16b0009.pdf
PDF 18 MB Posted
- Solicitation number
- W912EE-16-B-0009
About this file
Drawings
View the file
Other files
| File | Type | Posted |
|---|---|---|
| B01_OfficialBidAbstract_16B9.pdf | ||
| B01_UnofficialPencilAbstract_16B9.pdf | ||
| am01.pdf | ||
| 385-1-1.pdf | ||
| Summary.pdf | ||
| specs.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
E C D
IV
IS
IO
N
R
IV
E R E
N G
IN
E E
R
IN
G S
E C
T
IO
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
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®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
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
Vicksburg District
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -X
X -C -0
X
X
B S -1
-0
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
B A
N K S
T A
B
IL
IZ
A T
IO
N
C O
L D
W A
T E
R R
IV
E R W
A T
E R
S H
E D
D E
S O
T O C
O U
N T
Y
M
IS
S
IS
S
IP
P I
Y C -1
-3
D a v id L
W a ll a c e P .E
J U
L Y
J U
L Y of Engineers US Army Corps
Vicksburg District
C O
V E
R S
H E
E T
G-001
/MR&T, YAZOO RIVER BASIN
MISSISSIPPI DELTA HEADWATERS PROJECT
DESOTO COUNTY, MISSISSIPPI
COLDWATER RIVER WATERSHED
FC
BS-12-01
BANK STABILIZATION 1
:1
D C
M
D A
V
ID
C M
O O
N E
Y
J D
R
JULY 2016
CONTRACT: W912EE-16-C-xxxx
SOLICITATION: W912EE-16-B-0009
A N
S
ID
G
C O
V .d g n
A P
P R
O V
E D B
Y
C O
L E
N
D is tr ic t E n g in e e r
A P
P R
O V
A L R
E C
O M
M E
N D
E D B
Y
C h ie f, E n g in e e ri n g C o n s tr u c ti o n D iv is io n
C h ie f, D e s ig n B ra n c h
C D
IV
IS
IO
N
R
IV
E R E
N G
IN
E E
R
IN
G S
E C
T
IO
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
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®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
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
Vicksburg District
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -X
X -C -0
X
X
B S -1
-0
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
B A
N K S
T A
B
IL
IZ
A T
IO
N
C O
L D
W A
T E
R R
IV
E R W
A T
E R
S H
E D
D E
S O
T O C
O U
N T
Y
M
IS
S
IS
S
IP
P I
Y C -1
-3
D a v id L
W a ll a c e P .E
J U
L Y
J U
L Y
NO SCALE
LOCALITY MAP
GENERAL PLAN MAP
0 200 200 400FT
SCALE: 1''= 200'
LOCATION
PROJECT
JACKSON
OXFORD
GREENVILLE
COLUMBUS
MERIDIAN
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
LOWNDESOKTIBBEHA
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
GOODMAN ROAD
WEDGEWOOD DR.
P L E
A S
A N
T H
IL
L R
O A
D
& I-78
TO OLIVE BRANCH
& I-55
TO HORN LAKE
GOODMAN ROAD
L
A
A
A
B B
S
ID
G
V
IC
.d g n
D C
M
D C
M J
D R
G-002
L O
C A
L
IT
Y M
A P
G E
N E
R A
L P
L A
N M
A P
A N
D I
N D
E X T
O D
R A
W
IN
G S
L
IM
IT
S O
F W
O R
K
RIGHT OF WAY
30' ACCESS
C D
IV
IS
IO
N
R
IV
E R E
N G
IN
E E
R
IN
G S
E C
T
IO
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
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®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
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
Vicksburg District
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -X
X -C -0
X
X
B S -1
-0
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
B A
N K S
T A
B
IL
IZ
A T
IO
N
C O
L D
W A
T E
R R
IV
E R W
A T
E R
S H
E D
D E
S O
T O C
O U
N T
Y
M
IS
S
IS
S
IP
P I
Y C -1
-3
D a v id L
W a ll a c e P .E
J U
L Y
J U
L Y
S
ID
G
M A
P .d g n
5525 SANDIDGE ROAD WEST
RUBBISH PIT
DESOTO COUNTY
EXCESS EXCAVATION
HAUL ROUTE FOR
N.T.S.
NN
D C
M
D C
M J
D R
G-003
P L E
A S
A N
T H
IL
L R
D
BS-12-01
GOODMAN RD.
R O
U T
E P
L A
N M
A P
D
IS
P O
S A
L H
A U
L
TO HORN LAKE & I-55
CHURCH ROAD E.
C R
A F
T R
D
TO OLIVE BRANCH & I-78
I-78
R O
A D
S A
N D
ID
G
F u ll S iz e
G-004
EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
FRONT SIDE
SECTION
ELEVATION
TOP
WATERMAIN
CATCHBASINCB
WATER VALVE
FIRE HYDRANT
SANITARY SEWER
EXISTING
STORM SEWER
EXISTING
OVERHEAD P0WER
EXISTING
SCALE:
SUPPLEMENTAL INFORMATION
D5
SCALE:
D5 DETAIL/SECTION
SUPPLEMENTAL INFORMATION
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON SAME
SECTION/DETAIL
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON ANOTHER
SECTION/DETAIL
A A
GENERAL CROSS-REFERENCING SYMBOLS
ABBREVIATIONS
GENERAL NOTES
* UNLESS OTHERWISE NOTED ON EACH SHEET
C-103
C-301
C-302
J D
R D
C M
D a v id C
M o o n e y
A N
S
ID
G
L E
G .d g n
A N
D C
O N
T R
O L D
A T
A
G E
N E
R A
L N
O T
E S L E
G E
N D
A B
B R
E V
IA
T
IO
N S
MANHOLE
SANITARY SEWER
(NOT FIELD LOCATED)
