18b0017.pdf
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
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CHANNEL IMPROVEMENT, BANK STABILIZATION
UPPER YAZOO PROJECTS, ITEM 7D
TALLAHATCHIE RIVER BASIN, TALLAHATCHIE RIVER
VICKSBURG DISTRICT
C O
V E
R S
H E
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T B
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TBD
W E
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-B -0
W912EE-18-B-0017
LOCATION
PROJECT
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PROJECT LOCATION
30 FT. ACCESS
JACKSON
OXFORD
G R E E
N V I L L E
M E R I
D I
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VICKSBURG
NATCHEZ
HATTIESBURG
GULFPORT PASCAGOULA
INNERSTATE
INNERSTATE
US
US
US
US
US
INNERSTATE
INNERSTATE
INNERSTATE
US
US
US
US
US
US
US
49E
49W
DE SOTO
TUNICA
TATE
MARSHALL
BENTON
TIPPAH
ALCORN
PRENTISS
TISHOMINGO
ITAWAMBALEE
PONTOTOC
UNION
LAFAYETTE
PANOLA
QUITMAN
COAHOMA
TALLAHATCHIE
YALOBUSHA
CALHOUN CHICKASAW
MONROE
CLAY
WEBSTER
LOWNDES
OKTIBBEHA
CHOCTAW
WINSTON NOXUBEE
KEMPERLEAKE
ATTALA
MONTGOMERY
GRENADA
CARROLL
LEFLORESUNFLOWER
BOLIVAR
WASHINGTON
ISSAQUENA
SHARKEY
HUMPHREYS
HOLMES
YAZOO
MADISON
WARREN
CLAIBORNE
JEFFERSON
ADAMS
FRANKLIN
HINDS
COPIAH
RANKIN
SCOTT NEWTON LAUDERDALE
CLARKEJASPERSMITH
SIMPSON
WAYNEJONESCOVINGTON
GREENE
PERRYFORREST
LAMAR
JEFFERSON
DAVIS
LAWRENCE
LINCOLN
AMITE PIKE
WATHALL
MARION
WILKINSON
PEARL RIVER STONE
GEORGE
JACKSONHARRISON
HANCOCK
NESHOBA
COLUMBUS
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SURVEY BASELINE
RIGHT OF WAY
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
LOCATED IN THE FIELD. CONTRACTOR WILL BE REQUIRED TO ESTABLISH
SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY 10.
OUTSIDE OF THE CONSTRUCTION RIGHT OF WAY.
RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS LOCATED 9.
SYSTEM.
COORDINATE SYSTEM AND NOT PART OF THE STATE PLANE COORDINATE
ELEVATIONS SHOWN ON THE PLAN SET SHALL BE TREATED AS A LOCAL
FOR CONSTRUCTION LAYOUT PURPOSES THE COORDINATES AND 8.
LOCATION WHERE THE TRANSVERSE TIEBACK BEGINS.
SECTION AND THE AZIMUTH OF THE CROSS SECTION. THIS IS ALSO THE
EXACT SPOT WHERE THE LONGITUDINAL STONE DIKE CROSSES THE CROSS
THE LOCATIONS INDICATED IN THE STONE TIEBACK TABLE REFLECT THE 7.
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 6.
VERTICAL REFERENCE SYSTEM; NAVD 88.5.
83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, NAD 4.
ZERO AZIMUTH IS FACING NORTH.3.
TIEBACKS.
NOT TO SCALE. SEE THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL
THE TIEBACK SYMBOL INDICATES THE LOCATION OF THE TIEBACK AND IS 2.
FOR DETAILS SEE SHEET C-501.1.
GENERAL NOTES
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:37:04 AM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/08 - Tallahatchie River Projects/UYP Item 7D Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/UYP-Item7D
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SCALE: 1" = 100' 100' 200'0
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UYP ITEM 7D BANK STABILIZATION SITE PLAN - STA. 0+00 TO 17+00
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RIGHT OF WAY
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LOCATED IN THE FIELD. CONTRACTOR WILL BE REQUIRED TO ESTABLISH
SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY 10.
OUTSIDE OF THE CONSTRUCTION RIGHT OF WAY.
RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS LOCATED 9.
SYSTEM.
COORDINATE SYSTEM AND NOT PART OF THE STATE PLANE COORDINATE
ELEVATIONS SHOWN ON THE PLAN SET SHALL BE TREATED AS A LOCAL
FOR CONSTRUCTION LAYOUT PURPOSES THE COORDINATES AND 8.
