A22_Drawings_W912EE20B0001.PDF
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- Solicitation number
- W912EE20B0001
About this file
This federal solicitation document describes a project to stabilize riverbanks and set back an existing levee on the Loggy Bayou in Red River Parish, Louisiana. Work includes clearing, grubbing, stone bank paving, stone toe dikes, engineering fabric, backfill, and environmental protection features. Plans and specifications are available electronically with a bid opening date of November 21, 2019. This procurement is set aside for small businesses and issued under NAICS 237990 for a firm fixed-price contract valued between $1-5 million.
Drawings
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Other files
| File | Type | Posted |
|---|---|---|
| B01_Abstract_W912EE20B0001_Red River Mile 194.pdf | ||
| A22_Solicitation_W912EE20B0001.pdf | ||
| A24_Safety_and_Health_Requirments.pdf |
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SHREVEPORT, LA 28 MI
EAST POINT, LA 1.7 MI
EXISTING ROAD
30' ACCESS ALONG
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
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A N
S I
D
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
of Engineers
US Army Corps
L E
V E
E D
R A
IN
A G
E S
E C
T
IO
N
D .W
A L L
A C
E
L .B
R O
W N
L .B
R O
W N
C .B
A N
K S
T O
N
C O
V E
R S
H E
E T
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
G-001
T B
D
TBD
VICKSBURG DISTRICT
RED RIVER PARISH
HWY 515
N
LOGGY BAYOU
PROJECT LOCATION
R E D R
IV
E R
F
LO
W
E A
S T P
O
IN
T L
E V
E E S
Y S
T E
M
R
IV
E R M
IL
E
R E
D R
IV
E R B
E L
O W D
E N
IS
O N D
A M
R E
D R
IV
E R P
A R
IS
H L
O U
IS
IA
N A
EAST POINT LEVEE SYSTEM, RIVER MILE 194
RED RIVER BELOW DENISON DAM
RED RIVER PARISH, LOUISIANA
E A
S T P
O
IN
T L
E V
E E S
E T
B A
C K A
N D B
A N
K S
T A
B
IL
IZ
A T
IO
N
EAST POINT LEVEE SETBACK AND BANK STABILIZATION
F L O
W
AS ADVERTISE
W E
E -2
-B -0
W921EE-20-B-0001
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
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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
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
E
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 e 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
10FIGURES TO LEFT OF BORING UNDER COLUMN "W OR D "
ASTM D 2487, (2017) Classification of Soils for Engineering Purposes.
4. The detailed explanation of the Unified Soil Classification System is presented in
GENERAL NOTES
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S
.W
A L L
A C
E
B-001
L .B
R O
W N
L .B
R O
W N
C .B
A N
K S
T O
N
W E
E -2
-B -0
T B
D
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
L E
V E
E D
R A
IN
A G
E S
E C
T
IO
N
V
IC
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B U
R G D
IS
T R
IC
T
S O
IL
B
O R
IN
G L
E G
E N
D
E A
S T P
O
IN
T L
E V
E E S
Y S
T E
M
R
IV
E R M
IL
E
R E
D R
IV
E R B
E L
O W D
E N
IS
O N D
A M
E A
S T P
O
IN
T L
E V
E E S
E T
B A
C K A
N D B
A N
K S
T A
B
IL
IZ
A T
IO
N
R E
D R
IV
E R P
A R
IS
H L
O U
IS
IA
N
AS ADVERTISE
R/W= APPROX. WATER'S EDGE
R1
R2
R3
R4
R5
R6
R7
T1
T2
T3
R8
R9/T4
R10
R11 R12
EXISTING ROAD
30' ACCESS ALONG
R13
R14
R15
R16
R17
R18
R19
R/W= APPROX. WATER'S EDGE
TEMPORARY STAGING YARD
SURVEY BASELINE
L A H
W Y
T14N-R10W-SEC.18
T14N-R10W-SEC.19T14N-R11W-SEC.14
T14N-R11W-SEC.13
RED RIVER PARISH, LOUISIANA
EP-1-17U
EP-2-17U
EP-3-17U
EP-4-17U
EP-5-17U
EP-6-17U
EP-7-17U
F L O
W
NLLDEPLMS-18C
NLLDEPLMS-18A
NLLDEP-18
NLLDEPLMS-17C
NLLDEPLMS-17B
NLLDEP-17
NLLDEP-16
NLLDEPLMS-15E
NLLDEPLMS-15D
NLLDEPLMS-15C
NLLDEPLMS-15A
NLLDEP-11P
NLLDEPLMS-11N
NLLDEPLMS-11M
NLLDEPLMS-11L
NLLDEP-15B
IR LB1
L O
G G
Y
B A
Y O
U
NLLDEP-15
NLLDEPLMS-11O
NLLDEPLMS-16B
NLLDEPLMS-17D
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
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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
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LEGEND
AERIAL IMAGE DATE: 3-20-182.
VERTICAL DATUM: NAVD 88 1.
