1 of 6 Advertise Plans_Comite_ Bayou Baton Rouge Rock Chute_Ed 20-001 (08.19.2024).pdf
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- Solicitation number
- W912P825B0001
About this file
This is a presolicitation notice for construction work on the Comite River Diversion Project's Bayou Baton Rouge Rock Chute in East Baton Rouge Parish, Louisiana, to be issued under solicitation number W912P825B0001. The project, valued between $25-100 million, will be issued as an unrestricted Invitation for Bid (IFB) with a NAICS code of 237990 by the U.S. Army Corps of Engineers, New Orleans District.
The scope includes construction of a new diversion channel, pump station, and highway bridge, along with temporary channel construction, pile installation, access roads, culverts, and residential structure removal. Additional work involves storm water management, traffic control, asphalt paving, riprap installation, scour protection, turf establishment, and related tasks. The solicitation is expected to be issued around November 20, 2024, and will be available electronically through SAM.gov. The Contract Specialist is Lauren A. Gandolfi, and the resulting contract will be firm-fixed-price.
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GROOM RD.
PROJECT LOCATION
APPROXIMATE
R
IV
E R
N
0 1 MI 2 MI
SCALE: 1" = 1 MILE
3 MI 4 MI
LOCATION MAP VICINITY MAP
SCALE OF MILES
40 0 40 80 120 160
PROJECT LOCATION
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PLAN AND PROFILE - DIVERSION CHANNELREF-014
PLAN AND PROFILE - DIVERSION ROADREF-013
PLAN AND PROFILE - DIVERSION ROADREF-012
PLAN AND PROFILE - DIVERSION ROADREF-011
PLAN AND PROFILE - DIVERSION ROADREF-010
PLAN AND PROFILE - DIVERSION ROADREF-009
PLAN AND PROFILE - DIVERSION ROADREF-008
PLAN AND PROFILE - LA 964REF-007
PLAN AND PROFILE - LA 964REF-006
PLAN AND PROFILE - LA 964REF-005
PLAN AND PROFILE - LA 964REF-004
PLAN AND PROFILE - LA 964REF-003
PLAN AND PROFILE - LA 964REF-002
TITLE SHEET AND LAYOUT MAPREF-001
REFERENCES
XD-002 EXISTING CARNEY RD BRIDGE TO BE REMOVED
SITE DEMOLTION PLANXD-001
DEMOLITION
RIGHT OF WAY TABULATION TABLER-019
DISPOSITION TABLES 2 OF 2R-018
DISPOSITION TABLES 1 OF 2R-017
FACILITIES AND UTILITIES 11 OF 11R-016
FACILITIES AND UTILITIES 10 OF 11R-015
FACILITIES AND UTILITIES 9 OF 11R-014
FACILITIES AND UTILITIES 8 OF 11 R-013
FACILITIES AND UTILITIES 7 OF 11 R-012
FACILITIES AND UTILITIES 6 OF 11R-011
FACILITIES AND UTILITIES 5 OF 11 R-010
FACILITIES AND UTILITIES 4 OF 11R-009
FACILITIES AND UTILITIES 3 OF 11 R-008
FACILITIES AND UTILITIES 2 OF 11R-007
FACILITIES AND UTILITIES 1 OF 11R-006
OVERALL FACILITIES AND UTILITIESR-005
OVERALL RIGHT OF WAY MAPR-004
INDEX, LEGEND AND ABBREVIATIONSR-003
LOCATION AND VICINITY MAPR-002
COVER SHEETR-001
RIGHT-OF-WAY
BORING LOGS (SHEET 11 OF 11)B-113
BORING LOGS (SHEET 10 OF 11)B-112
BORING LOGS (SHEET 9 OF 11)B-111
BORING LOGS (SHEET 8 OF 11)B-110
BORING LOGS (SHEET 7 OF 11)B-109
BORING LOGS (SHEET 6 OF 11)B-108
BORING LOGS (SHEET 5 OF 11)B-107
BORING LOGS (SHEET 4 OF 11)B-106
BORING LOGS (SHEET 3 OF 11)B-105
BORING LOGS (SHEET 2 OF 11)B-104
BORING LOGS (SHEET 1 OF 11)B-103
BORING LOCATION MAPB-102
BORING LEGENDB-101
SOIL BORING LOG
CARNEY ROAD CROSS SECTIONSC-061
PEDESTRIAN / BIKE STRIPING LAYOUTC-060C
PAVEMENT MARKING DETAILS PLAN AND SECTION VIEWSC-060B
RUMBLE STRIPS PLAN AND SECTION VIEWSC-060A
PAVEMENT MARKING PLANC-060
NEW ENTERGY POWER POLES - NEW CARNEY ROADC-059A
PLAN AND PROFILE CARNEY ROAD SHEET 6 OF 6C-059
PLAN AND PROFILE CARNEY ROAD SHEET 5 OF 6C-058
PLAN AND PROFILE CARNEY ROAD SHEET 4 OF 6C-057
PLAN AND PROFILE CARNEY ROAD SHEET 3 OF 6C-056
PLAN AND PROFILE CARNEY ROAD SHEET 2 OF 6C-055
PLAN AND PROFILE CARNEY ROAD SHEET 1 OF 6C-054
NOT USEDC-053
CARNEY ROAD TYPICAL SECTIONS (2 OF 2)C-052
CARNEY ROAD TYPICAL SECTIONS (1 OF 2)C-051
CARNEY ROAD
BAYOU BATON ROUGE TEMPORARY BYPASS CROSS SECTIONS (2 OF 2)C-034
BAYOU BATON ROUGE TEMPORARY BYPASS CROSS SECTIONS (1 OF 2)C-033
COMITE RIVER DIVERSION CHANNEL CROSS SECTIONS (4 OF 4)C-032
COMITE RIVER DIVERSION CHANNEL CROSS SECTIONS (3 OF 4)C-031
COMITE RIVER DIVERSION CHANNEL CROSS SECTIONS (2 OF 4)C-030
COMITE RIVER DIVERSION CHANNEL CROSS SECTIONS (1 OF 4)C-029
BAYOU BATON ROUGE ROCK CHUTE CROSS SECTIONS (2 OF 2)C-028
BAYOU BATON ROUGE ROCK CHUTE CROSS SECTIONS (1 OF 2)C-027
SUGGESTED SEQUENCE OF CONSTRUCTION PHASE 5C-026E
SUGGESTED SEQUENCE OF CONSTRUCTION PHASE 4C-026D
SUGGESTED SEQUENCE OF CONSTRUCTION PHASE 3C-026C
SUGGESTED SEQUENCE OF CONSTRUCTION PHASE 2C-026B
SUGGESTED SEQUENCE OF CONSTRUCTION PHASE 1C-026A
BAYOU BATON ROUGE TEMPORARY ACCESS ROAD PLANC-025
FINAL SITE GRADING AND DRAINAGE PLAN SHEET 2 OF 2 C-024E
FINAL SITE GRADING AND DRAINAGE PLAN SHEET 1 OF 2C-024D
INTERIM SITE GRADING & DRAINAGE - COORDINATES & GENERAL NOTESC-024C
INTERIM SITE GRADING & DRAINAGE PLAN SHEET 2 OF 2C-024B
INTERIM SITE GRADING & DRAINAGE PLAN SHEET 1 OF 2C-024A
ACCESS TO LILLY BAYOU STOCKPILE AREA C-023B
DISPOSAL AREA COORDINATES, SECTIONS, DETAILS AND GENERAL NOTESC-023A
DISPOSAL AREA LAYOUTC-023
RIPRAP TRANSITION AND EDGE DETAILSC-022
COMITE RIVER DIVERSION CHANNEL SECTIONS (3 OF 3)C-021
COMITE RIVER DIVERSION CHANNEL SECTIONS (2 OF 3)C-020
COMITE RIVER DIVERSION CHANNEL SECTIONS (1 OF 3)C-019
COMITE RIVER DIVERSION CHANNEL PLAN VIEW (2 OF 2)C-018
COMITE RIVER DIVERSION CHANNEL PLAN VIEW (1 OF 2)C-017
COMITE RIVER DIVERSION PHASE 1 & PHASE 4 PROFILEC-016
COMITE RIVER DIVERSION PHASE 4 PLANC-015
COMITE RIVER DIVERSION PHASE 1 PLANC-014
BAYOU BATON ROUGE ROCK CHUTE SECTIONS (4 OF 4)C-013
BAYOU BATON ROUGE ROCK CHUTE SECTIONS (3 OF 4)C-012
BAYOU BATON ROUGE ROCK CHUTE SECTIONS (2 OF 4)C-011
BAYOU BATON ROUGE ROCK CHUTE SECTIONS (1 OF 4)C-010
BAYOU BATON ROUGE ROCK CHUTE PLAN VIEW (2 OF 2)C-009
BAYOU BATON ROUGE ROCK CHUTE PLAN VIEW (1 OF 2)C-008
BAYOU BATON ROUGE ROCK CHUTE PHASE 1 & PHASE 4 PROFILEC-007
BAYOU BATON ROUGE ROCK CHUTE PHASE 1 & PHASE 4 PLANC-006
BAYOU BATON ROUGE TEMPORARY BYPASS SECTIONC-005
BAYOU BATON ROUGE TEMPORARY BYPASS PLAN & PROFILEC-004
EXCAVATION PLAN C-003
PROPOSED SITE PLANC-002
EXISTING SITE PLAN C-001
BAYOU BATON ROUGE & COMITE RIVER DIVERSION CHANNEL
GENERAL NOTES AND LEGENDG-004
INDEX OF DRAWINGSG-003
PROJECT LOCATION MAP AND VICINITY MAPG-002
COVER SHEETG-001
GENERAL
CONCRETE SURFACE FINISH QUANTITIESS-118
