A02_drawings.pdf
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L E
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IDENTIFICATION
SHEET
D A
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®of Engineers
US Army Corps
U .S
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®of Engineers
US Army Corps of Engineers
US Army Corps
Solicitation: W912EE-18-R-0002
Contract: W912EE-18-X-XXXX
C h ie f, D e s ig n B ra n c h
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
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N D
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Vicksburg District
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
WEST BANK MISSISSIPPI RIVER LEVEES
LEVEE ENLARGEMENT AND BERMS
FLOOD CONTROL, MISSISSIPPI RIVER AND TRIBUTARIES
G-001
C O
V E
R S
H E
E T
ITEM 398-R, PHASE 1
YUCATAN TO LAKE BRUIN, LOUISIANA
-R
P
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G -0
.d g n
APRIL 2018
N
E
V E
E D
R A
IN
A G
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E C
T
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N
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IV
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STATE ROUTE
PROJECT LOCATION MAP
01 1 3
MILES
SCALE 1 62,500
ROAD CLASSIFICATION
(PROJECT LOCATION MAP)
HARD SURFACE, HEAVY DUTY
IMPROVED DIRT ROAD
DIRT TRAIL
U.S. ROUTE
LEGEND
EXISTING LEVEE
TO BE CONSTRUCTED
LEVEE ENLARGEMENT AND BERMSDWG. NO. DESCRIPTION
INDEX TO DRAWINGS
DWG. NO. DESCRIPTION
INDEX TO DRAWINGS
G-002
B-001
G-001 COVER SHEET
BORING LEGEND
B-101
B-102 BORING & CONE LAYOUT - STA. 5668+00 TO STA. 5728+50
C-302
C-301
C-101
C-102 PLAN AND PROFILE - STA. 5668+00 TO STA. 5728+50
CONE PENETROMETER TESTS
PROJECT LOCATION MAPS AND INDEX TO DRAWINGS
VICINITY MAP
City
Arkansas
Village
Lake
Eudora Crossett
Monroe
Bastrop
Delhi
Tallulah
Natchez Vidalia
Jonesville
Providence
Lake
B R A D L E Y
D R E W
L I N C O L N D E S H A
C H I C O T
A S H L E Y
M O R E H O U S E
W E S T
C A R R O L L
C A R R O L L
E A S T
R I C H L A N D
C A L D W E L L
F R A N K L I N
T E N S A S
M A D I S O N
L A S A L L E
C O N C O R D I A
S a lin e
R iv e r
B a rth o lo m e w
M is si ss ip pi
R iv e r
Bo eu f
Riv er
B a y o u
M a co n
Ten sas
R iv e r
B a yo u
B a rt h o lo m e w
O v e rf lo w
C re e k
C re e k
Big
B a y o u
R iv e r
C o le w a
C re e k
T e n s a s
R iv e r
O U
A C
H
IT
A
R
IV
E R
Bayou
D 'A rb o n n e
C re e k
River
B la c k
R iv e r
C A T A H O U L A
R A P I D E S
65165
E
W
82 3
W
W
E
Monroe West
Lake Catahoula
R iv e r
L
R
Holly Bluff
Fork Rolling
Belzoni
B o g u e
P h a li a
S te e le
B a y o u
Y A
ZO
O
T a ll a h a tc h ie
VICKSBURG
Greenwood
GREENVILLE
Cleveland
S u n flo w e r
Ascalmore
Cr
Big
Sa nd
Cr
Teoc Cr
Potacocowa Cr
Cr
Tillatoba
Abiaca C r
Pelucia
C r
Ch ico pa Cr
Fa nn eg us ha
Cr
Black
Cr
Tch ula
La ke
S u n flo w e r
R ive r
Bayou
Indianola
P or te rs B a y o u
B e a r Cre ek
Q u iv e r
B la c k
B a y o u
M a in
C a n a l
B ig
S u n fl o w e r
Riv er
Cassidy
Bayou
W
IL
L
M
W H
IT
T
IN
G T O
N
C H
A N
N E L
Yalo bush a
C re e k
D e e r Yazoo City
A U
X
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S U
N F L O W E R
T A L L A H A T C H I E
G R E N A D A
L E F L O R E
C A R R O L L
H O L M E S
W A S H I N G T O N
S H A R K E Y
H U M P H R E Y S
I S S A Q U E N A
W A R R E N
Y A Z O O
B O L I V A R
RI
VER
R iv e r
B ig
B la ck
River
Reservoir
P earl
Hom oc hit to
R iv e r
Coles
Cre ek
Bayou
P ierre
Canton
JACKSON
Crystal
Springs
Brookhaven
Fayette
Port
Gibson
Utica
H I N D S
R A N K I N
S I M P S O N
C O P I A HC L A I B O R N E
J E F F E R S O N
A D A M S
F R A N K L I N
L I N C O L N
L A W R E N C E
St ro ng
No. 1
Lock & Dam
No. 2
Lock
McGehee
Dumas
No. 2
Dam
C o n n e rl y
B a y o u
M a c o n
Lake
C anal
N o.
Lock & Dam
Felsenthal
Lock & Dam
Columbia
Lock & Dam
Jonesville
Lit tle
R
St John Lake
B a y o u
B ig
B a y o u
C a n e y
F le s c h m a n s
B
B M ill
T e n s a s
B a y o u
R u s s
Ca na l
No.
C anal
N o
N o.
C a n a l
C a n a l
No.
B la ck
Pond Slough
B a y o u
M a c o n
B a y o u
M a c o n
D iv e rs o n C a n a l N o
B o e u f R iv e r
C la y
B
B
146.4
6.2
.5
.3
.6
.2
13.9
8.0
7.1
L o n g
Br
Cocodrie
Wild Cow
Lake Cheniere
C reek
C heniere
Bawcomville
River Lake Black
Flood Wall
Columbia
Collins Cr
Satartia
Wolf
L a ke
To ke ba
B
L a ke
G eorge
Panth er
Creek
A U
X
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IA
R Y
C H
A N
N E L
L O
W E R
Snake
Cr
Marksville
Lake Bee
Lake Horseshoe
Ti pp o
B P a tt e rs o n
C r
M ar sh
B
T ur ke y B
B
G in
0+00 Miss River Levees
4519+76 Ark River Levees
J o n e s
Bayo u
M o u n d
B
Black
Bayou
Pa rk s
B
B o g u e
H a s ty
S n a ke
C le a r
C r
Ditchlow
B
Ba yo u
Tw in L ak e
Bogue Phalia
Cutoff
Bolivar Lake
Lake Swan
Washington Lake
B a y o u
Dow ling
Ri ve r
H u s h p u c k e n a
.7
7.5
69.7
9.4
.0
.1
BF
ig ht in g
9.