NOTES
BORING LOCATION
RIGHT OF WAY LIMITS
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A L L
A C
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B-101
L .B
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L .B
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W N
C .B
A N
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T O
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W E
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-B -0
T B
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N
V
IC
K S
B U
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IS
T R
IC
T
A1
SCALE: 1" = 200' 400'0 200'
N
BORING LAYOUT
B O
R
IN
G L
A Y
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T
E A
S T P
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IN
T L
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SHEET ID
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US Army Corps
U .S
A R
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ML
CL-ML
CH
CL-ML
CH
CL
ML
SM
ML
SP-SM
SP
SM
FW
FW
FW
(3)
(6)
(37)
(80)
(85)
(32)
(29)
R
BR
St
UNTRIMMABLE
St
St,TSF=0.525
CC
SIS,vSt
M
-200=42% FINER
S
-200=10.0% FINER
F
M,F,LG
-200=18.9% FINER
12-05-2017
1O D
LONG. 93.44174
LAT. 32.19317
LL W
EPL-1-17U
147.005G.S.E.PL
ML
CH
CL
R
M,TSF=0.345
SIS,M,TSF=0.320
St
12-12-2017
1O D
LONG. 93.44437
LAT. 32.19299
LL W
EPL-2-17U
150.073G.S.E.PL
ML
R
NON-PLASTIC
RT
NON-PLASTIC
NON-PLASTIC
12-12-2017
1O D
LONG. 93.44434
LAT. 32.19299
LL W
EPL-3-17U
144.38G.S.E.PL
ML
SM
SP-SM
FW
FW
(22)
(14)
(46)
(54)
(51)
R
BR
NON-PLASTIC
CS
-200=15.5% FINER
-200=8.0% FINER
12-12-2017
1O D
LONG. 93.44518
LAT. 32.199424
LL W
EPL-4-17U
143.782G.S.E.PL
CL
ML
CL
ML
R
SIS
SIS
S,NON-PLASTIC
12-18-2017
1O D
LONG. 93.44552
LAT. 32.1955
LL W
EPL-5-17U
143.572G.S.E.PL
CL
ML
FW
R
29 SIS
NON-PLASTIC
NON-PLASTIC
S
12-18-2017
1O D
LONG. 93.44421
LAT. 32.19655
LL W
EPL-6-17U
144.194G.S.E.PL
CL
ML
CL
ML
SM
ML
FW
(0)
(10)
(36)
(56)
(23)
(41)
(28)
R
BR
R
RT
NON-PLASTIC
SIS
SIS
S
CS,S
-200=10.0% FINER
S
12-13-2017
1O D
LONG. 93.44412
LAT. 32.14657
LL W
EPL-7-17U
150.566G.S.E.PL
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
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A L L
A C
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B-201
L .B
R O
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L .B
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C .B
A N
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T O
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-B -0
T B
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A N
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R E
D R
IV
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A R
IS
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IS
IA
N A
AS ADVERTISE
B O
R
IN
G P
R O
F
IL
LEVEE TOE
EXISTING
CENTERLINE
EXISTING LEVEE
WITH DIG IN (TYP.)
STONE TIEBACK
LONGITUDINAL PEAKED STONE TOE DIKE
CENTERLINE OF 10 TONS/FOOT (TYP.)
PEAKED STONE TOE DIKE
PROPOSED 10 TONS/FOOT (TYP.)
BANK
TOP OF
EDGE
WATER
RW = APPROX. WATER'S EDGE
EXISTING ROAD
30 ' ACCESS ALONG
RW = APPROX. WATER'S EDGE
HIGH FLOOD WATER EVENT
ROAD WAS ADDED DURING 2016
TEMPORARY STAGING YARD
SURVEY BASELINE
EAST POINT
NLLDEPLMS-17B
NLLDEP-17
NLLDEPLMS-16B
NLLDEP-16 NLLDEPLMS-15E
NLLDEPLMS-15D
NLLDEPLMS-15C NLLDEP-15B NLLDEPLMS-15A
NLLDEP-15
NLLDEP-11P
IR LB1
NLLDEPLMS-11L
NLLDEPLMS-11M
NLLDEPLMS-11N
NLLDEPLMS-11O
SEE NOTES ON THIS SHEET
RESTRICTED WORK AREA
EXISTING LEVEE
POWER POLE
FABRIC BENEATH IT
WITH ENGINEERING
BETWEEN STA. 2+00 & STA. 4+00
STONE BANK PAVING
3 FOOT THICK
LOGGY BAYOU
F L O
W
1+
AZ 1
°2 9'5
2.0 1"
ST #
2+
6°1
1'1 3.4
1"
ST #
3+0
°30 '02 .99
ST # 3
4+00
126° 42'35
.72"
5+00
112°46'13.34"
6+0095°12'15.24"
7+
°3 3' .2 8"
°4 '2 .3
°3
'1 .7
°2
'5
.6
°2
'5
.6
°1
'5
.1
'5
.9
°5
'0
.1
°2
'0 .3
°5 '3 .2
°0 '5 .2
+0
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+0
1° '0 4.