LOCATION WHERE THE TRANSVERSE TIEBACK BEGINS.
SECTION AND THE AZIMUTH OF THE CROSS SECTION. THIS IS ALSO THE
EXACT SPOT WHERE THE LONGITUDINAL STONE DIKE CROSSES THE CROSS
THE LOCATIONS INDICATED IN THE STONE TIEBACK TABLE REFLECT THE 7.
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 6.
VERTICAL REFERENCE SYSTEM; NAVD 88.5.
83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, NAD 4.
ZERO AZIMUTH IS FACING NORTH.3.
TIEBACKS.
NOT TO SCALE. SEE THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL
THE TIEBACK SYMBOL INDICATES THE LOCATION OF THE TIEBACK AND IS 2.
FOR DETAILS SEE SHEET C-501.1.
GENERAL NOTES
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:37:16 AM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/08 - Tallahatchie River Projects/UYP Item 7D Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/UYP-Item7D
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APPROX. EDGE OF WATER
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NATURAL REPOSE
SLOPE OF
STONE DIKE
LONGITUDINAL PEAKED
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STONE DIKE
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ST #1
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L
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SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 4.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 3.
VERTICAL REFERENCE SYSTEM; NAVD 88.2.
FOR TYPICAL DETAILS, SEE SHEET C-5011.
GENERAL NOTES
LONGITUDINAL PEAKED STONE TOE DIKE
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CROSS SECTIONS - STA. 3+48.01 TO 4+38.13
SCALE: 1" = 10' 10' 20'0
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STONE DIKE
LONGITUDINAL PEAKED
C 5 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 5 TONS/FTST #3
ST #4
STA. 5+38.50
AZ. 291°10'37.66"
STA. 6+38.87
AZ. 291°10'37.66"
L
L
EXISTING GROUND
EXISTING GROUND
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 4.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 3.
VERTICAL REFERENCE SYSTEM; NAVD 88.2.
FOR TYPICAL DETAILS, SEE SHEET C-5011.
GENERAL NOTES
LONGITUDINAL PEAKED STONE TOE DIKE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:37:26 AM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/08 - Tallahatchie River Projects/UYP Item 7D Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/UYP-Item7D
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AS ADVERTISE
A1
CROSS SECTIONS - STA. 5+38.50 TO 6+38.87
SCALE: 1" = 10' 10' 20'0
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R A
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H P .E
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T A
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A T
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N S
E C
T
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N W
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E -1
-B -0
L
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A T
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N N
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N E
D B
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D E
S C
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S U
B M
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T E
D B
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D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
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E L E
V A
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210
E L E
V A
T
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200
STONE DIKE
LONGITUDINAL PEAKED
C 5 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 5 TONS/FT
ST #5
ST #6
STA. 7+51.99
AZ. 296°9'47.06"
STA. 8+74.80
AZ. 303°19'30.16"
L
L
EXISTING GROUND
EXISTING GROUND
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 4.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 3.
VERTICAL REFERENCE SYSTEM; NAVD 88.2.
FOR TYPICAL DETAILS, SEE SHEET C-5011.
GENERAL NOTES
LONGITUDINAL PEAKED STONE TOE DIKE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:37:31 AM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/08 - Tallahatchie River Projects/UYP Item 7D Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/UYP-Item7D
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C T S
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AS ADVERTISE
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CROSS SECTIONS - STA. 7+51.99 TO 8+74.80
SCALE: 1" = 10' 10' 20'0
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H P .E
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T A
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A T
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N W
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E -1
-B -0
L
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A T
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N N
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N E
D B
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D E
S C
R
IP
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S
IZ
E
S U
B M
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T E
D B
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D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
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D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180
STONE DIKE
LONGITUDINAL PEAKED
C 5 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 5 TONS/FT
ST #7
ST #8
STA. 9+90.85
AZ. 310°29'13.26"
STA. 10+95.97
AZ. 313°14'7.39"
L
L
EXISTING GROUND
EXISTING GROUND
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 4.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 3.
VERTICAL REFERENCE SYSTEM; NAVD 88.2.
FOR TYPICAL DETAILS, SEE SHEET C-5011.