6.5
Lake Wasp
Lock & Dam
Abandoned
22.2
.4
Dawson
17.5
2.5
.8
Laf our che
Brake
Mathews
Alligator-Catfish
Bayous
B a y o u
Big
Choc taw
B a y o u
B o e u f
L
Staulkinghead Creek
Lake Chicot
Lake Providence
Pumping Plant
Lake Chicot
Plant
Pumping
Cocodrie
Wall
Flood
Lake Eagle
0.0 210.5
Canal
No.
Ext.
0.
C a n a l
N o
Ext.
11.3
0.0
35.0
R iv er
32.50
Waterproof
B oe uf
0 10
LOCATION OF WORK
SCALE IN MILES
40 5020 30
ARKANSAS
LOUISIANA
LOUISIANA
ARKANSAS
LOUISIANA
MISSISSIPPI
MISSISSIPPI
MISSISSIPPI
TYPICAL CROSS SECTIONS - LEVEE ENLARGEMENT & BERMS
TYPICAL CROSS SECTION - BORROW AREAS
STAGE HYDROGRAPHS
CATTLE GUARD DETAILS
C-303
C-501
C-502
C-702
C-307
STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS
TYPICAL CROSS SECTIONS - CLEARING AND GRUBBING
RAMP DETAILS
C-503
C-504 STORM WATER POLLUTION PREVENTION PLAN - STA. 5668+00 TO STA. 5728+50
CS-300 TO CS-332
C-306
STAGE HYDROGRAPHSC-701
BORROW BORING PROFILES
B-505 TO B-516
LEVEE CROSS SECTIONS
G-002
P R
O J E
C T L
O C
A T
IO
N M
A P
S A
N D I
N D
E X T
O D
R A
W
IN
G S
CLAIBORNE COUNTY
M I S S I S S I P P I
L O U I S I A N A
N
TENSAS PARISH
L O U I S I A N A
NEWELLTON
ST. JOSEPH
LEVEE ENLARGEMENT AND BERMS
LOWER END OF ITEM
STA. 5590+00
UPPER END OF ITEM
.3
PLAN AND PROFILE - STA. 5590+00 TO STA. 5668+00
BORING & CONE LAYOUT - STA. 5590+00 TO STA. 5668+00
STORM WATER POLLUTION PREVENTION PLAN - STA. 5590+00 TO STA. 5668+00
STA. 5728+50
-R
P
H
G -0
.d g n
ITEM 398-R, PHASE 1
B-501 & B-502
B-503 & B-504
SURVEY CONTROL, BL TRAVERSE AND NEW CL DATA
FOUNDATION BORING PROFILES
C-305
C-304 DITCH 1 DETAILS
CULVERT DETAILS
S O
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IDENTIFICATION
SHEET
D A
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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
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B U
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D A
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M A
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D E
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C O
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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
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B U
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US Army Corps a u t o t
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W E
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A p ri l
A p ri l
NOTES:
Are natural water contents in percent dry weight
GRAVEL,Well Graded, gravel-sand mixtures, little or no fines
GRAVEL,Poorly Graded, gravel-sand mixtures, little or no fines
SILTY GRAVEL,gravel-sand-silt mixtures
CLAYEY GRAVEL, gravel-sand-clay mixtures
SAND, Well-Graded, gravely sands
SAND, Poorly-Graded, gravely sands
TYPICAL NAMES
UNIFIED SOIL CLASSIFICATION
SYMBOLS TO LEFT OF BORING
Ground - water surface and date observed
VS
T
Q
R
S
C
FIGURES TO RIGHT OF BORING
Are values of cohesion in lbs./sq. ft from unconfined compression test
Denotes location of consolidation test **
Denotes location of consolidated - drained direct shear test **
Denotes location of consolidated - undrained triaxial compression test **
Denotes location of unconsolidated - undrained triaxial compression test **
Denotes location of vane shear test **
Denotes location of sample subjected to consolidation test and each of the above three types of shear test **
FIGURES TO LEFT OF BORING UNDER COLUMNS "LL" AND "PL"
Denotes free waterFW
Are liquid limits and plastic limits, respectfully per second of undisturbed sample
Where underlined with a solid line denotes laboratory permeability in centimeters per second of sample remoulded to the estimated natural void ratio
Where underlined with a dashed line denotes laboratory permeability in centimeters
SILTY SAND, sand-silt mixtures
CLAYEY SAND, sand-clay mixtures
SILT & very fine sand, silty or clayey fine sand or clayey silt with slight plasticity
LEAN CLAY; Sandy Clay; Silty Clay; of low to medium plasticity
ORGANIC SILTS and organic silty clays of low plasticity
SILT, fine sandy or silty soil with high plasticity
FAT CLAY, Inorganic clay of high plasticity
ORGANIC CLAYS of medium to high plasticity, organic silts
PEAT, and other highly organic soil
WOOD
GW
GP
GM
GC
SW
SP
SM
SC
ML
CL
OL
MH
CH
OH
Pt
Wd
DESCRIPTIVE SYMBOLS
SYM
BOL
LETTER
SYMBOL
CLEAN
GRAVEL
CLEAN
SAND
SANDS
WITH FINES
SILTS AND
CLAYS
SILTS AND
HIGHLY ORGANIC SOILS
WOOD
NO SAMPLE
F
IN
E G
R A
IN
E D S
O
IL
S C
O A
R S
G R
A
IN
E D S
O
IL
S
G R
A V
E L
S S
A N
D S
MAJOR DIVISION TYPE
GRAVEL
WITH FINES
(Appreciable
(Appreciable
Amount of
Fines)
NOTE: Soils possessing characteristics of two groups are designated by combinations of group symbols
A comma will be used between modification symbols. Example. So,Gr,w/SIS,(CH)
(Liquid Limit < 50)
(Liquid Limit > 50)
M o re t h a n h a lf o f c o a rs e fr a c ti o n i s l a rg e r th a n
Amount of Fines)
(Little or No Fines)
(Little or No Fines)
CLAYS
M o re t h a n h a lf o f m a te ri a l is l a rg e r th a n N o s ie v e s iz e
When underlined denotes D size in mm *
M o re t h a n h a lf o f c o a rs o .4 s ie v e s iz e fr a c ti o n i s s m a ll e r th a n
N o s ie v e s iz e
N o .2 s ie v e s iz e
M o re t h a n h a lf o f th e m a te ri a l is s m a ll e r th a n
" I.D., 2" O. D.) and a 140 lb. driving hammer with a 30" drop8
(1
In parenthesis are driving resistances in blows per foot determined with a standard split spoon sampler
CONSISTENCY
FOR COHESIVE SOILS
COLOR MODIFICATIONS MODIFICATIONS
* The D size of a soil is the grain diameter in millimeters of which 10% of the soil is finer, and 90% coarser than D .
10 10 on the drawings.