CONTROL POINT
IRON ROD
P.I. POINT/TBM
NEW SANITARY SEWER
RIGHTS OF WAY
LEGEND
W.E. - WATER'S EDGE
VAR. - VARIABLE
TRANS - TRANSITION
TBM - TEMPORARY BENCH MARK
STA. - STATION
SS - SANITARY SEWER
SQ. - SQUARE
SPECS - SPECIFICATIONS
SP - STATE PLANE
RTK - REAL TIME KINEMATIC
R/W - RIGHTS OF WAY
NO. - NUMBER
N.A.V.D. - NORTH AMERICAN VERTICAL DATUM
NAD - NORTH AMERICAN DATUM
LAND - LANDWARD
IR - IRON ROD
IP - IRON PIPE
INV. - INVERT
F.B. - FIELD BOOK
EXG. - EXISTING
EL. - ELEVATION
DIST. - DISTANCE
DWG. - DRAWING
CW - CROWN WIDTH
CP - CONTROL POINT
CONST. - CONSTRUCT
CONC. - CONCRETE
C/L - CENTERLINE
AZ. - AZIMUTH
APPROX. - APPROXIMATELY
ALIGN. - ALIGNMENT
14. RIGHT OF WAY IS AVAILABLE FOR SURVEY POINTS OUTSIDE OF THE ROW.
13. NO HOUSES ARE TO BE DISTURBED DURING CONST. OF ROCK CHUTE.
LIMITED.
WEDGEWOOD ROAD AT THE ROCK CHUTE WILL NOT BE REPLACED; THEREFORE, ACCESS MAY BE
12. WEDGEWOOD ROAD IS CURRENTLY WASHED OUT AND WILL NOT BE REOPENED. THE PORTION OF
AS SHOWN ON G-003.
11. ALL EXCESS EXCAVATION SHALL BE DELIVERED TO THE DESOTO COUNTY RUBBISH LANDFILL
10. FILL ALL ERODED AREAS WITHIN THE RIGHT OF WAY WITH EXCAVATED SOIL AND COMPACT IT.
9. THE SEWER LINE TO BE RELOCATED IS MARKED. SEE THE PLAN DETAILS AND SPECIFICATIONS.
FOR CONTROL POINTS.
8. THE RIGHT OF WAY IS GENERALLY 100 FEET BEHIND TOP BANK. HOWEVER, SEE THE TABLE THIS SHEET
7. SEE SPECS FOR CONSTRUCTION ORDER OF WORK AS SHOWN IN THIS PLAN SET.
AND NOT PART OF THE STATE PLANE COORDINATE SYSTEM.
SURVEY TABLES IN THIS PLAN SET SHALL BE TREATED AS A LOCALIZED COORDINATE SYSTEM
6. FOR CONSTRUCTION LAYOUT PURPOSES, THE COORDIANTES AND ELEVATIONS SHOWN IN THE
5. ALL AZIMUTHS SHOWN ARE GRID AZIMUTHS. NORTH IS 0° AZIMUTH.
4. VERTICAL DATUM USED FOR SURVEY DATA IS N.A.V.D 88.
3. HORIZONTAL DATUM USED FOR SURVEY DATA IS NAD 83 MS WEST.
DATA TABLE, ARE NOT FIELD LOCATED.
2. ALL POINTS SHOWN ON DRAWINGS, EXCEPT THOSE SHOWN IN THE TRAVESRSE
1. AERIAL PHOTOGRAPHY SHOWN IN THIS PLAN SET REFLECT USDA IMAGERY FROM 2015.
GENERAL NOTES:
E C D
IV
IS
IO
N
R
IV
E R E
N G
IN
E E
R
IN
G S
E C
T
IO
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
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®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
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
Vicksburg District
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -X
X -C -0
X
X
B S -1
-0
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
B A
N K S
T A
B
IL
IZ
A T
IO
N
C O
L D
W A
T E
R R
IV
E R W
A T
E R
S H
E D
D E
S O
T O C
O U
N T
Y
M
IS
S
IS
S
IP
P I
Y C -1
-3
D a v id L
W a ll a c e P .E
J U
L Y
J U
L Y
C D
IV
IS
IO
N
R
IV
E R E
N G
IN
E E
R
IN
G S
E C
T
IO
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
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®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
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
Vicksburg District
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -X
X -C -0
X
X
B S -1
-0
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
B A
N K S
T A
B
IL
IZ
A T
IO
N
C O
L D
W A
T E
R R
IV
E R W
A T
E R
S H
E D
D E
S O
T O C
O U
N T
Y
M
IS
S
IS
S
IP
P I
Y C -1
-3
D a v id L
W a ll a c e P .E
J U
L Y
J U
L Y
TOP EL.340.181
INV.EL.337.152
36" CMP
AZ.182°19'05"
288.04'
429.07'
AZ.192°09'08"
WARNING BOX
BURIED FIBER OPTIC
STA.10+69.65
EL.339.724
IR DBL-104
EL.350.152
TBM BS 12-01-A
STA. 7+81.66
EL.345.444
IR DBL-103
STA. 4+29.07
EL.351.034
IR DBL-102
G
O O
D M
A N R
O A
D P
A V
E D
EL.348.847
TBM 1
STA. 0+00
EL.352.653
IR DBL-101
CP9
TOP EL.339.620
INV.EL.336.671
36" CMP
TOP EL.341.257
INV.EL.337.245
CATCH BASIN
TOP EL.341.591
TOP EL.348.025
HEADWALL
CONCRETE
TOP EL.342.558
TOP EL.348.005
HEADWALL
CONCRETE
PROFILE STA.0+00
INV.EL.339.68
8'X12' BOX CULVERT
SIGN
SIGN WOODS
WOODS
Bank
WOODS
SIGN
WOODS
T o p
B a n k
B a n k
T o p
WOODS
BankTop
Bank
To p B an k
SIGN
WOODS
WOODS
WOODS
Top
Top
Bank
OLIVE BRANCH DITCH
FAILURE AREA
To p B an k
TOP EL.347.903
INV.EL.333.306
MANHOLE
SANITARY SEWER
EXISTING SANITARY SEWER LINE 352.64'
AZ.179°38'44"
TOP EL.342.270
INV.EL.331.617
MANHOLE L08
SANITARY SEWER
Bank
L
CC
340340
340340
C
Top
C B
C
A
A
C
CC
A
CC
B
B
A
CC
C
CP10
CP11 CP13
CP14
POST WL12
METAL SIGN
TOP EL.352.1
MANHOLE L12
SANITARY SEWER
A
CC
TOP EL.349.281
INV.EL.335.016
MANHOLE
SANITARY SEWER
Top
CP12
TOP EL.344.235
INV.EL.332.763
MANHOLE L09
SANITARY SEWER
370370
370370
-1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
P V I .0
E le v
.8
P V I .0
E le v
.3
S=-1.00%
S=-1.06%
20 FT. BOTTOM WIDTH
ALONG CENTERLINE
FINISHED SURFACE OF ROCK CHUTE
CENTERLINE OF ROCK CHUTE
GROUND SURFACE AT
PROJECTED THALWHEG
0+00
1+00
2+00
3+00
4+00
5+00 6+00
7+
8+00 9+00
10+00
P O
B S
T A .0
.0
P C S
T A .2
.0
P T S
T A .3
.0
P
C S
T A .4
.4
P T S
T A .6
.8
P C S
T A .7
.3
P T S
T A .1
.2
P C S
T A .1
.1
P I S
T A .6
P I S
T A .4
P I S
T A .6
FLOW
M A
T C
H L
IN
E C -1
S
T A
STATIONING SHOWN IS ALONG THE CENTERLINE OF THE NEW ROCK CHUTE
SURFACE OF THE ROCK CHUTE TO BE CONSTRUCTED.
