SECTIONS AND DETAILS
DESIGN DRAINAGE MAPC-110
US 61 DIVERSION DRAINAGE MAPC-109
EXISTING DRAINAGE MAPC-108
BARNETT ROAD DETOURC-107
TEMPORARY TRAFFIC CONTROL - PHASE VIC-106
TEMPORARY TRAFFIC CONTROL - PHASE VC-105
TEMPORARY TRAFFIC CONTROL - PHASE IVC-104
TEMPORARY TRAFFIC CONTROL - PHASE IIIC-103
TEMPORARY TRAFFIC CONTROL - PHASE IIC-102
TEMPORARY TRAFFIC CONTROL - PHASE IC-101
C-307 STOCKPILE AND DRAINAGE TYPICAL SECTIONS
C-306 STOCKPILE AND DRAINAGE PLAN
C-305 SCOUR COUNTERMEASURES - KCS PLAN AND TYPICAL SECTIONS
C-304 SCOUR COUNTERMEASURES - US 61 PLAN AND TYPICAL SECTIONS
C-303 TYPICAL SECTIONS
C-302 PLAN PROFILE
PLAN PROFILE C-301
C-300 SCOUR COUNTERMEASURES SITE PLAN
RAILROAD SHOOFLY GENERAL NOTES SHEET 1 OF 4
RAILROAD SHOOFLY GENERAL NOTES SHEET 2 OF 4
RAILROAD SHOOFLY STANDARD DETAILS SHEET 10 OF 10
RAILROAD SHOOFLY STANDARD DETAILS SHEET 9 OF 10
RAILROAD SHOOFLY STANDARD DETAILS SHEET 8 OF 10
RAILROAD SHOOFLY GENERAL NOTES SHEET 3 OF 4
RAILROAD SHOOFLY STANDARD DETAILS SHEET 1 OF 10
RAILROAD SHOOFLY STANDARD DETAILS SHEET 4 OF 10
RAILROAD SHOOFLY STANDARD DETAILS SHEET 6 OF 10
S-220 KCSRR HANDRAIL SYSTEM DETAILS (3 OF 3)
KCSRR HANDRAIL SYSTEM DETAILS (2 OF 3)S-219
KCSRR HANDRAIL SYSTEM DETAILS (1 OF 3)S-218
STEEL HANDRAIL DETAILSS-217
DECK DRAIN SYSTEM DETAILSS-216
GIRDER DETAILS, NO.2S-215
GIRDER DETAILS, NO.1S-214
TYPICAL SECTIONS-213
BENT CAP DETAILSS-212
BENT LAYOUT AND DETAILSS-211
RETAINING WALL DETAILSS-210
RETAINING WALL LAYOUT AND ELEVATIONSS-209
END BENT DETAILS NO.2S-208
END BENT DETAILS NO.1S-207
END BENT LAYOUTS-206
COMPRESSION PILE LOAD TEST DETAILSS-205A
DRILLED SHAFT NOTESS-205
FOUNDATION PLANS-204
GENERAL PLANS-203
SUMMARY OF BRIDGE QUANTITYS-202
GENERAL NOTESS-201
BARNETT ROAD TIE-IN DETAIL 1
EXISTING UTILITIES - OVERALL PLAN VIEW
EXISTING UTILITIES- PLAN SHEET 1 OF 4
EXISTING UTILITIES- PLAN SHEET 2 OF 4
EXISTING UTILITIES- PLAN SHEET 3 OF 4
EXISTING UTILITIES- PLAN SHEET 4 OF 4
UTILITY DISPOSITIONS
BARNETTE ROAD TIE-IN DETAIL
ACCESS ROADS STOCKPILE AND BORROW PIT AREAS
FINAL UTILITIES - OVERALL PLAN VIEW
RL-010
RL-011
RL-012
RL-013 FINAL UTILITIES - PLAN SHEET 4 OF 4
FINAL UTILITIES - PLAN SHEET 1 OF 4
FINAL UTILITIES - PLAN SHEET 2 OF 4
FINAL UTILITIES - PLAN SHEET 3 OF 4
US HWY 61 ROW & RELOCATION DGN'S.
C-116RD-022 ACCESS ROAD CULVERT
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C A
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O T D
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D A
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M A
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D E
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C O
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C T N
O
IDENTIFICATION
SHEET
D A
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A P
P R
New Orleans District of Engineers
US Army Corps
N E
W O
R L E
A N
S L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
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T R
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A R
M Y C
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P S O
F E
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W P -1
-R -0
W P -1
-D -0
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G-103_sheet index.dgn G-103 3/19/2019 5:39:54 PM
ABBREVIATIONS
ALTERNATE SPACING
APPROXIMATE
AZIMITH
BASELINE
BOTTOM FACE
BOTTOM
CATCH BASIN
CONSTRUCTION JOINT
BF
BL
BOT.
C.I. CAST IRON
* UNLESS OTHERWISE NOTED ON EACH SHEET
ALT. SP.
APPROX.
AZ
B/L
BOTTOM LAYER
C CENTER
CB
CJ
CLEAR COVERCL
CENTERLINEC/L
CORROSION RESISTANT STEELC.R.S.
COLUMNSCOL.S
CONSTRUCTIONCONST.
COMPANYCO.
CARIO DATUMC.D.
CONCRETECONC.
CLEARCLR.
CONTINUOUSCONT.
CORRUGATED STEEL PIPECSP
DIAMETER
SEWER (STORM)D
DRAINDR.
DROP INLETD.I.
DRAIN PIPED.P.
DOWN STREAMD/S
DRAIN VALVED.V.
DRAIN VALVE MANHOLED.V. M.H.
DRAWINGDWG.
DIAMETERDIA.
DEFLECTIONDEFL.
DEGREEDEG.
ELECTRICALE
EACH FACEE.F.
ELEVATIONEL.
EXPANSION JOINTE.J.
EQUALLY SPACEDES
EXISTINGEXIST.
EXPANSIONEXPAN.
FIRE HYDRANTF.H.
FAR FACEFF
FLOW LINEF.L.
FOOT OR FEETFT.
FOUNDFD.
GASG
GALVANIZEDGALV.
GUIDE WIREG.W.
HIGH STRENGTHH.S.
HIGHWAYHWY.
HORIZONTALHORIZ.
INSIDE DIAMETERI.D.
IRON RODI.R.
INVERTINV.
MATCH EXISTINGM.E.
MANHOLEMH.
MAXIMUMMAX.
MINIMUMMIN.
NOT IN CONTRACTN.I.C.
NEAR FACENF
NOT TO SCALEN.T.S.
ON CENTERO.C.
OPTIONALOPT.
OUTSIDE DIAMETERO.D.
OVERHEADOVHD.
POWERP
POINT OF CURVATUREP.C.
POINT OF TANGENCYP.T.
POINT OF INTERSECTIONP.I.
PEDESTALPED.
POINT OF TANGENTP.O.T.
PROPERTY LINEP/L
POWER POLEPP
POLYVINYL CHLORIDE PIPEPVC
POINT OF VERTICAL INTERSECTIONP.V.L.
RADIUSR
REINFORCED CONCRETE PIPERCP
REINFORCINGREINF.
REQUIREDREQ'D.
RIGHT SIDER.S.