** Results of these test are available for inspection in the U.S. Army Engineer District Office, if these symbols appear beside the boring logs
0 20 40 60 80
OH
MH
CH
"U L
IN
E
"A
LI
N E
CL
CL - ML OL
ML
L. L. - LIQUID LIMIT
PLASTICITY CHART
For classification of fine - grained soils
P I P
L A
S T
IC
IT
Y I
N D
E X
CONSISTENCY
VERY SOFT
SOFT
MEDIUM
STIFF
VERY STIFF
HARD
SYMBOL
COHESION IN LBS./SQ. FT. FROM
UNCONFINED COMPRESSION TEST
vSo
So
M
St vSt
H
2000 - 4000
1000 - 2000
500 - 1000
250 - 500
< 250
> 4000
SYMBOLCOLOR
T
Y
R
BK
GR
lGr dGr
Br lBr dBr br Gr gy Br gn Gr gy Gn
Gn
Bl
Bl Gn
Wh rd
Mot
SSIS
SISS
w/
D vD
Tr-
F
M
C cc rt lg sh sds slf
O
CS
SIS
SS
S
G
B
SL
Wd
Ox
Cr
Lo
Veg
MODIFICATION SYMBOLMODIFICATION
Sandy Silt strata
Silty Sand strata
With
Dense
Very Dense
Traces
Fine
Medium
Coarse
Concretions
Rootlets
Lignite fragments
Shale fragments
Sandstone fragments
Shell fragments
Organic matter
Clay strata or lenses
Silt strata or lenses
Sand strata or lenses
Sandy
Gravely
Boulders
Slickensides
Wood
Oxidized
Crumbly
Loose
Vegetation
REDDISH
MOTTLED
WHITE
BLUE - GREEN
BLUE
GREEN
GRAYISH - GREEN
GREENISH - GRAY
GRAYISH - BROWN
BROWNISH - GRAY
DARK BROWN
LIGHT BROWN
BROWN
DARK GRAY
LIGHT GRAY
GRAY
BLACK
RED
YELLOW
TAN
COLOR
SYMBOL
considered as differing materially within the purview of the Contract Clause DIFFERING SITE CONDITIONS.
materials of the region are anticipated and, if encountered, such variations will not be and for their respective vertical reaches, local variations characteristic of the subsurface
1. While the borings are representative of subsurface conditions at their respective locations water will not be encountered at the locations or within the vertical reaches of such borings.
that no ground water data are available from the boring but does not necessarily mean that ground in such borings on the dates shown. Absence of water surface data on certain borings indicates
2. Ground water elevations shown on the boring logs represent ground water surfaces encountered strengths from unconfined compression test are shown.
examination and is approximate, except within those vertical reaches of the borings where shear
3. Consistency of cohesive soils shown on the boring logs is based on driller's log and visual
ASTM D 2487, (2011) Classification of Soils for Engineering Purposes.
4. The detailed explanation of the Unified Soil Classification System is presented in
10FIGURES TO LEFT OF BORING UNDER COLUMN "W OR D "
GENERAL NOTES
T-12-N - R-12,13-E
PLANPLAN
0 1000
SCALE 1 : 5,000
20001000 500 0 1000
SCALE 1 : 5,000
20001000 500
FEETFEET
212°18'02" 1430.12
M A
T C
H T
O S
H E
E T B -1
, S
T A . 5
BM MRL-R-40
PI
-78
0 =
+9 9.4
PI-
A =
72+ 29.
PI
-7
A
+3 9.
PI-
A =
14+ 65.
PI
-7
A +0 6.
PI-786 = 5642+66.45
PI-7
81A = 5
+38 .57
WOODS
R/W LIMIT
WATER
WATER
W.E.
WATER
WATERSEC. 22
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
TOE
TOE
LEVEE
LEVEE
CROWN
LEVEE
TOE
TOE
LEVEE
LEVEE
CROWN
LEVEE
TOE
TOE
CROWN
LEVEE
LEVEE
LEVEE
TOE
BERM
TOE
BERM
TOP
BERM
TOP
BERM
T O E
B E R
M
T O E
B E R
M
T O P
B E R
M
T O P
B E R
M
TOE
TOP
BERM
BERM
BERM
BERM
TOP
TOE
T O P
B E R
M
T O E
B E R
M
T O
R M
T
P
R M
TOP BERM
TOE BERM
T
R M
T
R M
SEC. 22
SEC. 30
R12E R13E
LAKE BRUIN
HWY
H W
Y
H W
Y
B R I
D G E
BLUE
HOLE
SEC. 22
L O U I S I A N A
T E N S A S P A R I S H
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
SEC. 25
YLB-13.13C
YLB-3-13U
59.5
59.7
59.7
59.8
59.8
59.9
60.0
60.0
60.0
60.1
60.1
60.1
60.1
60.1
60.2
60.2 60.3
60.3
60.3
60.3
60.3
60.4
60.5
60.6
60.6
60.7
60.7 60.8
60.9
61.0
61.1
61.1
61.2
61.3
61.3
61.3
61.3
61.4
61.4
61.4
61.5
61.5 61.5
61.5
61.5
61.6 61.6
61.6 61.6
61.6
61.6 61.6
.6
61.7
61.7
61.7
61.7
.7
61.8
61.8 61.8
.9
V
61.9
62.0
62.1
62.2
62.3
62.3
62.4
62.4
62.4 62
62.4
62.6
62.8
62.9
63.1
63.4 63.4
63.4
63.6
63.8
63.8
63.9
64.2
64.4
64.4
64.6
64.9
65.2
66.0 66.0
66.0
66.3
66.3
W .E
W .E
W.
E.
