Drawing-Plans Vol 1- Amendment 3.pdf
PDF 14 MB Posted
- Attached to
- Below Piggott Seepage Remediation Federal contract opportunity
- Solicitation number
- W912EQ20B0003
About this file
This document provides details for a federal solicitation to perform seepage remediation work along the St. Francis River in Clay County, Arkansas. The solicitation seeks a contractor to clean out a channel of the river between two stations; construct a seepage berm along 44,060 linear feet of the west-bank levee between two levee miles; install 36,426 linear feet of interior drainage; establish turf; and provide environmental protection and any incidental related work. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Memphis with the number W912EQ20B0003.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Abstract of Bids.pdf | ||
| Solicitation Amendment-0004.pdf | ||
| Drawing-Plans Vol 2- Amendment 3.pdf | ||
| Solicitation Amendment-0003.pdf | ||
| Drawing-Plans Vol 2-Amended.pdf | ||
| Performance Specifications-Amended.pdf | ||
| Solicitation Amendment-0002.pdf | ||
| Solicitation Amendment-0001.pdf | ||
| Drawing-Plans Vol 1-Amended.pdf | ||
| Drawing-Plans -Vol 1.pdf | ||
| Solicitation.pdf | ||
| Drawing-Plans 1.pdf | ||
| Drawing-Plans 3.pdf | ||
| Drawing-Plans 2.pdf | ||
| Specifications.pdf | ||
| Solicitation.pdf |
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Text version
EL
EV
AT
IO
N
EL
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AT
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N
BASELINE STA.
RIGHT TOP BANK
LEFT TOP BANK
EXISTING DITCH BOTTOM
DESIGN GRADE
40' BOTTOM WIDTH - 1V:2.5H SIDE SLOPESBE
G
IN
C
LE
AN
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T (T
YP
0' S
EC
TI
O N
PV
I S
TA
. 5 9+
C
L
ST
A.
+0
EL
. 2
.0
BL STA. 109+00
EL. 249.69
0.014%
5.
55+00
6.
7.
8.
9.
0.
9.
60+00
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
65+00
0.
9.
0.
9.
0.
9.
0.
9.
0.
9.
70+00
0.
9.
0.
9.
0.
9.
9.
9.
9.
9.
75+00
8.
9.
8.
9.
8.
9.
9.
9.
9.
9.
80+00
0.
9.
0.
9.
1.
9.
1.
9.
1.
9.
85+00
1.
9.
1.
9.
0.
9.
0.
9.
9.
9.
90+00
8.
9.
8.
9.
1.
9.
2.
9.
2.
9.
95+00
2.
9.
2.
9.
3.
9.
3.
9.
3.
9.
100+00
3.
9.
3.
9.
3.
9.
3.
9.
3.
9.
105+00
3.
9.
3.
9.
3.
9.
4.
9.
109+00
TRANSITION TO EXISTING CHANNEL
BOTTOM FROM 59+42 (APPROX. 150')
E X
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PR
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BL
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. 5 8+
EL
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.9
R/W
R/W
R/W R/W
R/W R
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R/W R
/W
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/W
R/W
MATCH LINE - STA. 109+00
M
AT
CH
LI
NE
ST
A.
+0
CL 1
CL 2
CL 3 CL 4
CL 5
CL 6
CL 7
CL 8
CL 9
CL 10 CL 11
CL 12
CL 13
CL 14
CL 15
CL 16
CL 17 CL 18
CL 19
CL 20
CL 21
CL 22
CL 23
CL 24
CL 25
CL 26 CL 27
CL 28
CL 29
CL 30 CL 31 CL 32 CL 33
CL 34
CL 35
CL 36
CL 37
CL 38
CL 39
CL 40
CL 41
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CL 43
CL 44
CL 45
CL 46
CL 47
CL 48
CL 49
CL 50
CL 51
CL 52
CL 53
CL 54
CL 55
CL 56
CL 57
CL 58
CL 59
CL 61
ST
A:
4+
ST
A:
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9+
ST
A:
5+
ST
A:
+2
ST
A:
+2
ST
A:
+6
STA: 110+71
ST
A:
+5
ST
A:
+9
STA: 126+81
54+25=P-8-4-97
BL STA. 54+25.00
FND TYPE G MONUMENT
X = 2467289.610 Y = 13153651.376 Z = 254.51
BORING 2-H90U-97 LOCATION
50' WIDE RIGHT OF WAY FOR HAUL ROAD.
HAUL ROAD SHALL BE CONSTRUCTED A
MINIMUM OF 10' FROM THE CHANNEL TOP OF
BANK. CONTRACTOR SHALL COORDINATE
WITH THE CONTRACTING OFFICER SHOULD
ADJUSTMENTS IN THE FIELD BE NECESSARY.
50'
R90 RIPRAP HARDPOINT
PAVING TO REMAIN
BORROW PIT
CHANNEL UPSTREAM
OF ACCESS ROAD TO
BE LEFT OPEN
00 200' 400'
1" = 200'
C-200
PL
AN
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A.