+0
7° '57 .5 5"
+0
7° '57 .5 5"
+0
7° '57 .5 5"
+0
7° '57 .5 5"
ST # 4
ST # 5
ST
S T
S T
S T
S T
S T
ST
ST
ST
ST
ST
# 2
ST
#2
S T
S T
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S T
S T
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S
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T B
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SCALE: 1" = 100' 100' 200'0
N
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T14N-R10W-SEC.18
T14N-R10W-SEC.19
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STONE TOE DIKE AND BANK PAVING PLAN VIEW
LOWER LIMIT
STA. 24+00
UPPER LIMIT
STA. 1+00
SEE NOTES ON THIS SHEET
RESTRICTED WORK AREA
PRIOR TO CONSTRUCTION
FOR LOCATING AND MARKING UTILITIES
THE CONTRACTOR IS RESPONSIBLE
NOTE:
POWER POLE
AS ADVERTISE
THE RUBBER TIRED BACKHOE
SHALL BE COMPACTED IN 12 INCH LIFTS UTILIZING THE BUCKETS ON
BACKFILL ON ST#1 STONE TOE DIKE EXCEPT AT ST #1 IN THIS AREA.
PLACE ROCK FOR THE TIEBACKS OR LONGITUDINAL PEAKED
NO LAND BASED EQUIPMENT WILL BE ALLOWED TO DELIVER OR
5. ALL STONE PLACEMENT SHALL BE PERFORMED FROM THE WATER.
BACKHOE LOADER IS PERMITTED IN THIS AREA.
4. NO LAND BASED EQUIPMENT OTHER THAN A RUBBER TIRED
ELIMINATE EXCAVATION.
3. ST #2, ST #3, AND ST #4 ARE DIFFERENT TIEBACKS DESIGNED TO
AVAILABILITY.
ARCHAEOLOGIST 48 HOURS IN ADVANCE TO ENSURE PERSONNEL
BE PRESENT, CONTRACTOR SHALL COORDINATE ALL WORK WITH
2. DURING ALL WORK WITHIN THE RESTRICTED AREA, ARCHAEOLOGIST MUST
NO GRUBBING ALLOWED EXCEPT AT ST #1.
1. ALL CLEARING IN ST # 2, ST #3, AND ST #4 AREA TO BE PERFORMED BY HAND.
RESTRICTED AREA NOTES:
S O
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SHEET ID
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U .S
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NLLDEPLMS-15E
NLLDEP-16
NLLDEPLMS-17B
NLLDEP-17
NLLDEPLMS-16B
NLLDEPLMS-15D
NLLDEPLMS-15C
NLLDEP-15B
NLLDEPLMS-15A
NLLDEP-15
NLLDEP-11P
IR LB1
NLLDEPLMS-11O
NLLDEPLMS-11N
NLLDEPLMS-11M
SURVEY BASELINE
EAST POINT
RW = APPROX. WATER'S EDGEEXISTING LEVEE TOE
CENTERLINE
EXISTING LEVEE
LEVEE SETBACK
PROPOSED NEW
LEVEE TOE
PROPOSED NEW
LEVEE CENTERLINE
PROPOSED NEW
LEVEE CROWN
PROPOSED NEW
TEMPORARY STAGING YARD
EDGE
WATER'S
BANK
TOP OF
EXISTING ROAD
30' ACCESS ALONG
HIGH FLOOD WATER EVENT
ROAD WAS ADDED DURING 2016
EXISTING LEVEE
POWER POLE
135+00 B/L
140+00 B/L
B /L
B /L
5+
B /L
0+
B /L
B /L
STA. 130+2
PI
STA. 132+09
PI
STA. 133+06
PI
STA. 134+30
PI
STA. 139+34
PI
STA.
0+
PI
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C /L
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LA HWY 515
T14N-R10W-SEC.19
L O
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LOWER LIMIT
STA. 165+00
STA. 146+20
UPPER LIMIT S
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U .S
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ELEV 150.80
ELEV 150.50 ELEV 150.50
ELEV 150.80
165165
165165
146+00 148+00 150+00 152+00 154+00 156+00 158+00 160+00 162+00 164+00 166+00
ELEV 150.80 ELEV 150.80
PVI 156+00.00
ELEV 149.96
PVI 156+50.00
ELEV 150.50 ELEV 150.50
PVI 146+50.00
PVI 156+00.00
ELEV 150.28
PVI 158+00.00
ELEV 150.80
PVI 158+30.00
ELEV 150.80
PVI 164+80.00
ELEV 149.04
PVI 165+30.00
ELEV 150.58 ELEV 150.58
PVI 158+30.00 PVI 164+80.00
STATIONING ALONG NEW LEVEE CENTERLINE
GROSS GRADE
NET GRADE NET GRADE
GROSS GRADE
EXISTING GROUND
ELEV 150.11
PVI 146+80.00
PVI 146+80.00
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31 24 00.00 09 EMBANKMENT PAR. 3.2.1.1
TIE IN, REFERENCE SECTION
INTO THE EXISTING HIGH GROUND
3.NEW LEVEE FILL TO BE BENCHED
PLANE COODRINATE SYSTEM
HARN, LOUISIANA NORTH STATE
2.HORIZONTAL DATUM IS NAD83
1.VERTICAL DATUM N.A.V.D. 88
NOTES:
C1
SCALE: 1" = 100' 100' 200'0
N
SETBACK PLAN VIEW
TOP OF BANK
LEVEE CENTERLINE
BASELINE
EAST POINT SURVEY
LEVEE TOE
RIGHT OF WAY
C1 LEGEND:
PRIOR TO CONSTRUCTION
FOR LOCATING AND MARKING UTILITIES
THE CONTRACTOR IS RESPONSIBLE
NOTE:
POWER POLE
AS ADVERTISE
OF THE TEMPORARY RIGHT OF WAY.
