B.08_Released Drawings W9126G21B0005.pdf
PDF 45 MB Posted
- Attached to
- Joe Pool Lake Slide Repair
- Solicitation number
- W9126G21B0005
About this file
This document provides details of a federal contract solicitation for slide repair work at Joe Pool Lake in Dallas, Texas. The United States Army Corps of Engineers Fort Worth District is seeking a contractor to remove slide material from upstream and downstream slopes of the Joe Pool Dam, excavate material at the toe of the slopes, and replace the embankment and foundation with lime-treated material. The work must be completed within 150 days of notice to proceed. Bids are due by June 3, 2021 and contract award is expected on July 17, 2021. The contract value is estimated between $1 million to $5 million. This solicitation is set aside for small businesses and subject to Davis-Bacon wage rates. Interested parties can find the solicitation and amendments on SAM.gov and plans and specifications through the DOD SAFE system. The point of contact for this project is the named USACE contract specialist.
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Other files
| File | Type | Posted |
|---|---|---|
| B.08 21B0005 - AM#04.pdf | ||
| B.08 21B0005 - AM#04.pdf | ||
| B.03 21B0005 - AM#03.pdf | ||
| B.08_21B0005 - AM#02.pdf | ||
| B.08 21B0005 - AM#01.pdf | ||
| B.08_Released RFP W9126G21B0005.pdf |
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Text version
Ft. Worth District
OF ENGINEERS
US ARMY CORPS
DESIGNED BY: DENNIS MICHAEL KELLEY 2014
SHEET FILE NAME
NUMBER
IDENTIFICATION
SHEET
TITLE/DESCRIPTION
INDEX OF DRAWINGS
CIVIL
G R
A N
D P
R A
IR
IE
, T
X G
R A
N D P
R A
IR
IE
T
X
GRAND PRAIRIE, TX
SLIDE #9 REPAIR
JOE POOL LAKE
J O
E P
O O
L L
A K
E S
L
ID
E
R
E P
A
IR
J O
E P
O O
L L
A K
E S
L
ID
E
R
E P
A
IR
JP-S9-G-100----.dgn
JP-S9-G-001----.dgn
C-502
C-501
CG101
CS101
CD101
C-102
C-101
C-100
G-100
G-001
GENERAL NOTES, LEGEND, & PROJECT VICINITY MAP
COVER SHEET AND INDEX OF DRAWINGS
JP-S9-C-502----.dgn
JP-S9-C-501----.dgn
JP-S9-CG101----.dgn
JP-S9-CS101----.dgn
JP-S9-CD101----.dgn
JP-S9-C-102----.dgn
JP-S9-C-101----.dgn
JP-S9-C-100----.dgn
HAUL & CREST ROAD DETAILS
EMBANKMENT DETAILS
GRADING PLAN
SITE PLAN
DEMOLITION PLAN
GENERAL PROJECT MAP II
GENERAL PROJECT MAP I
OVERALL PROJECT LOCATION MAP
DATED: MARCH 2021
W9126G-21-B0005
SOLICITATION NO.
N
LEGEND
CONTROL POINT
HAUL ROUTE
FM1382
BELT LINE ROAD/
FM1382
BELT LINE ROAD/
P
R O J E
C T V
IC
IN
IT
Y M
A P
G E
N E
R A
L N
O T
E S L E
G E
D
G-100
GRAPEVINE
DFW AIRPORT
IRVING
FIELD
LOVE
GARLAND
MESQUITE
SPRINGS
BALCH
TRINITYR
IV
E
RHILL
COCKRILL
CLIFF
OAK
HUTCHINS
LAKE
MOUNTAIN CREEK
PRAIRIE
GRAND
ARLINGTON
LAKE
JOE POOL
DUNCANVILLE
DESOTO LANCASTER
BELT LINE RD
WILMER
PROJECT LOCATION
LOCATION PLAN
NOT TO SCALE
TRINITY RIVER
35E
35E
35E
121121
157287
LOCATION
PROJECT
MEXICO
NEW
OKLAHOMA
ARK.
LA.