CONCRETE SURFACE FINISHS-117
APPROACH SLAB DETAILSS-116
SPAN DETAILS (3 OF 3)S-115
SPAN DETAILS (2 OF 3)S-114
SPAN DETAILS (1 OF 3)S-113
BEARING PAD DETAILS AND JOINT DATAS-112
GIRDER SCHEDULES-111
GIRDER DETAILSS-110
FRAMING PLANS-109
INTERMEDIATE BENT DETAILSS-108
END BENT DETAILS (2 OF 2)S-107
END BENT DETAILS (1 OF 2)S-106
PILE DATAS-105
FOUNDATION PLANS-104
GENERAL PLAN & ELEVATIONS-103
SUMMARY OF BRIDGE QUANTITIESS-102
GENERAL NOTES AND INDEX S-101
CARNEY ROAD BRIDGE
TRUCK WASH DOWN RACK DETAILSC-503
STORMWATER POLLUTION PREVENTION PLAN (SWPPP) (2 OF 2)C-502
STORMWATER POLLUTION PREVENTION PLAN (SWPPP) (1 OF 2)C-501
STORMWATER POLLUTION PREVENTION PLAN
CLOSURE OF BAYOU BATON ROUGEC-302
PRELOAD AND SETTLEMENT MONITORINGC-301
PRELOAD DETAILS AND BAYOU BATON ROUGE CLOSURE
PUMP STATION MANHOLE DETAILS (SHEET 2 OF 2)C-127
PUMP STATION MANHOLE DETAILS (SHEET 1 OF 2)C-126
PUMP STATION TRASH RACK AND SLUICE GATE DETAILSC-125
PUMP STATION MISCELLANEOUS PUMP STATION DETAILS (SHEET 2 OF 2)C-124
PUMP STATION MISCELLANEOUS PUMP STATION DETAILS (SHEET 1 OF 2)C-123
PUMP STATION SECURITY FENCE DETAILSC-122
PUMP STATION HEADWALL DETAILSC-121
PUMP STATION WET WELL DETAILSC-120
PUMP STATION TYPICAL SECTIONSC-110
PUMP STATION PROPOSED PAD LAYOUTC-109
PUMP STATION PROPOSED MAINTENANCE ROAD CROSS SECTIONS (SHEET 3 OF 3)C-108
PUMP STATION PROPOSED MAINTENANCE ROAD CROSS SECTIONS (SHEET 2 OF 3)C-107
PUMP STATION PROPOSED MAINTENANCE ROAD CROSS SECTIONS (SHEET 1 OF 3)C-106
PUMP STATION PROPOSED MAINTENANCE ROAD PROFILEC-105
PUMP STATION PROPOSED PIPE PROFILEC-104
PUMP STATION PROPOSED SITE PLANC-103
PUMP STATION REMOVAL PLANC-102
PUMP STATION EXISTING SITE PLANC-101
PUMP STATION ALIGNMENT DATAC-100
PUMP STATION CIVIL
LA 964 AT CARNEY ROAD TEMP. TRAFFIC CONTROL PLANC-083
DETOUR SIGNING AND MAPC-082
LA ROUTE 964 CROSS SECTIONS AT CARNEY ROADC-081
CARNEY ROAD CROSS SECTIONS C-080
CARNEY ROAD CROSS SECTIONSC-079
CARNEY ROAD CROSS SECTIONS C-078
CARNEY ROAD CROSS SECTIONS C-077
CARNEY ROAD CROSS SECTIONS C-076
CARNEY ROAD CROSS SECTIONSC-075
CARNEY ROAD CROSS SECTIONS C-074
CARNEY ROAD CROSS SECTIONS C-073
CARNEY ROAD CROSS SECTIONS C-072
CARNEY ROAD CROSS SECTIONS C-071
CARNEY ROAD CROSS SECTIONS C-070
CARNEY ROAD CROSS SECTIONS C-069
CARNEY ROAD CROSS SECTIONS C-068
CARNEY ROAD CROSS SECTIONS C-067
CARNEY ROAD CROSS SECTIONS C-066
CARNEY ROAD CROSS SECTIONS C-065
CARNEY ROAD CROSS SECTIONS C-064
CARNEY ROAD CROSS SECTIONSC-063
CARNEY ROAD CROSS SECTIONSC-062
PUMP STATION DEMCO POWER SERVICE DETAILE-017
PUMP STATION PROGRAM EXAMPLE OF DATA EXCHANGE TABLE FOR SCADAE-016
PUMP STATION PROGRAM (PDP) PLC I/O WIRING DIAGRAM, 3 OF 3E-015
PUMP STATION PROGRAM (PDP) PLC I/O WIRING DIAGRAM, 2 OF 3E-014
PUMP STATION PROGRAM (PDP) PLC I/O WIRING DIAGRAM, 1 OF 3E-013
PUMP STATION POWER DISTRIBUTION & PUMP CONTROL DIAGRAME-012
ELECTRICAL LIGHTING SCHEMATICS AND DETAILSE-011
PUMP STATION ELECTRICAL TYPICAL DETAILSE-010
PUMP STATION TERMINAL JUNCTION BOX & CABLE TRENCH LAYOUTE-009
PUMP STATION ELECTR. POWER DISTRIBUTION & PUMP CONTROL DIAGRAME-008
PUMP STATION CONTROL PANELE-007
PUMP STATION ELECTRICAL EQUIPMENT RACK ELEVATION DETAILE-006
PUMP STATION ELECTRICAL SCHEDULESE-005
PUMP STATION ELECTRICAL 3-LINE DIAGRAME-004
PUMP STATION ELECTRICAL SITE PLANE-003
PUMP STATION ELECTRICAL NOTESE-002
PUMP STATION ELECTRICAL LEGENDE-001
PUMP STATION ELECTRICAL
PILING DETAILS COMPRESSION PILE TESTS-161
OBJECT MARKERS AND DEAD END ROAD INSTALLATIONS-160
HIGHWAY GUARD RAIL (MASH) OFF-SYSTEM BRIDGE APPLICATIONS-159
HIGHWAY SAFETY GUARD RAIL (MASH) (01-03-2019) (11 OF 11)S-158
HIGHWAY SAFETY GUARD RAIL (MASH) (01-03-2019) (10 OF 11)S-157
HIGHWAY SAFETY GUARD RAIL (MASH) (01-03-2019) (9 OF 11)S-156
HIGHWAY SAFETY GUARD RAIL (MASH) (01-03-2019) (8 OF 11)S-155
HIGHWAY SAFETY GUARD RAIL (MASH) (01-03-2019) (7 OF 11)S-154
HIGHWAY SAFETY GUARD RAIL (MASH) (01-03-2019) (6 OF 11)S-153
HIGHWAY SAFETY GUARD RAIL (MASH) (01-03-2019) (5 OF 11)S-152
HIGHWAY SAFETY GUARD RAIL (MASH) (01-03-2019) (4 OF 11)S-151
HIGHWAY SAFETY GUARD RAIL (MASH) (01-03-2019) (3 OF 11)S-150
HIGHWAY SAFETY GUARD RAIL (MASH) (01-03-2019) (2 OF 11)S-149
HIGHWAY SAFETY GUARD RAIL (MASH) (01-03-2019) (1 OF 11)S-148
STEEL WIRE BAR SUPPORTS-147
LADOTD STANDARD PLANS
APPROACH SLAB DRAINAGE DETAILS (4 OF 4)S-146
APPROACH SLAB DRAINAGE DETAILS (3 OF 4) S-145
APPROACH SLAB DRAINAGE DETAILS (2 OF 4)S-144
APPROACH SLAB DRAINAGE DETAILS (1 OF 4)S-143
APPROACH SLAB COMMON DETAILS (6 OF 6)S-142
APPROACH SLAB COMMON DETAILS (5 OF 6)S-141
APPROACH SLAB COMMON DETAILS (4 OF 6)S-140
APPROACH SLAB COMMON DETAILS (3 OF 6)S-139
APPROACH SLAB COMMON DETAILS (2 OF 6)S-138
APPROACH SLAB COMMON DETAILS (1 OF 6)S-137
YEAR PLATES-136
CAST-IN-PLACE BARRIER RAILING AND TRANSITIONS-135
SEALED EXPANSION JOINT PREFORMED NEOPRENE (2 OF 2)S-134
SEALED EXPANSION JOINT PREFORMED NEOPRENE (1 OF 2)S-133
LG-45 COMMON DETAILS (11 OF 11)S-132
LG-45 COMMON DETAILS (10 OF 11)S-131
LG-45 COMMON DETAILS (9 OF 11)S-130
LG-45 COMMON DETAILS (8 OF 11)S-129
LG-45 COMMON DETAILS (7 OF 11)S-128
LG-45 COMMON DETAILS (6 OF 11)S-127
LG-45 COMMON DETAILS (5 OF 11)S-126
LG-45 COMMON DETAILS (4 OF 11)S-125
LG-45 COMMON DETAILS (3 OF 11)S-124
LG-45 COMMON DETAILS (2 OF 11)S-123
LG-45 COMMON DETAILS (1 OF 11))S-122
LG-45 REINFORCEMENT WELDED WIRE REINFORCEMENTS-121
LG-45 REINFORCEMENT CONVENTIONAL REINFORCEMENTS-120
PRECAST PRESTRESSED CONCRETE PILESS-119
LADOTD SPECIAL DETAILS
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ELECTRIC PULL BOX
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ELECTRIC TRANSFORMER
WATER LINE
WATER VALVE VAULT
WATER METER
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SANITARY SEWER LINE
SANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT
GAS LINE
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FUEL VALVE
TELEPHONE PEDESTAL
FIBER OPTIC LINE
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DRAINAGE MANHOLE
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GENERAL NOTES:
LEGEND:
ABBREVIATIONS:
S-201
DETAIL/SECTION
DETAIL/SECTION
TOP SIDE
ELEVATION SECTION
S-201
S-201
FRONT
GENERAL CROSS-REFERENCING SYMBOLS:
GAS UTILITY DISTRICT 1 RANDY CROFT 225.624.4020 1g286@BELLSOUTH.NET
800.399.4001 NBUTLER@ENTERGY.COM
225.654.0201
ENTERGY
CITY OF ZACHARY LIONELL LAWSON
@CITYOFZACHARY.ORG
LINONELL.LAWSON
CB-??