5. CONTOURS SHOWN ARE FOR THE FINISHED
OF ROCK CHUTE.
4. NO HOUSES ARE TO BE DISTURBED DURING CONST.
INDICATE THE SLOPE OF THE EXISTING CHANNEL.
3. THE PROJECTED THALWEG IS SHOWN TO
THE ROCK CHUTE WILL NOT BE REPLACED.
2. THE PORTION OF WEDGEWOOD ROAD AT
TO THE NEW END OF THE STREET.
THE ROCK CHUTE WILL HAVE TO BE RELOCATED
1. THE CONCRETE BARRIER ON THE EAST SIDE OF
NOTE:
PROFILE
1"=10'
VERTICAL SCALE:
1"=50'
HORIZONTAL SCALE:
N
DETAIL PLAN MAP
100'0 50'
SCALE: 1 IN. = 50 FT.
J D
R D
C M
C-101
A N
S
ID
C
P
L N .d g n
D a v id C
M o o n e y
SCALE: 1 IN. = 50 FT.
5025 100 150 FT.
P L
A N P
R O
F
IL
C D
IV
IS
IO
N
R
IV
E R E
N G
IN
E E
R
IN
G S
E C
T
IO
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
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®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
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
Vicksburg District
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -X
X -C -0
X
X
B S -1
-0
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
B A
N K S
T A
B
IL
IZ
A T
IO
N
C O
L D
W A
T E
R R
IV
E R W
A T
E R
S H
E D
D E
S O
T O C
O U
N T
Y
M
IS
S
IS
S
IP
P I
Y C -1
-3
D a v id L
W a ll a c e P .E
J U
L Y
J U
L Y
AZ.186°35'02"
AZ.201°28'05.98"
313.82'
491.97'
STA.10+
69.65
EL.339.
IR DBL-104
STA.13+83.46
EL.337.594
IR DBL-105
STA.22+54.05
EL.334.331
NAIL FLY PT 110
EL.339.052
(14" TWIN GUM TREE)
RAILROAD SPIKE TBM 2
EL.334.064 STA.21+36.31
IR DBL-107 (RTK)
POST WL05
METAL SIGN
CALC.INV.EL.325.21
TOP EL.334.29
MANHOLE L05
SANITARY SEWER
CP1CP2
CP3CP4
CP5CP6
CP7CP8
POST WL06
METAL SIGN
CALC.INV.EL.327.99
TOP EL.336.35
MANHOLE L06
SANITARY SEWER
TOP EL.340.421
INV.EL.329.033
MANHOLE L07
SANITARY SEWER
Top Ba nk
SIGN
DRIVE
CONC.
BLDG.
WOODS
DRIVE
CONC.
C L W
E D
G E
W O
O D D
R
IV
E P
A V E
D
C O
N C B
A R
R
IC
A D E
WOODS
W O
O D S
A/C UNITS
FAILURE AREA
To p
Ba nk
Top Ba nk
To p B an k
LAYING ON BANK
WASHED OUT CULVERT
BRICK HOUSE
2-STORY
EXISTING SANITARY SEWER LINE
STA. 16+44.36
EL.337.534
IR DBL-106
117.7 4'
.89'
AZ.1
72°
23'2 4"
32032
TOP EL.342
.270INV.EL.331
.617MANHOLE L0
8SANITARY SEWER
AZ.179
°32'03
.44"
C
C
WOODEN FENCE
CP14
CP15 CP16
CP17 CP18 CP19
CP21
CP22 CP23
CP20
BARRICADE
CONCRETE
4' HIGH
370370
370370
11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
P V I .0
E le v
.5
P V I .0
E le v
.0
P V I .0
E le v
.0
P V I .0
E le v
.0
P V I .0
E le v
.0
S=-1.06%
TRANSITION
20 FT. BOTTOM WIDTH
TRANSITION
55 FT. BOTTOM WIDTH
TRANSITION
TO EXISTING
CHANNEL
ALONG CENTERLINE
FINISHED SURFACE OF ROCK CHUTE
PROJECTED THALWHEG
CENTERLINE OF ROCK CHUTE
GROUND SURFACE AT
12+00
13+
14+0
15+00 16+00 17+00
18+00 19+00
20+00 21+0
P T S
T A .1
.8
P C S
T A .1
.9
P T S
T A .1
.9
P I S
T A .1
.8
P I S
T A .1
.1
P I S
T A .2
.3
P O
E S
T A .2
.6
P I S
T A .4
P I S
T A .1
M A
T C
H L
IN
E C -1
(S
T A . 1
WOODEN FENCE
RELOCATE
CONSTRUCTED.
SURFACE OF THE ROCK CHUTE TO BE
5. CONTOURS SHOWN ARE FOR THE FINISHED
OF ROCK CHUTE.