RIGHTRT.
RIGHT OF WAYR/W
SEWERS
SUB-BASELINESB/L
SEWER CLEANOUTS.C.O.
SEWER FORCE MAINSFM.
STATIONSTA.
STANDARD HOOKSTD. HK.
TANGENTT
THICKNESST.
TELEPHONETEL
TRENCH DRAINTD
TOP FACETF
TELEPHONE MANHOLETEL.M.H.
TOP LAYERTL
TOP OF BANKT.O.B.
TOP OF CASTINGT.C.
TOP OF WALLT.O.W.
JOINT
LENGTH
LOUISIANA DEPARTMENT OF
LEFT
LIGHT STANDARD
LEFT SIDE
LT.
LP
LS
LSSRB LOUISIANA STANDARD SPECIFICATIONS
JT.
L, LGTH
LADOTD
LIGHT POLE
LOC LIMIT OF CONSTRUCTION
L.S.
TRANSPORTATION AND DEVELOPMENT
FOR ROADS AND BRIDGES
TYPICALTYP.
UNDERGROUNDU.G.
UNLESS OTHERWISE NOTEDU.O.N.
UP STREAMU/S
VERTICALVERT.
WATERW
WALL LINEW/L
WATER METERW.M.
WATER VALVEW.V.
WELDED WIRE FABRICWWF
CORRUGATED METAL PIPE ARCHCMPA
DRAINAGE AREADA
PROPOSED GRADE LINEP.G.L.
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A
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P R
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F
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B E
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B M
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D B
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P L
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C A
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P L
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D A
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M A
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D E
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C O
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R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
New Orleans District of Engineers
US Army Corps
N E
W O
R L E
A N
S L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
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U .S
A R
M Y C
O R
P S O
F E
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N -Y A
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O C
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J E
S N J
W P -1
-R -0
W P -1
-D -0
E A
S T B
A T
O N R
O U
G E P
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IS
H L
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IA
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K A
N S
A S C
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M
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IV
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C T
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G-104
G -1
.D
G N
GENERAL CROSS-REFERENCING SYMBOLS
EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
SIDE
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
FRONT
SECTIONELEVATION
TOP
C-501
SCALE:
SUPPLEMENTAL INFORMATION
DETAIL/SECTION
D5
SCALE:
D5 DETAIL/SECTION
SUPPLEMENTAL INFORMATIONC-102
D5 C-302
D5
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON SAME
SECTION/DETAIL
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON ANOTHER
SECTION/DETAIL
A
GENERAL NOTES
THE DESCRIPTIONS OF HORIZONTAL AND VERTICAL POINTS ARE AVAILABLE
FROM THE NEW ORLEANS DISTRICT SURVEY SECTION (504) 862 -1852.
HORIZONTAL DATUM IS LOUISIANA STATE PLANE COORDINATES.
ALL AZIMUTHS ARE TRUE NORTH AZIMUTHIS TURNED IN A
CONTRACTOR SHALL VERIFY ACTUAL DIMENSIONS IN THE FIELD.
THE BASELINE WAS DEVELOPED USING TRAVERSE INFORMATION PROVIDED
BY THE CLIENT. THE PROJECT BASELINE INCLUDES CORRECTIONS TO STATIONING
TO CORRESPOND TO THE BASELINE CHORD LENGTHS.
DIMENSIONS AND/OR ELEVATIONS MARKED N.T.S. ARE NOT SHOWN TO SCALE.
DRAWINGS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE SCALED. N.T.S.
IS SHOWN ONLY WHERE DRAWING IS OBVIOUSLY OUT OF SCALE.
AS STATED IN THE SPECIFICATIONS.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
1.
SPECIFIC NOTES AND SPECIFICATIONS CONTINUE THROUGHOUT PLAN.
THESE NOTES ARE GENERAL IN NATURE AND APPLY THROUGHOUT THE PROJECT.
TRANSIT SHALL BE COVERED TO PREVENT BLOWING.
MOIST WITH WATER BY MEANS OF A WATER TRUCK. DUSTY MATERIALS IN PILES OR IN
UNNECESSARY DUST. EACH ROADWAY SURFACE SUBJECT TO DUSTING SHALL BE KEPT
DUST CONTROL - CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PREVENT
12.
ELEVATIONS ARE IN FEET AND REFER TO NAVD88 (2006.81).
CONTRACTOR SHALL VERIFY THE PROJECT CONTROL AT LEAST EVERY 6 MONTHS OR
BEING PERMITTED WITHOUT THE APPROVAL OF BOTH AGENCIES.
COORDINATED BETWEEN LADOTD AND THE CONTRACTING OFFICER, WITH NO CHANGES
CHANGES REGARDING WORK TO US 61, ITS BRIDGES, AND DETOUR ROADWAY SHALL BE
TO THE WORK SHALL BE SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER. ALL
FOR CIVIL OR STRUCTURAL PLANS FROM C-101 TO C-152 AND S-101 TO S-129. ANY CHANGES
L E
G E
N D
G E
N E
R A
L N
O T
E S
A N
D A
B B
R E
V
IA
T
IO
N S
13.
DWG. G-105.
CHANNEL TIE IN WERE PERFORMED IN 2018 USING ALL OF THE BENCHMARKS LISTED ON
IS FROM THE AS-BUILTS SURVEY. ADDITIONAL SURVEY FOR THE NORTH BULB-OUT AND
AND LILLY TO NAVD 88 (2006.81). SURVEY OF THE PARTIALLY CONSTRUCTED US 61 DIVERSION
THE ORIGINAL SURVEY WAS PREPARED IN 2009 USING BENCHMARKS 17 H 03, EBR015B
G-104_legend and general notes.dgn G-104 3/19/2019 3:13:57 PM
G -1
.D
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D A
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C O
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C T N
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IDENTIFICATION
SHEET
D A
T E
A P
P R
New Orleans District of Engineers
US Army Corps
N E
W O
R L E
A N
S L
O U
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IA
N A
N E
W O
R L E
A N
S D
IS
T R
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A R
M Y C
O R
P S O
F E
N G
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A N
S I
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N -Y A
S S
O C
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J E
S N J
W P -1
-R -0
W P -1
-D -0
E A
S T B
A T
O N R
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G E P
A R
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H L
O U
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IA
N A
K A
N S
A S C
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Y S
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T H
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N R
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ID
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G-105
DESCRIPTION
N: 769309.280
E: 3313093.810
EL: 93.62 (2006.81)
STA./OFF: US 61 BASELINE
STA. 111+48.17, 142.84' RT.
THE STATION MARK IS A STANDARD LOUISIANA DEPARTMENT OF HIGHWAYS
AND U.S. COAST AND GEODETIC SURVEY DISK SET IN TOP OF A 12-INCH
CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
GROUND SURFACE. THE SUB-SURFACE MARK DISK IS SET IN TOP OF AN
IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES BELOW THE
GROUND SURFACE. THEY ARE STAMPED 17H013 1975. THE MARK IS 197
FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 61, 32 FEET
NORTHWEST OF THE CENTER OF BARNETT ROAD, 6.5 FEET SOUTHWEST OF
A FENCE CORNER, 6 FEET SOUTHWEST OF A METAL WITNESS SIGN
ATTACHED TO A FENCE POST AND 5 FEET SOUTHWEST OF A CONCRETE
RIGHT-OF-WAY MARKER.