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON ANOTHER
SECTION/DETAIL
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON SAME
SECTION/DETAIL
SUPPLEMENTAL INFORMATION
SCALE:
SCALE:
SUPPLEMENTAL INFORMATION
AT&T TRACY LAUVRAY TL697R@ATT.COM
BENCHMARKS:
COX
EAST BATON ROUGE PARISH TOM STEPHENS TSTEPHENS@BRGOV.COM
EXT. 566
225.389.3186
BATON ROUGE, LA 70802
1100 LAUREL ST.
OWNER CONTACT PHONE ADDRESS EMAIL
DESIGNATION:
CONTROL:
VERTICAL
DESCRIPTION OF BENCHMARK:
POINTS OF CONTACT FOR FACILITIES:
BUTLER-LEON
NERISSA
225.367.0613
BATON ROUGE, LA 70816
5550 S. SHERWOOD FOREST BLVD.
DENHAM SPRINGS, LA. 70726
300 JULIA ST.
THOMAS FLOYD
225.806.4745 (C)
225.237.5423
BATON ROUGE, LA 70806
7401 FLORIDA BLVD.
thomas.floyd@cox.com
LARRY BONNER
601-433-9458 (C)
601-776-6721
QUITMAN, MS 39355
103 EAST FRANKLIN ST.
@BLACKBEARLLC.COM
LBONNER
ZACHARY, LA. 70791
4650 MAIN ST.
ZACHARY, LA. 70791
10633 ZACHARY DEERFORD RD.
MIDLA, LLC
BLACK BEAR TRANSMISSION
NAVD88 (2006.81)
ELEV. = 80.31
(PPCP)
NGS PID. BBDY83
11087C PBM1
(PCP)
NGS PID. BBDY83
11087C PBM2
EASTING = 3322911.077
NORTHING = 772712.993
EASTING = 3323775.185
NORTHING = 773494.392
NAVD88 (2006.81)
ELEV. = 81.67
CONSTRUCTION. ALL OTHER PROJECT CONTROL POINTS (PCPs) ARE FOR VERIFICATION PURPOSES)
(THE PRIMARY PROJECT CONTROL POINT (PPCP) IS THE CONSTRAINING BENCHMARK FOR ALL
(PCP)
19-036C-1
EASTING = 3319852.58
NORTHING = 771884.64
LONG = 91°12'33.4368" W
LAT = 30°37'20.7698"N
SURFACE AND STAMPED 19-036C-1 2019.
DRIVEWAY, AND 2.3 FEET WEST OF A 6" TREATED POST ON THE FENCE LINE. SET FLUSH WITH THE GROUND
FEET NORTH/NORTHWEST OF A FENCE CORNER, 17.0 FEET EAST OF THE EAST EDGE OF A LIMESTONE
ACCESS COVER SET IN CONCRETE. LOCATED 52 FEET NORTH OF THE CENTERLINE OF CARNEY ROAD, 8.0
ROD DRIVEN TO REFUSAL (A DEPTH OF 24 FT.) AND SET IN AN ALUMINUM FLANGE ON A 6" PVC PIPE WITH AN
1057 CARNEY ROAD. THE STATION IS A CORPS OF ENGINEERS, NEW ORLEANS DISTRICT STAINLESS STEEL
FOR 0.95 MILES, THEN TURN LEFT ONTO A DRIVEWAY, AND THE STATION WILL BE NEAR A FENCE CORNER AT
NORTHEASTERLY DIRECTION FOR 0.75 MILES, THEN TURN RIGHT ONTO CARNEY ROAD AND PROCEED EAST
61 FOR 2.4 MILES TO BARNETT ROAD, THEN TURN LEFT ONTO BARNETT ROAD AND PROCEED IN A
INTERSECTION OF HIGHWAY 64 AND HIGHWAY 61 JUST WEST OF ZACHARY, LA. PROCEED SOUTH ON HIGHWAY
WEST/SOUTHWEST OF ZACHARY, LA., AND 8.73 MILES EAST OF GLYNN, LA. TO REACH THE STATION FROM THE
THE STATION IS LOCATED IN EAST BATON ROUGE PARISH, 3.42 MILES NORTHWEST OF BAKER, LA., 3.64 MILES
CONTROL:
HORIZONTAL
NAVD88 (2006.81)
ELEV. = 89.59
INSIDE FACEIF
HIGH PERFORMANCE TURF REINFORCED MATHPTRM
HORIZONTALHORZ
HEIGHTHT
GALVANIZEDGALV
FLARED END SECTIONFES
FAR FACEFF
EXISTINGEXIST
EACH WAYEW
EQUAL SPACESES
ELEVATIONEL
EXPANSION JOINTEJ
EACH FACEEF
DOWELDWL
DRAWINGDWG
DIAMETERDIA
CORROSION RESISTANT STEELCRS
CONCRETECONC
CORRUGATED METAL PIPECMP
CONSTRUCTION JOINTCJ
CLEARCLR
CURB & GUTTERC&G
CENTERLINEC/L
BOTTOMBOT
BITUMINOUSBITUM
BAYOU BATON ROUGEBBR
ALUMINUMALUM
ALTERNATE WITHALT W/
APPROXIMATEAPPROX
WATER MAINWM
WIDTHW
VERTICALVERT
UNDERGROUNDUGND
UNLESS OTHERWISE NOTEDUNO
TYPICALTYP
TOP AND BOTTOMT&B
STAINLESS STEELSST
SPECIFICATIONSSPEC
SANITARYSAN
RIGHT-OF-WAYR/W
REQ'D REQUIRED
RIGHT OF ENTRYROE
POINT OF ENDINGPOE
POINT OF BEGINNINGPOB
PRIMARY PROJECT CONTROL POINTPPCP
PROJECT CONTROL POINTPCP
ON CENTEROC
OUTSIDE FACEOF
NUMBERNO
NEAR FACENF
MISCELLANEOUSMISC
MIRROREDMIRR
MINIMUMMIN
MAXIMUMMAX
LANDWARDL/W
LOCAL PROJECT CONTROL POINTLPCP
LONGLG
BUT WILL BE INSTALLED AFTER RE-ALIGNED CARNEY ROAD IS COMPLETED.
RELOCATED TO THE RE-ALIGNED CARNEY ROAD WILL NOT HAVE TEMPORARY UTILITIES THROUGH THE CONSTRUCTION WORK LIMITS, TO THE DISPOSITION TABLES ON SHEETS R-017 AND R-018. UTILITIES REMOVED FROM EXISTING CARNEY ROAD RIGHT-OF-WAY AND
CONTRACTOR IS REQUIRED TO COORDINATE AND PERFORM WORK AS DEFINED WITHIN THE RIGHT-OF-WAY PLANS, SPECIFICALLY10.
CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO BEGINNING OF WORK. 9.
ELEVATIONS ARE IN FEET AND REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988, 2006.81 EPOCH (NAVD88(2006.81).8.
THE NORTH AMERICAN DATUM OF 1983 (NAD83-NA2011). COORDINATES ARE IN U.S. SURVEY FEET.
STATE PLANE COORDINATES (SPC) SHOWN ARE REFERENCED TO LOUISIANA SOUTH STATE PLANE COORDINATE SYSTEM USING7.
TO DUSTING SHALL BE KEPT MOIST WITH WATER.
DUST CONTROL - CONTRACTOR SHALL TAKE RESPONSIBLE MEASURES TO AVOID UNNECESSARY DUST. EACH SURFACE SUBJECT6.
DIFFERENTIAL LEVELING PER SECTION 01100.
THE CONTRACTOR SHALL VERIFY ALL CONTROL POINTS (PPCP, PCPs, AND LPCPs) AT A MINIMUM EVERY 6 MONTHS VIA5.
SUBMIT THE CONTROL VERIFICATION SURVEY TO THE CORE WITHIN 14 DAYS OF NOTICE TO PROCEED.
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BASELINES AND PROJECT CONTROL POINTS PRIOR TO CONSTRUCTION AND
CONTROL POINTS ARE INDICATED ON THE PLANS AND ARE ALSO THE VERTICAL BENCHMARKS FOR THE PROJECT. IT IS THE
THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND GRADES PRIOR TO THE BEGINNING OF CONSTRUCTION. PROJECT
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LAYOUT AND CONTROL AS DETAILED IN THESE CONSTRUCTION DRAWINGS.4.
PROPER CONSTRUCTION METHODS SHALL BE EMPLOYED.
IT IS THE CONTRACTOR'S RESPONSIBILITY FOR THE INTEGRITY OF THE SLOPES AND ADJOINING AREAS OF THE WORK AREA.3.
OPERATIONS. THE DAMAGE SHALL BE REPAIRED IN KIND AT THE CONTRACTOR'S EXPENSE.
THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONSTRUCTION NEGLIGENT2.
UNDERGROUND UTILITY LINES RELOCATED IN CONJUNCTION WITH CONSTRUCTION.
COMPLETE OR ACCURATE. THE CONTRACTOR MUST COORDINATE DIRECTLY WITH THE INVOLVED UTILITY OWNERS TO HAVE
INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER CAN NOT AND DOES NOT WARRANT THAT THIS INFORMATION IS
EXISTING UNDERGROUND UTILITY LINES (PHONE, FIBER OPTIC, ETC.) ARE SHOWN ON THE DRAWINGS BASED UPON THE BEST1.
AND 2.1 FEET EAST OF A BARBED WIRE FENCE.
IS LOCATED 98 FEET WEST OF THE CENTERLINE OF LA HWY 964, 31.8 FEET NORTH OF A POWER POLE
CARNEY ROAD, TRAVEL NORTH ON LA HWY 964 FOR 0.3 MILES TO THE MARK ON THE LEFT. THE STATION
HUDSON, LA. TO REACH THE STATION FROM THE INTERSECTION OF LA HWY 964 (OLD SCENIC HWY) AND
SOUTHWEST OF ZACHARY LA. 3.7 MILES NORTHWEST OF BAKER, LA. AND 5.6 MILES SOUTHEAST OF PORT
MOUNTED FLUSH WITH THE GROUND. THIS STATION IS LOCATED IN EAST BATON ROUGE PARISH, 3.7 MILES
A DEPTH OF 40 FEET, SET IN A SAND FILLED PVC PIPE IN CONCRETE WITH AN ALUMINUM ACCESS COVER, THE STATION IS STAMPED "11087C PBM 1 2011" AND IS A 9/16 IN STAINLESS STEEL ROD DRIVEN TO REFUSAL AT
POWER POLE AND 2.7 FEET WEST OF A BARBED WIRE FENCE.
