H-04-014_Construction Plan Set for Solicitation Volume 2 of 6.pdf
PDF 14 MB Posted
- Attached to
- Comite Brooks Lake Control Structure and Guide Levee Federal contract opportunity
- Solicitation number
- W912P825B0050
About this file
These engineering design drawings are for the Comite River Diversion Project's Brooks Lake Closure Structure and Guide Levee in East Baton Rouge Parish, Louisiana, prepared by the U.S. Army Corps of Engineers New Orleans District. The technical drawings detail multiple infrastructure components including a guide levee with typical cross-sections, culvert crossings, access roads, temporary earthen dams, and high-density polyethylene (HDPE) drain and culvert pipe installations. The project involves constructing a guide levee with compacted fill, riprap scour protection, geotextile fabric, and specific elevation requirements, along with associated access road surfacing using crushed stone or concrete. The drawings provide comprehensive technical specifications for constructing drainage infrastructure, including precise measurements for pipe crossings, road surfacing, embankment slopes, and protective layering techniques.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912P825B0050 Bid Abstract SIGNED.pdf | ||
| W912P825B0050 AM0003.pdf | ||
| W912825B0050 AM0002.pdf | ||
| W912P825B0050 AM0001.pdf | ||
| H-04-014_Construction Plan Set for Solicitation Volume 5 of 6.pdf | ||
| H-04-014_Construction Plan Set for Solicitation Volume 1 of 6.pdf | ||
| H-04-014_Construction Plan Set for Solicitation Volume 4 of 6.pdf | ||
| H-04-014_Construction Plan Set for Solicitation Volume 3 of 6.pdf | ||
| H-04-014_Construction Plan Set for Solicitation Volume 6 of 6.pdf | ||
| W912P825B0050 Solicitation Package.pdf |
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LIMITS OF EXCAVATION
ENTRANCE TO EXISTING ACCESS ROAD
LIMITS OF STOCKPILE NO. 2A
TRAFFIC FLOW FROM STOCKPILE
TRAFFIC FLOW TO STOCKPILE
LEGEND
© 2025 Microsoft Corporation Earthstar Geographics SIO
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32+04.44 TO 33+49.95 TRANSITION D
3+08.72 TO 32+04.44 TYPICAL SECTION 1
2+58.02 TO 3+08.72 TRANSITION C
1+47.76 TO 2+58.02 TYPICAL SECTION 2
1+12.94 TO 1+47.76 TRANSITION B
0+40.00 TO 1+12.94 TYPICAL SECTION 1
0+00.00 TO 0+40.00 TRANSITION A
TYPICAL SECTION STATION LIMITS
G1
SCALE: 1" = 10'
GUIDE LEVEE TYPICAL SECTION 2 - STATIONS 1+95.42 TO 3+38.72
C7
SCALE: 1" = 10'
GUIDE LEVEE TYPICAL SECTION 1 - STATIONS 0+40.00 TO 1+60.34 AND 3+88.72 TO 32+04.44
EL. 43.0'
10'
10'
1V:5 H
1V:10H
1V:
3H 1V:3H
1V:10H
1V:5H
1V:
3H 1V:3H
SOUTH SIDE NORTH SIDE
COMPACTED FILL
EL. 30.0'
EL. 27.0'
EL. 30.0'
EL. 27.0'
EL. 16.0'
CL
RIPRAP (R-90) 1' THICK
GEOTEXTILE FABRICEL. 12.0'
3' THICK
(650#)
RIPRAP
BACKFILL TO EL. 16.0'
INSTALL GEOTEXTILE FABRIC
DEMUCK TO EL. 12.0'
SOUTH SIDE NORTH SIDE
EL. 43.0'CL
CROWN
CROWN
5' BEYOND LEVEE TOE 5' BEYOND LEVEE TOE
LIMITS OF FERTILIZING, SEEDING AND MULCHING
COMPACTED FILL
FLOWABLE FILL
LIMITS OF FERTILIZING, SEEDING, AND MULCHING
EXTENT OF GEOTEXTILE FABRIC
EL. 16.0'
CLEARING AND GRUBBING LIMITS EXTEND TO THE LIMITS OF WORK AS SHOWN ON THE PLAN SHEETS
GEOTEXTILE SEPARATOR
LIMITS OF GEOTEXTILE SEPARATOR UNDER THE RIP RAP
EXISTING GROUND
TIE RIP RAP INTO
CL
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SCALE: NOT TO SCALE
GUIDE LEVEE CROWN SURFACING - SECTION
1V:3H
COMPACTED FILL
1V:
3H
1V:1H 1V:1H
10'
(SLOPE SURFACING MATERIAL TO DRAIN)
CRUSHED STONE OR CONCRETE
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CULVERT TRENCH EXCAVATION AND BACKFILL - DETAILS
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GUIDE LEVEE CULVERT CROSSING STATION 2+30.05 - SECTION
3' THICK
RIPRAP (650#)
SOUTH SIDE
NORTH SIDE
MATERIAL DEMUCKED IS TO BE DISPOSED IN SPOIL AREA AS SHOWN ON SHEET C-102.