GULF OF MEXICO
VICINITY MAP
SCALE IN MILES
1 0 1 2
CHRISTI
CORPUS
BROWNSVILLE
SAN ANTONIO
LUBBOCK
EL PASO
FALLS
WICHITA
DALLAS
ENNIS
FT. WORTH
KAUFMAN
BEAUMONT
HOUSTON
GALVESTON
AUSTIN
SAN ANGELO
ABILENE
TEXARKANA
AMARILLO
MEXICO
T E X A S
B R
A Z O S R
SABINE R.
N E C
H E S R
T R
IN
IT
Y R
GUADALUPE R.
SAN ANTO
NIO
R.
NUECES R.
COLORADO R.
P E C
O S R
RIO
G R
A N
D E
WACO
RED R.
CONSTRUCTION.
9. ALL HAUL ROADS ARE TO REMAIN IN PLACE AT THE COMPLETION OF
CONSTRUCTION, AFTER LIME TREATMENT.
MATERIAL THAT HAS BEEN TESTED AND APPROVED FOR USE IN THE EMBANKMENT
AREA IS PROVIDED IF REQUIRED. THE BORROW AREA CONSISTS OF STOCKPILED
8. REQUIREMENT FOR ADDITIONAL FILL MATERIAL IS NOT ANTICIPATED. BORROW
WEIGHT) PRIOR TO PLACEMENT.
STOCKPILED OR USED FROM THE BORROW AREA SHALL BE LIME TREATED (8% BY
7. ALL SOIL TO BE USED IN THE CONSTRUCTION OF THE SLIDE REPAIR, WHETHER
SOIL FOR REUSE.
6. THE CONTRACTOR SHALL REMOVE AND STOCKPILE ALL EXCAVATED EMBANKMENT
ESTABLISHMENT OF TURF.
FOR ADDITIONAL REQUIREMENTS REFER TO SPECIFICATION 32 92 31 00.44
ADDITIONALLY, THE CONTRACTOR SHALL RE-ESTABLISH TURF IN HAUL ROAD AREAS.
RE-ESTABLISHING TURF IN ALL AREAS MENTIONED IN NOTE 4 ABOVE.
5. AT THE COMPLETION OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR
REUSE.
OF 6" PRIOR TO BEGINNING WORK. TURFING AND TOPSOIL SHALL BE STOCKPILED FOR
STOCKPILE/LAYDOWN AREA SHALL BE CLEARED, GRUBBED AND STRIPPED TO A DEPTH
4. ALL AREAS WITH EXISTING VEGETATION TO INCLUDE THE LIME MIXING AREA AND
USACE THROUGH THE COR.
EMBANKMENT . THE CONTRACTOR SHALL VERIFY AND COORDINATE THE LOCATION WITH
3. THE CONTRACTOR LAYDOWN/STAGING AREA SHALL BE LOCATED ON THE DOWNSTREAM
BELT LINE ROAD (FM1382) FROM THE EAST.
EMBANKMENT PAST STATION 6+00. THE CONTRACTOR SHALL ACCESS THE SITE USING
2. NO CONSTRUCTION VEHICLE ACCESS SHALL BE ALLOWED ON THE CREST OF THE
ENSURE PUBLIC SAFETY IS ENSURED THROUGHOUT THE CONSTRUCTION PERIOD.