STATION IS LOCATED 78 FEET EAST OF THE CENTERLINE OF LA HWY 964 46 FEET SOUTHWEST OF A
AND CARNEY ROAD, TRAVEL NORTH ON LA HWY 964 FOR 0.5 MILES TO THE MARK ON THE RIGHT. THE
NORTH OF ALSEN, LA. TO REACH THE STATION FROM THE INTERSECTION OF LA HWY 964 (OLD SCENIC HWY)
PARISH, 3.5 MILES SOUTHWEST OF ZACHARY LA, 3.7 MILES NORTHEAST OF BAKER, LA AND 3.8 MILES
ACCESS COVER AND MOUNTED FLUSH WITH THE GROUND. THE STATION IS LOCATED IN EAST BATON ROUGE
REFUSAL AT A DEPTH OF 44 FEET, SET IN A SAND FILLED PVC PIPE SET IN CONCRETE WITH AN ALUMINUM
THE STATION IS STAMPED "11087C PBM 2 2011".AND IS A 9/16 IN STAINLESS STEEL ROD DRIVEN TO c le m a y
H
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®of Engineers
US Army Corps
NEW ORLEANS DISTRICT
A N
S I
D of Engineers
US Army Corps
F
IL
E N
U M
B E
R
IDENTIFICATION
SHEET
N E
W O
R L E
A N
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N A
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E a s t
B a to n R o u g e P a ri s h L o u is ia n a
B a y o u B a to n R o u g e R o c k C h u te
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 rs io n P ro je c t
A U
G U
S T
W P -2
-B
J S
IM
M O
N S
F lo o d C o n tr o l, A m it e R iv e r
A n d T ri b u ta ri e s L o u is ia n a
J S
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J S
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R E
A D
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O R A
D V
E R
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IS
E M
E
N 771270.898
E 3320326.553
SHEET R-018)
(SEE DISPOSITION TABLE
TO BE REMOVED EXISTING WATER WELL
N
C E
M E
T A
R Y
R/W POINTS X,Y ARE SHOWN ON SHEET R-019.
NOTE:
S T
A
.0
L
IM
IT
S O
F C
O N
S T
R U
C T
IO
N
19-036C-1
PROJECT CONTROL POINT
PRIMARY PROJECT CONTROL POINT
EXISTING LA HWY 964
SCALE: 1" = 200'
EXISTING SITE PLAN
(PPCP)
11087C PBM1
(PCP)
11087C PBM2
SHEET R-018)
(SEE DISPOSITION TABLE
GW-1 TO BE REMOVED
NORTHING EASTING
772712.993
773494.392
3319852.58771884.64
80.31'
89.59'
LOCATION
(NAVD 88)
ELEVATION
BENCHMARKS
11087C PBM1
11087C PBM2
3322911.077
3323775.185 81.67'
19-036C-1
DISTURB
DO NOT
DISTURB
DO NOT
C E
M E
T A
R Y
65 65
75 75
CARNEY ROAD
EXISTING
80 80
0 8
REQ'D
R/W
R E
Q 'D R /W
R E
Q 'D R /W
R E Q 'D R /W
REQ'D R/W
R E
Q 'D R /W
REQ'D
R/W
REQ'D
R/W
REQ'D R/W
REQ'D
R/W
REQ'D R
/W
REQ'D
R/W
0200' 200' 400'
REQ'D
R/W
SCALE: 1" = 200'
LA HWY 964
85 85
ROAD BRIDGE
EXISTING CARNEY
N 771325.586
E 3320445.327
SHEET R-018)
(SEE DISPOSITION TABLE
TO BE REMOVED EXISTING SEPTIC TANK
N 771270.898
E 3320326.553
SHEET R-018)
(SEE DISPOSITION TABLE
TO BE REMOVED EXISTING WATER WELL
BATON ROUGE
BAYOU
SHEET R-018)
DISPOSITION TABLE
BY OWNER (SEE
FROM ROW TO ROW
PIPELINES TO BE REMOVED
CARNEY ROAD.
EXIST.
EXIST R/W
LIMITS
NO WORK
REQ'D
R/W
EXIST R/W
R E
Q 'D R /W
S O
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®of Engineers
US Army Corps
A N
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US Army Corps
F
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U M
B E
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IDENTIFICATION
SHEET
a u to ti m e
N E
W O
R L E
A N
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H -4 -4 -8
E a s t
B a to n R o u g e P a ri s h L o u is ia n a
B a y o u B a to n R o u g e R o c k C h u te
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 rs io n P ro je c t
A U
G U
S T
W P -2
-B
J S
IM
M O
N S
F lo o d C o n tr o l, A m it e R iv e r
A n d T ri b u ta ri e s L o u is ia n a
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ACCESS ROAD
TEMPORARY
STA. 11+00.00
STA. 10+00.00
SEE NOTE 4BRIDGE
CARNEY RD.
DITCH
REQ'D R/W
REQ'D R/W
REQ'D R/W
REQ'D R/W
REQ'D R/W
REQ'D R/W
REQ'D R/W
R E
Q 'D R /W
R E Q 'D R /W
REQ'D R/W
R E
Q 'D R /W
R E
Q 'D R /W
R E Q 'D R /W
REQ'D R/W
PROPOSED SITE PLAN
C-002
R E
Q 'D R /W
(BY OTHERS
LA964 BRIDGE
REQ'D R/W
REQ'D R/WREQ'D R/W
(BY OTHERS)
LA964 BYPASS
REQ'D R/W
COLD MILL AND OVERLAY
BEGIN CARNEY ROAD
P I S
T A
.5
E
.5
N
.7
E 3322352.43
N 772014.71
E 3318914.54
N 771374.25
P I S
T A . 3
.9
E
.0
N
.8
STATION
PUMP
CARNEY ROAD
EXIST.
11. SEE SHEETS C-026A TO C-026E FOR SUGGESTED SEQUENCE OF CONSTRUCTION.
10. REFER TO SHEET G-004 FOR LEGEND AND ABBREVIATIONS.
9. SEE SHEET C-025 FOR TEMPORARY ACCESS ROAD.
8. SEE SHEET C-024A AND C-024B FOR GRADING AND DRAINAGE.
7. SEE SHEET C-023 FOR DISPOSAL AREA DETAILS.
6. SEE SHEETS C-010 THRU C-013 AND C-020 THRU C-021 FOR TYPICAL CHANNEL SECTIONS.
5. FILL EXISTING, LOW-LYING AREAS TO APPROXIMATE EL. 78.0'±.
IF NECESSARY, A CORRIDOR OVER THE PIPELINES MAY BE LEFT OPEN AT THE DIRECTION OF THE OWNER.
MATERIAL IN PERMANENT DISPOSAL AREA 3 WILL AFFECT THE RELOCATED PIPELINES.
SHALL VERIFY WITH THE OWNER WHETHER OVERBURDEN PRESSURES OF THE FILL
PIPELINE OWNER PRIOR TO THE USE OF THE DISPOSAL AREAS. THE CONTRACTOR
4. PIPELINE RELOCATION (DRILLING LIMITS) TO BE COORDINATED WITH
REPAIR OF DAMAGED ITEMS.
CONTRACT. NO PAYMENT WILL BE MADE FOR REPLACEMENT OR
REPRESENTATIVE, ANY STRUCTURE DAMAGED DURING THE DURATION OF THE
REPLACE OR REPAIR, AS DIRECTED BY THE CONTRACTING OFFICER'S
WHICH MAY OCCUR DURING CONSTRUCTION. THE CONTRACTOR SHALL
STRUCTURES SUCH AS PIPES, INLETS, BRIDGES, ETC. FROM DAMAGE
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT EXISTING
TO BEGINNING WORK.
CONTACT LOCAL UTILITY COMPANIES AND LOUISIANA ONE CALL AT 811 PRIOR
BASED ON THE INFORMATION AVAILABLE. THE CONTRACTOR SHALL
2. EXISTING UNDERGROUND UTILITY LINES ARE SHOWN ON THE DRAWINGS
THROUGHOUT THE DURATION OF THE PROJECT.
1. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SITE DRAINAGE
NOTES:
DRAINAGE DITCHES
C/L CARNEY RD
SHEET R-018)
DISPOSITION TABLE,
OWNER - SEE
(TO BE REMOVED BY
NATURAL GAS PIPELINES
BLACK BEAR TRANSMISSION MIDLA
WEST INTERCEPTOR DITCH EAST INTERCEPTOR DITCH
NO. 1
LEVEE
GUIDE
GUIDE LEVEE NO. 2
NO. 3
LEVEE
GUIDE
NO. 5
GUIDE LEVEE
DISPOSAL AREA NO. 1
DISPOSAL AREA NO. 5
PHASE 5 EXPANDED
AREA NO. 2
DISPOSAL
AREA NO. 3
DISPOSAL
DISPOSAL AREA NO. 4
GUIDE LEVEE NO. 4
ADOPTED (P&A) CARNEY ROAD
BEGIN PROJECTED AND
CARNEY ROAD
ADOPTED (P&A)
PROJECTED AND
CARNEY ROAD
ADOPTED (P&A)
PROJECTED AND
CARNEY ROAD
ADOPTED (P&A)
END PROJECTED AND
CHUTE (BBR RC)
BEGIN BBR ROCK
CHUTE (BBR RC)
C/L BBR ROCK
E 3321492.63 N 771906.67
STA. 319+67.46
COMITE RIVER DIVERSION CHANNEL (CRDC)
STA. 0+00.00 =
BBR ROCK CHUTE (BBR RC)
(BY OTHERS)
DIVERSION CHANNEL (CRDC)
C/L COMITE RIVER
C/L BBR RC (NORTH DITCH)
C/L BBR RC (SOUTH DITCH)
GW-1
C/L (CRDC)
STA 311+00
POB
PI STA 346+00
POE
(BY OTHERS)
DIVERSION CHANNEL (CRDC)
COMITE RIVER
CARNEY RD.