DEMUCK TO ELEVATION 12', INSTALL GEOTEXTILE FABRIC, AND BACKFILL TO ELEVATION 16'
1V:10H
1V:
3H 1V:3H
1V:5H 1V:5H
1V:10H
C
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ELEVATION 32'
54" CULVERT
BACKFILL WITH EARTHEN LEVEE MATERIAL
ELEVATION VARIES
A3
SCALE: NOT TO SCALE
TRASH RACK AT CULVERT INLET - PLAN AND DETAIL
INLET
BAR FRAME
1" DIAMETER
WELDED TO BAR FRAME
1" DIAMETER SMOOTH TRASH BARS
ALUMINUM OR STAINLESS STEEL
C
RIPRAP (R-90) 1' THICK
8' 6"
8' 6"
8' 6"
C
M P
8'
1' MINIMUM
ELEVATION 27'
ELEVATION 30'
ELEVATION 43'
ELEVATION 30'
ELEVATION 27'
FLAP GATE
INV. EL. 16'
C
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54" CORRUGATED METAL PIPE
HEADWALL
3' THICK
(650#)
RIPRAP
LIMITS OF RIPRAP 25'
6" COUPLING
BAR SPACING
4" O.C. MAXIMUM
BAR FRAME
1" DIAMETER
TO END SECTION WITH 1/2" BOLTS AND NUTS
WELDED TO BAR FRAME AND FASTENED
4 UNIFORMLY SPACED ANCHOR STRIPS
BEVELED CMP END SECTION
L
CL
INV. EL. 16'
EXTENT OF FLOWABLE FILL AND GEOTEXTILE FABRIC
GEOTEXTILE FABRIC PLACED AT ELEVATION 12'
1' THICK
COMPACTED FILL
EXISTING GROUND
LIMITS OF EXCAVATION
LIMITS OF GEOTEXTILE SEPARATOR UNDER THE RIP RAP
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C-502
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ELEVATION 12'
ELEVATION 12'
10'
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FLAP GATE HEAD WALL MOUNTING - DETAIL
H2
SCALE: NOT TO SCALE
FLAP GATE - DETAIL
A2
SCALE: NOT TO SCALE
FLAP GATE - PLAN
54" CORRUGATED METAL PIPE
FLAP GATE LINKAGE
FLAP GATE ASSEMBLY
LIFTING EYE
(4 PLACES)
STAINLESS STEEL
J-TYPE BOLT
LINKAGE
FLAP GATE
SEE SHEET C-505.
SPECIAL DETAIL NO. HW90CMP FOR HEADWALL DESIGN AND REBAR SIZING.
4. USE THE LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT
HEADWALL DESIGN AND REBAR SIZING.
SETBACK ANGLE. SEE SHEET C-505 LA DOTD STANDARD DRAWING FOR
THE FLAP GATE SHALL CONFORM TO THE MANUFACTURER'S RECOMMENDED 3.
MANUFACTURER.
MATERIALS CONFIGURATION SHOULD BE VERIFIED WITH THE FLAP GATE
COVER, STAINLESS STEEL LINKS AND BOLTS AND NEOPRENE SEATS. THE
2. THE 54" FLAP GATE SHALL BE PROVIDED WITH AN ALUMINUM FRAME AND
SEATING HEAD.