THE TEMPORARY STAGING YARD IS APART
NOTE:
L
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LEGEND
LONGITUDINAL PEAKED STONE TOE DIKE CENTERLINE
EXISTING GROUND
BEDDING STONE
"C" STONE
THE RESTRICTED WORK AREA.
TIEBACKS OR LONGITUDINAL PEAKED STONE TOE DIKE EXCEPT AT ST #1 IN
BASED EQUIPMENT WILL BE ALLOWED TO DELIVER OR PLACE ROCK FOR THE
6. ALL STONE PLACEMENT SHALL BE PERFORMED FROM THE WATER. NO LAND
WORK AREA.
FRONTEND LOADER IS PERMITTED IN THE RESTRICTED
5. NO LAND BASED EQUIPMENT OTHER THAN A RUBBER TIRED
EXCAVATION.
4. ST #2, ST #3, AND ST #4 ARE DIFFERENT TIEBACKS DESIGNED TO ELIMINATE
PERSONNEL AVAILABILITY.
WORK WITH MVK ARCHAEOLOGIST 48 HOURS IN ADVANCE TO ENSURE
ARCHAEOLOGIST MUST BE PRESENT. CONTRACTOR SHALL COORDINATE ALL
3. DURING GRUBBING AND EXCAVATION FOR DIG IN PORTION OF ST #1, MVK
NO GRUBBING ALLOWED EXCEPT AT ST #1.
2. ALL CLEARING IN ST # 2, ST #3, AND ST #4 AREA TO BE PERFORMED BY HAND.
VERTICAL DATUM: NAVD 88.1.
GENERAL NOTES
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-160-180-200-220-240-250
E L E
V A
T
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N N
A V
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0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-160-180-200-220-240-250
E L E
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N N
A V
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0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-160-180-200-220-240-250
EXISTING GROUND ST # 2
ST # 1EXISTING GROUND
STA. 2+00
STA. 1+00
STA. 0+00
EXISTING GROUND
AZ 140°29'52.01"
AZ 140°29'52.01"
AZ 136°11'13.41"
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
STONE TOE DIKE
LONGITUDINAL PEAKED
CL OF 10 TONS/FOOT
STONE TOE DIKE
LONGITUDINAL PEAKED
CL OF 10 TONS/FOOT
STONE TOE DIKE
LONGITUDINAL PEAKED
CL OF 10 TONS/FOOT
E L E
V A
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N N
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ST # 4
ST # 3
EXISTING GROUND
EXISTING GROUND
STONE TOE DIKE
LONGITUDINAL PEAKED
CL OF 10 TONS/FOOT
STONE TOE DIKE
LONGITUDINAL PEAKED
CL OF 10 TONS/FOOT
STONE TOE DIKE
LONGITUDINAL PEAKED
CL OF 10 TONS/FOOT
PAVING "C" STONE
3 FOOT STONE BANK
9 INCH OF BEDDING STONE
STONE "C" - STONE FILL
1V ON 3H GRADED
ENGINEERING FABRIC/ GEOTEXTILE
STONE FILL TO GRADE. ENGINEERING FABRIC ABOVE ELEVATION 118.0.
ENGINEERING FABRIC, 9" BEDDING STONE, 3' STONE BANK PAVING,
SHALL PROCEED AS FOLLOWS: LONGITUDINAL PEAKED STONE TOE DIKE,
CROSS-SECTION EXTENDS FROM +/- STA. 2+60 TO +/- STA. 3+80. 9". WORK
NOTE: MINIMUM 1V ON 3H STONE PLACEMENT SHOWN ON THIS
BACKFILL
ANCHOR TRENCH
S O
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R S
LEGEND
LONGITUDINAL PEAKED STONE TOE DIKE CENTERLINE
EXISTING GROUND
BEDDING STONE
"C" STONE
THE RESTRICTED WORK AREA.
TIEBACKS OR LONGITUDINAL PEAKED STONE TOE DIKE EXCEPT AT ST #1 IN
BASED EQUIPMENT WILL BE ALLOWED TO DELIVER OR PLACE ROCK FOR THE
6. ALL STONE PLACEMENT SHALL BE PERFORMED FROM THE WATER. NO LAND
WORK AREA.