PEDESTRIAN TRAFFIC. THE CONTRACTOR SHALL COORDINATE WITH LAKE MANAGER AND
1. THE CREST OF JOE POOL DAM IS CURRENTLY NOT OPEN TO VEHICLE OR
GENERAL NOTES:
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n N o
F O
R T W
O R
T H D
IS
T R
IC
T
F O
R T W
O R
T H T
E X
A S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
C H
IE
F
C
IV
IL
S
E C
T
IO
N
B R
A N
T E J E
N S
E N P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T
A Y
L O
R S
T G
R A
N D P
R A
IR
IE
T
E X
A S
J O
E P
O O
L L
A K
E S
L
ID
E
R
E P
A
IR
J
M C
K E
N Z
IE
P .E
M P
A R
K P .E
J E
N N
IS
P .E
M A
R C
H
W
G -2
-B
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n N o
F O
R T W
O R
T H D
IS
T R
IC
T
F O
R T W
O R
T H T
E X
A S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
C H
IE
F S
T R
U C
T U
R A
L S
E C
T
IO
N
M A
T T
H E
W P
V A
V R
A P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T
A Y
L O
R S
T G
R A
N D P
R A
IR
IE
T
E X
A S
J O
E P
O O
L L
A K
E S
L
ID
E
R
E P
A
IR
J
M C
K E
N Z
IE
P .E
M P
A R
K P .E
C-100
P R
O J E
C T L
O C
A T
IO
N M
A P
J E
N N
IS
P .E
M A
R C
H
W
G -2
-B
JOE POOL LAKE
0+
0+
5+
0+
JOE POOL LAKE
JOE POOL LAKE
0+
0+
5+
0+
JOE POOL LAKE
BORROW AREA
W. CAMP WISDOM ROAD
MANSFIELD ROAD
LAKE RIDGE PARKWAY
LYNN CREEK PARK
LAKE RIDGE PARKWAY
LYNN CREEK PARKWAY
STATE HIGHWAY 360
CAMP WISDOM ROAD
MANSFIELD ROAD
LAKE RIDGE PARKWAY
LYNN CREEK PARK
LAKE RIDGE PARKWAY
LYNN CREEK PARKWAY
STATE HIGHWAY 360
MANSFIELD ROAD
BELT LINE ROAD/FM 1382
MANSFIELD ROAD
CORPS OFFICE
JOE POOL LAKE
AREA
STOCKPILE/LIME MIXING
LAYDOWN/STAGING
E=2430182.19
N=6920771.33
SLIDE #9
0 2000'1000'
AND LEGEND.
1. REFER TO SHEET G-100 FOR NOTES
NOTES:
400'0 200'
C-101
1. REFER TO SHEET G-100 FOR NOTES.
NOTES:
M A
T C
H L
IN
E C -1
M A
T C
H L
IN
E C -1
G E
N E
R A
L P
R O J E
C T M
A P I
4+
3+
1+
2+
0+
APPROX. 2.8 ACRES
E=2434395.47
N=6921206.92
BORROW AREA
JOE POOL LAKEJOE POOL LAKE
MANSFIELD ROAD
FOR HAUL ROUTE
GATE ENTRANCE
A/C-502
ROUTE, SEE DETAIL
NEW GRAVEL HAUL
BELT LINE ROAD/1382
MANSFIELD ROAD
CORPS OFFICE
JOE POOL LAKE
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n N o
F O
R T W
O R
T H D
IS
T R
IC
T
F O
R T W
O R
T H T
E X
A S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
C H
IE
F
C
IV
IL
S
E C
T
IO
N
B R
A N
T E J E
N S
E N P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T
A Y
L O
R S
T G
R A
N D P
R A
IR
IE
T
E X
A S
J O
E P
O O
L L
A K
E S
L
ID
E
R
E P
A
IR
J
M C
K E
N Z
IE
P .E
M P
A R
K P .E
J E
N N
IS
P .E
M A
R C
H
W
G -2
-B
400'0 200'
C-102
BEGINNING OF CONSTRUCTION.
APPROVAL THROUGH THE COR PRIOR TO THE
3. THE CONTRACTOR SHALL VERIFY AND GET
THROUGH THE COR.
COORDINATE THE LAYDOWN/STAGING AREA
2. THE CONTRACTOR SHALL VERIFY AND
1. REFER TO SHEET G-100 FOR NOTES.
NOTES:
M A
T C
H L
IN
E C -1
M A
T C
H L
IN
E C -1
G E
N E
R A
L P
R O J E
C T M
A P I I
JOE POOL LAKE
APPROX - 0.66 ACRES
E=2429071.07
N=6920710.90
LAYDOWN/STAGING AREA
E=2430182.19
N=6920771.33
SLIDE #9
A/C-502
ROAD, SEE DETAIL
NEW GRAVEL HAUL
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n N o
F O
R T W
O R
T H D
IS
T R
IC
T
F O
R T W
O R
T H T
E X
A S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
C H
IE
F
C
IV
IL
S
E C
T
IO
N
B R
A N
T E J E
N S
E N P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T
A Y
L O
R S
T G
R A
N D P
R A
IR
IE
T
E X
A S
J O
E P
O O
L L
A K
E S
L
ID
E
R
E P
A
IR
J
M C
K E
N Z
IE
P .E
M P
A R
K P .E
J E
N N
IS
P .E
M A
R C
H
W
G -2
-B
530 530
535 535
545 545
N
CD101
40'0 20'
OUTSIDE OF THE MAIN WORK AREA.