GENERAL NOTES
LONGITUDINAL PEAKED STONE TOE DIKE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:37:35 AM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/08 - Tallahatchie River Projects/UYP Item 7D Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/UYP-Item7D
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O O P
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C T S
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AS ADVERTISE
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CROSS SECTIONS - STA. 9+90.85 TO 10+95.97
SCALE: 1" = 10' 10' 20'0
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N W
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-B -0
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D B
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D A
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C O
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R A
C T N
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C H
E C
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D B
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D R
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N B
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IS
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U E D
A T
E
B
C
D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180
E L E
V A
T
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180-10
STONE DIKE
LONGITUDINAL PEAKED
C 5 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 5 TONS/FT
ST #9
ST #10
STA. 13+12.82
AZ. 325°31'47.93"
STA. 12+00.08
AZ. 315°58'50.46"
L
L
EXISTING GROUND
EXISTING GROUND
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 4.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 3.
VERTICAL REFERENCE SYSTEM; NAVD 88.2.
FOR TYPICAL DETAILS, SEE SHEET C-5011.
GENERAL NOTES
LONGITUDINAL PEAKED STONE TOE DIKE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:37:39 AM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/08 - Tallahatchie River Projects/UYP Item 7D Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/UYP-Item7D
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C T S
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CROSS SECTIONS - STA. 12+00.08 TO 13+12.82
SCALE: 1" = 10' 10' 20'0
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IS
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U E D
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B
C
D
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F
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SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
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E L E
V A
T
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N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180
STONE DIKE
LONGITUDINAL PEAKED
C 5 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 5 TONS/FT
ST #11
ST #12
STA. 14+30.02
AZ. 335°°4'45.4"
STA. 15+53.60
AZ. 344°°37'42.87"
L
L
EXISTING GROUND
EXISTING GROUND
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 4.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 3.
VERTICAL REFERENCE SYSTEM; NAVD 88.2.
FOR TYPICAL DETAILS, SEE SHEET C-5011.
GENERAL NOTES
LONGITUDINAL PEAKED STONE TOE DIKE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:37:43 AM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/08 - Tallahatchie River Projects/UYP Item 7D Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/UYP-Item7D
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C T S
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A H
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SCALE: 1" = 10' 10' 20'0
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L
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D E
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C O
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R A
C T N
O
C H
E C
K E
D B
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D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
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N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180
STONE DIKE
LONGITUDINAL PEAKED
C 5 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 5 TONS/FT
ST #13
ST #14
STA. 16+66.10
AZ. 350°°46'15.17"
STA. 17+66.11
AZ. 350°°46'15.17"
L
L
EXISTING GROUND
EXISTING GROUND
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 4.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 3.
VERTICAL REFERENCE SYSTEM; NAVD 88.2.
FOR TYPICAL DETAILS, SEE SHEET C-5011.
GENERAL NOTES
LONGITUDINAL PEAKED STONE TOE DIKE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:37:47 AM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/08 - Tallahatchie River Projects/UYP Item 7D Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/UYP-Item7D
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O O P
R O J E
C T S
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A H
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CROSS SECTIONS - STA. 16+66.10 TO 17+66.11
SCALE: 1" = 10' 10' 20'0
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H P .E
R
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E R S
T A
B L
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N W
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E -1
-B -0
L
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A T
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N N
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N E
D B
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D E
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IP
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S
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E
S U
B M
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T E
D B
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D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
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N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180
E L E
V A
T
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N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180
STONE DIKE
LONGITUDINAL PEAKED
C 5 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 5 TONS/FT
ST #15
ST #16
STA. 18+66.13
AZ. 350°°46'15.17"
STA. 19+83.88
AZ. 358°°51'2.38"
L
L
EXISTING GROUND
EXISTING GROUND
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 4.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 3.
VERTICAL REFERENCE SYSTEM; NAVD 88.2.
FOR TYPICAL DETAILS, SEE SHEET C-5011.
GENERAL NOTES
LONGITUDINAL PEAKED STONE TOE DIKE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:37:53 AM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/08 - Tallahatchie River Projects/UYP Item 7D Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/UYP-Item7D
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A Z
O O P
R O J E
C T S
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A H
A T
C H
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A S
IN
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A L L
A H
A T
C H
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C-308
AS ADVERTISE
A1
CROSS SECTIONS - STA. 18+66.13 TO 19+83.88
SCALE: 1" = 10' 10' 20'0
D
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G
A N
D E
R S
O N
G
A N
D E
R S
O N
J
R A
N D
O L P
H P .E
R
IV
E R S
T A
B L
IZ
A T
IO
N S
E C
T
IO
N W
E
E -1
-B -0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120
STONE DIKE
LONGITUDINAL PEAKED
C 5 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 5 TONS/FT
ST #17
ST #18
STA. 21+11.54
AZ. 8°°23'59.85"
STA. 22+26.83
AZ. 17°°56'57.31"
L
L
EXISTING GROUND
EXISTING GROUND
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 4.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 3.