66.6
66.7
W .E
W .E
66.9
67.0
67.3
67.3
67.4
67.6
67.7
67.8
67.9
68.0
S
68.1
68.2
.2
68.2
68.2
68.3 68
68.4
68.4
68.5
68.5
68.6
68.6
68.7
68.7
.7
68.8
S
68.9
68.9
68.9 68.9
68.9
T
69.0
69.1
69.1
69.2
69.3
69.3
69.4
69.8
69.8
.9
69.9
70.0
.2
70.4
70.4
.4
.7
70.7
71.0
71.3
S
72.1
T
72.5
T
T
T
T
T
T
S
S
S
T
S
T
T
T
M
T
S
S
N
N
N
N
N
N
E 20
E 20
E 20
N
N
N
N
N
N
E 20
E 20
E 20 hYLB-51.14C
YLB-52.14C
YLB-136.14C
YLB-133.14C
YLB-1-13U
YLB-1.13C
YLB-128.14C
YLB-137.14C
YLB-49.14C
YLB-91.14C
YLB-50.14C
YLB-2.13C
YLB-92.14C
YLB-93.14C
YLB-3.13C
YLB-132.14C
PI-777A = 5586+24.43
YLB-94.14C
YLB-53.14C
YLB-95.14C
YLB-96.14C
YLB-54.14C
YLB-5.13C
YLB-6.13C
YLB-2-13U
YLB-4.13C
YLB-7.13C
YLB-55.14C
YLB-56.14C
YLB-8.13C
YLB-57.14C
YLB-9.13C
YLB-58.14C
YLB-10.13C
YLB-11.13C
YLB-59.14C
YLB-60.14C
YLB-61.14C
YLB-12.13C
YLB-4-13U
MEL-9.11C
MEL-4.11C
MEL-3.11C
MEL-2.11C
MEL-1.11C
MEL-6.11C
MEL-7.11C
MEL-8.11C
398-4-17
MEL-1-12T
398-23-17
398-21-17
398-22-17
398-20-17
398-12-17
398-7-17 398-16-17
398-2-17
398-15-17 398-6-17
398-1-17
398-5-17 398-14-17
398-13-17
L E
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UPPER END OF ITEM 398-R, PHASE 1
STA. 5590+00
LEGEND
FOUNDATION BORING LOCATION
CONE PENETROMETER LOCATION
BORROW BORING LOCATION
T-11,12-N - R-12,13-E
CROWN
CROWN
PLANPLAN
L E
V E
E D
R A
IN
A G
E S
E C
T
IO
N
E C D
IV
IS
IO
N
M A
T C
H T
O S
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PI-7
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I-7
A
PI-784A = 5698+73.34
-78
5A
+4 6.3
PI
-7
A +9 6.
PI-787A = 5715+80.21
I-788A
= 5720+73.92
PI-789A = 5732+72.74
P I- A
398-70-15
398-59-15
SEC. 26
WATER
W
W
TRAILER
PARK
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
W O
O D
S
WOODS
W O
O D
S
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
TOE
TOE
LEVEE
TOE
TOE
LEVEE
LEVEE
LEVEE
TOP
TOE BERM
BERM
T O P
T O P
T O E
T O E
B E
R M
B E R
M
B E R
MB
E
R M
TOE
TOE
TOP
TOP
BERM
BERM
BERM
BERM
TOE B
ERM
TOP
BERM
TOP
BERM
TOE
BERM
MISSISSIPPI
LOUISIANA
MISSISSIPPI
SEC. 25
SEC. 26
SEC. 43
SEC. 1
SEC. 1
SEC. 26
T
N
T
N
R13 E
R12 E
MISSISSIPPI RIVER
LAKE BRUIN
PARK
HWY 604
HWY 604
T E N S A S P A R I S H
L O U I S I A N A
R13 E
R12 E
0 1000
SCALE 1 : 5,000
20001000 500 0 1000
SCALE 1 : 5,000
20001000 500
LEVEE
LEVEE
WOODS
WOODS
CROWN
LEVEE
TOE
TOE
LEVEE
LEVEE
TOE
BERM
TOP
BERM
TOP
BERM
TOE
BERM
CROWN
LEVEE
LEVEE
LEVEE
TOE
TOE
CROWN
TOE
TOE
LEVEE
LEVEE
LEVEE
TRAILER
B-102
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A p ri l
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62.5 62.8 62.8
62.8
62.9
63.0
63.1
63.1
63.2 63.2
63.2
63.2
63.3
63.3
63.3
63.3
63.3 63.4
63.4
63.4
63.5
63.5
63.5
63.6
63.6
63.7
63.8
63.8
63.8 63.9
63.9 64.0
64.1
64.1
64.1
64.2
64.2
64.3
64.3
64.3
64.3
64.4
64.4
64.5
64.6
64.7
64.7
64.7
64.7
64.9
64.9
65.0
65.0
65.1
65.2
65.2
65.2
65.2
65.2
65.3
65.3
65.4
65.4
65.4 65.4
65.5
65.5
65.5
65.5
65.5
65.5
65.5
65.6
65.6
65.6
65.6
65.6
65.6
65.7
65.7
65.7
65.8
65.8
65.9
65.9
65.9
65.9
65.9
65.9
65.9
66.0 66.0
66.0
66.0
66.1
66.1
66.1
66.2
66.2
66.2 66.2
66.2 66.3
66.3
66.3
66.3
66.3
66.4
66.4
66.4
66.4
66.4
66.4
66.5
66.5
66.5
66.5 66.5
66.5
66.6
66.6
66.6
66.7
66.7
66.7
66.7
66.7
66.7
66.7
66.8 66.8 66.8
66.8
66.9
66.9
67.0
67.1
67.1
67.1
67.1
67.1
67.1
67.2
67.2
67.2
67.2
67.3
67.3
67.3 67.4
67.4
67.4
67.4
67.4
67.5
67.5
67.5
67.6 67.6
67.6
67.6 67.7
67.8
67.8
67.8
67.8
67.8
67.8
67.8
67.8
67.9
67.9
67.9
67.9
68.0 68.0
68.0 68.1
68.1
68.1
68.1
68.1
68.1
68.2
68.3
68.4
68.4
68.4
68.4
68.5
68.5
68.6
68.6
68.6
68.6
68.7
L
68.8 68.8
68.9
68.9
L
68.9
69.0
69.0
69.0
69.0
69.1
69.1
69.1
69.1
69.1
69.1
69.1
69.1
69.1
69.2
69.2 69.2
B
B
69.3
69.3
69.3
69.3
69.4
69.4
69.5
69.5
69.6
69.7
69.7
69.7
69.7
69.7
69.7
69.8
69.8
69.8
69.8
69.9
69.9
69.9
70.0
70.0
70.0
70.1
70.1
70.1
70.1
70.1
70.2
70.2
70.2
T
70.3
70.3
70.3
70.3
B
70.4
70.4
70.4
70.4
70.4
70.5
70.5
70.6
70.6
70.6
70.7 70.9
70.9
70.9
70.9
71.0
71.0
71.0
71.0
71.0
T
71.1
71.1
71.1
71.2
71.2
71.2 71.4
71.4
71.5
71.6
71.7
71.7
71.7
71.7
71.8
71.8 71.8
72.0
72.1
72.1
72.1
72.2
72.2
72.2
B
72.3
T
72.4 72.4
B
72.5
72.5
72.6
72.6 72.7
72.7
72.7
72.8
72.8
72.8
72.9
72.9
72.9
T
73.0
73.0
73.0
73.1
73.2
B
73.2
73.2
73.2
73.2
73.2
73.2
73.2
73.2
73.3
73.3
73.3
73.3
73.3
B
73.4
B
73.4
73.4
B
73.4
73.4
73.5
73.5
73.5
73.6
T
73.6 73.6
73.6
73.6
73.6
B
73.7
B
73.7
BB
73.7
73.8
73.8
73.8
73.8
73.8
73.8
73.8
73.8
73.8
73.8
73.8
73.8
73.8
73.8 73.9
73.9 73.9
73.9
73.9
73.9
73.9 73.9
73.9
73.9
73.9
73.9
73.9
73.9 74.0
74.0
74.0
74.0
74.0
74.0 74.0
74.0
74.0
74.0
74.0
74.0
74.1
74.1
74.1 74.1
74.1
74.1
74.1
74.1
74.1
74.2
74.2 74.2
74.2
74.2
74.2
74.2
74.2
74.2
74.2
74.2
74.2
74.2
74.2
74.2
74.2
74.2
74.2
74.3
74.3
74.3
74.3
74.3
74.3
74.3
74.3
74.3
74.3
74.3
74.3
74.3
74.3
74.3
74.3
74.3
74.3
74.3
74.3
74.3 74.3
74.3
74.3
74.3
74.4
74.4
74.4
74.4
74.4
74.4
74.4
74.4 74.4
74.4
74.4
74.4
74.4
74.4
74.4
74.4
74.4
74.4
74.4
74.4
74.4
74.5
74.5 74.5
74.5
74.5
74.5
74.5
74.5
74.5
74.5
74.5
74.5
74.5
74.5
74.5
74.5
74.5
74.5
74.5
74.5
74.5
74.5