1. THE FLAP GATE SHOULD BE SUITABLE FOR OPERATION ON A 50" MAXIMUM
FLAP GATE NOTES
66.25"
.7
.2
HEADWALL
HEADWALL
FLANGED FLATBACK FLAP GATE
)SUIDAR TOVIP( "57.76
54"
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PROPOSED ACCESS ROAD SURFACING - SECTION - STA 4014+00 TO 4031+44.42
1V:1H
CL
COMPACTED FILL
SEE A
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S R
OAD C
ROSS
SECTIO
NS
1V:
3H
(TYPIC
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1V:1H
J7
SCALE: NOT TO SCALE
EXISTING ACCESS ROAD SURFACING STATIONS 4000+00 TO 4014+00 - SECTION
1V:1H 1V:1H
CRUSH CONCRETE
CRUSHED STONE OR
CL
16'
SEE A
CCES
S R
OAD C
ROSS
SECTIO
NS
1V:
3H
(TYPIC
AL)
SEE ACCESS ROAD CROSS SECTIONS
1V:3H (TYPICAL)
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SEE ACCESS ROAD CROSS SECTIONS
1V:3H (TYPICAL)
MATERIAL TO DRAIN
SLOPE SURFACING
.+2% TO -2%+2% TO -2%.
+2% TO -2%. .+2% TO -2%
CRUSH CONCRETE
CRUSHED STONE OR
MATERIAL TO DRAIN
SLOPE SURFACING
CUT TO 1V:3H FILL.
SURFACING MATERIAL TO EXISTING GROUND SLOPES WILL VARY FROM 1V:3H
MATERIAL SHALL BE SLOPED TO DRAIN, UNLESS OTHERWISE NOTED. FROM
(LOOSE MATERIAL) FOR A MINIMUM WIDTH OF 16', AND THE SURFACING
SURFACED WITH 9" THICK CRUSHED STONE OR CRUSHED CONCRETE
NOTED. THE NEW ACCESS ROAD (STATIONS 4014+00 TO 4041+44) SHALL BE
SURFACING MATERIAL SHALL BE SLOPED TO DRAIN, UNLESS OTHERWISE
CONCRETE (LOOSE MATERIAL) FOR A MINIMUM WIDTH OF 16', AND THE
4014+00) SHALL BE SURFACED WITH 7" THICK CRUSHED STONE OR CRUSHED
A. ACCESS ROAD - THE EXISTING ACCESS ROAD (STATIONS 4000+00 TO
SURFACING REQUIREMENTS:2.
SIMILAR TO THE MATERIALS USED IN THE GUIDE LEVEE CONSTRUCTION.
THE MATERIALS USED IN THE ACCESS ROAD CONSTRUCTION SHALL BE 1.
AND SURFACING NOTES
ACCESS ROAD MATERIAL
B
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-0
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NOT TO SCALE
OR 2' X 2' X 1/8"STEEL PLATE 4' X 4' X 1/4"
(OPTIONAL)IN GROUND 10' MINIMUMPIPE 3" STD. DRIVE
L13
SCALE: 1/2" = 1'-0"
SILT FENCE TRENCH - DETAIL
H17
SCALE: 6" = 1'-0"
SETTLEMENT GAGE - DETAIL
APPROVAL OF THE CONTRACTING OFFICER.
ON THE EXISTING LEVEE CROWN AT THE CONTRACTOR'S OPTION WITH THE
E. THE LOCATIONS OF SETTLEMENT GAGES MAY BE MOVED HORIZONTALLY
D. RISER PIPES ARE PERMITTED ON THE SETTLEMENT GAGE LOCATIONS.
HALF THE DISTANCE BETWEEN SETTLEMENT GAGES.
INTERVALS, THE SETTLEMENT MEASUREMENT RANGE SHALL BE TO A POINT
C. WHERE SETTLEMENT GAGES ARE PLACED AT LESS THAN 100-FOOT
OF THE LEVEE SECTION.
SETTLEMENT GAGE. THE DISTANCE IS MEASURED ALONG THE CENTERLINE
SHALL BE FOR A DISTANCE OF 150 FEET IN EACH DIRECTION FROM EACH
B. THE SETTLEMENT MEASUREMENT RANGE FOR EACH SETTLEMENT GAGE
CONTRACT SPECIFICATIONS.
THE LOCATIONS SHOWN ON THE DESIGN SECTION AND INDICATED IN THE
A. THE CONTRACTOR SHALL FURNISH AND INSTALL SETTLEMENT GAGES AT
DUE TO FOUNDATION SETTLEMENT DURING CONSTRUCTION:
SHOULD THE CONTRACTOR DESIRE PAYMENT FOR PLACING ADDITIONAL FILL 1.