VERTICAL REFERENCE SYSTEM; NAVD 88.2.
FOR TYPICAL DETAILS, SEE SHEET C-5011.
GENERAL NOTES
LONGITUDINAL PEAKED STONE TOE DIKE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:37:58 AM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/08 - Tallahatchie River Projects/UYP Item 7D Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/UYP-Item7D
S
A N
N E
L I
M P
R O
V E
M E
N T
B A
N K S
T A
B
IL
IZ
A T
IO
N
U P
P E
R Y
A Z
O O P
R O J E
C T S
IT
E M
D
T A
L L
A H
A T
C H
IE
R
IV
E R B
A S
IN
T
A L L
A H
A T
C H
IE
R
IV
E R
T B
D
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
V
IC
K S
B U
R G D
IS
T R
IC
T
C-309
AS ADVERTISE
A1
CROSS SECTIONS - STA. 21+11.54 TO 22+26.83
SCALE: 1" = 10' 10' 20'0
D
W A
L L
A C
E P .E
S T
A .5
T
O
.8
C R
O S
S S
E C
T
IO
N S
G
A N
D E
R S
O N
G
A N
D E
R S
O N
J
R A
N D
O L P
H P .E
R
IV
E R S
T A
B L
IZ
A T
IO
N S
E C
T
IO
N W
E
E -1
-B -0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120-10
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120-10
STONE DIKE
LONGITUDINAL PEAKED
C 5 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 5 TONS/FT
ST #20
ST #19
STA. 23+35.91
AZ. 27°°29'54.78"
STA. 24+43.44
AZ. 35°°45'29.17"
L
L
EXISTING GROUND
EXISTING GROUND
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 4.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 3.
VERTICAL REFERENCE SYSTEM; NAVD 88.2.
FOR TYPICAL DETAILS, SEE SHEET C-5011.
GENERAL NOTES
LONGITUDINAL PEAKED STONE TOE DIKE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:38:03 AM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/08 - Tallahatchie River Projects/UYP Item 7D Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/UYP-Item7D
S
A N
N E
L I
M P
R O
V E
M E
N T
B A
N K S
T A
B
IL
IZ
A T
IO
N
U P
P E
R Y
A Z
O O P
R O J E
C T S
IT
E M
D
T A
L L
A H
A T
C H
IE
R
IV
E R B
A S
IN
T
A L L
A H
A T
C H
IE
R
IV
E R
T B
D
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
V
IC
K S
B U
R G D
IS
T R
IC
T
C-310
AS ADVERTISE
A1
CROSS SECTIONS - STA. 23+35.91 TO 24+43.44
SCALE: 1" = 10' 10' 20'0
D
W A
L L
A C
E P .E
S T
A .9
T
O
.4
C R
O S
S S
E C
T
IO
N S
G
A N
D E
R S
O N
G
A N
D E
R S
O N
J
R A
N D
O L P
H P .E
R
IV
E R S
T A
B L
IZ
A T
IO
N S
E C
T
IO
N W
E
E -1
-B -0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120-10
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120-10
STONE DIKE
LONGITUDINAL PEAKED
C 5 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 5 TONS/FT
ST #22
ST #21
STA. 25+43.45
AZ. 35°°45'29.17"
STA. 26+48.20
AZ. 40°°33'45.83"
L
L
EXISTING GROUND
EXISTING GROUND
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 4.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 3.
VERTICAL REFERENCE SYSTEM; NAVD 88.2.
FOR TYPICAL DETAILS, SEE SHEET C-5011.