74.5
74.5
74.5
74.5
74.5
74.5
74.5
74.5
74.5
74.5
74.5
74.5
74.5
74.5
74.5
74.5
74.5
74.5
74.6
74.6
74.6
74.6
74.6
T
74.6
74.6
74.6
74.6
74.6
74.6 74.6
74.6
74.6
74.6
74.6
74.6
74.6
74.6
74.6
74.6
74.6
74.6
74.6
74.6
74.6
74.6
74.6
74.6
74.6
74.6
74.6
74.6
74.7
74.7
74.7
74.7
74.7
74.7
74.7
74.7
74.7
74.7
74.7
74.7
74.7
74.7
74.7
74.7
74.7
74.7
74.7
74.7
74.7
74.7
74.7
74.7
74.7
74.7
74.7
74.7
74.7
74.7
74.7
74.7
74.7
74.7
T
74.7
74.7
74.7
74.7
74.7 74.7
74.7
74.7
74.7
74.7
74.7
74.7
74.7 74.8
74.8
74.8
74.8
74.8
74.8
74.8
74.8
74.8
74.8
74.8
74.8
74.8
74.8
74.8
74.8
74.8
74.8
74.8
74.8
74.8
74.8
74.8
74.8
74.8
74.8
74.8
74.8
74.8
74.9
74.9
74.9
74.9
74.9
74.9
74.9
74.9
74.9
74.9
74.9
74.9
74.9
74.9
74.9
74.9
74.9 74.9
74.9
74.9
74.9
74.9
74.9
74.9
74.9
74.9 74.9
74.9
74.9
74.9
74.9
74.9
74.9
74.9
74.9
74.9
74.9
74.9
74.9
74.9
74.9
74.9
75.0
74.9
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0 75.0
75.0
T
75.0
75.0 75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.1
75.1
75.1
75.1
75.1
75.1
75.1
75.1
75.1
75.1
75.1
75.1
75.1
75.1 75.1
75.1
75.1
75.1
75.1
75.1
75.1
75.2
75.2
75.2 75.2
75.2
75.2 75.2
75.2
75.2
75.2
75.2
75.2
75.2
75.2
75.2 75.2
T
75.3
75.3
75.3
75.3
75.3
75.3
75.3
75.3
75.4
75.4
75.4
75.4
75.4
75.4
75.4
75.4
75.4
75.5
75.5
75.5
75.5
75.5
75.5
75.5
75.5
75.5
75.6
75.6
75.6 75.6
75.6
75.7
75.8
75.8
75.8
75.8
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75.9
76.0
76.0
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76.3
76.3
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N
N
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N
N
N
E 2
E 2
E 2
N
N
N
N
N
N
E 2
E 2
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76.4
76.4
76.5
76.5
76.5
76.6 76.6
76.6
76.9
77.0 77.1
77.1
77.1
77.2 77.3
77.3 77.4
77.5
77.6
77.7
77.7
77.8
YLB-15.13C
FEETFEET
BB-11.11C
BB-10.11C
BB-12.11C
398-52-15
398-56-15
398-60-15
398-65-15
YLB-15.13C
YLB-16.13C
YLB-17.13C YLB-18.13C
YLB-20.13C
YLB-5-13U
YLB-62.14C
YLB-63.14C
YLB-64.14C
YLB-66.14C
YLB-97.14C
398-6-15
398-55-15
398-51-15
YLB-98.14C
YLB-101.14C
YLB-99.14C YLB-100.14C
398-66-15
398-69-15
YLB-65.14C YLB-67.14C
YLB-6-13U
YLB-8-13U
YLB-7-13U
YLB-68.14C
YLB-19.13C
YLB-14.13C
BB-13.11CBB-1.11C
BB-14.11C
BB-2.11C
BB-3.11C
BB-1.12T
BB-4.11C
BB-15.11C
LOWER END OF ITEM 398-R, PHASE 1
STA. 5728+50
BB-5.11C
BB-16.11C
BB-17.11C
BB-6.11C
BB-18.11C
BB-7.11C
BB-8.11C
BB-9.11C
MEL-10.11C
MEL-5.11C
LEGENDLEGEND
FOUNDATION BORING LOCATION
CONE PENETROMETER LOCATION
BORROW BORING LOCATION
-140
-120
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-40
-20
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0.10
02-14-2012
1O D
LONG. 911879
LAT. 319751.4
LL W
FIELD BOOK NO. B.B. 8162
BB-1-12T
72.634G.S.E.PL
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1O D
LONG. 911855.3
LAT. 319880.3
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FIELD BOOK NO. B.B. 8162
MEL-1-12T
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1O D
LONG. 91.18551
LAT. 32.00408
LL W
FIELD BOOK NO. B.B. 8199
YLB-1-13U
70.1G.S.E.PL
CH
ML
ML
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CL
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03-25-2014
1O D
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LAT. 32.00009
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FIELD BOOK NO. B.B. 8199
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1O D
LONG. 91.18754
LAT. 31.99516
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FIELD BOOK NO. B.B. 8199
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04-02-2014
1O D
LONG. 91.18518
LAT. 31.99005
LL W
FIELD BOOK NO. B.B. 8199
YLB-4-13U
76.2G.S.E.PL
CH
CL
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CH
SP
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(22)
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(WH)
(29)
(16)
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(41)
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03-31-2014
1O D
LONG. 91.18431
LAT. 31.98542
LL W
FIELD BOOK NO. B.B. 8199
YLB-5-13U
76.7G.S.E.PL
CH
ML
SM
ML
CL
ML
SM
ML
SM
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(21)
(16)
(8)
(5)
(25)
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04-07-2014
1O D
LONG. 91.18432
LAT. 31.98007
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FIELD BOOK NO. B.B. 8199
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70.9G.S.E.PL
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04-09-2014
1O D
LONG. 91.18544
LAT. 31.97665
LL W
FIELD BOOK NO. B.B. 8199
YLB-7-13U
68.9G.S.E.PL
CL
CL
CH
SM
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(18)
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(18)
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1O D
LONG. 91.18883
LAT. 31.97374
LL W
FIELD BOOK NO. B.B. 8199
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73.4G.S.E.PL
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1O D
LONG. 91.178556
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FIELD BOOK NO.