THE STATION IS LOCATED IN EAST BATON ROUGE PARISH 5.6 MI (9.01 KM)
SOUTHWEST OF ZACHARY, 3 MI (4.83 KM) WEST OF BAKER, 9.5 MI (15.29 KM)
NORTHWEST OF BATON ROUGE. OWNERSHIP - LOUISIANA DEPARTMENT OF
TRANSPORTATION AND DEVELOPMENT TO REACH THE STATION FROM THE
INTERSECTION OF 110 NORTH AND THE BATON ROUGE AIRPORT EXIT 6, TRAVEL
NORTH 2.5 MI (4.02 KM) TO HIGHWAY 61 (NATCHEZ, MS EXIT B) CONTINUE
NORTH ON HIGHWAY 61 3.8 MI (6.12 KM) TO THE STATION ON THE LEFT (WEST
SIDE) AND IN THE NEUTRAL GROUND BETWEEN THE NORTH AND SOUTH BOUND
LANES, THE STATION IS 100 FT (30.5 M) WEST OF THE NORTHBOUND LANE OF
HIGHWAY 61, 60 FT (18.3 M) EAST OF THE SOUTHBOUND LANE, 159 FT (48.5 M)
EAST OF A POWER POLE 67. THE MARK IS A 9/16 STAINLESS STEEL ROD
DRIVEN TO REFUSAL WITH AN ALUMINUM ACCESS COVER.
TO REACH THE STATION TRAVEL 2.6 MI NORTH ALONG US 61 FROM THE
INTERSECTION OF LA 964 AND US 61 TO THE CORPS CONSTRUCTION
ACCESS ROAD. HEAD WEST ALONG THE GRAVEL ACCESS ROAD A DISTANCE
OF 0.28 MI, THENCE NORTH A DISTANCE OF 0.09 MILES TO THE MONUMENT.
THE MONUMENT IS A STAINLESS STEEL ROD IN CASING.
N: 758250.654
E: 3318033.803
EL: 69.43 (2006.81)
N: 771829.821
E: 3310773.806
EL: 81.51 (2006.81)
STA./OFF: CHANNEL CENTERLINE
STA. 1003+76.39, 797.54' LT.
LOCATIONBENCHMARKS
17 H 03
EBR015B
TABULATION OF BENCHMARKS
N: 802214.86
E: 3325614.10
EL: 124.02 (2006.81)
PBM THOMPSON THE STATION IS LOCATED IN EAST BATON ROUGE PARISH, APPROXIMATELY 3.0 MILES
WEST-SOUTHWEST OF SLAUGHTER, LA, 4.5 MILES NORTHWEST OF ZACHARY, LA, AND 5.1 MILES
NORTHEAST OF PORT HUDSON, LA. TO REACH THE STATION FROM THE INTERSECTION OF
HIGHWAY 964 AND HIGHWAY 61 PROCEED EASTERLY ON HIGHWAY 964 FOR 7.0 MILES TO
BRIAN ROAD ON THE LEFT, PROCEED NORTHEAST ON BRIAN ROAD FOR 1.4 MILES THE STATION
ON THE RIGHT. THE STATION IS LOCATED 61.9 FEET SOUTHEAST OF THE CENTERLINE OF
BRIAN ROAD, 23.2 FEET SOUTHEAST OF A BARBED WIRE FENCE, AND 27.7 FEET SOUTHWEST
OF AN 8 INCH WOOD POST AT THE END OF ANOTHER BARBED WIRE FENCE
EXXON 2
EBR025B
N: 722912.32
E: 3332490.22
EL: 59.32 (2006.81)
N: 745811.08
E: 3369076.65
EL: 64.10 (2006.81)
DESCRIBED BY LA TRANSP AND DEV 1993 (SLC) THE STATION IS LOCATED IN BATON ROUGE ON
THE EAST SIDE OF THE EXXON REFINERY. OWNERSHIP--LOUISIANA DEPARTMENT OF
TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION OF
INTERSTATE HIGHWAY 110 AND EVANGELINE STREET IN BATON ROUGE, GO WEST FOR 0.4 MI
(0.6 KM) ON EVANGELINE STREET TO THE JUNCTION WITH SCENIC HIGHWAY (U.S. HIGHWAY 61), TURN LEFT AND GO SOUTH FOR 0.35 MI (0.56 KM) ON SCENIC HIGHWAY TO THE STATION ON THE
RIGHT SET BETWEEN THE CHAIN LINK FENCE AND THE SOUTH BOUND LANES OF SCENIC HIGHWAY.
THE STATION IS 84.5 FT (25.8 M) NORTH FROM THE CENTER OF AN ASPHALT DRIVE LEADING INTO
TURN LEFT AND GO SOUTH FOR 0.35 MI (0.56 KM) ON SCENIC HIGHWAY TO THE STATION ON THE
RIGHT SET BETWEEN THE CHAIN LINK FENCE AND THE SOUTH BOUND LANES OF SCENIC HIGHWAY.
THE STATION IS 84.5 FT (25.8 M) NORTH FROM THE CENTER OF AN ASPHALT DRIVE LEADING INTO
THE EXXON PLANT AT GATE V-9, 76.5 FT (23.3 M) SOUTH FROM THE CENTER OF THE EXTENDED
CENTER OF DAYTON STREET, 34.5 FT (10.5 M) WEST FROM THE CENTER OF SCENIC HIGHWAY,
2.5 FT (0.8 M) EAST FROM THE CHAIN LINK FENCE, 2.0 FT (0.6 M) EAST FROM A FIBERGLASS
WITNESS POST, FLUSH WITH THE GROUND SURFACE AND ABOUT 2.0 FT (0.6 M) ABOVE THE LEVEL
OF THE HIGHWAY.
N J
BENCHMARKS)
(PRIMARLY
LILLY
(DEMCO CO.).