FRONTEND LOADER IS PERMITTED IN THE RESTRICTED
5. NO LAND BASED EQUIPMENT OTHER THAN A RUBBER TIRED
EXCAVATION.
4. ST #2, ST #3, AND ST #4 ARE DIFFERENT TIEBACKS DESIGNED TO ELIMINATE
PERSONNEL AVAILABILITY.
WORK WITH MVK ARCHAEOLOGIST 48 HOURS IN ADVANCE TO ENSURE
ARCHAEOLOGIST MUST BE PRESENT. CONTRACTOR SHALL COORDINATE ALL
3. DURING GRUBBING AND EXCAVATION FOR DIG IN PORTION OF ST #1, MVK
NO GRUBBING ALLOWED EXCEPT AT ST #1.
2. ALL CLEARING IN ST # 2, ST #3, AND ST #4 AREA TO BE PERFORMED BY HAND.
VERTICAL DATUM: NAVD 88.1.
GENERAL NOTES
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-160-180-200-220-240-250
E L E
V A
T
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N N
A V
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0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-160-180-200-220-240-250
E L E
V A
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IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-160-180-200-220-240-250
STA. 5+00
STA. 4+00
STA. 3+00
AZ 133°30'02.99"
AZ 126°42'35.72"
AZ 112°46'13.34"
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
E L E
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C-302
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ST # 7EXISTING GROUND
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STONE TOE DIKE
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LONGITUDINAL PEAKED STONE TOE DIKE CENTERLINE
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THE RESTRICTED WORK AREA.
TIEBACKS OR LONGITUDINAL PEAKED STONE TOE DIKE EXCEPT AT ST #1 IN
BASED EQUIPMENT WILL BE ALLOWED TO DELIVER OR PLACE ROCK FOR THE
6. ALL STONE PLACEMENT SHALL BE PERFORMED FROM THE WATER. NO LAND
WORK AREA.
FRONTEND LOADER IS PERMITTED IN THE RESTRICTED
5. NO LAND BASED EQUIPMENT OTHER THAN A RUBBER TIRED
EXCAVATION.
4. ST #2, ST #3, AND ST #4 ARE DIFFERENT TIEBACKS DESIGNED TO ELIMINATE
PERSONNEL AVAILABILITY.
WORK WITH MVK ARCHAEOLOGIST 48 HOURS IN ADVANCE TO ENSURE
ARCHAEOLOGIST MUST BE PRESENT. CONTRACTOR SHALL COORDINATE ALL
3. DURING GRUBBING AND EXCAVATION FOR DIG IN PORTION OF ST #1, MVK
NO GRUBBING ALLOWED EXCEPT AT ST #1.
2. ALL CLEARING IN ST # 2, ST #3, AND ST #4 AREA TO BE PERFORMED BY HAND.
VERTICAL DATUM: NAVD 88.1.
GENERAL NOTES
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-160-180-200-220-240-250
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-160-180-200-220-240-250
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-160-180-200-220-240-250
STA. 6+00
STA. 7+00
STA. 8+00
AZ 95°12'15.24"
AZ 77°33'37.28"
AZ 246°48'20.34"
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
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S
A L L
A C
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C-303
L .B
R O
W N
L .B
R O
W N
C .B
A N
K S
T O
N
W E
E -2
-B -0
T B
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T L
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B A
C K A
N D B
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T A
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IL
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A T
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N A
S T
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S
T O
N E T
O E D
IK
E A
N D B
A N
K P
A V
IN
ST # 8
EXISTING GROUND
EXISTING GROUND
ST # 10
STONE TOE DIKE
LONGITUDINAL PEAKED
CL OF 10 TONS/FOOT
STONE TOE DIKE
LONGITUDINAL PEAKED
CL OF 10 TONS/FOOT
STONE TOE DIKE
LONGITUDINAL PEAKED
CL OF 10 TONS/FOOT
ST # 9
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
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D E
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IP
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D A
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C O
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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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B
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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
LEGEND
LONGITUDINAL PEAKED STONE TOE DIKE CENTERLINE
EXISTING GROUND
BEDDING STONE
"C" STONE
THE RESTRICTED WORK AREA.
TIEBACKS OR LONGITUDINAL PEAKED STONE TOE DIKE EXCEPT AT ST #1 IN
BASED EQUIPMENT WILL BE ALLOWED TO DELIVER OR PLACE ROCK FOR THE
6. ALL STONE PLACEMENT SHALL BE PERFORMED FROM THE WATER. NO LAND
WORK AREA.
FRONTEND LOADER IS PERMITTED IN THE RESTRICTED
5. NO LAND BASED EQUIPMENT OTHER THAN A RUBBER TIRED
EXCAVATION.
4. ST #2, ST #3, AND ST #4 ARE DIFFERENT TIEBACKS DESIGNED TO ELIMINATE
PERSONNEL AVAILABILITY.