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70.326G.S.E.PL
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08-04-2017
1O D
LONG. 91.182611
LAT. 32.001028
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FIELD BOOK NO.
398-2-17
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FIELD BOOK NO.
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08-05-2017
1O D
LONG. 91.177556
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FIELD BOOK NO.
398-4-17
69.556G.S.E.PL
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08-05-2017
1O D
LONG. 91.176222
LAT. 32.000528
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FIELD BOOK NO.
398-5-17
69.649G.S.E.PL
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08-05-2017
1O D
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LAT. 32.000083
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FIELD BOOK NO.
398-6-17
69.693G.S.E.PL
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08-06-2017
1O D
LONG. 91.184583
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398-7-17
69.928G.S.E.PL
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08-02-2017
1O D
LONG. 91.182528
LAT. 32.002111
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FIELD BOOK NO.
398-13-17
69.665G.S.E.PL
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08-03-2017
1O D
LONG. 91.181306
LAT. 32.002
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FIELD BOOK NO.
398-14-17
69.706G.S.E.PL
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08-03-2017
1O D
LONG. 91.179972
LAT. 32.001972
LL W
FIELD BOOK NO.
398-15-17
69.576G.S.E.PL
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GR&T
08-03-2017
1O D
LONG. 91.178694
LAT. 32.001722
LL W
FIELD BOOK NO.
398-16-17
69.381G.S.E.PL
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FIELD BOOK NO.
398-20-17
69.031G.S.E.PL
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LAT. 32.001111
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398-21-17
69.161G.S.E.PL
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398-22-17
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LAT. 32.002917
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FIELD BOOK NO.
398-12-17
69.159G.S.E.PL
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V A
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GENERAL SAMPLES WERE TAKEN WITH A 2.5 INCH DRIVE TUBE.
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A p ri l
T-12-N - R-12,13-E
PLANPLAN
0 1000
SCALE 1 : 5,000
20001000 500 0 1000
SCALE 1 : 5,000
20001000 500
LANDSIDE BERM TO BE CONSTRUCTED
RIVERSIDE BERM TO BE CONSTRUCTED
LEGEND
FEETFEET
2,035,146.073 913,531.704
2,034,381.871 912,322.884
2,032,991.420 912,433.976
2,031,691.733 911,474.758
2,030,900.017 910,538.528
2,030,840.689 909,800.756
X Y
2,031,910.136 908,039.606
2,032,337.307 906,735.673
2,032,630.843 904,787.276
IR PI-782A = STA. 5676+08.96
AZ. 171° 25' 57" DIST. 1970.38'
IR PI-781A = STA. 5656+38.57
AZ. 161° 51' 40" DIST. 1372.12'
IR PI-786 = STA. 5642+66.45
AZ. 148° 43' 55" DIST. 2060.43'
IR PI-780A = STA. 5622+06.02
AZ. 184° 35' 51" DIST. 740.15'
IR PI-779A = STA. 5614+65.87
AZ. 220° 13' 09" DIST. 1226.11'
IR PI-778A = STA. 5602+39.76
AZ. 233° 34' 17" DIST. 1615.33'
IR PI-777A = STA. 5586+24.43
AZ. 274° 34' 05" DIST. 1394.88'
IR PI-776A = STA. 5572+29.55
AZ. 212° 18' 02" DIST. 1430.12'
IR PI-780 = STA. 5557+99.43
S T
A
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
5660+005650+005640+005630+005620+00
STATIONING ALONG BASELINE OF LEVEE
212°18'02" 1430.12
M A
T C
H T
O S
H E
E T C -1
, S
T A . 5
UPPER END OF ITEM 398-R, PHASE 1
EXISTING BASELINE TRAVERSE, ZERO NORTH
BM MRL-R-40
-78
0 =
+9 9.4
PI-
A =
72+ 29.
PI-7
77A = 5
+24 .43
P I-7
A .8
PI
-7
A +0 6.
P I-786 = 5642+66.45
P I-781A
5656+
38.57
WOODS
AREA NO. 1
1940'
1940'
5572+29 .55
5579+60
300'
OF ROAD SHOULDER
R/W LIMIT=EAST EDGE
CONSTRUCTION
BORROW
EXCEPT AS OTHERWISE NOTED.
REMOVED OR ALTERED AS NECESSARY BY OTHERS
4.PIPELINES AND UTILITIES WITHIN R/W LIMITS TO BE
EXISTING BASELINE, EXCEPT FOR ACCESS RIGHT-OF-WAY.
3.RIGHT-OF-WAY DISTANCES ARE MEASURED FROM THE
2.STATIONING SHOWN IS EXISTING BASELINE STATIONING.
VERTICAL DATUM IS NAVD 88.
PLANE COORDINATE SYSTEM, WEST ZONE NAD 83(2011).
1.TRAVERSE DATA BASED ON MISSISSIPPI STATE
NOTES:
R/W LIMIT=EAST EDGE OF ROAD SHOULDER
R/W LIMIT
R/W LIMIT
R/W LIMIT
R/W LIMIT
R/W LIMIT
WATER
WATER
WATER
WATER
W.E.
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
TOE
TOE
LEVEE
LEVEE
CROWN
LEVEE
TOE
TOE
LEVEE
LEVEE
CROWN
LEVEE
TOE
TOE
CROWN
LEVEE
LEVEE
LEVEE
TOE
BERM
TOE
BERM
TOP
BERM
TOP
BERM
T O E
B E R
M
T O E
B E R
M
T O P
B E R
M
T O P
B E R
M
TOE
TOP
BERM
BERM
BERM
BERM
TOP
TOE
T O P
B E R
M
T O E
B E R
M
T
R M
T
R M
TOP BERM
TOE BERM
T
R M
T
R M
SEC. 22
SEC. 30
R12E R13E
LAKE BRUIN
HWY
H W
Y
H W
Y
B R I
D G E
BLUE
HOLE
L O U I S I A N A
T E N S A S P A R I S H
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
SEC. 25
5610+005600+00
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
U P
P E
R E
N D O
F I T
E M S
T A
5590+00
V
V
V
W .E
W .E
W.
E.