SOUTHEAST OF A WATER METER, AND 42.7 FEET NORTHEAST OF AN CARSONITE CABLE SIGN
EBR025B 2004. LOCATED 4.9 FEET WEST OF THE WEST EDGE OF A CONCRETE CURB, 26.3 FEET
ACCESS COVER, WITH CONCRETE AROUND THE FLANGE SET FLUSH WITH THE GROUND AND STAMPED
A DEPTH OF 20.7 METERS (67.9 FEET) ENCASED IN A 6 INCH PVC PIPE WITH AN ALUMINUM FLANGE WITH
THE ROAD AND IN FRONT OF THE CENTRAL BRANCH LIBRARY. A STAINLESS STEEL ROD DRIVEN TO
THEN TURN LEFT ON JOOR ROAD AND PROCEED 0.23 MILES TO THE STATION ON THE RIGHT SIDE OF
(HWY 408) IN BATON ROUGE, LA. (NEAR THE AIRPORT) PROCEED EAST ON HOOPER ROAD FOR 5.9 MILES
LA. TO REACH THE STATION FROM THE INTERSECTION OF PLANK ROAD (HWY 67) AND HOOPER ROAD
LA., 7.25 MILES NORTHWEST OF DENHAM SPRINGS, LA., AND 7.34 MILES EAST/SOUTHEAST OF BAKER, THE STATION IS LOCATED IN EAST BATON ROUGE PARISH, 1.0 MILES WEST/SOUTHWEST OF CENTRAL, B E
N C
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K S U
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IO
G-105_legend and general notes.dgn G-105 3/19/2019 3:13:58 PM
U
H
W Y
(S A
M U
E L S R
O A
D
STOCKPILE AREA 2
STOCKPILE AREA 4
STOCKPILE AREA 3
C/L
C/L
SHOOFLY
KCSRR 1 7
EXISTING
BARNETT ROAD
RELOCATED
BARNETT ROAD
US 61 DIVERSION
4 7
4 7
1 7
BRIDGE
KCSRR
US 61
BRIDGES 6
EXISTING
IRENE ROAD
BORROW PIT AREA
(SEE NOTE 3)
T O I
R E
N E R
D
PROPOSED
PROPOSED
PROPOSED
STOCKPILE AREA 1
PROPOSED
(SEE NOTE 11)
EXISTING BORROW PIT
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
New Orleans District of Engineers
US Army Corps
N E
W O
R L E
A N
S L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
-4
A N
S I
D
N -Y A
S S
O C
IA
T E
S
J E
S W
P -1
-R -0
W P -1
-D -0
E A
S T B
A T
O N R
O U
G E P
A R
IS
H L
O U
IS
IA
N A
K A
N S
A S C
IT
Y S
O U
T H
E R
N R
A
IL
W A
Y B
R
ID
G E
S
U S
A
M
IT
E R
IV
E R D
IV
E R
S
IO
N P
R O J E
C T
L O
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IS
IA
N A
C O
M
IT
E R
IV
E R B
A S
IN
F L
O O
D C
O N
T R
O L
A M
IT
E R
IV
E R A
N D T
R
IB
U T
A R
IE
S
M A
R C
H
N
OVERALL PROJECT PLAN
COMPLETE CHANNEL EXCAVATION8
REMOVE US 61 DIVERSION AND KSCRR SHOOFLY
AND CONSTRUCT RELOCATED BARNETT ROAD
1)
NOTES:
SEE C-101 THRU C-107 FOR ADDITIONAL
INFORMATION TO CONSTRUCT THE
2)
US 61 DIVERSION.
G-106
O V
E R
A L L P
R O J E
C T P
L A
N
G -1
.D
N G
C O
N S
T R
U C
T
IO
N S
E Q
U E
N C
E
SEE RIGHT-OF-WAY DRAWINGS FOR EXACT
BORROW LOCATION AND FOR CONTRACTOR
3)
ACCESS FROM IRENE RD AND FROM
SCALE IN FEET
0 400 800 1600200
CONTRACTOR HAUL ROUTES OVER EXISTING
PIPELINES EAST OF US 61 ARE LIMITED TO
4)
BARNETT ROAD.
CONTRACTOR HAUL ROUTES OVER EXISTING
PIPELINES WEST OF US 61 ARE LIMITED TO
5)
THE EXISTING LILLY CONTROL STRUCTURE
DRIVEWAY AND IRENE ROAD.
ADDITIONAL HAUL ROUTE OVER EXISTING
PIPELINES TO BE TIMBER MATTED.
7)
N J
8)
9)
BULB OUTS
CONSTRUCTION SEQUENCE
PROPOSED
CONSTRUCT KSCRR SHOOFLY, AND US 61
CONSTRUCT US 61 BRIDGES AND US 61
EXCAVATE CHANNEL FOR CONSTRUCTION OF US 61 BRIDGES
EXCAVATE CHANNEL FOR CONSTRUCTION OF KCS BRIDGE
CONSTRUCT KCS BRIDGE
SHALL BE MATTED OVER THE EXISTING PIPELINES.
THE PROPOSED ACCESS ROAD TO THE STAGING AREA
10)
11)
UTILITY COMPANY MIGHT REQUIRE THE CONTRACTOR TO USE".
DETERIME THE PROTECTIVE MEASURES, INCLUDING MATTING, EACH
WHEN CROSSING EXISTING OR RELOCATED UNDERGROUND LINES TO
THE CONTRACTOR SHALL COORDINATE WITH EACH UTILITY COMPANY
CONSTRUCT US 61 DIVERSION (SEE NOTE 9 BELOW)
LILLY CONTROL STRUCTURE ACCESS ROAD.
ADDITION TO DISPOSAL IN STOCK PILE AREA 1.
EXISTING BORROW PIT TO BE FILLED WITH EXCAVATED MATERIAL IN
BACK TO RECONSTRUCTED US 61.
STOCKPILE AREAS 3 AND 4 IS LIMITED UNTIL US 61 TRAFFIC IS RE-ROUTED
STOCK PILE AREAS 1 & 2 TO BE USED BEFORE AREAS 3 & 4. THE USE OF
6)
PLAN APPROVAL AND COORDINATES WITH UTILITY RELOCATIONS.
BE PERMITTED, PROVIDED THE CONTRACTOR OBTAINS LADOTD TRAFFIC
ADDITIONAL ACCESS FROM US 61 FOR KCS BRIDGE CONSTRUCTION WILL
12)
BY DECEMBER 31, 2019.
-PIPELINE RELOCATIONS EAST OF US 61 TO BE COMPLETEED
ALL UTILITIES EAST OF US 61 ARE RELOCATED.
-US 61 DIVERSION CONSTRUCTION MAY NOT BEGIN UNTIL
THE ABOVE SEQUENCE IS BASED UPON THE FOLLOWING:
AND TIME FRAME FOR WHEN THESE AREAS WILL BE AVAILABLE.
SEE NOTES 2 AND 3 ON SHT R-001 FOR NO WORK AREAS
G-106 - OVERALL PROJECT PLAN VIEW.dgn G-106 3/19/2019 3:13:58 PM
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2 3
C
4 5
A
B
M A
R K
A P
P R
D A
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F
IL
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S
IZ
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B M
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T E
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P L
O T S
C A
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P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
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IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
New Orleans District of Engineers
US Army Corps
N E
W O
R L E
A N
S L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
-4
A N
S I
D
N -Y A
S S
O C
IA
T E
S
J E
S N J
W P -1
-R -0
W P -1
-D -0
E A
S T B
A T
O N R
O U
G E P
A R
IS
H L
O U
IS
IA
N A
K A
N S
A S C
IT
Y S
O U
T H
E R
N R
A
IL
W A
Y B
R
ID
G E
S
U S
A
M
IT
E R
IV
E R D
IV
E R
S
IO
N P
R O J E
C T
L O
U
IS
IA
N A
C O
M
IT
E R
IV
E R B
A S
IN
F L
O O
D C
O N
T R
O L
A M
IT
E R
IV
E R A
N D T
R
IB
U T
A R
IE
S
M A
R C
H
C L E
A R
IN
G A
N D G
R U
B B
IN
G L
IM
IT
S
N J
LOCATION MAP
SCALE IN FEET
0 250 500 1000125
N
G-107
B A R
N E T T R
O A D
U S H
W Y
(S A
M U
E L S R
O A
D
STOCKPILE AREA 4
STOCKPILE AREA 3
PROPOSED
PROPOSED
STOCKPILE AREA 2
PROPOSED
BORROW PIT AREA
STOCKPILE AREA 1
PROPOSED
STAGING
S T
TS
9+
TLM
P R
O P
O S E
D
K
C S
R
A
IL
R O
A D
S
H O
O F L Y
ST 1
+0
ST 1
+0
TO ARBC P/L
CLEARING AND GRUBBING
C-150 THRU C-165)
FOR US 61 DIVERSION
CLEARING AND GRUBBING (250' WIDTH)
ARBC P/L
GRUBBING TO
CLEARING AND
(C-301 THRU C-305)
FOR CRDC CHANNEL
CLEARING AND GRUBBING (400' WIDTH)
(C-201 THRU C-230) (80' WIDTH)
FOR KCSRR SHOOFLY
CLEARING AND GRUBBING
LILLY BAYOU ACCESS ROAD
BORROW PIT ACCESS ROAD
STAGING
AREA (2)
AREA (1)
ARBC P/L
TLM
NOTES:
5w
6W7W
4W
(120' WIDTH) (C-401 THRU C-429)
RELOCATED BARNET ROAD
CLEARING AND GRUBBING FOR
STA. 1007+00
BORROW PIT
EXISTING
THE PIPELINE UTILITIES ON THE WEST SIDE OF US 61 IS COMPLETE.