C/L EXISTING
DISTURB
DO NOT
CEMETERY
DISTURB
DO NOT
CEMETERY
SCALE: 1" = 200'
SCALE: 1" = 200'
EXIST R/W
EXIST R/W
0200' 200' 400'
S O
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A P
P R
®of Engineers
US Army Corps
NEW ORLEANS DISTRICT
A N
S I
D of Engineers
US Army Corps
F
IL
E N
U M
B E
R
IDENTIFICATION
SHEET
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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P
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C T M
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E
-4 -8
E a s t
B a to n R o u g e P a ri s h L o u is ia n a
B a y o u B a to n R o u g e R o c k C h u te
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 rs io n P ro je c t
A U
G U
S T
W P -2
-B
J S
IM
M O
N S
F lo o d C o n tr o l, A m it e R iv e r
A n d T ri b u ta ri e s L o u is ia n a
J S
IM
M O
N S
J S
IM
M O
N S
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E N
T
C L E
M A
Y
PR 79
C-024B
3 26
EL. 77.91'
STA. 311+00.00
EXISTING GRADE
TRANSITION FROM
BEGIN EXCAVATION
STA. 311+00
EXCAVATION
BEGIN FULL DEPTH
EL. 37.15'
ELEV. 37.15'
STA 311+00
CHANNEL POB
COMITE RIVER DIVERSION
E 3320898.81 N 771784.09
EL. 78.05
STA. 326+01.04
EXISTING GRADE
TRANSITION FROM
BEGIN EXCAVATION
0200' 200'
RD.
EXISTING CARNEY
EXISTING LA 964
BY OTHERS
LA 964 BYPASS
CARNEY ROAD BRIDGE
C/L PROJECTED & ADOPTED
1V:7H
1V:7H
ELEV. 59.20'
E =3321004.65 N =772357.07
STA. 7+40.00
BYPASS POE
BBR TEMPORARY
EXISTING R/W
BY OTHERS
LA 964 BRIDGE
1V:7H
1V:7H
F L
O W
N
E X
C A
V A
T
IO
N P
L A
N
H
C -0
-R o c k C h u te .d g n
C-003
C/L BBR ROCK CHUTE
DO NOT DISTURB
CEMETERY
DO NOT DISTURB
CEMETERY
R E Q
U
IR
E D R /W
R E
Q U
IR
E D R /W
REQUIRED R/W
R E
Q U
IR
E D R /W
REQUIRED R/W
REQUIRED R/W
REQUIRED R/W
R E Q
U
IR
E D R /W
REQUIRED R/W
E =3320990.72 N = 771637.45
STA. 0+19.77 =
BYPASS PC
BBR TEMPORARY
EXISTING R/W
EXISTING R/W
EXISTING R/W
S °0 '5 " E
N
°3
'5 E
N °4
'4
E
CARNEY ROAD
C/L PROJECTED & ADOPTED
N
'0
W
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
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
E a s t
B a to n R o u g e P a ri s h L o u is ia n a
New Orleans District of Engineers
US Army Corps
C o m it e R iv e r
D iv e rs io n P ro je c t
H -4 -4 -8
M
IS
S
IS
S
IP
P I
R
IV
E R D
IV
IS
IO
N
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
A M P
A R
A C L
O V
IN
G
A N
S I
D
B a y o u B a to n R o u g e R o c k C h u te
P L
O T D
A T
E
M
H R
Z
IC
C o m it e R iv e r
B a s in
F lo o d C o n tr o l, A m it e R iv e r a n d T ri b u ta ri e s L o u is ia n a
A U
G U
S T
W P -2
-B -0
W X
X X
X X -X
X -X -X
X X
X H
N T
B C
O R
P
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E N
T
NOTES:
S 78°19'08.1" W
PROPOSED CONDITIONS.
6. GREY LINES INDICATE EXISTING CONDITIONS AND BLACK LINES INDICATE
5. SEE SHEETS C-004 THRU C-021 FOR SIDE SLOPE AND CHANNEL DESIGN.
4. REFER TO SHEET G-004 FOR LEGEND AND ABBREVIATIONS.
COMITE RIVER DIVERSION CHANNEL.
PHASE 3. PHASE 4 SEGMENT TO BE CONSTRUCTED UPON COMPLETION OF
3. EXCAVATION STARTED IN PHASE 1 WILL BE CONTINUED INTO PHASE 2 AND
2. SEE SHEETS C-004 THRU C-005 FOR TYPICAL TEMPORARY BYPASS SECTIONS.
35 FT. MINIMUM DISTANCE.
WHERE NECESSARY, DISPOSAL AREAS SHALL BE MOVED TO MAINTAIN THIS
1. EXCAVATION SHALL NOT OCCUR WITHIN 35 FT. OF DISPOSAL AREA SLOPES.
1V:3H1V:3H
EXCAVATION
BBR ROCK CHUTE
E =3320995.89 N =771667.94
STA. 0+50.81
BYPASS PT
BBR TEMPORARY
ELEV. 59.00'
E =3320984.44 N =771618.71
STA. 0+00.00 =
BYPASS POB
BBR TEMPORARY
EXCAVATION
COMITE RIVER DIVERSION CHANNEL
E = 3320995.69 N = 771652.29
R = 100.00' L = 31.04' T = 15.65'
D = 57°17'45"
∆ = 17°47'13" LT.
PI STA. 0+35.42
S T
A .5
E 3320997.62 N 771804.49
CHANNEL STA. 324+72.90
C/L COMITE RIVER DIVERSION
STA. 1+87.37 =
C/L BBR TEMPORARY BYPASS
N 64°03'03" W
V :3
H
V :3
H
V :3
H
V :3
H
E 3321637.53 N 771936.79
PI STA. 318+19.51
SCALE: 1" = 200'
5+00
10+00
S 78°19'08.1" W
EL. 36.97
STA. 322+40.00
EXCAVATION
END FULL DEPTH
EL. 36.96'
STA. 326+97.38
EXCAVATION
BEGIN FULL DEPTH
V :3
H
V :3
H
0 70
E 3321096.47 N 771824.93
STA. 323+43.10
TO EL. 78.06
END TRANSITION
R E
Q U
IR
E D R /W
0 8
400' 600' 800'
REFER TO NOTE 3
BYPASS
TEMPORARY
C/L BBR
ELEV. 60.90'
E 3320852.12 N 773404.94
STA 17+20.00
PHASE 4
BBR ROCK CHUTE POE
ELEV. 58.20'
E 3321164.11 N 773194.72
STA 13+39.95
PHASE 1
BBR ROCK CHUTE POE
STA. 0+00.00 =
ROCK CHUTE POB
C/L BBR
ELEV. 36.99'
E 3321492.63 N 771906.67
CHANNEL STA. 319+67.46
C/L COMITE RIVER DIVERSION
DIVERSION CHANNEL
C/L COMITE RIVER
TOP OF BANK
PI STA. 328+31.94
E 3320646.05 N 771731.80
EXISTING BAYOU BATON ROUGE
STA. 346+00.00
EXCAVATION
END FULL DEPTH
ELEV. 36.49'
E = 3318914.54 N = 771374.25
STA 346+00.00
CHANNEL POE
COMITE RIVER DIVERSION
TOP OF BANK
REQUIRED R/W
R E
Q U
IR
E D R /W
REQUIRED R/W
REQUIRED R/W
REQUIRED R/W
REQUIRED R/W
PHASE 4
(SOUTH DITCH)
BBR RC
PHASE 4
(NORTH DITCH)
BBR RC
CONCURENT WITH CONSTRUCTION
TO BE REMOVED BY OWNER
MIDLA NATURAL GAS PIPELINES
BLACK BEAR TRANSMISSION
TOP OF BANK
BRIDGE
EXISTING CARNEY ROAD
TOP OF BANK
SHEET C-005 DETAIL 6
RIPRAP BLANKET, SEE
TEMPORARY BRIDGE PIER
STA. 0+50.81
EL. 59.15
STA. 0+00.00
EL. 59.00
P
R O
F
IL
E
T E
M P
O R
A R
Y B
Y P
A S
S P
L A
N
B A
Y O
U B
A T
O N R
O U
G
C-004
N 18°30'55'' E
V :3
H
V :3
H
N 0°43'43'' E
SECTION
TO TRANSITION TO RIPRAP
GRADE EXISTING GROUND
SECTION
TO TRANSITION TO RIPRAP
GRADE EXISTING GROUND
DISPOSAL AREA
DISPOSAL AREA
TOP OF BANK
E =3320990.72 N = 771637.45
STA. 0+19.77
BYPASS PC
BBR TEMPORARY
EXISTING GROUND
EL. 78.00
0.00%
STA. 7+40.00
EL. 59.20
BYPASS
C/L BBR TEMPORARY
E L
IN
N
A V
D
E L
IN
N
A V
D
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
4 5
C-005
1 2 3 4 5
New Orleans District of Engineers
US Army Corps
C-005 C-005
A P
P R
D
D A
T E
D E
S C
R
IP
T
IO
N
M A
R K
A P
P R
D A
T E
C
D E
S C
R
IP
T
IO
N M
A R
K
S O
L
IC
IT
A T
IO
N N
O
D A
T E
F
IL
E N
U M
B E
R
C O
N T
R A
C T N
O
H -4 -4 -8
A U
G U
S T
W P -2
-B -0
W X
X X
X X -X
X -X -X
X X
X
F
IL
E N
A M
E
C K
D B
Y
M P
A R
A
P L
O T D
A T
E
H
C -0
-R o c k C h u te .d g n
D W
N B
Y
D E
S
IG
N E
D B
Y
B S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
A N
S I
D
C L
O V
IN
G
A N
S I
D
M
H R
Z
IC
H N
T B C
O R
P
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M
IS
S
IS
S
IP
P I
R
IV
E R D
IV
IS
IO
N
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
A
A
E a s t
B a to n R o u g e P a ri s h L o u is ia n a
C o m it e R iv e r
D iv e rs io n P ro je c t
B a y o u B a to n R o u g e R o c k C h u te
C o m it e R iv e r
B a s in
F lo o d C o n tr o l, A m it e R iv e r a n d T ri b u ta ri e s L o u is ia n a
IDENTIFICATION
SHEET
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E N
T
0.03% CHANNEL BOTTOM
N
70 7
E X
IS
T
IN
G C
A R
N E
Y R
O A
D
C-005
EXISTING CARNEY RD. BRIDGE
DITCH
EXISTING CARNEY RD.