WORK WITH MVK ARCHAEOLOGIST 48 HOURS IN ADVANCE TO ENSURE
ARCHAEOLOGIST MUST BE PRESENT. CONTRACTOR SHALL COORDINATE ALL
3. DURING GRUBBING AND EXCAVATION FOR DIG IN PORTION OF ST #1, MVK
NO GRUBBING ALLOWED EXCEPT AT ST #1.
2. ALL CLEARING IN ST # 2, ST #3, AND ST #4 AREA TO BE PERFORMED BY HAND.
VERTICAL DATUM: NAVD 88.1.
GENERAL NOTES
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-160-180-200-220-240-250
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-160-180-200-220-240-250
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-160-180-200-220-240-250
STA. 9+00
STA. 10+00
STA. 11+00
AZ 54°33'11.72"
AZ 218°24'56.61"
AZ 218°24'56.61"
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
B .L
B .L
B .L
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A L L
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C-304
L .B
R O
W N
L .B
R O
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C .B
A N
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T O
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-B -0
T B
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B
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2 3 4 5 6 7 8 9 10
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®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
LEGEND
LONGITUDINAL PEAKED STONE TOE DIKE CENTERLINE
EXISTING GROUND
BEDDING STONE
"C" STONE
THE RESTRICTED WORK AREA.
TIEBACKS OR LONGITUDINAL PEAKED STONE TOE DIKE EXCEPT AT ST #1 IN
BASED EQUIPMENT WILL BE ALLOWED TO DELIVER OR PLACE ROCK FOR THE
6. ALL STONE PLACEMENT SHALL BE PERFORMED FROM THE WATER. NO LAND
WORK AREA.
FRONTEND LOADER IS PERMITTED IN THE RESTRICTED
5. NO LAND BASED EQUIPMENT OTHER THAN A RUBBER TIRED
EXCAVATION.
4. ST #2, ST #3, AND ST #4 ARE DIFFERENT TIEBACKS DESIGNED TO ELIMINATE
PERSONNEL AVAILABILITY.
WORK WITH MVK ARCHAEOLOGIST 48 HOURS IN ADVANCE TO ENSURE
ARCHAEOLOGIST MUST BE PRESENT. CONTRACTOR SHALL COORDINATE ALL
3. DURING GRUBBING AND EXCAVATION FOR DIG IN PORTION OF ST #1, MVK
NO GRUBBING ALLOWED EXCEPT AT ST #1.
2. ALL CLEARING IN ST # 2, ST #3, AND ST #4 AREA TO BE PERFORMED BY HAND.
VERTICAL DATUM: NAVD 88.1.
GENERAL NOTES
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-160-180-200-220-240-250
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-160-180-200-220-240-250
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-160-180-200-220-240-250
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
STA. 12+00
ST # 11
STA. 13+00
ST # 12
STA. 14+00
AZ 213°11'59.11"
AZ 204°19'50.98"
AZ 188°57'09.16"
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
STONE TOE DIKE
LONGITUDINAL PEAKED
CL OF 10 TONS/FOOT
STONE TOE DIKE
LONGITUDINAL PEAKED
CL OF 10 TONS/FOOT
STONE TOE DIKE
LONGITUDINAL PEAKED
CL OF 10 TONS/FOOT
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
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E L E
V A
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IO
N N
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B .L
B .L
B .L
1V:2H SLOPE
ST # 13
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A L L
A C
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C-305
L .B
R O
W N
L .B
R O
W N
C .B
A N
K S
T O
N
W E
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-B -0
T B
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U .S
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N G
IN
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R S
LEGEND
LONGITUDINAL PEAKED STONE TOE DIKE CENTERLINE
EXISTING GROUND
BEDDING STONE
"C" STONE
THE RESTRICTED WORK AREA.
TIEBACKS OR LONGITUDINAL PEAKED STONE TOE DIKE EXCEPT AT ST #1 IN
BASED EQUIPMENT WILL BE ALLOWED TO DELIVER OR PLACE ROCK FOR THE
6. ALL STONE PLACEMENT SHALL BE PERFORMED FROM THE WATER. NO LAND
WORK AREA.
FRONTEND LOADER IS PERMITTED IN THE RESTRICTED
5. NO LAND BASED EQUIPMENT OTHER THAN A RUBBER TIRED
EXCAVATION.
4. ST #2, ST #3, AND ST #4 ARE DIFFERENT TIEBACKS DESIGNED TO ELIMINATE
PERSONNEL AVAILABILITY.
WORK WITH MVK ARCHAEOLOGIST 48 HOURS IN ADVANCE TO ENSURE
ARCHAEOLOGIST MUST BE PRESENT. CONTRACTOR SHALL COORDINATE ALL
3. DURING GRUBBING AND EXCAVATION FOR DIG IN PORTION OF ST #1, MVK
NO GRUBBING ALLOWED EXCEPT AT ST #1.
2. ALL CLEARING IN ST # 2, ST #3, AND ST #4 AREA TO BE PERFORMED BY HAND.
VERTICAL DATUM: NAVD 88.1.