GENERAL NOTES
LONGITUDINAL PEAKED STONE TOE DIKE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:38:07 AM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/08 - Tallahatchie River Projects/UYP Item 7D Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/UYP-Item7D
S
A N
N E
L I
M P
R O
V E
M E
N T
B A
N K S
T A
B
IL
IZ
A T
IO
N
U P
P E
R Y
A Z
O O P
R O J E
C T S
IT
E M
D
T A
L L
A H
A T
C H
IE
R
IV
E R B
A S
IN
T
A L L
A H
A T
C H
IE
R
IV
E R
T B
D
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
V
IC
K S
B U
R G D
IS
T R
IC
T
C-311
AS ADVERTISE
A1
CROSS SECTIONS - STA. 25+43.45 TO 26+48.20
SCALE: 1" = 10' 10' 20'0
D
W A
L L
A C
E P .E
S T
A .4
T
O
.2
C R
O S
S S
E C
T
IO
N S
G
A N
D E
R S
O N
G
A N
D E
R S
O N
J
R A
N D
O L P
H P .E
R
IV
E R S
T A
B L
IZ
A T
IO
N S
E C
T
IO
N W
E
E -1
-B -0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
STONE DIKE
LONGITUDINAL PEAKED
C 5 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 5 TONS/FT
ST #24
ST #23
STA. 27+60.57
AZ. 50°°6'43.3"
STA. 28+82.76
AZ. 59°°39'40.77"
L
L
EXISTING GROUND
EXISTING GROUND
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 4.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 3.
VERTICAL REFERENCE SYSTEM; NAVD 88.2.
FOR TYPICAL DETAILS, SEE SHEET C-5011.
GENERAL NOTES
LONGITUDINAL PEAKED STONE TOE DIKE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:38:12 AM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/08 - Tallahatchie River Projects/UYP Item 7D Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/UYP-Item7D
S
A N
N E
L I
M P
R O
V E
M E
N T
B A
N K S
T A
B
IL
IZ
A T
IO
N
U P
P E
R Y
A Z
O O P
R O J E
C T S
IT
E M
D
T A
L L
A H
A T
C H
IE
R
IV
E R B
A S
IN
T
A L L
A H
A T
C H
IE
R
IV
E R
T B
D
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
V
IC
K S
B U
R G D
IS
T R
IC
T
C-312
AS ADVERTISE
A1
CROSS SECTIONS - STA. 27+60.57 TO 28+82.76
SCALE: 1" = 10' 10' 20'0
D
W A
L L
A C
E P .E
S T
A .5
T
O
.7
C R
O S
S S
E C
T
IO
N S
G
A N
D E
R S
O N
G
A N
D E
R S
O N
J
R A
N D
O L P
H P .E
R
IV
E R S
T A
B L
IZ
A T
IO
N S
E C
T
IO
N W
E
E -1
-B -0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220
STONE DIKE
LONGITUDINAL PEAKED
C 5 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 5 TONS/FT
ST #26
ST #25
STA. 29+93.60
AZ. 60°°14'44.61"
STA. 30+98.83
AZ. 60°°14'44.61"
L
L
EXISTING GROUND
EXISTING GROUND
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 4.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 3.
VERTICAL REFERENCE SYSTEM; NAVD 88.2.
FOR TYPICAL DETAILS, SEE SHEET C-5011.
GENERAL NOTES
LONGITUDINAL PEAKED STONE TOE DIKE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:38:16 AM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/08 - Tallahatchie River Projects/UYP Item 7D Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/UYP-Item7D
S
A N
N E
L I
M P
R O
V E
M E
N T
B A
N K S
T A
B
IL
IZ
A T
IO
N
U P
P E
R Y
A Z
O O P
R O J E
C T S
IT
E M
D
T A
L L
A H
A T
C H
IE
R
IV
E R B
A S
IN
T
A L L
A H
A T
C H
IE
R
IV
E R
T B
D
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
V
IC
K S
B U
R G D
IS
T R
IC
T
C-313
AS ADVERTISE
A1
CROSS SECTIONS - STA. 29+93.60 TO 30+98.83
SCALE: 1" = 10' 10' 20'0
D
W A
L L
A C
E P .E
S T
A .6
T
O
.8
C R
O S
S S
E C
T
IO
N S
G
A N
D E
R S
O N
G
A N
D E
R S
O N
J
R A
N D
O L P
H P .E
R
IV
E R S
T A
B L
IZ
A T
IO
N S
E C
T
IO
N W
E
E -1
-B -0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220
STONE DIKE
LONGITUDINAL PEAKED
C 5 TONS/FT
ST #27
STA. 31+89.40
AZ. 60°°14'44.61"
L
EXISTING GROUND
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 4.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 3.
VERTICAL REFERENCE SYSTEM; NAVD 88.2.
FOR TYPICAL DETAILS, SEE SHEET C-5011.