W .E
W .E
S S
T
T
S
S
S
T
C L F
IE
L D R
O A D
T
S
S
T
S
S
T
T
T
T
T
T
T
S
S
S
T
S
T
T
T
M
T
S
S
N
N
N
N
N
N
E 20
E 20
E 20
N
N
N
N
N
N
E 20
E 20
E 20 h
104.3
103.2
NET GRADE
GROSS CONSTRUCTION GRADE
TOP OF EXISTING LEVEE
RIVERSIDE TOE OF EXISTING LEVEE
LANDSIDE TOE OF EXISTING LEVEE
RIVERSIDE TOE OF EXISTING LEVEE
LANDSIDE TOE OF EXISTING LEVEE
P I-7
A 2+
.7
5579+60
725'
.0
15' 15'
5581+00
680'
5575R/W LIMIT
R/W LIMIT
ONLY. (NO HAUL ALLOWED)
30' WIDE R/W IS FOR INITIAL ACCESS
Cattle Guard
(SEE DWG. C-305)
36" CMP CULVERTS TO BE INSTALLED.
RAMP TO BE RECONSTRUCTED
L E
V E
E D
R A
IN
A G
E S
E C
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C-101
P L
A N A
N D P
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T A T
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IDENTIFICATION
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®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
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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
S
IG
N B
R A
N C
H
R W
F
R W
F C
L B
W E
E -1
-R -0
W E
E -1
-X -X
X X
X
M -1
-1
W E
S T B
A N
K M
IS
S
IS
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IP
P I
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E V
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P I
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A R
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S
D a v id L .W a ll a c e P .E
Y U
C A
T A
N T
O L
A K
E B
R U
IN
L
O U
IS
IA
N A
L E
V E
E E
N L
A R
G E
M E
N T A
N D B
E R
M S
IT
E
M
-R P
H A
S E
A p ri l
A p ri l
PROFILE
STA. 5590+00
T-11,12-N - R-12,13-E
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
L O
W E
R E
N D O
F I T
E M S
T A
5720+005710+00
STATIONING ALONG BASELINE OF LEVEE
5700+005690+005680+005670+00
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
S T
A
LANDSIDE BERM TO BE CONSTRUCTED
RIVERSIDE BERM TO BE CONSTRUCTED
LEGEND
CROWN
CROWN
PLANPLAN
PROFILE
2,032,720.557 903,762.495
2,032,446.953
2,032,160.325 901,839.566
2,031,792.116 901,303.354
X Y
2,031,603.899 901,091.494
2,031,165.222 900,864.974
2,030,080.971 900,353.547
IR PI-790A = STA. 5750+40.39
AZ. 190^ 52' 00" DIST. 1767.65'
IR PI-789A = STA. 5732+72.74
AZ. 244° 44' 51" DIST. 1198.82'
IR PI-788A = STA. 5720+73.92
AZ. 242° 41' 22" DIST. 493.71'
IR PI-787A = STA. 5715+80.21
AZ. 221° 37' 05" DIST. 283.39'
IR PI-786A = STA. 5712+96.82
AZ. 214° 28' 37" DIST. 650.46'
IR PI-785A = STA. 5706+46.36
AZ. 201° 45' 51" DIST. 773.02'
IR PI-784A = STA. 5698+73.34
AZ. 192° 47' 33" DIST. 1235.68'
IR PI-783A = STA. 5686+37.66
AZ. 174° 59' 49" DIST. 1028.70'
IR PI-782A = STA. 5676+08.96
AZ. 171° 25' 57" DIST. 1970.38'
IR PI-781A = STA. 5656+38.57
2,029,747.722 898,617.592
2,032,337.307 906,735.673
2,032,630.843 904,787.276
902,557.485
L E
V E
E D
R A
IN
A G
E S
E C
T
IO
N
E C D
IV
IS
IO
N
M A
T C
H T
O S
H E
E T C -1
, S
T A . 5
EXCEPT AS OTHERWISE NOTED.
REMOVED OR ALTERED AS NECESSARY BY OTHERS
4.PIPELINES AND UTILITIES WITHIN R/W LIMITS TO BE
EXISTING BASELINE.
3.RIGHT-OF-WAY DISTANCES ARE MEASURED FROM THE
2.STATIONING SHOWN IS EXISTING BASELINE STATIONING.
VERTICAL DATUM IS NAVD 88.
PLANE COORDINATE SYSTEM, WEST ZONE NAD 83(2011).
1.TRAVERSE DATA BASED ON MISSISSIPPI STATE
NOTES:
EXISTING BASELINE TRAVERSE, ZERO NORTH
P I-7
A
I- A
I-7
A
2+ .8
PI
-7
A
+8 0.2
PI
-7
A +7 3.
I-
9A
2+ .7
P I- A
OF ROAD SHOULDER
R/W LIMIT=EAST EDGE
SEC. 26
WOODS
SEC. 25
'1
0T E N S A S P A R I S H
+5
+7
+0
CONSTRUCTION
BORROW
AREA NO. 2
R/W LIMIT
R/W LIMIT
WATER
W
W
W
W
W
TRAILER
PARK
PI-783A = 5686+37.66
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
W O
O D
S
WOODS
W O
O D
S
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
TOE
TOE
LEVEE
TOE
TOE
LEVEE
LEVEE
LEVEE
TOP
TOE BERM
BERM
T O P
T O P
T O E
T O E
B E
R M
B E R
M
B E R
MB
E
R M
TOE
TOE
TOP
TOP
BERM
BERM
BERM
BERM
TOE B
ERM
TOP
BERM
TOP
BERM
TOE
BERM
MISSISSIPPI
LOUISIANA
MISSISSIPPI
SEC. 25
SEC. 26
SEC. 43
SEC. 1
SEC. 1
SEC. 26
T
N
T
N
R13 E
R12 E
MISSISSIPPI RIVER
LAKE BRUIN
PARK
HWY 604
HWY 604
T E N S A S P A R I S H
L O U I S I A N A
R13 E
R12 E
0 1000
SCALE 1 : 5,000
20001000 500 0 1000
SCALE 1 : 5,000
20001000 500
LEVEE
LEVEE
WOODS
WOODSWOODS
CROWN
LEVEE
TOE
TOE
LEVEE
LEVEE
TOE
BERM
TOP
BERM
TOP
BERM
TOE
BERM
CROWN
LEVEE
LEVEE
LEVEE
TOE
TOE
CROWN
TOE
TOE
LEVEE
LEVEE
LEVEE
TRAILER
C-102
P L
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N D P
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W E
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E -1
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X X
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M -1
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W E
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A N
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E V
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F L
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E R A
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A R
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D a v id L .W a ll a c e P .E
Y U
C A
T A
N T
O L
A K
E B
R U
IN
L
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IS
IA
N A
L E
V E
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N L
A R
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N T A
N D B
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S E
A p ri l
A p ri l
L
L
B
B
T
B
T
B
T
B
T
BB
BB
T
BB
BB
T
T
T
S
N
N
N
N
N
N
E 2
E 2
E 2
N
N
N
N
N
N
E 2
E 2
E 2
E 2
0'
0'
0'
5'
0'
5'
P I- A
NOT G
OVERNMENT R
/W
R/W LIMIT
GROUTED RELIEF WELLS
RELIEF WELLS
0'
(SEE DWG. C-305)
24" CMP CULVERTS TO BE INSTALLED.