GENERAL NOTES
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-160-180-200-220-240-250
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-160-180-200-220-240-250
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-160-180-200-220-240-250
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
STA. 15+00
ST # 14
STA. 17+00
STA. 16+00
ST # 15
ST # 16
AZ 173°23'09.37"
AZ 160°59'36.24"
AZ 161°09'50.28"
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
STONE TOE DIKE
LONGITUDINAL PEAKED
CL OF 10 TONS/FOOT
STONE TOE DIKE
LONGITUDINAL PEAKED
CL OF 10 TONS/FOOT
STONE TOE DIKE
LONGITUDINAL PEAKED
CL OF 10 TONS/FOOT
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
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E L E
V A
T
IO
N N
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B .L
B .L
B .L
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S
A L L
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C-306
L .B
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L .B
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C .B
A N
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T O
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-B -0
T B
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EXISTING GROUND
ST # 17
ST # 19
STONE TOE DIKE
LONGITUDINAL PEAKED
CL OF 10 TONS/FOOT
STONE TOE DIKE
LONGITUDINAL PEAKED
CL OF 10 TONS/FOOT
STONE TOE DIKE
LONGITUDINAL PEAKED
CL OF 10 TONS/FOOT
1V:2H SLOPE
ST # 18
S O
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N G
IN
E E
R S
LEGEND
LONGITUDINAL PEAKED STONE TOE DIKE CENTERLINE
EXISTING GROUND
BEDDING STONE
"C" STONE
THE RESTRICTED WORK AREA.
TIEBACKS OR LONGITUDINAL PEAKED STONE TOE DIKE EXCEPT AT ST #1 IN
BASED EQUIPMENT WILL BE ALLOWED TO DELIVER OR PLACE ROCK FOR THE
6. ALL STONE PLACEMENT SHALL BE PERFORMED FROM THE WATER. NO LAND
WORK AREA.
FRONTEND LOADER IS PERMITTED IN THE RESTRICTED
5. NO LAND BASED EQUIPMENT OTHER THAN A RUBBER TIRED
EXCAVATION.
4. ST #2, ST #3, AND ST #4 ARE DIFFERENT TIEBACKS DESIGNED TO ELIMINATE
PERSONNEL AVAILABILITY.
WORK WITH MVK ARCHAEOLOGIST 48 HOURS IN ADVANCE TO ENSURE
ARCHAEOLOGIST MUST BE PRESENT. CONTRACTOR SHALL COORDINATE ALL
3. DURING GRUBBING AND EXCAVATION FOR DIG IN PORTION OF ST #1, MVK
NO GRUBBING ALLOWED EXCEPT AT ST #1.
2. ALL CLEARING IN ST # 2, ST #3, AND ST #4 AREA TO BE PERFORMED BY HAND.
VERTICAL DATUM: NAVD 88.1.
GENERAL NOTES
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-160-180-200-220-240-250
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-160-180-200-220-240-250
E L E
V A
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N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-160-180-200-220-240-250
STA. 18+00
STA. 19+00
STA. 20+00
AZ 151°12'58.19"
AZ 151°17'04.19"
AZ 147°05'57.55"
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
E L E
V A
T
IO
N N
A V
D
E L E
V A
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B .L
B .L
B .L
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S
A L L
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C-307
L .B
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L .B
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T O
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BASED EQUIPMENT WILL BE ALLOWED TO DELIVER OR PLACE ROCK FOR THE
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EXCAVATION.
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PERSONNEL AVAILABILITY.
WORK WITH MVK ARCHAEOLOGIST 48 HOURS IN ADVANCE TO ENSURE
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3. DURING GRUBBING AND EXCAVATION FOR DIG IN PORTION OF ST #1, MVK
NO GRUBBING ALLOWED EXCEPT AT ST #1.
2. ALL CLEARING IN ST # 2, ST #3, AND ST #4 AREA TO BE PERFORMED BY HAND.
VERTICAL DATUM: NAVD 88.1.
GENERAL NOTES
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-160-180-200-220-240-250
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EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
STA. 21+00
STA. 22+00
STA. 23+00
ST # 20
ST # 22
AZ 147°05'57.55"
AZ 147°05'57.55"
AZ 147°05'57.55"
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
STONE TOE DIKE
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BASED EQUIPMENT WILL BE ALLOWED TO DELIVER OR PLACE ROCK FOR THE
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5. NO LAND BASED EQUIPMENT OTHER THAN A RUBBER TIRED
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PERSONNEL AVAILABILITY.
WORK WITH MVK ARCHAEOLOGIST 48 HOURS IN ADVANCE TO ENSURE
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3. DURING GRUBBING AND EXCAVATION FOR DIG IN PORTION OF ST #1, MVK
NO GRUBBING ALLOWED EXCEPT AT ST #1.
2. ALL CLEARING IN ST # 2, ST #3, AND ST #4 AREA TO BE PERFORMED BY HAND.
VERTICAL DATUM: NAVD 88.1.