GENERAL NOTES
LONGITUDINAL PEAKED STONE TOE DIKE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:38:20 AM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/08 - Tallahatchie River Projects/UYP Item 7D Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/UYP-Item7D
S
A N
N E
L I
M P
R O
V E
M E
N T
B A
N K S
T A
B
IL
IZ
A T
IO
N
U P
P E
R Y
A Z
O O P
R O J E
C T S
IT
E M
D
T A
L L
A H
A T
C H
IE
R
IV
E R B
A S
IN
T
A L L
A H
A T
C H
IE
R
IV
E R
T B
D
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
V
IC
K S
B U
R G D
IS
T R
IC
T
C-314
AS ADVERTISE
A1
CROSS SECTIONS - STA. 31+89.40
SCALE: 1" = 10' 10' 20'0
D
W A
L L
A C
E P .E
S T
A .4
C R
O S
S S
E C
T
IO
N S
G
A N
D E
R S
O N
G
A N
D E
R S
O N
J
R A
N D
O L P
H P .E
R
IV
E R S
T A
B L
IZ
A T
IO
N S
E C
T
IO
N W
E
E -1
-B -0
1V:1H
CONTROL
EROSION
CONTROL
EROSION
EROSION CONTROL
13'
5'
VARIABLE
3'
15 FT.
(CROWN WIDTH VARIES)
TRANSITION OF DIKE
(CROWN WIDTH VARIES)
TRANSITION OF DIKE
15 FT.
VARIES
(CROWN WIDTH VARIES)
TRANSITION OF DIKE
(CROWN WIDTH VARIES)
TRANSITION OF DIKE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
L
NATURAL REPOSE
SLOPE OF
NO SCALE
SECTION A-A
SECTION B-B
SECTION C-C
TYPICAL SECTIONS FOR STONE TIEBACK AND TRANSVERSE STONE DIKE
EXISTING GROUND
BACKFILL
1V:1H
DIKE SECTION
EXCAVATE FOR 1V:1.5H
LOW WATER
APPROX.
STREAMBED
STONE DIKE
C LONGITUDINAL PEAKED
NATURAL REPOSE
SLOPE OF
TOP BANK
1V:1.5H
VARIES
PROFILE
A
B
C
A
B
C
GROUND
EXISTING
BACKFILL
1V:1H
DIKE SECTION
EXCAVATE FOR
REPOSE)
SLOPE OF NATURAL
(FLATTER THAN
SLOPE VARIES
DIKE
PEAKED STONE
C LONGITUDINAL
STREAMBED
A
A
TOP BANK
PROFILE
NO SCALE
NOTE:
HEIGHT OF DIKE AND/OR TIEBACK
IS AS SHOWN ON INDIVIDUAL PROFILE.
PEAKED STONE DIKE
C LONGITUDINAL
EXISTING BANK
TOP BANK
GROUND
EXISTING
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WATER
LOW
APPROX.
VARIES
NATURAL REPOSE
SLOPES OF
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NATURAL REPOSE
SLOPE OF
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SLOPE STEEPER
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SLOPE FLATTER
NATURAL GROUND
SLOPE OF
TOE OF EXISTING BANK
GROUND
EXISTING
NOTE: STONE BANK PAVING SHALL EXTEND FROM THE CONFLUENCE OF
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TYPICAL STONE BANK PAVING
NO SCALE
STRUC. AZ. LINE
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VARIABLE
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4' MIN.
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NATURAL
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GROUND
EXISTING
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NATURAL REPOSE
SLOPE OF
GROUND
EXISTING
GROUND
EXISTING
1V:1H
NO SCALE
TYPICAL STONE TIEBACK
FOR TRANSVERSE STONE DIKE
TYPICAL LONGITUDINAL PEAKED
STONE DIKE CROSS SECTION
GENERAL NOTES:
1. SLOPE OF NATURAL REPOSE OF STONE MAY VARY 1V:1.25H TO 1V:1.5H.
2. LONGITUDINAL PEAKED STONE DIKE TO BE WRAPPED UP INTO EXISTING
DITCHES AS SPECIFIED ON DRAWINGS.
B
B
C
C
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STONE TIEBACK ON EXISTING BANK SLOPE IS FLATTER THAN
SLOPE OF NATURAL REPOSE
L
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A
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PROFILE
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NOTE:
HEIGHT OF DIKE AND/OR TIEBACK
IS AS SHOWN ON INDIVIDUAL PROFILE.
TYPICAL STONE TIEBACK
FOR TRANSVERSE STONE DIKE
B
B
C
C
STONE TIEBACK ON EXISTING BANK SLOPE IS STEEPER THAN
SLOPE OF NATURAL REPOSE
STONE TIEBACK ON EXISTING BANK SLOPE IS FLATTER THAN
SLOPE OF NATURAL REPOSE
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C
GAGE INFORMATION
available.