EL. 59.00
E =3320984.44
N =771618.71
STA. 0+00.00
BYPASS POB
BBR TEMPORARY
DITCH
EXISTING CARNEY RD.
2. REFER TO SHEET G-004 FOR LEGEND AND ABBREVIATIONS.
BAYOU BATON ROUGE TEMPORARY BYPASS PLAN
SCALE: 1" = 50'
BAYOU BATON ROUGE TEMPORARY BYPASS PROFILE
SCALE: 1" = 50' (HORIZ.) 1" = 10' (VERT.) NOTES:
1. SEE SHEET C-005 FOR SECTIONS.
BYPASS
C/L BBR TEMPORARY
E = 3320995.69 N = 771652.29
R = 100.00' L = 31.04' T = 15.65'
D = 57°17'45"
∆ = 17°47'13" LT.
STA. 0+35.42
BBR TEMPORARY BYPASS PI
CURVE 1
E =3320995.89 N =771667.94
STA. 0+50.81
BYPASS PT
BBR TEMPORARY
TEMPORARY BERM
ROUGE
EXISTING BAYOU BATON
ROUGE
EXISTING BAYOU BATON
TEMPORARY BERM
EL. 59.20
E =3321004.65 N =772357.07
STA. 7+40.00
BYPASS POE
BBR TEMPORARY
ALIGNMENT
GUIDE LEVEE
ALIGNMENT
GUIDE LEVEE
CARNEY ROAD
C/L PROJECTED & ADOPTED
C T
IO
N
T E
M P
O R
A R
Y B
Y P
A S
S
B A
Y O
U B
A T
O N R
O U
G
C-005
2' (TYP.)
1 2 3 4 5
New Orleans District of Engineers
US Army Corps
A P
P R
D
D A
T E
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
C
D E
S C
R
IP
T
IO
N M
A R
K
S O
L
IC
IT
A T
IO
N N
O
D A
T E
F
IL
E N
U M
B E
R
C O
N T
R A
C T N
O
H -4 -4 -8
A U
G U
S T
W P -2
-B -0
W X
X X
X X -X
X -X -X
X X
X
C K
D B
Y
M P
A R
A
P L
O T D
A T
E
F
IL
E N
A M
E
H
C -0
R o c k C h u te .d g n
N .T .S
D W
N B
Y
D E
S
IG
N E
D B
Y
B S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
A N
S I
D
C L
O V
IN
G
A N
S I
D
M
H R
Z
IC
H N
T B C
O R
P
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M
IS
S
IS
S
IP
P I
R
IV
E R D
IV
IS
IO
N
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
A
A
E a s t
B a to n R o u g e P a ri s h L o u is ia n a
C o m it e R iv e r
D iv e rs io n P ro je c t
B a y o u B a to n R o u g e R o c k C h u te
C o m it e R iv e r
B a s in
F lo o d C o n tr o l, A m it e R iv e r a n d T ri b u ta ri e s L o u is ia n a
IDENTIFICATION
SHEET
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E N
T
(APPROX. LOCATION)
EXISTING TIMBER PILES (TYP.)
EXISTING GROUND
PLAN VIEW
2' (TYP.)
(TYP.)
RIPRAP THICKNESS 1.5'
AREA TO BE FILLED
AREA TO BE FILLED
AREA TO BE FILLED
AREA TO BE FILLED
AREA TO BE FILLED
AREA TO BE FILLED
SECTION A-A
BAYOU BATON ROUGE TEMPORARY BYPASS SECTION
N.T.S.
NOTES:
1. SEE SHEET C-004 FOR INVERT ELEVATIONS.
AT EXISTING CARNEY ROAD BRIDGE CROSSING.
NOTE: RIPRAP TO BE PLACED AT PILE SCOUR HOLES
TEMPORARY R-90 RIPRAP BLANKET
N.T.S.
BAYOU BATON ROUGE TEMPORARY BYPASS SECTION
BAYOU BATON ROUGE TEMPORARY BYPASS SECTION
N.T.S.
N.T.S.
A A
R-25 RIPRAP
R-25 RIPRAP
R-25 RIPRAP
REQUIRED)
DRAINAGE (WHEN
TO FACILITATE
AREA TO BE CUT
90 90
30' 30'
1V:3H
EL. 78.00
1V:3H
EL. 78.00
80 80
C L
70 70
60 60 10.0'
50 50
30' 30'
EL. 78.00
30'
EL. 78.00
1V:3H
30'
1V:3H
EL. 78.00
EL. 78.00
C L
C L
1V:3H 8080
10.0'
10.0'
A .0
S T
A .0
S
T A .0
S T
A .0
S T
A .0
S T
A .0
S
T A .0
12 XX
H
C -0
-R o c k C h u te .d g n
C-006
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
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
E a s t
B a to n R o u g e P a ri s h L o u is ia n a
New Orleans District of Engineers
US Army Corps
C o m it e R iv e r
D iv e rs io n P ro je c t
H -4 -4 -8
M
IS
S
IS
S
IP
P I
R
IV
E R D
IV
IS
IO
N
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
A M P
A R
A C L
O V
IN
G
A N
S I
D
B a y o u B a to n R o u g e R o c k C h u te
P L
O T D
A T
E
M
H R
Z
IC
C o m it e R iv e r
B a s in
F lo o d C o n tr o l, A m it e R iv e r a n d T ri b u ta ri e s L o u is ia n a
A U
G U
S T
W P -2
-B -0
W X
X X
X X -X
X -X -X
X X
X H
N T
B C
O R
P
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E N
T
COMITE RIVER DIVERSION CHANNEL.
PHASE 3. PHASE 4 SEGMENT TO BE CONSTRUCTED UPON COMPLETION OF
3. EXCAVATION STARTED IN PHASE 1 WILL BE CONTINUED INTO PHASE 2 AND
2,3
C-022
1,2
C-022
C-022
2,3
S 78°19'08.1" W
2. REFER TO SHEET G-004 FOR LEGEND AND ABBREVIATIONS.
S T
A .9
N 11°05'08" W
S 5° '5 7" E
C-022
C-022
S T
A .0
324+00
324+00
323+00
323+00
322+00
322+00
321+00
321+00
V :3
H
V :3
H
V :3
H
V :3
H
STA. 12+00.00
ROCK CHUTE
BBR
STA. 13+39.95
PHASE 1 POE
BBR ROCK CHUTE
STA. 17+20.00
PHASE 2 POE
BBR ROCK CHUTE
STA. 0+00.00 =
CHUTE POB
C/L BBR ROCK
STA. 0+00.00 =
CHUTE POB
C/L BBR ROCK
V :3
H
V :3
H
V :3
H
V :3
H
TIE INTO EXISTING GROUND
BEGIN 1:7 SLOPE INTO EXISTING GROUND
E 3320987.00 N 773339.30
E 3321492.63 N 771906.67
STA. 319+67.46
DIVERSION CHANNEL
C/L COMITE RIVER
E 3321492.63 N 771906.67
STA. 319+67.46
DIVERSION CHANNEL
C/L COMITE RIVER
PI STA. 318+19.51
E 3321622.28 N 771933.47
PI STA. 318+19.51
E 3321622.28 N 771933.47
320+00
320+00
FOR PLAN & PROFILE)
(SEE SHEET C-014 THRU C-016
C/L COMITE RIVER DIVERSION CHANNEL
PLAN & PROFILE)
(SEE SHEET C-014 to C-019 FOR
C/L COMITE RIVER DIVERSION CHANNEL
C/L BBR ROCK CHUTE
C/L BBR ROCK CHUTE
P C S
T A .9
E
.8
N
.2
P C S
T A .9
E
.8
N
.2
319+00
319+00
318+00
318+00
317+00
317+00
316+00
316+00
S
'0
.1
W S
'0
.1
W S
°3
'1
.8
W S
°3
'1
.8
W
NOTES:
1. SEE SHEETS C-010 THRU C-013 FOR SECTIONS. GUIDE LEVEE
GUIDE LEVEE
GUIDE LEVEE
GUIDE LEVEE
GUIDE LEVEE
DISPOSAL AREA
DISPOSAL AREA
DISPOSAL AREA
DISPOSAL AREA
GUIDE LEVEE
CARNEY ROAD
C/L PROJECTED & ADOPTED
CARNEY ROAD
C/L PROJECTED & ADOPTED
N 11°05'08" W
V :3
H
V :3
H
V :3
H
V :3
H
S
'0
.1
W S
'0
.1
W
V :3
H
V :3
H
V :3
H
V :3
H 1 V :3
H
V :3
H
V :2
H
V :2
H
1V :2
H
N °0
'0
W
N °0
'0
W
BATON ROUGE
EXISTING BAYOU
BATON ROUGE
EXISTING BAYOU
AREA (TYP.)
PROPOSED FILL
E
.6
N
2.
P T S
TA
. 1
5+ .1
S
TA
. 1
5+ .0
S
TA
. 1
7+ .0
S
TA
. 1
7+ .0
AREA (TYP.)
PROPOSED FILL
AREA (TYP.)
PROPOSED FILL
AREA (TYP.)
PROPOSED FILL
AREA (TYP.)
PROPOSED FILL
AREA (TYP.)
PROPOSED FILL
AREA (TYP.)
PROPOSED FILL
C/L BBR TEMPORARY BYPASS
(SOUTH DITCH)
C/L BBR RC
AREA (TYP.)
PROPOSED FILL
AREA (TYP.)
PROPOSED FILL
AREA (TYP.)