GENERAL NOTES
E L E
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EXISTING GROUND
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ST # 23
STA. 24+00
STA. 24+03
AZ 146°02'26.53"
AZ 146°02'26.53"
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
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4. ALL UNITS ARE U.S. SURVEY FOOT.
3. ELEVATIONS ARE N.A.V.D. 88 VERTICAL DATUM.
2. SECTIONS CUT LOOKING DOWNSTREAM ALONG NEW LEVEE CENTERLINE.
BY THE COR MUST BE OBTAINED IN WRITING.
ELEVATION AT LOCK AND DAM NO. 5 MUST BE AT 130 FT OR LESS, AND APPROVAL
1. BEFORE DEGRADING ACTIVITIES CAN COMMENCE, THE LOWER POOL
NOTES
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3. ELEVATIONS ARE N.A.V.D. 88 VERTICAL DATUM.
2. SECTIONS CUT LOOKING DOWNSTREAM ALONG NEW LEVEE CENTERLINE.
BY THE COR MUST BE OBTAINED IN WRITING.
ELEVATION AT LOCK AND DAM NO. 5 MUST BE AT 130 FT OR LESS, AND APPROVAL
1. BEFORE DEGRADING ACTIVITIES CAN COMMENCE, THE LOWER POOL
NOTES
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3. ELEVATIONS ARE N.A.V.D. 88 VERTICAL DATUM.
2. SECTIONS CUT LOOKING DOWNSTREAM ALONG NEW LEVEE CENTERLINE.
BY THE COR MUST BE OBTAINED IN WRITING.
ELEVATION AT LOCK AND DAM NO. 5 MUST BE AT 130 FT OR LESS, AND APPROVAL
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NOTES
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3. ELEVATIONS ARE N.A.V.D. 88 VERTICAL DATUM.
2. SECTIONS CUT LOOKING DOWNSTREAM ALONG NEW LEVEE CENTERLINE.
BY THE COR MUST BE OBTAINED IN WRITING.
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NOTES
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C-313
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SHEET ID
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US Army Corps
U .S
A R
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IN
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LEGEND
EXISTING LEVEE TO BE DEGRADED
EXISTING GROUND
GROSS GRADE LEVEE SECTION
NET GRADE LEVEE SECTION
4. ALL UNITS ARE U.S. SURVEY FOOT.
3. ELEVATIONS ARE N.A.V.D. 88 VERTICAL DATUM.
2. SECTIONS CUT LOOKING DOWNSTREAM ALONG NEW LEVEE CENTERLINE.
BY THE COR MUST BE OBTAINED IN WRITING.
ELEVATION AT LOCK AND DAM NO. 5 MUST BE AT 130 FT OR LESS, AND APPROVAL
1. BEFORE DEGRADING ACTIVITIES CAN COMMENCE, THE LOWER POOL
NOTES
E L E
V A
T
IO
N N
A V
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140-160-180-200-220
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140-160-180-200-220
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A V
D
STA. 160+00
STA. 159+00
STA. 158+00
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:08:11 AM 10/22/2019 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/01 - Red River Projects/RM 194 - L - East Point Levee Repair and Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/
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SHEET ID
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US Army Corps
U .S
A R
M Y C
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N G
IN
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R S
LEGEND
EXISTING LEVEE TO BE DEGRADED
EXISTING GROUND
GROSS GRADE LEVEE SECTION
NET GRADE LEVEE SECTION
4. ALL UNITS ARE U.S. SURVEY FOOT.
3. ELEVATIONS ARE N.A.V.D. 88 VERTICAL DATUM.
2. SECTIONS CUT LOOKING DOWNSTREAM ALONG NEW LEVEE CENTERLINE.
BY THE COR MUST BE OBTAINED IN WRITING.
ELEVATION AT LOCK AND DAM NO. 5 MUST BE AT 130 FT OR LESS, AND APPROVAL
1. BEFORE DEGRADING ACTIVITIES CAN COMMENCE, THE LOWER POOL
NOTES
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140-160-180-200-220
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STA. 163+00
-40
STA. 162+00
STA. 161+00
130130
130130
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:08:13 AM 10/22/2019 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/01 - Red River Projects/RM 194 - L - East Point Levee Repair and Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/
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SHEET ID
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US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
LEGEND
EXISTING LEVEE TO BE DEGRADED
EXISTING GROUND
GROSS GRADE LEVEE SECTION
NET GRADE LEVEE SECTION
4. ALL UNITS ARE U.S. SURVEY FOOT.
3. ELEVATIONS ARE N.A.V.D. 88 VERTICAL DATUM.
2. SECTIONS CUT LOOKING DOWNSTREAM ALONG NEW LEVEE CENTERLINE.
BY THE COR MUST BE OBTAINED IN WRITING.
ELEVATION AT LOCK AND DAM NO. 5 MUST BE AT 130 FT OR LESS, AND APPROVAL
1. BEFORE DEGRADING ACTIVITIES CAN COMMENCE, THE LOWER POOL
NOTES
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140-160-180-200-220
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0 20 40 60 80 100 120…
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