4. NO HOUSES ARE TO BE DISTURBED DURING CONST.
INDICATE THE SLOPE OF THE EXISTING CHANNEL.
3. THE PROJECTED THALWEG IS SHOWN TO
THE ROCK CHUTE WILL NOT BE REPLACED.
2. THE PORTION OF WEDGEWOOD ROAD AT
TO THE NEW END OF THE STREET.
THE ROCK CHUTE WILL HAVE TO BE RELOCATED
1. THE CONCRETE BARRIER ON THE EAST SIDE OF
NOTE:
N
DETAIL PLAN MAP
PROFILE
100'0 50'
VERTICAL SCALE: 1"=10'
HORIZONTAL SCALE: 1"=50'
SCALE: 1 IN. = 50 FT.
R D
C M
C-102
A N
S
ID
C
P
L N .d g n
D a v id C
M o o n e y
P L
A N P
R O
F
IL
STATIONING SHOWN IS ALONG THE CENTERLINE OF THE NEW ROCK CHUTE
C D
IV
IS
IO
N
R
IV
E R E
N G
IN
E E
R
IN
G S
E C
T
IO
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
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®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
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
Vicksburg District
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -X
X -C -0
X
X
B S -1
-0
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
B A
N K S
T A
B
IL
IZ
A T
IO
N
C O
L D
W A
T E
R R
IV
E R W
A T
E R
S H
E D
D E
S O
T O C
O U
N T
Y
M
IS
S
IS
S
IP
P I
Y C -1
-3
D a v id L
W a ll a c e P .E
J U
L Y
J U
L Y
AZ.186°35'02"
AZ.201°28'05.98"
313.82'
491.97'
STA.10+
69.65
EL.339.
IR DBL-104
STA.13+83.46
EL.337.594
IR DBL-105
STA.22+54.05
EL.334.331
NAIL FLY PT 110
EL.339.052
(14" TWIN GUM TREE)
RAILROAD SPIKE TBM 2
EL.334.064 STA.21+36.31
IR DBL-107 (RTK)
POST WL05
METAL SIGN
CALC.INV.EL.325.21
TOP EL.334.29
MANHOLE L05
SANITARY SEWER
POST WL06
METAL SIGN
CALC.INV.EL.327.99
TOP EL.336.35
MANHOLE L06
SANITARY SEWER
TOP EL.340.421
INV.EL.329.033
MANHOLE L07
SANITARY SEWER
Top Ba nk
SIGN
DRIVE
CONC.
BLDG.
WOODS
DRIVE
CONC.
C L W
E D
G E
W O
O D D
R
IV
E P
A V E
D
C O
N C B
A R
R
IC
A D E
WOODS
W O
O D S
A/C UNITS
FAILURE AREA
To p
Ba nk
Top Ba nk
To p B an k
LAYING ON BANK
WASHED OUT CULVERT
BRICK HOUSE
2-STORY
EXISTING SANITARY SEWER LINE
STA. 16+44.36
EL.337.534
IR DBL-106
117.7 4'
.89'
AZ.1
72°
23'2 4"
32032
A
AAA
hhh
TOP EL.342
.270INV.EL.331
.617MANHOLE L0
8SANITARY SEWER
AZ.179
°32'03
.44"
BBB
C
C
WOODEN FENCE
+B
O
A
OOO
OO
BARRICADE
CONCRETE
4' HIGH
IN
V
E R
T I
N
.2
IN
V
E R
T O
U T
.1
IN
V
E R
T O
U T
.2
IN
V
E R
T I
N
.2
IN
V
E R
T O
U T
.7
IN
V
E R
T I
N
.7
IN
V
E R
T O
U T
.5
IN
V
E R
T I
N
.6
IN
V
E R
T O
U T
.0
IN
V
E R
T I
N
.0
T O
P E
L E
V .0
T O
P E
L E
V .0
T O
P E
L E
V .0
T O
P E
L E
V .5
T O
P E
L E
V .4
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
-1+000+001+002+003+004+005+006+007+008+009+00
12"SS @ 0.50%
12"SS @ 0.50%
12"SS @ 0.50%
12"SS @ 0.67%
E X
M H L
N E
W M
H L
A
N E
W M
H L
N E
W M
H L
A
E X
M H L
12+00
13+
14+0
15+00 16+00 17+00
18+00 19+00
20+00 21+0 021+1
21+1
M A
T C
H L
IN
E C -1
(S
T A . 1
MAIN REALIGNMENT
SANITARY SEWER
PROPOSED 12"
AND MANHOLE 5A
BETWEEN MANHOLE 6A
SEWER MAIN
ABANDONED 12"
VERTICAL SCALE 1"=20'
HORIZONTAL SCALE 1"=100'
INV. EL. 328.57
TOP EL.336.5
MANHOLE L06A
NEW SANITARY SEWER
INV. EL. 327.72
TOP EL.337.0
MANHOLE 06
NEW SANITARY SEWER
INV. EL. 326.21
TOP EL.336.0
MANHOLE L05A
NEW SANITARY SEWER
SEWER EASEMENT
EXISTING 30' SANITARY
SEWER EASEMENT
NEW 30' SANITARY
PROFILE
N
DETAIL PLAN MAP
100'0 50'
SCALE: 1 IN. = 50 FT.
APPENDIX 'A' OF THE SPECIFICATIONS.
7. SEWER DETAILS ARE PROVIDED IN
NEW ALIGNMENT UNTIL MANHOLE L06A.
NEW MANHOLE L05A, THEN ALONG THE
ALONG THE EXISTING ALIGNMENT UNTIL
BEGINS AT EXISTING MANHOLE L05, RUNS
6. STATIONING OF SEWER ALIGNMENT
TO BE CONSTRUCTED.
FINISHED SURFACE OF THE ROCK CHUTE
5. CONTOURS SHOWN ARE FOR THE
DURING CONSTRUCTION OF ROCK CHUTE.
4. NO HOUSES ARE TO BE DISTURBED
CHANNEL.