SETTLEMENT GAGE NOTES
L1
SCALE: 1/2" = 1'-0"
SILT FENCE- DETAIL
G1
SCALE: 1/2" - 1'-0"
SILT AND SAFETY FENCE- DETAIL
G13
SCALE: 1/2" = 1'-0"
SAFETY FENCE TRENCH - DETAIL
A1
SCALE: 1/2" = 1'-0"
CHAIN-LINK SECURITY FENCE- DETAIL
C-504
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N
10' O.C.
10' O.C.
M
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SILT FENCE FABRIC
ZINC COATED HOG WIRE MESH
M
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OR STEEL T-POST
ROUND WOODEN POST (7' LONG X 3 1/2' WIDE)
OR STEEL T-POST
ROUND WOODEN POST (7' LONG X 3 1/2" WIDE)
EXISTING GRADE
BACKFILL TRENCH TO
4"
4"
EXISTING GRADE
BACKFILL TRENCH TO
(4' X 4' X 1/4")
STEEL PLATE
(2' X 2' X 1/8")
STEEL PLATE
4'
2'
6"
(OPTIONAL)
WELDED TO PLATE
(6" WIDE X 24" LONG)
STANDARD PIPE
MINIMUM (OPTIONAL)
IN THE GROUND 10'
STANDARD PIPE DRIVEN
STEEL PLATE
10' O.C.
LINE POSTGATE LATCH POST
TRUSS ROD (3/8" DIAMETER)
TENSION WIRE OR BOTTOM RAIL
BRACE RAILTOP RAIL OR TENSION WIRE
SINGLE EXTENSION ARM (ARMS FACE OUTWARD FROM THE PROTECTED SITE AND
GALVANIZED BARBED WIRE
12 GAGE, 3 STRAND - 4 POINT
CORNER POST
GATE HINGE POST
GATE HINGES
PULL POST
LINE POSTS TO BE EQUALLY SPACED
HOG RINGS (TYPICAL)
BRACE PANEL
(WHENEVER STRAIGHT RUNS EXCEED 500')
1 1/2" MIN. - 2 1/2" MAX.
TWISTED AND BARBED)
WITH TOP AND BOTTOM EDGES
(9 GAGE WIRE WOVEN IN A 2" MESH
VINYL, ZINC OR ALUMINUM-COATED STEEL
CHAIN LINK FABRIC
10' O.C.
SILT FENCE FABRIC3
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#8 AWG SOLID COPPER
GROUNDING CLAMP
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BRACE AND RAIL)
(2' O.C. MAX. TOP
STEEL TIE WIRES
BRONZE CLAMP-TYPE FITTING
MOLDED EXOTHERMIC WELD OR APPROVED
10' O.C.
16" 10"10"
GATE LATCHTENSION BAND
TENSION BAR
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16"16"16"
BRACE RAIL
GATE OPENING SIZE
INSIDE OF HINGE POST TO INSIDE OF LATCH POST
GATE FINISH SIZE
OUTSIDE TO OUTSIDE OF GATE UPRIGHTS
L13
G13
A1
SCALE: NOT TO SCALE
C-505
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G3
SCALE: NOT TO SCALE
ACCESS ROAD TIE INTO EXISTING EMBANKMENT - SECTION
B3
SCALE: NOT TO SCALE
TEMPORARY EARTHEN DAM - SECTION
1V:3H
1V:
3H
1V:3H
COMPACTED FILL
EL. 32.9'CL
CROWN
5'
SLOPE VARIES
EXCAVATION LINE
LENGTH
VARIES
LIFT
MAXIMUM
LIFT
MINIMUM
C-506
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P O
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H1
SCALE: 3/16" = 1'
HIGH DENSITY POLYETHYLENE DRAIN PIPE CROSSING ALONG ACCESS ROAD AT STATION 4020+00 - PLAN
A1
SCALE: 3/8" = 1'
HDPE DRAIN PIPE OUTFLOW SCOUR PROTECTION BLANKET - SECTION
D1
SCALE: 3/16" = 1'
HIGH DENSITY POLYETHYLENE DRAIN PIPE CROSSING ALONG ACCESS ROAD AT STATION 4020+00 - PROFILE
A10
SCALE: 1/2" = 1'
COMPONENT LAYERS FOR HDPE DRAIN PIPE CROSSING - SECTION