(SEE DWG. C-304)
DITCH 1 TO BE CONSTRUCTED.
RAMPS TO BE RECONSTRUCTED
RAMP TO BE RECONSTRUCTED
RAMP TO BE RECONSTRUCTED
FEETFEET
S T
A . 5
103.9
102.8
GROSS CONSTRUCTION GRADE
NET GRADE
TOP OF EXISTING LEVEE
S T
A
102.6
RIVERSIDE TOE OF EXISTING LEVEE
LANDSIDE TOE OF EXISTING LEVEE
LOWER END OF ITEM 398-R, PHASE 1
STA. 5728+50
103.7
S T
A
LANDSIDE BERM CONTROL
STA. TO STA.
TABULATION
250'5704+00 - 5728+50
NO BERM REQUIRED
78.0
STA. TO STA.
TABULATION
RIVERSIDE BERM CONTROL
5590+00 - 5606+00 5590+00 - 5704+00
5606+00 - 5627+00 140' 80.0
NO BERM REQUIRED
5627+00 - 5647+00
5647+00 - 5667+00
NO BERM REQUIRED
125'
180'
82.0
78.0
5667+00 - 5728+50
DISTANCE ELEVATION SLOPE
1 ON 40
DISTANCE ELEVATION SLOPE
1 ON 40
1 ON 40
1 ON 40
DISTANCE (SEE RIVERSIDE BERM TABULATION)
DISTANCE (SEE RIVERSIDE BERM TABULATION)
15'
15'
16'
16'
10'
10'
C.L. OFFSET
C.L. OFFSET
(VARIES)
(VARIES)
L E
V E
E D
R A
IN
A G
E S
E C
T
IO
N
E C D
IV
IS
IO
N
1 ON 6.5 CONTROL SLOPE
SEMICOMPACTED FILL
1 ON 3.5
ROADWAY ADDITION
CENTERLINE LEVEE ENLARGEMENT
EXISTING LEVEE
1 ON 4
AT 0.49 TONS PER FOOT
CRUSHED STONE SURFACING PLACED
EXISTING GROUND SURFACE
SEMICOMPACTED FILL
SETTLEMENT PLATE
CONSTRUCT 1V 0N 4H END SLOPE AT BERM ENDS.
NOTE:
CONSTRUCT 1V 0N 4H END SLOPE AT BERM ENDS.
NOTE:
ELEVATION (SEE RIVERSIDE BERM TABULATION)
1 ON 40
1 ON 4
EXISTING GROUND SURFACE
1 ON 6.5 CONTROL SLOPE
SEMICOMPACTED FILL
EXISTING LEVEE
ROADWAY ADDITION
CENTERLINE LEVEE ENLARGEMENT
EXISTING LEVEE
AT 0.49 TONS PER FOOT
CRUSHED STONE SURFACING PLACED
1 ON 4
UNCOMPACTED FILL
BERM
EXISTING GROUND SURFACE
SEMICOMPACTED FILL
SETTLEMENT PLATE
ELEVATION (SEE RIVERSIDE BERM TABULATION)
1 ON 40
1 ON 4
1 ON 40
78.0
250'
EXISTING GROUND SURFACE
1 O N 4
CONSTRUCTION, SUBPARAGRAPH 3.2.1.1 GENERAL.
SECTION 31 24 00.00 09 EMBANKMENT, PARAGRAPH 3.2 EMBANKMENT
THE EXISTING EMBANKMENT IN ACCORDANCE WITH SPECIFICATION
3. SEMICOMPACTED FILL MATERIAL SHALL BE BENCHED INTO
CONSTRUCTION BORROW AREA NO. 2.
CONSTRUCTED OF MATERIAL FROM CONSTRUCTION BORROW AREA NO.1 AND/OR
2. REQUIRED EMBANKMENTS BETWEEN STA. 5655+25 AND STA. 5728+50 MAY BE
SHALL BE CONSTRUCTED OF MATERIAL FROM CONSTRUCTION BORROW AREA NO. 1.
1. ALL REQUIRED EMBANKMENTS BETWEEN STA. 5590+00 AND STA. 5655+25
NOTES:
T Y
P
IC
A L C
R O
S S S
E C
T
IO
N S L
E V
E E E
N L
A R
G E
M E
N T B
E R
M S
C-301
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P
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C -3
.d g n
S O
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A T
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N N
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D W
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C K
D B
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D E
S
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D B
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D E
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C A
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R W
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W E
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X X
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N T A
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E
M
-R P
H A
S E
A p ri l
A p ri l
GROSS CONSTRUCTION GRADE SHOWN ON PROFILE
NET GRADE SHOWN ON PROFILE
NET GRADE SHOWN ON PROFILE
SLOPE TO TIE TO LANDSIDE CROWN OF EXISTING LEVEE (NOT STEEPER THAN 1V ON 3H)
GROSS CONSTRUCTION GRADE SHOWN ON PROFILE
RIVERSIDE LANDSIDE
RIVERSIDE LANDSIDE
EXISTING LEVEE
CENTERLINE LEVEE ENLARGEMENT
CENTER OF PLATE
5'
SETTLEMENT PLATE DETAIL
RIVERSIDE
EXISTING LEVEE
TYPICAL CROSS SECTION
TYPICAL CROSS SECTION
TYPICAL CROSS SECTION
SCALE: 1 IN. = 20 FT.
SCALE: 1 IN. = 20 FT.
SCALE: 1 IN. = 20 FT.
NET SECTION
EXISTING BASELINE
GROSS (PAY) SECTION
VARIABLE SLOPE
RIVERSIDE LEVEE ENLARGEMENT
TYPICAL CROSS SECTION
SCALE: 1 IN. = 20 FT.
STA. 5590+00 TO STA. 5600+20
NET SECTION
EXISTING BASELINE
GROSS (PAY) SECTION
VARIABLE SLOPE
RIVERSIDE LEVEE ENLARGEMENT
LANDSIDE BERM
STA. 5704+00 TO STA. 5728+50
TYPICAL CROSS SECTION
SCALE: 1 IN. = 20 FT.
STA. 5600+20 TO STA. 5602+67
STA. 5602+67 TO STA. 5656+75
STA. 5658+85 TO STA. 5662+55
STA. 5717+72 TO STA. 5721+00
STA. 5656+75 TO STA. 5658+85
STA. 5662+55 TO STA.
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