INDICATE THE SLOPE OF THE EXISTING
3. THE PROJECTED THALWEG IS SHOWN TO
THE ROCK CHUTE WILL NOT BE REPLACED.
2. THE PORTION OF WEDGEWOOD ROAD AT
THE STREET.
BE RELOCATED TO THE NEW END OF
SIDE OF THE ROCK CHUTE WILL HAVE TO
1. THE CONCRETE BARRIER ON THE EAST
NOTE:
R D
C M
C-103
A N
S
ID
C
P
L N .d g n
D a v id C
M o o n e y
C-102
S A
N
IT
A R
Y S
E W
E R R
E L
O C
A T
IO
N P
L A
N P
R O
F
IL
E
STATIONING SHOWN IS ALONG THE NEW SEWER ALIGNMENT
Phone: 662-298-2295
POC: William (Bill) H. Austin, Jr.
Hernando, MS 38632
365 Losher ST., STE 310
DeSoto County Regional Utility Authority
CONTACT INFORMATION:
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
0+00
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
1+00
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
2+00
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
2+53
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
3+00
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
3+20
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
3 FT R-650 RIPRAP
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
GROUND SURFACE
C OF ROCK CHUTEL
C OF ROCK CHUTEL
3 FT R-650 RIPRAP
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
GROUND SURFACE
C OF ROCK CHUTEL
3 FT R-650 RIPRAP
GROUND SURFACE
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
C OF ROCK CHUTEL
3 FT R-650 RIPRAP
GROUND SURFACE
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
C OF ROCK CHUTEL
3 FT R-650 RIPRAP
GROUND SURFACE
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
C OF ROCK CHUTEL
3 FT R-650 RIPRAP
GROUND SURFACE
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
R-650 RIPRAP
BEDDING STONE
LEGEND
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
FILL
FILL
FILL
E C D
IV
IS
IO
N
R
IV
E R E
N G
IN
E E
R
IN
G S
E C
T
IO
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
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®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
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
Vicksburg District
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -X
X -C -0
X
X
B S -1
-0
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
B A
N K S
T A
B
IL
IZ
A T
IO
N
C O
L D
W A
T E
R R
IV
E R W
A T
E R
S H
E D
D E
S O
T O C
O U
N T
Y
M
IS
S
IS
S
IP
P I
Y C -1
-3
D a v id L
W a ll a c e P .E
J U
L Y
J U
L Y
R D
C M
C-301
A N
S
ID
C
S
E C .d g n
D a v id C
M o o n e y
C R
O S
S S
E C
T
IO
S
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
4+00
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
4+29
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
5+00
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
6+00
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
6+99
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
7+00
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
C OF ROCK CHUTEL
3 FT R-650 RIPRAP
GROUND SURFACE
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
C OF ROCK CHUTEL
3 FT R-650 RIPRAP
GROUND SURFACE
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
C OF ROCK CHUTEL
3 FT R-650 RIPRAP
GROUND SURFACE
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
C OF ROCK CHUTEL
3 FT R-650 RIPRAP
GROUND SURFACE
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
C OF ROCK CHUTEL
3 FT R-650 RIPRAP
GROUND SURFACE
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
C OF ROCK CHUTEL
3 FT R-650 RIPRAP
GROUND SURFACE
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
FILL
FILL
FILL
R-650 RIPRAP
BEDDING STONE
LEGEND
FILL
E C D
IV
IS
IO
N
R
IV
E R E
N G
IN
E E
R
IN
G S
E C
T
IO
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
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®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
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
Vicksburg District
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -X
X -C -0
X
X
B S -1
-0
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
B A
N K S
T A
B
IL
IZ
A T
IO
N
C O
L D
W A
T E
R R
IV
E R W
A T
E R
S H
E D
D E
S O
T O C
O U
N T
Y
M
IS
S
IS
S
IP
P I
Y C -1
-3
D a v id L
W a ll a c e P .E
J U
L Y
J U
L Y
R D
C M
C-302
A N
S
ID
C
S
E C .d g n
D a v id C
M o o n e y
C R
O S
S S
E C
T
IO
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
7+01
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
8+00
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
9+00
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
10+00
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
10+06
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
10+63
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
C OF ROCK CHUTEL
3 FT R-650 RIPRAP
GROUND SURFACE
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
C OF ROCK CHUTEL
3 FT R-650 RIPRAP
GROUND SURFACE
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
C OF ROCK CHUTEL
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
3 FT R-650 RIPRAP
GROUND SURFACE
C OF ROCK CHUTEL
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
3 FT R-650 RIPRAP
GROUND SURFACE
C OF ROCK CHUTEL
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
3 FT R-650 RIPRAP
GROUND SURFACE
C OF ROCK CHUTE
GROUND SURFACE
3 FT R-650 RIPRAP
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
L
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
FILL FILL
FILL
FILL
R-650 RIPRAP
BEDDING STONE
LEGEND
FILL
FILL
E C D
IV
IS
IO
N
R
IV
E R E
N G
IN
E E
R
IN
G S
E C
T
IO
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
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®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