PROPOSED FILL
S
TA
. 1
6+ .0
1V :2
H
P T S
TA
. 1
5+ .1
S T
A .0
P H
A S
E P
H A
S E P
L A
N
B A
Y O
U B
A T
O N R
O U
G E R
O C
K C
H U
T E
E 3321004.74 N 772563.89
STA. 0+00.00
(SOUTH DITCH)
BBR RC
E 3321323.25 N 772341.08
STA. 3+89.00
(SOUTH DITCH)
BBR RC
E 3321041.59 N 773407.87
STA. 0+57.00
(NORTH DITCH)
BBR RC
E 3321077.87 N 773294.66
STA. 1+77.00
(NORTH DITCH)
BBR RC
S T
A .0
S T
A .0
70 7
0 70
70 7
0 70
E
.6
N
2.
N
N
S
TA
. 1
6+ .0
E = 3321235.65 N = 773218.31 R = 600.00' L = 544.26' T = 284.72' D = 9°32'58"
∆ = 52°57'46" LT.
PI STA. 13+14.72
CURVE 2
E = 3321235.65 N = 773218.31 R = 600.00' L = 544.26' T = 284.72' D = 9°32'58"
∆ = 52°57'46" LT.
PI STA. 13+14.72
CURVE 2
S T A . 1
5+ .0
S
TA
. 1
5+ .0
1 SCALE: 1" = 100'
1 SCALE: 1" = 100'
3:1 SLOPE AT STA. 00+00 TO 14+00
2:1 SLOPE AT STA. 14+50 TO 17+20
BAYOU BATON ROUGE ROCK CHUTE PLAN (PHASE 1)
BAYOU BATON ROUGE ROCK CHUTE PLAN (PHASE 4)
3:1 SLOPE AT STA. 00+00 TO 13+39.95
PHASE 1 PHASE 4
EXISTING GROUND SURFACE
BBR RC 1% ACE WSEL
TOP OF CHANNEL
ELEVATION.
R-90 TRANSITION
H
C -0
-R o c k C h u te .d g n
C-007
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
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
E a s t
B a to n R o u g e P a ri s h L o u is ia n a
New Orleans District of Engineers
US Army Corps
C o m it e R iv e r
D iv e rs io n P ro je c t
H -4 -4 -8
M
IS
S
IS
S
IP
P I
R
IV
E R D
IV
IS
IO
N
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
A M P
A R
A C L
O V
IN
G
A N
S I
D
B a y o u B a to n R o u g e R o c k C h u te
P L
O T D
A T
E
M
H R
Z
IC
C o m it e R iv e r
B a s in
F lo o d C o n tr o l, A m it e R iv e r a n d T ri b u ta ri e s L o u is ia n a
A U
G U
S T
W P -2
-B -0
W X
X X
X X -X
X -X -X
X X
X H
N T
B C
O R
P
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E N
T
TO TOP OF BANK.
4. R-90 SLOPE PROTECTION TO BE PLACED ABOVE R-90 TRANSITION ELEVATION
COMITE RIVER DIVERSION CHANNEL.
PHASE 3. PHASE 4 SEGMENT TO BE CONSTRUCTED UPON COMPLETION OF
3. EXCAVATION STARTED IN PHASE 1 WILL BE CONTINUED INTO PHASE 2 AND
1. SEE SHEETS C-010 THRU C-013 FOR TYPICAL SECTIONS.
STA. 16+20.00
STA. 15+90.00
STA. 16+50.00
STA. 17+00.00
STA. 17+20.00
MIN. FILL ELEVATION
MIN. FILL ELEVATION
EL. 61.00
EL. 60.80
EL. 61.00
EL. 60.70
EL. 60.83
EL. 58.20
STA. 14+00.00
STA. 0+10.00
EL. 36.99
1.20%
-0.60%
EL. 43.00
STA. 2+00.00
EL. 47.80
STA. 6+00.00
EL. 55.60
STA. 12+00.00
0.00%
.0 2%
0.67%
0.00%
1.00%
6.
0.00% 1.22%
EL. 36.99 35
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
17+20
BBR RC BOTTOM
1.30%
1.40%
1.30%
1.43%
.2
1.30%
STA. 0+70.00
STA. 5+00.00
STA. 13+00.00 STA. 15+00.00
STA. 15+70.00
STA. 13+39.95 EL. 75.00
EL. 80.00
TO EXISTING GROUND SURFACE
PHASE 1 EXCAVATION TRANSITION
STA. 2+00.00 STA. 5+00.00
STA. 6+00.00
EL. 67.32
STA. 13+00.00
EL. 75.00
STA. 14+20.00
EL. 43.00
EL. 46.60
EL. 56.90 EL. 59.60
EL. 60.60
STA. 3+85.03
EL. 75.59
EL. 57.00 EL. 57.00
EL. 58.22
REALIGNMENT
C/L P&A CARNEY ROAD
P H
A S
E P
H A
S E P
R O
F
IL
E
B A
Y O
U B
A T
O N R
O U
G E R
O C
K C
H U
T E
2 SCALE: 1" = 100' H : 1" = 10' V
BAYOU BATON ROUGE ROCK CHUTE PHASE 1 & PHASE 4 PROFILE
A .0
S T
A
S T
A
S T
A
S T
A .0
08 XX
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
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
E a s t
B a to n R o u g e P a ri s h L o u is ia n a
New Orleans District of Engineers
US Army Corps
C o m it e R iv e r
D iv e rs io n P ro je c t
H -4 -4 -8
M
IS
S
IS
S
IP
P I
R
IV
E R D
IV
IS
IO
N
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
A M P
A R
A C L
O V
IN
G
A N
S I
D
B a y o u B a to n R o u g e R o c k C h u te
P L
O T D
A T
E
M
H R
Z
IC
C o m it e R iv e r
B a s in
F lo o d C o n tr o l, A m it e R iv e r a n d T ri b u ta ri e s L o u is ia n a
A U
G U
S T
W P -2
-B -0
W X
X X
X X -X
X -X -X
X X
X H
N T
B C
O R
P
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E N
T
GROUTED RIPRAP (SEE NOTE)
R-650 RIPRAP (SEE NOTE)
R-1500 RIPRAP (SEE NOTE)
R-3500 RIPRAP (SEE NOTE)
HPTRM (SEE NOTE)
FILL AREA (TO DRAIN)
R-90 RIPRAP (SEE NOTE)
NOTES:
1. SEE SHEETS C-010 - C-013 AND C-022 FOR RIPRAP TYPE, LIMITS, THICKNESS, AND BEDDING INFORMATION.
STA. 321+20.00
D
C -0
I
C -0
PI STA. 318+19.51
V :3
H
GUIDE LEVEE
C -0
E 3321622.28
N 771933.47
V :3
H
C
V :3
H
V :3
H
V
H
V
H
R E
Q U
IR
E D R /W
REQUIRED R/W REQUIRED R/W
GUIDE LEVEE
DISPOSAL AREA
GUIDE LEVEE
STA. 0+00.00 =
ROCK CHUTE
C/L BBR
E 3321492.63
N 771906.67
STA. 319+67.46
DIVERSION CHANNEL
C/L COMITE RIVER
'0
W
LEGEND:
S
'0
W
1V: 3H
1V: 3H
C/L BBR ROCK CHUTE
STA. 0+00.00
BEGIN R-1500 RIPRAP
BBR ROCK CHUTE
STA. 318+20.00
BEGIN R-650
CHANNEL END R-90
COMITE RIVER DIVERSION
C/L P&A CARNEY ROAD
STA. 321+20.00
BEGIN R-90
CHANNEL END R-650
COMITE RIVER DIVERSION
H
C -0
-R o c k C h u te .d g n
S
°3
'1
W
STA. 5+00.00
BEGIN R-1500 RIPRAP
END R-650 RIPRAP
BBR ROCK CHUTE
EL. 67.00
STA. 3+89.00
BEGIN R-90 RIPRAP
BBR RC (SOUTH DITCH)
EL. 68.00
STA. 0+00.00
BEGIN R-90 RIPRAP
BBR RC (SOUTH DITCH)
E 3321004.74
N 772563.98
E 3321323.25
N 772341.08
C-010
A
STA. 2+00.00
BEGIN R-650 RIPRAP
END R-1500 RIPRAP
BBR ROCK CHUTE
323+00
FOR PLAN & PROFILE)
(SEE SHEET C-014 THRU C-016
C/L COMITE RIVER DIVERSION CHANNEL
322+00
321+00
319+00
320+00
318+00
STA. 318+20.00
317+00
C-008
P L
A N V
IE
W O
F
B A
Y O
U B
A T
O N R
O U
G E R
O C
K C
H U
T E
B
C -0
B
C -0
N 11°05'08" W
S 5° '5 7" E
M A
T C
H L
IN
E S
T A
.0
SCALE: 1" = 50'
BAYOU BATON ROUGE ROCK CHUTE PLAN
DISPOSAL AREA
C-010
A .0
S T A . 1
5+ .0
S T A .0
S
TA
. 1
5+ .0
S T A .0
S
TA
. 1
5+ .0
S
TA
. 1
6+ .0 0 S
TA
. 1
6+ .0
S
TA
. 1
6+ .0
S
TA
. 1
6+ .0
S
TA
. 1
6+ .0
S
TA
. 1
7+ .0
09 XX
H
C -0
-R o c k C h u te .d g n
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
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
E a s t
B a to n R o u g e P a ri s h L o u is ia n a
New Orleans District of Engineers
US Army Corps
C o m it e R iv e r
D iv e rs io n P ro je c t
H -4 -4 -8
M
IS
S
IS
S
IP
P I
R
IV
E R D
IV
IS
IO
N
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
A M P
A R
A C L
O V
IN
G
A N
S I
D
B a y o u B a to n R o u g e R o c k C h u te
P L
O T D
A T
E
M
H R
Z
IC
C o m it e R iv e r
B a s in
F lo o d C o n tr o l, A m it e R iv e r a n d T ri b u ta ri e s L o u is ia n a
A U
G U
S T
W P -2
-B -0
W X
X X
X X -X
X -X -X
X X
X H
N T
B C
O R
P
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E N
T
GROUTED RIPRAP (SEE NOTE)R-3500 RIPRAP (SEE NOTE)
R-1500 RIPRAP (SEE NOTE)
R-650 RIPRAP (SEE NOTE)
R-90 RIPRAP (SEE NOTE)
HPTRM (SEE NOTE)
FILL AREA (TO DRAIN)
SEE SHEETS C-010 - C-013 AND C-022 FOR RIPRAP TYPE, LIMITS, THICKNESS, AND BEDDING INFORMATION.