REMOVE GUARDRAIL TO THE NEAREST WOODEN POST
EXISTING GUARDRAIL AS IDENTIFIED. CONTRACTOR SHALL
THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE 4.
CONTRACTOR'S EXPENSE.
CONCRETE PIECES AND DISPOSE OF OFF SITE AT THE
3. THE CONTRACTOR SHALL REMOVE ALL REMAINING
EXISTING EMBANKMENT IS NOT SUFFICIENT.
MATERIAL SHALL ONLY BE USED IF SOIL QUANTITY FROM
SOIL FOR LIME STABILIZATION AND REUSE. BORROW
2. THE CONTRACTOR SHALL REMOVE AND STOCKPILE ALL
1. REFER TO SHEET G-100 FOR NOTES.
NOTES:
D E
M O
L
IT
IO
N P
L A
ROAD
ASPHALT CREST
ROAD
ASPHALT CREST
AND WOOD POSTS
EXISTING GUARD RAIL
AND WOOD POSTS
EXISTING GUARD RAIL
CENTERLINE OF DAM
RIPRAP
TOP OF EXISTING
CENTERLINE OF DAM
SHOULDER
GUARD RAIL & CONCRETE
REMAINING EXISTING
REMOVE & DISPOSE OF
TO EXISTING GRADE
TRANSITION EXCAVATION
TO EXISTING GRADE
TRANSITION EXCAVATION
TO CENTERLINE
CREST ROAD HALFWAY
REMAINING ASPHALT
REMOVE & DISPOSE OF
SEE C-501 FOR SECTION DETAILS
FOR MAIN EMBANKMENT
SUBGRADE TO APPROX. ELEV. 543
SLIDE PLANE OR TO SUITABLE
EXCAVATE TO A MIN. 2' BELOW
DISPOSE OF ALL CONCRETE
FROM SLIDE FOR REUSE.
REMOVE & STOCKPILE SOIL
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n N o
F O
R T W
O R
T H D
IS
T R
IC
T
F O
R T W
O R
T H T
E X
A S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
C H
IE
F
C
IV
IL
S
E C
T
IO
N
B R
A N
T E J E
N S
E N P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T
A Y
L O
R S
T G
R A
N D P
R A
IR
IE
T
E X
A S
J O
E P
O O
L L
A K
E S
L
ID
E
R
E P
A
IR
J
M C
K E
N Z
IE
P .E
M P
A R
K P .E
J E
N N
IS
P .E
M A
R C
H
W
G -2
-B
G
RAVEL HAUL RO
AD
S L
ID
E E
X C
A V
A T
IO
N B
E G
IN
F
U L L D
E P
T H
S L
ID
E E
X C
A V
A T
IO
N E
N D F
U L L D
E P
T H
S T
A
S T
A
S T
A
S T
A
CS101
40'0 20'
S
IT
E P
L A
ASPHALT CREST DETAILS C-502.
3. SEE EMBANKMENT SECTION DETAILS C-501 AND
TURF, FOR ADDITIONAL REQUIREMENTS.