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
Vicksburg District
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -X
X -C -0
X
X
B S -1
-0
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
B A
N K S
T A
B
IL
IZ
A T
IO
N
C O
L D
W A
T E
R R
IV
E R W
A T
E R
S H
E D
D E
S O
T O C
O U
N T
Y
M
IS
S
IS
S
IP
P I
Y C -1
-3
D a v id L
W a ll a c e P .E
J U
L Y
J U
L Y
R D
C M
C-303
A N
S
ID
C
S
E C .d g n
D a v id C
M o o n e y
C R
O S
S S
E C
T
IO
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
11+00
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
12+00
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
12+56
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
13+00
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
13+78
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
14+00
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
C OF ROCK CHUTEL
3 FT R-650 RIPRAP
GROUND SURFACE
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
C OF ROCK CHUTEL
3 FT R-650 RIPRAP
GROUND SURFACE
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
C OF ROCK CHUTEL
3 FT R-650 RIPRAP
GROUND SURFACE
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
C OF ROCK CHUTE
GROUND SURFACE
3 FT R-650 RIPRAP
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
C OF ROCK CHUTE
GROUND SURFACE
3 FT R-650 RIPRAP
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
C OF ROCK CHUTE
GROUND SURFACE
3 FT R-650 RIPRAP
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
FILL
FILL
FILL
FILL
FILL
R-650 RIPRAP
BEDDING STONE
LEGEND
FILL
FILL
E C D
IV
IS
IO
N
R
IV
E R E
N G
IN
E E
R
IN
G S
E C
T
IO
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
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®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
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
Vicksburg District
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -X
X -C -0
X
X
B S -1
-0
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
B A
N K S
T A
B
IL
IZ
A T
IO
N
C O
L D
W A
T E
R R
IV
E R W
A T
E R
S H
E D
D E
S O
T O C
O U
N T
Y
M
IS
S
IS
S
IP
P I
Y C -1
-3
D a v id L
W a ll a c e P .E
J U
L Y
J U
L Y
R D
C M
C-304
A N
S
ID
C
S
E C .d g n
D a v id C
M o o n e y
C R
O S
S S
E C
T
IO
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
14+70
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
15+00
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
16+00
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
16+12
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
17+00
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
18+00
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
C OF ROCK CHUTE
GROUND SURFACE
3 FT R-650 RIPRAP
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
C OF ROCK CHUTE
GROUND SURFACE
3 FT R-650 RIPRAP
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
C OF ROCK CHUTE
GROUND SURFACE
3 FT R-650 RIPRAP
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
C OF ROCK CHUTE
GROUND SURFACE
3 FT R-650 RIPRAP
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
C OF ROCK CHUTE
GROUND SURFACE
3 FT R-650 RIPRAP
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
C OF ROCK CHUTE
GROUND SURFACE
3 FT R-650 RIPRAP
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
L L
L
L L
L
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
FILL
R-650 RIPRAP
BEDDING STONE
LEGEND
FILL
FILL
FILL
FILL
FILL
E C D
IV
IS
IO
N
R
IV
E R E
N G
IN
E E
R
IN
G S
E C
T
IO
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
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®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
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
Vicksburg District
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -X
X -C -0
X
X
B S -1
-0
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
B A
N K S
T A
B
IL
IZ
A T
IO
N
C O
L D
W A
T E
R R
IV
E R W
A T
E R
S H
E D
D E
S O
T O C
O U
N T
Y
M
IS
S
IS
S
IP
P I
Y C -1
-3
D a v id L
W a ll a c e P .E
J U
L Y
J U
L Y
R D
C M
C-305
A N
S
ID
C
S
E C .d g n
D a v id C
M o o n e y
C R
O S
S S
E C
T
IO
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
19+00
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
19+51
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
20+00
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
20+73
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
0 20 40 60 80 100-20-40-60-80-100
21+00
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
C OF ROCK CHUTE
GROUND SURFACE
3 FT R-650 RIPRAP
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
C OF ROCK CHUTE
GROUND SURFACE
3 FT R-650 RIPRAP
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
C OF ROCK CHUTE
GROUND SURFACE
3 FT R-650 RIPRAP
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
C OF ROCK CHUTE
GROUND SURFACE
3 FT R-650 RIPRAP
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
C OF ROCK CHUTE
GROUND SURFACE
3 FT R-650 RIPRAP
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
L
L
L
L
L
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
R-650 RIPRAP
BEDDING STONE
LEGEND
FILL
FILL
E C D
IV
IS
IO
N
R
IV
E R E
N G
IN
E E
R
IN
G S
E C
T
IO
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
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®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
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
Vicksburg District
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -X
X -C -0
X
X
B S -1
-0
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
B A
N K S
T A
B
IL
IZ
A T
IO
N
C O
L D
W A
T E
R R
IV
E R W
A T
E R
S H
E D
D E
S O
T O C
O U