Engineer District, Vicksburg. Gaps in the stage hydrograph indicate no reading
A more complete history of river stages is available from the U. S. Army patterns that might be inferred.
upon vagaries of nature and may differ drastically at any time from any historical that future water stages, despite any apparent historical patterns, are dependent future water stages. The successful offeror is expected to understand the fact
These hydrographs depict historical fact only, and no prediction is intended as to
Note:
1989 1990 1991 1992 1993 1994 1995 1996 1997 1998
1999 2000 2001 2002 2003 2004 2005 2006 2007 2008
2009 2010 2011 2012 2013 2014 2015 2016 2017 2018
S T
A G
E S I
N F
E E
T
N .G .V .D
S T
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N .G .V .D
S T
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N F
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T
N .G .V .D
DISTRICT: VICKSBURG
BASIN: YAZOO RIVER BASIN
GAGE NAME: TALLAHATCHIE RIVER @ LOCOPOLIS, MS
GAGE ZERO: 112.90 FT N.G.V.D. 29
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C
GAGE INFORMATION
available.
Engineer District, Vicksburg. Gaps in the stage hydrograph indicate no reading
A more complete history of river stages is available from the U. S. Army patterns that might be inferred.
upon vagaries of nature and may differ drastically at any time from any historical that future water stages, despite any apparent historical patterns, are dependent future water stages. The successful offeror is expected to understand the fact
These hydrographs depict historical fact only, and no prediction is intended as to
Note:
1989 1990 1991 1992 1993 1994 1995 1996 1997 1998
1999 2000 2001 2002 2003 2004 2005 2006 2007 2008
2009 2010 2011 2012 2013 2014 2015 2016 2017 2018
S T
A G
E S I
N F
E E
T
N .G .V .D
S T
A G
E S I
N F
E E
T
N .G .V .D
S T
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N .G .V .D
S T
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N .G .V .D
S T
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N .G .V .D
S T
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T
N .G .V .D
DISTRICT: VICKSBURG
BASIN: YAZOO RIVER BASIN
GAGE NAME: TALLAHATCHIE RIVER @ SWAN LAKE, MS
GAGE ZERO: 113.38 FT N.G.V.D. 29
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SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
COARSE AGGREGATE
50' MIN. LENGTH
AS REQ'D
WIDTH
6" MIN. DEPTH
HARD
SURFACE
PUBLI
C
ROAD
MAXIMIZE PONDING EFFICIENCY.
3. SILT SCREEN FENCE SHALL BE PLACED ALONG SLOPE CONTOURS TO
NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.
2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL
SEDIMENT WHEN NECESSARY.
1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE
NOTES:
CONTRACTING OFFICER.
THE PLANS AND SHALL BE COORDINATED WITH THE LANDOWNER AND THE
OFFICER AND LDEQ. APPROVED DISCHARGE LOCATIONS ARE NOT DEFINED ON
ACCORDING TO ALTERNATIVE BMP PRACTICES APPROVED BY THE CONTRACTING
UNAVAILABLE FOR UNWATERING, UNWATERING SHALL BE ADMINISTERED
9. IN THE EVENT THAT ADJACENT RECEIVING WATER BODIES ARE
LANDSIDE TOE OF THE LEVEE.
OF LOCATIONS WHERE CLEARING AND GRUBBING IS TO OCCUR ON THE
EROSION CONTROL BMP MEASURES TO MITIGATE THE DISTURBANCE
8. THE CONTRACTOR SHALL EMPLOY THE USE OF ADDITIONAL
PREVENTION PLAN FOR ADDITIONAL REQUIREMENTS.
PROTECTION AND SECTION 01 57 23.00 09 STORM WATER POLLUTION
AND PERMITS. REFERENCE SECTION 01 57 20.00 09 ENVIRONMENTAL
AND COMPLIANCE WITH ALL CONTRACT DOCUMENTS, REGULATIONS,
MEASURES AS REQUIRED, TO ASSURE ADEQUATE PERFORMANCE
DEVELOP A COMPLETE PLAN, INCLUDING ADDITIONAL PROTECTION
OPERATIONS, METHODS, AND CURRENT SITE CONDITIONS TO
ALL TIMES. THE CONTRACTOR SHALL CONSIDER HIS WORK
TO ESTABLISH A MINIMUM LEVEL OF PROTECTION REQUIRED AT
CONCERNS AND PERMIT REQUIREMENTS, BUT ARE PROVIDED
THE CONTRACT DRAWINGS MAY NOT FULLY ADDRESS ALL
7. THE ENVIRONMENTAL PROTECTION CONTROLS SHOWN IN
RUNOFF
F L
O W
A
SCALE: NONE
4"