STAGING AREA 2 SHALL NOT BE UTILIZED UNTIL THE RELOCATION OF6.
SEE SUP-038 AND SUP-039 FOR TEMPORARY EROSION CONTROL DETAILS.5.
CHECK DAMS.
PROVIDE STRAW BALES AT DRAINAGE STRUCTURES AND IN DITCHES AS 4.
FOR EACH PHASE OF CONSTRUCTION.
PROVIDE SILT FENCING AT THE PERIMETER OF CLEARING AND GRUBBING3.
AFTER CLEARING AND GRUBBING AREA SHOULD BE MAINTAINED AND MOWED.2.
THE MINIMUM LIMITS OF CLEARING AND GRUBBING ARE SHOWN.1.
G-107-CLEARING AND GRUBBING.dgn PLOT 3/19/2019 3:13:59 PM
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2 3
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4 5
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P L
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C A
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P L
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A T
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C O
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C T N
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D A
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®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
ID
Sheet
A N
S I
D
N E
W O
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A N
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IS
IA
N A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
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NEW ORLEANS DISTRICT
F L
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D C
O N
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IT
E A
N D T
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IB
U T
A R
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S
L O
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IA
N A
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E R B
A S
IN
C
O M
IT
E
R
IV
E R D
IV
E R
S
IO
N P
R O J E
C T
E A
S T B
A T
O N R
O U
G H P
A R
IS
H L
O U
IS
IA
N A
M A
R
D M
W
C H
A R
L E
S A L
A B
O R
D E
C R
A
IG
B
W A
U G
A M
A N
C B
W
H -4 -4
R A
IL
W A
Y B
R
ID
G E
S
U S H
IG
H W
A Y
A
N D K
A N
S A
S C
IT
Y S
O U
T H
E R
N
M A
R
-R -0
IP
IP
IP
IP
IP
IP
IP
0.83
NO
WOOD
ENTERGY
NO
COMITE RIVER DIVERSION CHANNEL C/L
0.83
NO
WOOD
ENTERGY
NO
33°4 8'50
" 540 .03'
(164 .60)
33°4 8'50
" 540 .03'
(164 .60)
155°28'33" 3339.83'(1017.98)
155°28'33" 3339.83'(1017.98)
98°33'52" 1133.88'(345.61)
278°33'52" 1073.16'(327.10)
10°4 5'2
6" 7 91.
47' (24
1.2 4)
155°28'33" 2792.18'(851.06)
274°16'24" 2056.41'(626.80)
7°30 '41
" 24 51.
19' (74
7.1 2)
101°03'22" 3490.81'(1064.00)
°00'
52"
4.9 8'(5
34.
92)
°00'
52"
4.9 8'(5
34.
92)
155°28'33" 3339.83'(1017.98)
213° 43'1
1" 52 8.65
'(16 1.13
274°02'18" 1695.39'(516.76)
274°11'36" 411.21'(125.34)
7°30 '41
" 29 63.
70' (90
3.3 4)
155°28'33" 3339.83'(1017.98)
213° 43'1
1" 52 8.65
274°02'18" 1695.39'
274°11'36" 411.21'
7°30 '41
" 29 63.
70'
94°18'00" 1873.73'
°54'
13"
.00
2 13° 48'5
0" 50 3.00
98°33'52" 1133.88'
278°33'52" 1073.16'
10°4 5'2
6" 7 91.
47'
°00'
52"
4.9 8'
°00'
52"
4.9 8'
101°03'22" 3490.81'
155°28'33" 3339.83'
155°28'33" 3339.83'
33°4 8'50
" 540 .03'
155°28'33" 1039.03'
273°51'17" 1350.00'
3°51 '17
" 91 4.1
2'
93°51'07" 856.15'
155°28'33" 2792.18'
274°16'24" 2056.41'
7°30 '41
" 24 51.
19'
94°13'43" 1053.30'
°57'
38"
.26
272°02'36" 993.80'
155°28'33" 3339.83'
33°4 8'50
" 540 .03'
S8°0 0'5
2"W
4.9 8'
N33° 48'5
0"E 540 .03'
S78°56'38"E 3490.81'
S24°31'27"E 2792.18'
N85°43'36"W 2056.41'
N7°3 0'4
1"E
1.1 9'
S33° 43'1
1"W 528 .65'
N85°57'42"W 1695.39'
N85°48'24"W 411.21'
N7°3 0'4
1"E
3.7 0'
S85°42'00"E 1873.73'
S2°5 4'1
3"W
.00
S33° 48'5
0"W 503 .00'
S81°26'08"E 1133.88'
N81°26'08"W 1073.16'
N10 °45'
26" E 79
1.4 7'
S7°3 0'2
1"W
.04
S8°0 0'5
2"W
4.9 8'
S8°0 0'5
2"W
4.9 8'
S78°56'38"E 3490.81'
S24°31'27"E 3339.83'
S24°31'27"E 3339.83'
N33° 48'5
0"E 540 .03'
S24°31'27"E 1039.03'
N86°08'43"W 1350.00'
N3°5 1'1
7"E
.12
S86°08'53"E 856.15'
N85°41'47"W 102.95'
S24°31'27"E 2792.18'
N85°43'36"W 2056.41'
N7°3 0'4
1"E
1.1 9'
N2°5 4'1
3"E
.40
S85°46'17"E 1053.30'
S8°5 7'3
8"W
.26
N87°57'24"W 993.80'
S24°31'27"E 3339.83'
N33° 48'5
0"E 540 .03'
S33° 43'1
1"W 528 .65'
N85°57'42"W 1695.39'
N85°48'24"W 411.21'
N7°3 0'4
1"E
3.7 0'
S85°42'00"E 1873.73'
S2°5 4'1
3"W
.00
S33° 48'5
0"W 503 .00'
S81°26'08"E 1133.88'
N81°26'08"W 1073.16'
N10 °45'
26" E 79
1.4 7'
S2°5 4'2
0"W
.08
S7°3 0'2
1"W
.04
S8°0 0'5
2"W
4.9 8'
S8°0 0'5
2"W
4.9 8'
S24°31'27"E 3339.83'
S24°31'27"E 3339.83'
N33° 48'5
0"E 540 .03'
S24°31'27"E 1039.03'
N86°08'43"W 1350.00'
N3°5 1'1
7"E
.12
S86°08'53"E 856.15'
N85°41'47"W 102.95'
S24°31'27"E 2792.18'
N85°43'36"W 2056.41'
N7°3 0'4
1"E
1.1 9'
N2°5 4'1
3"E
.40
S85°46'17"E 1053.30'
S8°5 7'3
8"W
.26
N87°57'24"W 993.80'
S24°31'27"E 3339.83'
N33° 48'5
0"E 540 .03'
S2°5 4'1
3"W
.60
S33° 48'5
0"W 503 .00'
N24°30'06" W 2229.27'
X Y
X Y
3311218.5632 772830.9779
3312887.8994 769172.0011
3312796.9158 769130.5270
X YPT.