N T
Y
M
IS
S
IS
S
IP
P I
Y C -1
-3
D a v id L
W a ll a c e P .E
J U
L Y
J U
L Y
R D
C M
C-306
A N
S
ID
C
S
E C .d g n
D a v id C
M o o n e y
C R
O S
S S
E C
T
IO
C D
IV
IS
IO
N
R
IV
E R E
N G
IN
E E
R
IN
G S
E C
T
IO
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
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®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
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
Vicksburg District
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -X
X -C -0
X
X
B S -1
-0
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
B A
N K S
T A
B
IL
IZ
A T
IO
N
C O
L D
W A
T E
R R
IV
E R W
A T
E R
S H
E D
D E
S O
T O C
O U
N T
Y
M
IS
S
IS
S
IP
P I
Y C -1
-3
D a v id L
W a ll a c e P .E
J U
L Y
J U
L Y
C OF ROCK CHUTEL
GEOTEXTILE FABRIC
9 INCH BEDDING STONE
3 FT R-650 RIPRAP
GROUND SURFACE
1V:2H
1V :2H
10ft 10ft
' 9
2ft ft
1ft
A
A
C OF ROCK CHUTE
3 FT R-650 RIPRAP
L
27.5FT27.5FT
9 INCH BEDDING STONE
GEOTEXTILE FABRIC
GROUND SURFACE
STA. 0+00.00 -- STA. 20+10.00 & STA. 21+00.00
STA. 20+30.00 -- STA. 20+80.00
FABRIC ANCHOR DETAIL
FABRIC ANCHOR
FABRIC ANCHOR
TYPICAL ROCK CHUTE DETAIL (55' WIDE)
TYPICAL ROCK CHUTE DETAIL (20' WIDE)
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
1V :2H
1V:2H
BANK
DESCENDING
RIGHT
BANK
DESCENDING
LEFT
BANK
DESCENDING
LEFT
BANK
DESCENDING
RIGHT
D A
V
ID
C M
O O
N E
Y
D C
M J
D R
C-501
T Y
P
IC
A L D
E T
A
IL
S
:5
A N
S
ID
C
T
Y P .d g n
C D
IV
IS
IO
N
R
IV
E R E
N G
IN
E E
R
IN
G S
E C
T
IO
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
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®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
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
Vicksburg District
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -X
X -C -0
X
X
B S -1
-0
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
B A
N K S
T A
B
IL
IZ
A T
IO
N
C O
L D
W A
T E
R R
IV
E R W
A T
E R
S H
E D
D E
S O
T O C
O U
N T
Y
M
IS
S
IS
S
IP
P I
Y C -1
-3
D a v id L
W a ll a c e P .E
J U
L Y
J U
L Y
AZ.182°19'05"
288.04'
429.07'
AZ.192°09'08"
WARNING BOX
BURIED FIBER OPTIC
STA.10+69.65
EL.339.724
IR DBL-104
EL.350.152
TBM BS 12-01-A
STA. 7+81.66
EL.345.444
IR DBL-103
STA. 4+29.07
EL.351.034
IR DBL-102
EL.348.847
TBM 1
STA. 0+00
EL.352.653
IR DBL-101
SIGN
SIGN WOODS
WOODS
Bank
WOODS
SIGN
WOODS
T o p
B a n k
B a n k
T o p
WOODS
BankTop
Bank
To p B an k
SIGN
WOODS
WOODS
WOODS
Top
Top
Bank
OLIVE BRANCH DITCH
EXISTING SANITARY SEWER LINE 352.64'
AZ.179°38'44"
AAA
AAA
AAA
AAA
AAA
hhh hhh
AAA
AAA
AAA
AAA
AAA
AAA
AAA
AAA
AAA
AAA
AAA
AAA
BBB
AAAAAA
AAA
AAA
BBB
AAA
AAA
AAA
AAA
AAA
AAA
AAAAAA
AAA
AAA
AAA
Bank
L
C CC
340340
C
OOO
A
BBB
OOO
BBB
BBB
SS
A
A
A
Top
A
C B
OO
A
C
BBB
A
A
A
SS
A
A
A
C
A
C CC
A
SS
SS
A
A
CCC
B
B
A
A350
C
A
C CC
C
A
A
CP14
A
SS
A
A
SS
C CC
BBB
BBB
BBB
BBB
BBB
BBBB
BBB
BBB
BBB
A
BBB
A
A
BBB
Top
370370
370370
-1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
ALONG CENTERLINE
FINISHED SURFACE OF ROCK CHUTE
CENTERLINE OF ROCK CHUTE
GROUND SURFACE AT
PROJECTED THALWHEG
0+00
1+00
2+00
3+00
4+00
5+00 6+00
7+
8+00 9+00
10+00
FLOW
M A
T C
H L
IN
E C -1
S
T A
STATIONING SHOWN IS ALONG THE CENTERLINE OF THE NEW ROCK CHUTE
PROFILE
1"=10'
VERTICAL SCALE:
1"=50'
HORIZONTAL SCALE:
N
DETAIL PLAN MAP
100'0 50'
SCALE: 1 IN. = 50 FT.
CD
CD
CD
CD
CD
CD
ADDITIONAL REQUIREMENTS.
STORM WATER POLLUTION PREVENTION PLAN FOR
ENVIRONMENTAL PROTECTION AND SECTION 01 57 23.00 09
PERMITS. REFERENCE SECTION 01 57 20.00 09
ALL CONTRACT DOCUMENTS, REGULATIONS, AND
ASSURE ADEQUATE PERFORMANCE AND COMPLIANCE WITH
ADDITIONAL PROTECTION MEASURES AS REQUIRED, TO
CONDITIONS TO DEVELOPE A COMPLETE PLAN, INCLUDING
HIS WORK OPERATIONS, METHODS, AND CURRENT SITE
AT ALL TIMES. THE CONTRACTOR SHALL CONSIDER
TO ESTABLISH A MINIMUM LEVEL OF PROTECTION REQUIRED
CONCERNS AND PERMIT REQUIREMENTS, BUT ARE PROVIDED
CONTRACT DRAWINGS MAY NOT FULLY ADDRESS ALL
2. THE ENVIRONMENTAL PROTECTION CONTROLS SHOWN IN THE
EROSION.
THE CONTRACTOR AS NEEDED TO MINMIZE OVERBANK
1. SILT FENCE AND/OR HAY WATTLES SHALL BE INSTALLED BY
EROSION CONTROL NOTES:
R D
C M
X-101
A N
S
ID
X S
T M .d g n
D a v id C
M o o n e y
SCALE: 1 IN. = 50 FT.
5025 100 150 FT.
P L
A N P
R O
F
IL
E
S T
O R
M W
A T
E R P
O L L
U T
IO
N P
R O
T E
C T
IO
C D
IV
IS
IO
N
R
IV
E R E
N G
IN
E E
R
IN
G S
E C
T
IO
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
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®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
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
Vicksburg District
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -X
X -C -0
X
X
B S -1
-0
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
B A
N K S
T A
B
IL
IZ
A T
IO
N
C O
L D
W A
T E
R R
IV
E R W
A T
E R
S H
E D
D E
S O
T O C
O U
N T
Y
M
IS
S
IS
S
IP
P I
Y C -1
-3
D a v id L
W a ll a c e P .E
J U
L Y
J U
L Y
AZ.186°35'02"
AZ.201°28'05.98"
313.82'
491.97'
STA.10+
69.65
EL.339.
IR DBL-104
Top Ba nk
DRIVE
CONC.
BLDG.
WOODS
DRIVE
CONC.
C L W
E D
G E
W O
O D D
R
IV
E P
A V E
D
C O
N C B
A R
R
IC
A D E
WOODS
W O
O D S
To p
Ba nk
Top Ba nk
To p B an k
BRICK HOUSE
2-STORY
EXISTING SANITARY SEWER LINE
117.7 4'
.89'
AZ.1
72°
23'2 4"
AZ.179
°32'03
.44"
C
C
370370
370370
11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
TO EXISTING
CHANNEL
ALONG CENTERLINE
FINISHED SURFACE OF ROCK CHUTE
PROJECTED THALWHEG
CENTERLINE OF ROCK CHUTE
GROUND SURFACE AT
12+00
13+
14+0
15+00 16+00 17+00
18+00 19+00
20+00 21+0
M A
T C
H L
IN
E C -1
(S
T A . 1
N
DETAIL PLAN MAP
PROFILE
100'0 50'
VERTICAL SCALE: 1"=10'
HORIZONTAL SCALE: 1"=50'
SCALE: 1 IN. = 50 FT.