SECTION 32 92 31.00 44 ESTABLISHMENT OF
EARTHWORK IS COMPLETED. SEE SPECIFICATION
THE DOWNSTREAM EMBANKMENT AFTER ALL
2. THE CONTRACTOR SHALL RE-ESTABLISH TURF ON
1. REFER TO SHEET G-100 FOR NOTES.
NOTES:
ROAD
ASPHALT CREST
ROAD
ASPHALT CREST
AND WOOD POSTS
EXISTING GUARD RAIL
AND WOOD POSTS
EXISTING GUARD RAIL
CENTERLINE OF DAM
RIPRAP
TOP OF EXISTING
CENTERLINE OF DAM
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n N o
F O
R T W
O R
T H D
IS
T R
IC
T
F O
R T W
O R
T H T
E X
A S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
C H
IE
F
C
IV
IL
S
E C
T
IO
N
B R
A N
T E J E
N S
E N P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T
A Y
L O
R S
T G
R A
N D P
R A
IR
IE
T
E X
A S
J O
E P
O O
L L
A K
E S
L
ID
E
R
E P
A
IR
J
M C
K E
N Z
IE
P .E
M P
A R
K P .E
J E
N N
IS
P .E
M A
R C
H
W
G -2
-B
RE-ESTABLISH TURF
RE-ESTABLISH TURF
A/C-502
ROUTE, SEE DETAIL
NEW GRAVEL HAUL
S L
ID
E E
X C
A V
A T
IO
N B
E G
IN
F
U L L D
E P
T H
S L
ID
E E
X C
A V
A T
IO
N E
N D F
U L L D
E P
T H
S T
A
S T
A
S T
A
S T
A
530 530
535 535
545 545
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n N o
F O
R T W
O R
T H D
IS
T R
IC
T
F O
R T W
O R
T H T
E X
A S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
C H
IE
F
C
IV
IL
S
E C
T
IO
N
B R
A N
T E J E
N S
E N P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T
A Y
L O
R S
T G
R A
N D P
R A
IR
IE
T
E X
A S
J O
E P
O O
L L
A K
E S
L
ID
E
R
E P
A
IR
J
M C
K E
N Z
IE
P .E
M P
A R
K P .E
J E
N N
IS
P .E
M A
R C
H
W
G -2
-B
G
RAVEL HAUL RO
AD
N
CG101
40'0 20'
G R
A D
IN
G P
L A
N
SECTION REQUIREMENTS.
4. REFER TO C-501 FOR EMBANKMENT
CREST.
ALIGNS WITH THE EXISTING EMBANKMENT AND
ADJACENT GRADE WHERE ALL NEW WORK
3. CONTRACTOR SHALL MATCH EXISTING
SPECIFICATIONS FOR REQUIREMENTS.
TREATED PRIOR TO PLACEMENT. REFER TO
2. ALL FILL MATERIALS SHALL BE LIME
1. REFER TO SHEET G-100 FOR NOTES.
NOTES:
LIMITS
GRADING
LIMITS
GRADING
S L
ID
E E
X C
A V
A T
IO
N B
E G
IN
F
U L L D
E P
T H
S L
ID
E E
X C
A V
A T
IO
N E
N D F
U L L D
E P
T H
S T
A
S T
A
S T
A
S T
A
ROAD
ASPHALT CREST
ROAD
ASPHALT CREST
AND WOOD POSTS
EXISTING GUARD RAIL
AND WOOD POSTS
EXISTING GUARD RAIL
CENTERLINE OF DAM
RIPRAP
TOP OF EXISTING
CENTERLINE OF DAM
C-501
E M
B A
N K
M E
N T D
E T
A
IL
S
EL 564.5'
EL 564.5'
EL 543.0'
EL 543.0'
2.8
2.8
12-IN THICK TOPSOIL (EXISTING)
SEMI-COMPACTED FILL
IMPERVIOUS FILL
6-IN STABILIZED SUBGRADE (EXISTING)
2-IN THICK ASPHALT (EXISTING)
SELECT IMPERVIOUS FILL (EXISTING)
IMPERVIOUS FILL (EXISTING)
RANDOM FILL (EXISTING)
SEMI-COMPACTED FILL (EXISTING)
12-IN THICK TOPSOIL (EXISTING)
14-IN THICK TOPSOIL (PROSPOSED)
LIME-TREATED EMBANKMENT SOIL (PROSPOSED)
40-MIL GEOMEMBRANE (PROSPOSED)
14-IN THICK BASE COURSE (PROSPOSED)
TYPICAL SECTION (EXISTING)
12-IN THICK BASE COURSE (EXISTING)
CL
CL
DOWNSTREAM
DOWNSTREAM
RANDOM FILL
SELECT IMPERVIOUS FILL
6-IN THICK STABILIZED SUBGRADE (EXISTING)
12-IN THICK BASE COURSE (EXISTING)
2-IN THICK ASPHALT (EXISTING)
15'
7.5'
BELOW THE SLIDE SLIP SURFACE.