3311128.4635 772789.9067
3311497.8742 771977.8465
X Y
EAST OF US HWY 61
RIGHTS OF ENTRY COORDINATES
WEST OF US HWY 61
RIGHTS OF ENTRY COORDINATES
AT KCS RAILWAY
RIGHTS OF ENTRY COORDINATES
DOTD AT US HWY 61
RIGHTS OF ENTRY COORDINATES
R-001
R E
Q U
IR
E D R
IG
H T -O
F -W
A Y
EXISTING ARBC RIGHT-OF-WAY
EXISTING BARNETT ROAD
60' RIGHT-OF-WAY
7W 6W
5W
3W
2W
1W
4W
18E
12E
11E
10E
6E
5E
4E
2E
3E
1W
POINT
2W
3311497.8742 771977.84653W
3311497.8742 771977.84654W
3311497.8742 771977.84655W
3311497.8742 771977.84656W
7W
8W
KC3
KC2
KC1
4LA
3LA
2LA
1LA
KC1
1E
1LA
2LA
3LA
4LA
POINT
POINT
1E
7E
8E
9E2E
3E
4E
5E
6E
7E
8E
9E
10E
11E
12E
13E
14E
15E
16E
17E
18E
3311889.2463 771964.5941
3312097.3727 771508.4257
331210.9644 771456.5107
3313097.7273 769313.0294
3313126.9687 769248.8698
3313242.1812 769420.8811
3313192.3395 769454.2687
3313377.6447 769730.9443
3313583.1593 769997.6935
3313658.5087 770162.2096
3313692.9957 770383.4976
3313710.9528 770902.2923
3313730.6717 771291.1677
3314671.9410 771220.9830
3314711.6516 771338.6898
3313736.7692 771411.3020
3313757.7060 771824.1040
33108862.2716 770616.2139
3310985.8139 771213.9424
EXISTING ARBC RIGHT-OF-WAY
3313348.6651 768161.9863
3313575.2604 768265.7597
LEGEND
P8
P7
P6
P5
P4
P3
P2
P1
EXISTING ARBC
RIGHT OF WAY
X Y
P1
POINT
P2
P3
P4
P5
P6
P7
P8 3312073.6138 770956.8136
EASEMENT RIGHT OF WAY
PERMANENT BRIDGE STRUCTURE
3312375.4316 770897.8401
3312569.1471 770472.8031
3312267.5481 770531.7339
3312249.6857 770570.8860
3312129.0194 770594.4635
3311970.8088 770941.2392
3312091.4762
FOR THIS LOCATION
FOR EASEMENT REQUIREMENTS
SEE DETAIL 2 ON SHEET R-003
HWY 61 BYPASS ROAD
STA. 1000+00
X = 3310251.4631 Y = 771119.2586
STA. 1034+90.81
X = 3313677.4888
Y = 770449.8324
770917.6615
3311072.0946
773656.56103310841.9013
773761.5003
124.27 AC.
30.80 AC.
0.92 AC.
2.66 AC.
2.68 AC.
8.47 AC.
0.87 AC.
0.48 AC.
FOR DETAILS)
(SEE SHEET R-005
ACCESS ROAD
BORROW PIT
FOR THIS LOCATION
FOR EASEMENT REQUIREMENTS
SEE DETAIL 1 ON SHEET R-002
BORROW PIT
LIMITS OF
AREA 1
STOCK PILE
LIMITS OF
PILE AREA 4
LIMITS OF STOCK
AREA 3
STOCK PILE
LIMITS OF
250' WIDE LADOTD
RIGHT-OF-WAY
100' WIDE KCS
H
R -0
.d g n
N
WITHIN ARBC RIGHT-OF-WAY
REQUIRED TEMPORARY WORK AREA EASEMENT
RIGHT-OF-WAY
EASEMENT WITHIN EBR PARISH
REQUIRED TEMPORARY WORK AREA
DOTD RIGHT-OF-WAY
STRUCTURE WITHIN
PERMANENT BRIDGE
KCS RIGHT-OF-WAY
STRUCTURE WITHIN
PERMANENT BRIDGE
RIGHT-OF-WAY
EXISTING ARBC EBR PARISH RIGHT-OF-WAY
AREA EASEMENT WITHIN
REQUIRED TEMPORARY WORK
COMMMISION (ARBC) RIGHT-OF-WAY
EASEMENT WITHIN AMITE RIVER BASIN
REQUIRED TEMPORARY WORK AREA
RIGHT-OF-WAY
EASEMENT WITHIN EXISTING DOTD
REQUIRED TEMPORARY WORK AREA
WORK AREA EASEMENT
NEW REQUIRED TEMPORARY
WITHIN DOTD RIGHT-OF-WAY
PERMANENT BRIDGE STRUCTURE
SOUTHERN (KCS) RAILWAY RIGHT-OF-WAY
EASEMENT WITHIN KANSAS CITY
REQUIRED TEMPORARY WORK AREA
WITHIN KCS RIGHT-OF-WAY
PERMANENT BRIDGE STRUCTURE
(EBR) PARISH RIGHT-OF-WAY
EASEMENT WITHIN EAST BATON ROUGE
REQUIRED TEMPORARY WORK AREA
ROAD EASEMENT (NO WORK AREA)
NEW PERPETUAL
PILE AREA 2
LIMITS OF STOCK
7°30 '41
" 29 63.
70' (90
3.3 4)
7°30 '41
" 29 63.
70'
N7°3 0'4
1"E
3.7 0'
N7°3 0'4
1"E
3.7 0'
7°30 '41
" 29 63.
70' (90
3.3 4)
7°30 '41
" 29 63.
70'
N7°3 0'4
1"E
3.7 0'
N7°3 0'4
1"E
3.7 0'
9W
7°30 '41
" 29 63.
70' (90
3.3 4)
7°30 '41
" 29 63.
70'
N7°3 0'4
1"E
3.7 0'
N7°3 0'4
1"E
3.7 0'
8W
10W
9W 3310252.6202 771347.3215
3310405.5574 772092.876710W 600'0 300'
SCALE:1"=300'
11W
SHOOFLY
C/L RAILWAY
11W 3310925.5999 772008.5248
KC2
KC3
OF-WAY
RAILWAY RIGHT-
STAGING AREA. (SEE SHEET R-005)
CORRIDOR
50' ACCESS ROAD
TEMPORARY
SEE NOTE 2)
(NO WORK AREA;
ROAD EASEMENT
NEW PERPETUAL
HWY 61
C/L EXISTING
RAILWAY TRACKS
EXISTING KCS
BEFORE THIS DATE.