CD
CD
CD
CD
CD
CD
CD
CD
ADDITIONAL REQUIREMENTS.
STORM WATER POLLUTION PREVENTION PLAN FOR
ENVIRONMENTAL PROTECTION AND SECTION 01 57 23.00 09
PERMITS. REFERENCE SECTION 01 57 20.00 09
ALL CONTRACT DOCUMENTS, REGULATIONS, AND
ASSURE ADEQUATE PERFORMANCE AND COMPLIANCE WITH
ADDITIONAL PROTECTION MEASURES AS REQUIRED, TO
CONDITIONS TO DEVELOPE A COMPLETE PLAN, INCLUDING
HIS WORK OPERATIONS, METHODS, AND CURRENT SITE
AT ALL TIMES. THE CONTRACTOR SHALL CONSIDER
TO ESTABLISH A MINIMUM LEVEL OF PROTECTION REQUIRED
CONCERNS AND PERMIT REQUIREMENTS, BUT ARE PROVIDED
CONTRACT DRAWINGS MAY NOT FULLY ADDRESS ALL
2. THE ENVIRONMENTAL PROTECTION CONTROLS SHOWN IN THE
EROSION.
THE CONTRACTOR AS NEEDED TO MINMIZE OVERBANK
1. SILT FENCE AND/OR HAY WATTLES SHALL BE INSTALLED BY
EROSION CONTROL NOTES:
R D
C M
X-102
A N
S
ID
X S
T M .d g n
D a v id C
M o o n e y
P L
A N P
R O
F
IL
E
STATIONING SHOWN IS ALONG THE CENTERLINE OF THE NEW ROCK CHUTE
S T
O R
M W
A T
E R P
O L L
U T
IO
N P
R O
T E
C T
IO
C D
IV
IS
IO
N
R
IV
E R E
N G
IN
E E
R
IN
G S
E C
T
IO
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
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®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
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
Vicksburg District
D E
S
IG
N B
R A
N C
H
W E
E -1
-B -0
W E
E -X
X -C -0
X
X
B S -1
-0
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
B A
N K S
T A
B
IL
IZ
A T
IO
N
C O
L D
W A
T E
R R
IV
E R W
A T
E R
S H
E D
D E
S O
T O C
O U
N T
Y
M
IS
S
IS
S
IP
P I
Y C -1
-3
D a v id L
W a ll a c e P .E
J U
L Y
J U
L Y
FLOW
FLOW
FLOW
PLAN
COMPACTED SOIL
(MIN.)
(M
IN
FLOW
FLOW
1. EXCAVATE THE TRENCH.
WIDTH
BALE
2. PLACE BALES TIGHTLY TOGETHER AND STAKE.
4. BACKFILL AND COMPACT THE EXCAVATED SOIL.
POINTS A SHOULD BE HIGHER THAN POINT B
B A
F L
O W
A
(M
IN
(M A
X
RUNOFF
STEEL OR WOOD POST
STEEL OR WOOD POST
2'-0"
1'
6'-0" TYPICAL
4"
1'
(FILLED BY WEDGING WITH STRAW).
3. GAPS BETWEEN BALES SHALL BE CHINKED
SIDE OF POST.
ATTACH SECURELY TO UPSTREAM
FILTER FABRIC -
MATERIAL.
AS SHOWN AND BACKFILL WITH COMPACTED
EXCAVATE, LINE WITH FILTER FABRIC
4" x 4" TRENCH -
STORAGE HEIGHT.
9" (MAX. RECOMMENDED)
6'-0" MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE.
10'-0" MAXIMUM SPACING WITH WOVEN WIRE SUPPORT FENCE -
CONSTRUCTION OF A STRAW BALE BARRIER
SCALE: NONE
SCALE: NONE
IF WIRE MESH SUPPORT IS NOT USED.
EXTRA STRENGTH FILTER FABRIC REQUIRED
3.
2.
1.
NOTES:
CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
SILT SCREEN FENCE SHALL BE PLACED ALONG SLOPE
OFF-SITE AND CAN BE PERMANENTLY STABILIZED.
AREA THAT WILL NOT CONTRIBUTE SEDIMENT
REMOVED SEDIMENT SHALL BE DEPOSITED TO AN
EVENT AND REMOVE SEDIMENT WHEN NECESSARY.
INSPECT AND REPAIR FENCE AFTER EACH STORM
SCALE: NONE
X-501
SILT SCREEN FENCE IN DRAINAGE
ELEVATION
SILT SCREEN FENCE DETAILS
SECTION
PLAN
TEMPORARY DIVERSION DIKE DETAIL
STRAW BALE DETAILS
D A
V
ID
C M
O O
N E
Y
D C
M J
D R
BEFORE COMPACTION
SEEDED WITH GRASS
SCALE: NONE
COARSE AGGREGATE
50' M
IN. LENGTH
AS
REQ
'D
W
ID
TH
6" MIN. DEPTH
HARD
SURFACE
PUBLI
C
ROAD
CONSTRUCTION ENTRANCE & EXIT DETAIL
A N
S
ID
X -5
.d g n
SCALE: NONE
ROCK CHECK DAM
T
O R
M W
A T
E R P
O L L
U T
IO
N
P R
E V
E N
T
IO
N P
L A
N T
Y P
IC
A L D
E T
A
IL
| ANSID_G_001COV |
| ANSID_G_002VIC |
| ANSID_G_003MAP |
| ANSID_G_004LEG |
| ANSID_C_101PLN |
| ANSID_C_102PLN |
| ANSID_C_103P&P |
| ANSID_C_301SEC |
| ANSID_C_302SEC |
| ANSID_C_303SEC |
| ANSID_C_304SEC |
| ANSID_C_305SEC |
| ANSID_C_306SEC |
| ANSID_C_501TYP |
| ANSID_X_101STM |
| ANSID_X_102STM |
| ANSID_X_501STM |
File details come from the government source that posted it. Updated .