3. BENCHING SHALL BE A MINIMUM OF 2'
AND NEAR HORIZONTAL, GRADED TO DRAIN.
2. BENCH SECTIONS SHALL BE 2 TO 4' WIDE
AND SLOPED AT APPROXIMATELY 1H:10V.
1. BENCH SECTIONS SHALL BE 2 TO 4' DEEP
NOTE:
N.T.S.
SLIDE #9 - TYPICAL SECTION (EXISTING)
N.T.S.
SLIDE #9 - TYPICAL SECTION (PROPOSED)
3'
3'1H:1V
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n N o
F O
R T W
O R
T H D
IS
T R
IC
T
F O
R T W
O R
T H T
E X
A S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
C H
IE
F
C
IV
IL
S
E C
T
IO
N
B R
A N
T E J E
N S
E N P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T
A Y
L O
R S
T G
R A
N D P
R A
IR
IE
T
E X
A S
J O
E P
O O
L L
A K
E S
L
ID
E
R
E P
A
IR
J
M C
K E
N Z
IE
P .E
M P
A R
K P .E
J E
N N
IS
P .E
M A
R C
H
W
G -2
-B
C-502
H A
U L C
R E
S T R
O A
D D
E T
A
IL
S
2% SLOPE
N.T.S.
REF
A
MAXIMUM DENSITY (ASTM D 1557)
PERCENT OF LABORATORY
COMPATED TO AT LEAST 95
8" AGGREGATE BASE COURSE
(ASTM D 1557)
LABORATORY MAXIMUM DENSITY
TO AT LEAST 100 PERCENT OF
4" SURFACE COURSE COMPACTED
NON-WOVEN GEOTEXTILE
GEOGRID OR
(ASTM D 1557)
LABORATORY DENSITY
PERCENT OF MAXIMUM
COMPACTED TO AT LEAST 90
SUBGRADE SCARIFIED AND
6" FIRM AND UNYIELDING
30' ROADWAY
EXISTING EMBANKMENT
TYPICAL SECTION - HAUL ROADS
UPSTREAM/EAST
DOWNSTREAM/WEST
2% SLOPE2% SLOPE
12" RIPRAP
6" RAW SUBGRADE
SUBGRADE
6" LIME STABILIZED
COURSE, 2" THICK
HOT MIX SURFACE
BASE COURSE
12" STABILIZED AGGREGATE
SELECT FILL
12" TOPSOIL AND
1'1' 1' 1'
N.T.S.
REF
B
26'
EXISTING CROWN AND ROADWAY DETAIL
2% SLOPE2% SLOPE
12" RIPRAP
6" RAW SUBGRADE
SUBGRADE
6" LIME STABILIZED BASE COURSE
14" STABILIZED AGGREGATE
SELECT FILL
12" TOPSOIL AND
1'1' 1' 1'26'
EXISTING PROPOSED
40-MIL GEOMEMBRANE
N.T.S.
REF
C
PROPOSED CROWN AND ROADWAY DETAIL
13'
6.5'
CS101
CS101
C-102
C-101
COURSE, 2" THICK
HOT MIX SURFACE
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n N o
F O
R T W
O R
T H D
IS
T R
IC
T
F O
R T W
O R
T H T
E X
A S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
C H
IE
F
C
IV
IL
S
E C
T
IO
N
B R
A N
T E J E
N S
E N P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T
A Y
L O
R S
T G
R A
N D P
R A
IR
IE
T
E X
A S
J O
E P
O O
L L
A K
E S
L
ID
E
R
E P
A
IR
J
M C
K E
N Z
IE
P .E
M P
A R
K P .E
J E
N N
IS
P .E
M A
R C
H
W
G -2
-B
| G-100 |
| C-100 |
| C-101 |
| C-102 |
| CD101 |
| CS101 |
| CG101 |
| C-501 |
| C-502 |
File details come from the government source that posted it. Updated .