CONTRACTING OFFICER'S REPRESENTATIVE MAY ISSUE RIGHTS-OF-ENTRY ON OR
3. NO WORK AREA; REAL ESTATE EXPECTED TO BE ACQUIRED BY MAY 1, 2019. THE
ON OR BEFORE THIS DATE.
THE CONTRACTING OFFICER'S REPRESENTATIVE MAY ISSUE RIGHTS OF ENTRY
2. NO WORK AREA: REAL ESTATE EXPECTED TO BE ACQUIRED BY JANUARY 15, 2020.
1. SEE SHEET R-005 FOR COORDINATE LIMITS OF BORROW PIT AND STOCK PILE AREAS.
NOTE:
(NO WORK AREA; SEE NOTE 3)
AREA EASEMENT
NEW REQUIRED WORK
14E
17E
NOT USED NOT USED
(SEE SHEET R-005)
STAGING AREA
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
ID
Sheet
A N
S I
D
N E
W O
R L E
A N
S L
O U
IS
IA
N A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
NEW ORLEANS DISTRICT
F L
O O
D C
O N
T R
O L
A M
IT
E A
N D T
R
IB
U T
A R
IE
S
L O
U
IS
IA
N A
C O
M
IT
E R
IV
E R B
A S
IN
C
O M
IT
E
R
IV
E R D
IV
E R
S
IO
N P
R O J E
C T
E A
S T B
A T
O N R
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G H P
A R
IS
H L
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IS
IA
N A
M A
R
D M
W
C H
A R
L E
S A L
A B
O R
D E
C R
A
IG
B
W A
U G
A M
A N
C B
W
H -4 -4
R A
IL
W A
Y B
R
ID
G E
S
U S H
IG
H W
A Y
A
N D K
A N
S A
S C
IT
Y S
O U
T H
E R
N
M A
R
-R -0
BARNETT ROAD
C/L RELOCATED
TO BE RELOCATED
TELEPHONE EQUIPMENT
C/L BARNETT ROAD
ROAD EASEMENT
REQUIRED PERPETUAL
ROAD EASEMENT
REQUIRED PERPETUAL
NO WORK AREA
NO WORK AREA
EBR PARISH RIGHT-OF-WAY
EASEMENT WITHIN
RIGHT-OF-WAY
BARNETT ROAD
16E
CULVERT
15E
R-002
N
SCALE: 1" = 20'-0"
H
R -0
.d g n
D E
T A
IL
B A
R N
E T
T R
O A
D T
IE
-I
N
BARNETT ROAD TIE-IN
DETAIL D1
R-001
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
ID
Sheet
A N
S I
D
N E
W O
R L E
A N
S L
O U
IS
IA
N A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
NEW ORLEANS DISTRICT
F L
O O
D C
O N
T R
O L
A M
IT
E A
N D T
R
IB
U T
A R
IE
S
L O
U
IS
IA
N A
C O
M
IT
E R
IV
E R B
A S
IN
C
O M
IT
E
R
IV
E R D
IV
E R
S
IO
N P
R O J E
C T
E A
S T B
A T
O N R
O U
G H P
A R
IS
H L
O U
IS
IA
N A
M A
R
D M
W
C H
A R
L E
S A L
A B
O R
D E
C R
A
IG
B
W A
U G
A M
A N
C B
W
H -4 -4
R A
IL
W A
Y B
R
ID
G E
S
U S H
IG
H W
A Y
A
N D K
A N
S A
S C
IT
Y S
O U
T H
E R
N
M A
R
-R -0
N1
N2
N3N4
E-3
G-5
TRUCK TURNAROUND
PROPOSED ASPHALT
FLOWTITE
TO THOMPSON GROUP
C/L ACCESS ROAD
SIGN
RIGHT-OF-WAY
KCS RAILWAY
EASEMENT
CONSTRUCTION
LIMITS OF
C/L US HWY 61
DOTD RIGHT-OF-WAY
DOTD RIGHT-OF-WAY
RAILWAY TRACKS
EXISTING KCS
X YPOINT
N
H
R -0
.d g n
N4
N3
N2
N1
TURNAROUND
COORDINATES FOR NORTH
CONSTRUCTION EASEMENT
3310680.2642 774398.3838
3310847.3369 774034.9464
3310688.3330 773961.8521
3310521.2603 774325.2895
D E
T A
IL
C O
M
IT
E N
O R
T H T
U R
N A
R O
U N
D
RIGHT-OF-WAY
EASEMENT WITHIN EXISTING DOTD
REQUIRED TEMPORARY WORK AREA
RIGHT-OF-WAY
EASEMENT WITHIN KCS RAILWAY
REQUIRED TEMPORARY WORK AREA
R-003
SCALE: 1" = 30'-0"
COMITE - NORTH TURNAROUND
DETAIL
R-001
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
ID
Sheet
A N
S I
D
N E
W O
R L E
A N
S L
O U
IS
IA
N A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
NEW ORLEANS DISTRICT
F L
O O
D C
O N
T R
O L
A M
IT
E A
N D T
R
IB
U T
A R
IE
S
L O
U
IS
IA
N A
C O
M
IT
E R
IV
E R B
A S
IN
C
O M
IT
E
R
IV
E R D
IV
E R
S
IO
N P
R O J E
C T
E A
S T B
A T
O N R
O U
G H P
A R
IS
H L
O U
IS
IA
N A
M A
R
D M
W
C H
A R
L E
S A L
A B
O R
D E
C R
A
IG
B
W A
U G
A M
A N
C B
W
H -4 -4
R A
IL
W A
Y B
R
ID
G E
S
U S H
IG
H W
A Y
A
N D K
A N
S A
S C
IT
Y S
O U
T H
E R
N
M A
R
-R -0
IP
ENTRANCE
GATED
X 40' LONG
ENTRANCE 22' WIDE
EXISTING ASPHALT
400'-0"
TEMPORARY 50' ACCESS ROAD CORRIDOR
STOCKPILE AREA 4 LIMITS
CULVERTS
NEW RCPA
ROADWAY
EXISTING
EDGE OF
HWY 61
C/L EXISTING
HWY 61 FENCE LINE
DOTD R.O.W AND
TRACKS
RAILROAD
EXISTING KCS
OFFICE
STAGING AREA 2 AND PROJECT
PROPOSED CONTRACTOR
X YPOINT
R-004
N
3312706.3858 771688.2690
3312691.3901 771488.8319
3312292.5160 771518.8234
3312307.5117 771718.2604
SCALE: 1" = 50'-0"
5 3312666.4604 771490.7064
6 3312661.9617 771430.8753
7 3312113.7067 771472.0988
H
R -0
.d g n
AND PROJECT OFFICE
CONTRACTOR STAGING AREA
OFFICE COORINATES
STAGING AREA AND PROJECT
PROPOSED CONTRACTOR
A N
D P
R O J E
C T O
F F
IC
E S
C O
N T
R A
C T
O R S
T A
G
IN
G A
R E
A S
2. STAGING AREA 1 SHALL HAVE THE SAME DIMENSIONS AS STAGING AREA 2.
REFER TO RELOCATION PLAN SHEETS FOR DETAILS.