V :V
A R
IE
S
N
LEGEND:
1V :2
H
EL. 63.00
STA. 0+57.00
BEGIN R-90 RIPRAP
BBR RC (NORTH DITCH)
STA. 1+13.00
BEGIN GROUTED R-90 RIPRAP
END R-90 RIPRAP
BBR RC (NORTH DITCH)
STA. 1+33.00
BEGIN GROUTED R-3500 RIPRAP
END GROUTED R-90 RIPRAP
BBR RC (NORTH DITCH)
EL. 62.00
STA. 1+77.00
END GROUTED R-3500 RIPRAP
BBR RC (NORTH DITCH)
E 3321041.59
N 773407.87
E 3321077.87
N 773294.66
V :3
H
V :3
H
STA. 14+20.00
BEGIN R-3500 GROUTED RIPRAP
END R-1500 RIPRAP
BBR ROCK CHUTE
V :V
A R
IE
S
V H
1V :2
H
STA. 16+00.00
BEGIN R-3500 RIPRAP
END R-3500 GROUTED RIPRAP
BBR ROCK CHUTE
STA. 16+20.00
BEGIN R-1500 RIPRAP
END R-3500 RIPRAP
BBR ROCK CHUTE
STA. 16+60.00
BEGIN R-90 RIPRAP
END R-1500 RIPRAP
BBR ROCK CHUTE
1V :2
H
1V :2
H
1V :2
H
STA. 17+20.00
E 3320852.12
N 773404.94
REALIGNMENT POE
BBRDS ROCK CHUTE
STA. 16+80.00
BEGIN GRADING AND HPTRM
END R-90 RIPRAP
BBR ROCK CHUTE
V H
1V :2
H
1V :2
H
1V :2
H
1V :2
H
1V :2
H
C-009
P L
A N V
IE
W O
F
B A
Y O
U B
A T
O N R
O U
G E R
O C
K C
H U
T E
A
C-010
N 11°05'08'' W
C/L BBR ROCK CHUTE
BC
-0
E
C 1 J
C
F
C -011
B
C -010
G
C -012
H
C -012
N °0
'0
W
A
C -0
1 BAYOU BATON ROUGE ROCK CHUTE PLAN VIEW
SCALE: 1" = 50'
M A
T C
H L
IN
E S
T A .0
R E
Q U
IR
E D R /W
R E
Q U
IR
E D R /W
REQUIRED R/WREQUIRED R/WREQUIRED R/W
R E
Q U
IR
E D R /W
REQUIRED R/W REQUIRED R/W REQUIRED R/W
V :2
H
V :2
H
A
C
C-008
2' MIN.
NOTES:
N.T.S.
N.T.S.
N.T.S.
E L
IN
N
A V
D
415'
R3500
20'
R3500
GROUTED
R1500R650R1500R650
200' 300' 920' 180' 40'
KEY
FOR TIE-IN
R90 RIPRAP
R90
20'
R
1 1
C-010
H
C -0
-C -0
-R o c k C h u te .d g n
6" STONE NO. 1 12" R90 RIPRAP
12" R-90 RIPRAP12" R-90 RIPRAP
6" STONE NO. 1
48" R1500 RIPRAP
9" STONE NO. 2
36" R650 RIPRAP
12" R-90 RIPRAP
6" STONE NO. 1
12" R-90 RIPRAP
6" STONE NO. 1
C-009
C-008
SEPARATOR GEOTEXTILE
SEPARATOR GEOTEXTILE
SECTION B-B (R-1500 RIPRAP)
SECTION C-C (R-650 AT CARNEY ROAD BRIDGE)
EXISTING GROUND EL. 75.0'±
6" STONE NO. 1
C H
U T
E S
E C
T
IO
N S O
F
B A
Y O
U B
A T
O N R
O U
G E R
O C
K
SECTION A-A (BAYOU BATON ROUGE ROCK CHUTE PROFILE)
B
C-009
C-008
STA. 0+00 STA. 2+00 STA. 5+00 STA. 14+20 STA. 16+00 STA. 16+80
STA. 16+60STA. 16+20
40.0'
CHUTE
C/L BBR ROCK
CHUTE
C/L BBR ROCK
EXISTING GROUND
DIVERSION CHANNEL
C/L COMITE RIVER
10.0' - 40.0'
VARIES
EL. 36.99
BRIDGE PILE
CARNEY ROAD REALIGNMENT
BRIDGE PILE
CARNEY ROAD REALIGNMENT
SEE NOTE 4
VARIES
VARIES
1% ACE WSEL
1% ACE WSEL
TO STA. 17+20
TRANSITIONS FROM 1V:3H TO 1V:2H FROM STA. 14+00 TO 14+50 AND IS 1V:2H FROM STA. 14+50
6. SIDE SLOPE OF BAYOU BATON ROUGE ROCK CHUTE IS 1V:3H FROM STA. 0+00 TO STA. 14+00,
5. 12" RIPRAP, 6" STONE NO. 1 AND ENGINEERING FABRIC TO BE PLACED 2' ABOVE 1% ACE WSEL
4. SEE SHEET C-007 FOR SLOPE
3. SEE SHEET C-007 FOR INVERT ELEVATIONS AND BBRRC 1% ACE WSEL
2. SEE SHEET C-022 FOR GENERAL RIPRAP BEDDING AND THICKNESS INFORMATION.
1. SEE SHEETS C-008 AND C-009 FOR GROUTED RIPRAP AND RIPRAP STATIONING AND LIMITS.
2' MIN.
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
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
E a s t
B a to n R o u g e P a ri s h L o u is ia n a
New Orleans District of Engineers
US Army Corps
C o m it e R iv e r
D iv e rs io n P ro je c t
H -4 -4 -8
M
IS
S
IS
S
IP
P I
R
IV
E R D
IV
IS
IO
N
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
A M P
A R
A C L
O V
IN
G
A N
S I
D
B a y o u B a to n R o u g e R o c k C h u te
P L
O T D
A T
E
M
H R
Z
IC
C o m it e R iv e r
B a s in
F lo o d C o n tr o l, A m it e R iv e r a n d T ri b u ta ri e s L o u is ia n a
A U
G U
S T
W P -2
-B -0
W X
X X
X X -X
X -X -X
X X
X H
N T
B C
O R
P
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E N
EXISTING GROUND EL. 75.0'±
F
C-009
N.T.S.
E L
IN
N
A V
D
E
C-009
2' MIN.
N.T.S.
C-011
H
C -0
-C -0
-R o c k C h u te .d g n
12" R90 RIPRAP6" STONE NO. 1
12" R-90 RIPRAP
6" STONE NO. 1
12" R-90 RIPRAP
6" STONE NO. 1
N.T.S.
SEPARATOR GEOTEXTILE
1 1
2' MIN.
9" STONE NO. 2
36" R650 RIPRAP
12" R-90 RIPRAP
6" STONE NO. 1
12" R-90 RIPRAP
6" STONE NO. 1
SEPARATOR GEOTEXTILE
2' MIN.
12" R90 RIPRAP6" STONE NO. 1
12" R-90 RIPRAP
6" STONE NO. 1
12" R-90 RIPRAP
6" STONE NO. 1
SEPARATOR GEOTEXTILE
SECTION D-D (R-650 RIPRAP)
EXISTING GROUND EL. 75.0'±
EXISTING GROUND EL. 75.0'±
EXISTING GROUND EL. 75.0'±
C H
U T
E S
E C
T
IO
N S O
F
B A
Y O
U B
A T
O N R
O U
G E R
O C
K
SECTION E-E (GROUTED R-3500 RIPRAP)
SECTION F-F (R-3500 RIPRAP)
RIPRAP
63" R3500
R3500 RIPRAP
63" GROUTED
10.0'
CHUTE
C/L BBR ROCK
CHUTE
C/L BBR ROCK
CHUTE
C/L BBR ROCK
20' - 40'
VARIES
10' - 20'
VARIES
NOTES:
1. 12" RIPRAP, 6" STONE NO. 1 AND ENGINEERING FABRIC TO BE PLACED 2' ABOVE 1% ACE WSEL
D
C-008
1% ACE WSEL
1% ACE WSEL
1% ACE WSEL
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
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
E a s t
B a to n R o u g e P a ri s h L o u is ia n a
New Orleans District of Engineers
US Army Corps
C o m it e R iv e r
D iv e rs io n P ro je c t
H -4 -4 -8
M
IS
S
IS
S
IP
P I
R
IV
E R D
IV
IS
IO
N
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
A M P
A R
A C L
O V
IN
G
A N
S I
D
B a y o u B a to n R o u g e R o c k C h u te
P L
O T D
A T
E
M
H R
Z
IC
C o m it e R iv e r
B a s in
F lo o d C o n tr o l, A m it e R iv e r a n d T ri b u ta ri e s L o u is ia n a
A U
G U
S T
W P -2
-B -0
W X
X X
X X -X
X -X -X
X X
X H
N T
B C
O R
P
R E
A D
Y F
O R A
D V
E R
T
IS
E M
E
C-009 N.T.S.
G
C-009
1 1
N.T.S.
2' MIN.
C-012
18" R90 RIPRAP
6" STONE NO. 1
6" STONE NO. 1
12" R-90 RIPRAP
12" R-90 RIPRAP
6" STONE NO. 1
HPTRM
SEPARATOR GEOTEXTILE
2 2
2 2
SECTION G-G (R-90 RIPRAP)
SECTION H-H (HPTRM)
EXISTING GROUND EL. 75.0'±
EXISTING GROUND EL. 75.0'±
C H
U T
E S
E C
T
IO
N S O
F
B A
Y O
U B
A T
O N R
O U
G E R
O C
K
14'
14.0'
CHUTE
C/L BBR ROCK
CHUTE
C/L BBR ROCK
NOTES:
1. 12" RIPRAP, 6" STONE NO.
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