A
PLAN
FLOW
1. EXCAVATE THE TRENCH.
4. BACKFILL AND COMPACT THE EXCAVATED SOIL.
POINTS A SHOULD BE HIGHER THAN POINT B
B
WIDTH
BALE
2. PLACE BALES TIGHTLY TOGETHER AND STAKE.
STRAW BALE DETAILS
STORAGE HEIGHT.
9" (MAX. RECOMMENDED)
(FILLED BY WEDGING WITH STRAW).
3. GAPS BETWEEN BALES SHALL BE CHINKED
SCALE: NONE
CONSTRUCTION OF A STRAW BALE BARRIER
SILT SCREEN FENCE IN DRAINAGE
ELEVATION
SCALE: NONE
SCALE: NONE
CONSTRUCTION ENTRANCE & EXIT DETAILS
SECTION
SILT SCREEN FENCE DETAILS
STEEL OR WOOD POST
IF WIRE MESH SUPPORT IS NOT USED.
EXTRA STRENGTH FILTER FABRIC REQUIRED
6'-0" MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE.
10'-0" MAXIMUM SPACING WITH WOVEN WIRE SUPPORT FENCE -
FLOW
FLOW
FLOW
PLAN
STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS
EXISTING SOIL STABILITY.
BE UTILIZED AT ANY POINT IN WHICH IMMEDIATE ACTION IS NEEDED TO MAINTAIN
OR BOTTOM) AS TO INHIBIT EROSION. ADDITIONAL EROSION MEASURES SHALL
THE WATER'S EDGE OF THE RECEIVING BODY BELOW THE SURFACE (5' MINIMUM
DISCHARGE SHALL EXTEND AT A MINIMUM OF 20-FEET PERPENDICULAR FROM
PUMP WATER FROM THE SURFACE OF THE BORROW AREA, AND POINTS OF
NECESSARY TO APPROVED DISCHARGE LOCATIONS. INLET LINES SHALL ONLY
USED TO PUMP ALL EXCESS WATER FROM THE BORROW AREA AS DEEMED
6. OVERBANK PUMPING IS PROHIBITED. ENCLOSED CONDUITS SHALL BE
EXISTING LEVEE CENTERLINE STATIONING.
5. THE LEVEE STATIONING SHOWN ON THE SITE PLAN REFERS TO THE
10 FOOT OFFSET INSIDE THE BORROW AREA RIGHT OF WAY AS SHOWN.
4. CONTRACTOR SHALL BEGIN EXCAVATION OPERATIONS AT A MINIMUM
(M
IN
(M
IN
AND BACKFILL WITH COMPACTED MATERIAL.
EXCAVATE, LINE WITH FILTER FABRIC AS SHOWN,
4" x 4" TRENCH
(5' MIN. LENGTH)
STEEL OR WOOD POST
MAX. ABOVE GROUND)
(SILT FENCE 16" MIN. ABOVE GROUND AND 34"
ATTACH SECURELY TO UPSTREAM SIDE OF POST.
FILTER FABRIC
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| UYP-Item7DBS_G-001 |
| UYP-Item7DBS_G-002 |
| UYP-Item7DBS_G-601 |
| UYP-Item7DBS_C-101 |
| UYP-Item7DBS_C-102 |
| UYP-Item7DBS_C-301 |
| UYP-Item7DBS_C-302 |
| UYP-Item7DBS_C-303 |
| UYP-Item7DBS_C-304 |
| UYP-Item7DBS_C-305 |
| UYP-Item7DBS_C-306 |
| UYP-Item7DBS_C-307 |
| UYP-Item7DBS_C-308 |
| UYP-Item7DBS_C-309 |
| UYP-Item7DBS_C-310 |
| UYP-Item7DBS_C-311 |
| UYP-Item7DBS_C-312 |
| UYP-Item7DBS_C-313 |
| UYP-Item7DBS_C-314 |
| UYP-Item7DBS_C-501 |
| UYP-Item7DBS_R-101 |
| UYP-Item7DBS_X-201 |
| UYP-Item7DBS_X-202 |
| UYP-Item7DBS_X-501 |
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