C-507
A L
O N
G A
C C
E S
S R
O A
D A
T S
T A
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WEST EAST
LC
15'
CRUSHED CONCRETE)
OR
(CRUSHED STONE
ACCESS ROAD
BLANKET
SCOUR PROTECTION
RIP RAP (R-90)
BLANKET
SCOUR PROTECTION
RIP RAP (R-90)
BEDDING MATERIAL
30'
.87' EXTENT OF BEDDING MATERIAL
16'
.94' EXTENT OF COMPACTED FILL
7 - HIGH DENSITY POLYETHYLENE DRAIN PIPES 1.25' X 95'
E
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COMPACTED FILL1V
: 3H 1V : 3H
WEST EAST
ELEVATION 31'
. 15'30'
PROTECTION BLANKET
RIP RAP (R-90) SCOURRIP RAP (R-90) SCOUR PROTECTION BLANKET BEDDING MATERIAL
87'
ELEVATION 35'
95'
7 - HDPE DRAIN PIPES 1.25' X 95'
TOP OF BANK TOP OF BANK
20'
RIP RAP (R-90) SCOUR PROTECTION BLANKET
BEDDING MATERIAL
RIP RAP BLANKET
COMPACTED FILL
1.5' 1.25'HDPE DRAIN PIPE
ELEVATION 48'
.7
ACCESS ROAD
COMPACTED FILL EXTENDS TO ELEVATION 47.25'
4020+00
COMPONENT LAYERS
4020+10 IN ORDER TO SHOW LIMITS OF BASE
SHOWN FROM STATION 4020+00 TO STATION
ACCESS ROAD AND COMPACTED FILL ARE NOT
NOTE A.
4020+10
4019+90
A1
D1 D1
A10
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A2
SCALE: 1/8" = 1'
HDPE CULVERT TRENCH EXCAVATION AND BACKFILL - DETAIL
E1
SCALE: 3/16" = 1'
HIGH DENSITY POLYETHYLENE CULVERT CROSSING ALONG ACCESS ROAD AT STATION 4015+92 - PROFILE
A12
SCALE: 1/4" = 1'
COMPONENT LAYERS FOR HDPE CULVERT CROSSING - SECTION
C-508
A L
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C C
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C
C u lv e rt
.D G
N
H1
SCALE: 3/16" = 1'
HIGH DENSITY POLYETHYLENE CULVERT CROSSING ALONG ACCESS ROAD AT STATION 4015+92 - PLAN
30' 84' EXTENT OF BEDDING MATERIAL 15'
PROTECTION BLANKET
RIP RAP (R-90) SCOUR
99' EXTENT OF COMPACTED FILL
COMPACTED FILL
16'
CL
CONCRETE)
CRUSHED
OR
(CRUSHED STONE
ACCESS ROAD
COMPACTED FILL
N O
T
TO SHOW LIMITS OF BASE COMPONENT LAYERS
FROM STATION 4015+92 TO STATION 4016+19 IN ORDER
ACCESS ROAD AND COMPACTED FILL ARE NOT SHOWN
NOTE A.
3 4015+92
4015+65
4016+19
16'
ACCESS ROAD
WEST EAST
WEST EAST
.7
' ELEVATION 39.9'
1V : 3H
1V : 3H
COMPACTED FILL
5 - HDPE CULVERTS 2.5' X 100'
ELEVATION 25.2'ELEVATION 25'
30'
RIP RAP (R-90) SCOUR PROTECTION BLANKET
84'
BEDDING MATERIAL
PROTECTION BLANKET
RIP RAP (R-90) SCOUR
15'
CL
1.5'
HDPE CULVERT
COMPACTED FILL EXTENDS TO ELEVATION 39'
COMPACTED FILL
R
IP
R A
P
R -9
S C
O U
R P
R O
T E
C T
IO
N
B L
A N
K E
T
.5
E X
T E
N T
O F
B E
D D
IN
G
M A
T E
R
IA
L
21.5'
BEDDING MATERIAL
1.5'
1.5'2.5'
54'
RIP RAP (R-90) SCOUR PROTECTION BLANKET
21.5'
21.5'
LIMITS OF EXCAVATION
5 - HIGH DENSITY POLYETHYLENE CULVERTS 2.5' X 100'
LIMITS OF BEDDING MATERIAL
HDPE CULVERT
2.5'1.5' 1.5'
E1 E1
A12
A2
File details come from the government source that posted it. Updated .