WILL BE PERFORMING THEIR RESPECTIVE TEMPORARY RELOCATION NEAR THIS AREA.
CONTRACTOR STAGING AREA AND PROJECT OFFICE WITH UTILITY COMPANIES, WHO
1. CONTRACTOR TO COORDINATE CONTRUCTION AND ACCESS FOR THE PROPOSED
NOTES:
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
ID
Sheet
A N
S I
D
N E
W O
R L E
A N
S L
O U
IS
IA
N A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
NEW ORLEANS DISTRICT
F L
O O
D C
O N
T R
O L
A M
IT
E A
N D T
R
IB
U T
A R
IE
S
L O
U
IS
IA
N A
C O
M
IT
E R
IV
E R B
A S
IN
C
O M
IT
E
R
IV
E R D
IV
E R
S
IO
N P
R O J E
C T
E A
S T B
A T
O N R
O U
G H P
A R
IS
H L
O U
IS
IA
N A
M A
R
D M
W
C H
A R
L E
S A L
A B
O R
D E
C R
A
IG
B
W A
U G
A M
A N
C B
W
H -4 -4
R A
IL
W A
Y B
R
ID
G E
S
U S H
IG
H W
A Y
A
N D K
A N
S A
S C
IT
Y S
O U
T H
E R
N
M A
R
-R -0
3312278.23 771389.83
3312494.58 770923.05
3313607.38 771290.66
3313575.55 770709.37
3312713.16 770400.19
3313560.83 770246.24
3313554.20 770152.70
3313122.11 769506.29
3311806.84 769585.00
3311342.69 770454.29
3311633.28 770564.99
3311806.84 770532.23
3309174.97 769509.51
3309259.38 769962.20
3308113.66 770155.30
3308072.64 770086.57
3308488.91 769652.44
3308613.92 769572.72
3308929.42 769521.44
769586.003311806.84
A
I
J
K
L
M
N
O
P
Q
R
S
B9
B28
B27
B26
B25
B24
B23
B21
B20
B19
B18
B17
B16
B15
B10
B11
B12
B13
B14
B29
ITEM COORDINATES
STATE PLANE
X Y
3311441.04 771197.34
3311429.63 771149.33
3312054.84 771147.20
3311906.93 771078.86
3311836.25 771068.38
3311766.46 771080.62
3311615.82 771165.24
3311434.31 771083.89
3311449.07 771052.98
3311466.68 771017.57
3311471.36 770908.39
3311444.34 770772.03
3311345.28 770708.94
3311067.45 770777.26
3310972.70 770770.05
3310845.79 770746.79
3310552.52 770800.14
3310506.57 770780.76
3310447.16 770707.85
ITEM COORDINATES
STATE PLANE
X Y
3308811.73 770495.37
3308787.96 770195.36
3308046.57 770308.68
3308078.46 770708.19
3308622.14 770625.09
3308614.19 770525.41
AND STOCKPILE BORROW AREAS
TEMPORARY WORK AREA EASEMENT
C/L ROAD COORDINATES
TEMPORARY ACCESS ROAD
B
C
D
E
F
G
H
T
U
V
W
X
Y
Z
EE
FF
GG
B1
B2
B3
B4
B5
B6
AA
BB
CC
DD
3310393.64 770656.74
3310295.14 770580.78
3310158.60 770511.09
770495.353310064.56
3309738.11 770541.43
3309536.05 770541.43
3309455.20 770466.66
3309422.16 770045.11
3308042.98 770263.70
3308784.54 770142.39
3310998.97 771277.61
3309328.15 769579.99
3309350.22 769403.79
3309109.81 767317.18
GG
IP
IP
IP
IP
IP
IP
IP
FF
EE
Z
Y
X
W
U
V
T
S
R
Q
P
O
N
M
L
K
F
E
D C
B
A
B3
B2
B4
B5
B1
B14
B15
B13
B16
B9
B10
B12
B11
B17
B18
B19 B21
B20
B24
B25
B26
B27
B28
B23
B29
B6
BB
CC
DD
AA
COMITE RIVER DIVERSION CHANNEL C/L
H
G
J
I
R-005
EXISTING ARBC RIGHT-OF-WAY
EXISTING BARNETT ROAD
60' RIGHT-OF-WAY
EXISTING ARBC RIGHT-OF-WAY
EXISTING ARBC
RIGHT-OF-WAY
STA. 1000+00
X = 3310251.4631 Y = 771119.2586
STA. 1034+90.81
X = 3313677.4888
Y = 770449.8324
H
R -0
.d g n
G7
G6
B O
R R
O W P
IT
A
R E
A S
STOCKPILE AREA 4
STOCKPILE AREA 3
STOCKPILE AREA 1
BORROW PIT AREA
GATED ENTRANCE
N
ACCESS ROAD
EXISTING
TEMPORARY
A C
C E
S S R
O A
D S S
T O
C K
P
IL
E
A N
D
AREA 2
STOCKPILE
600'0 300'
SCALE:1"=300'
WEST IRENE ROAD
ACCESS ROAD FROM
C/L TEMPORARY EXISTING
C/L WEST IRENE ROAD
CORRIDOR
50' ACCESS ROAD
TEMPORARY
TRACKS
EXISTING KCS RAILWAY
C/L EXISTING HWY 61
OFFICE
STAGING AREA 2 AND PROJECT
PROPOSED CONTRACTOR
OFFICE
STAGING AREA 1 AND PROJECT
PROPOSED CONTRACTOR
BYPASS ROAD
C/L PROPOSED HWY 61
M
P I
P E
L I
E
R K
I
L E
IP
IP
IP
IP
IP
IP
IP
Do N ot C on to ur
De fa ul t
PO
WE
R
PO
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D
M
PO
WE
R
PO
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D
EA
DM
AN
Do N ot C on to ur
De fa ul t
PO
WE
R
PO
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PO
WE
R
PO
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Do N ot C on to ur
De fa ul t
PO
WE
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PO
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PO
WE
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De fa ul t
PO
WE
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PO
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D
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PO
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D
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De fa ul t
PO
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D
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PO
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De fa ul t
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PO
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De fa ul t
PO
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PO
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R
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G1 G2 G3 G4
PG1 PG2 PG3 PG4
E2
E3
E5
PG1
PG2
PG3
PG4
E3
G2 G4 E1
E2
PG4
C1 C2
C1
C1
C1
C2C2
C3
C4
C4
C5
C6
E4
G6 G7
G8
C7
G8
PG2
W1
W1
C/L US HWY 61
C8
S1
C9
C9
E1
C4
C11 S1
G2
RL-002 RL-003 RL-004 RL-005
COX
ATT
DEMCO
HILLMAREXXONSHELL
C10
S1
KANSAS CITY SOUTHERN RAILROAD TRACKS
D
IV
E R S
IO
N C
H A
N N
E L
C /L C
O M
IT
E R
IV
NOTE 1
SEE
SEE NOTE 2
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®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
ID
Sheet
A N
S I
D
N E
W O
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A N
S L
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N A
U .S
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