4+
9+
M .L
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SHEET ID
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
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C O
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FLOW
D1 BELOW AR HWY 90 CHANNEL CLEANOUT PLAN VIEW
SCALE: 1"=200'
A1 BELOW AR HWY 90 CHANNEL CLEANOUT PROFILE VIEW
SCALE: 1"=200' H; 1"=10' V
CENTERLINE COORDINATES
Point No. EASTING NORTHING STATION OFFSET
CL1 2467483.37 13154171.51 59+39.14 -209.148'
CL2 2467511.19 13154214.86 61+18.79 -206.423'
CL3 2467540.57 13154273.68 61+81.41 -186.362'
CL4 2467555.03 13154351.88 62+60.90 -184.003'
CL5 2467577.80 13154666.57 65+75.38 -209.516'
CL6 2467572.27 13154892.18 67+97.50 -249.405'
CL7 2467570.72 13155112.27 70+14.78 -284.519'
CL8 2467586.47 13155253.23 71+56.49 -290.462'
CL9 2467626.31 13155349.11 72+57.33 -265.718'
CL10 2467727.55 13155563.48 74+84.63 -198.372'
CENTERLINE COORDINATES
Point No. EASTING NORTHING STATION OFFSET
CL11 2467795.94 13155617.86 … …
CL12 2467954.85 13155688.40 75+34.69 -127.428'
CL13 2468035.43 13155700.59 76+14.60 -143.389'
CL14 2468161.36 13155679.14 77+41.40 -127.877'
CL15 2468355.63 13155596.76 79+39.33 -54.712'
CL16 2468400.88 13155598.92 79+84.43 -58.994'
CL17 2468441.02 13155620.87 80+23.49 -82.805'
CL18 2468551.02 13155762.98 82+65.70 -184.225'
CL19 2468595.43 13155799.91 83+23.21 -189.590'
CL20 2468692.64 13155841.30 84+26.80 -168.791'
CENTERLINE COORDINATES
Point No. EASTING NORTHING STATION OFFSET
CL21 2468795.66 13155854.29 89+21.37 -479.271'
CL22 2468964.27 13155839.08 86+20.47 -88.554'
CL23 2469072.01 13155895.28 87+30.57 -139.983'
CL24 2469238.45 13156007.63 91+53.57 -72.258'
CL25 2469266.43 13156037.79 91+88.36 -50.308'
CL26 2469267.52 13156072.27 92+22.45 -55.579'
CL27 2469255.12 13156170.84 93+17.06 -85.905'
CL28 2469236.14 13156304.49 94+44.93 -129.153'
CL29 2469245.92 13156343.76 94+85.33 -126.769'
CL30 2469271.35 13156387.35 95+32.86 -109.794'
CENTERLINE COORDINATES
Point No. EASTING NORTHING STATION OFFSET
CL31 2469374.16 13156521.54 96+52.05 -74.736'
CL32 2469438.19 13156625.45 97+71.63 -99.195'
CL33 2469579.83 13156756.32 99+63.98 -85.538'
CL34 2469611.76 13156850.59 101+21.45 -89.185'
CL35 2469612.66 13157044.51 103+13.24 -117.909'
CL36 2469741.88 13157322.08 105+84.00 -64.419'
CL37 2469790.34 13157507.72 106+71.86 -165.353'
CL38 2469823.47 13157544.68 107+15.77 -188.494'
CL39 2469855.58 13157557.09 107+50.19 -188.969'
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C L
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B
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U L
AMENDMENT 0003 - NOT FOR CONSTRUCTION
AT
IO
N
EL
EV
AT
IO
N
BASELINE STA.
RIGHT TOP BANK
LEFT TOP BANK
EXISTING DITCH BOTTOM
DESIGN GRADE
BL STA. 109+00
EL. 249.69
BL STA. 162+00
EL. 250.44
40' BOTTOM WIDTH - 1V:2.5H SIDE SLOPES
0.014%
4.
9.
110+00
4.
9.
4.
9.
4.
9.
4.
9.
4.
9.
115+00
4.
9.
4.
9.
4.
9.
4.
9.
4.
9.
120+00
4.
9.
3.
9.
3.
9.
2.
9.
1.
9.
125+00
1.
9.
1.
9.
1.
9.
1.
9.
1.
9.
130+00
2.
0.
3.
0.
3.
0.
3.
0.
4.
0.
135+00
4.
0.
3.
0.
3.
0.
3.
0.
3.
0.
140+00
3.
0.
3.
0.
3.
0.
3.
0.
3.
0.
145+00
3.
0.
4.
0.
3.
0.
2.
0.
0.
0.
150+00
9.
0.
8.
0.
7.
0.
7.
0.
7.
0.
155+00
7.
0.
6.
0.
6.
0.
6.
0.
6.
0.
160+00
5.
0.
5.
0.
162+00
E X
IS
T
PR
O
P
255.8
256.0
R/W R/W
R/W R/W
R/W
R /W
R /W
R /W
R/W
R /W
R /W
R /W
R/W
R/W
R/W
R/W
R/W
R/W
R /W
R/W
R/W
R/W R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W
R /W
R /W
R/W
R /W
R
/WR
/W R
/W
R/W
R/W
R/W
R/W
R/W
R/W
R/ W
R/W
R/W
R/W
R/W
R /W
R/W
R/W
R/W
R/W R
/W
R/W
R /W
R/W
R/W
R/W
R/W R/W
R/W
R /W
R/W
R /W
R/W R/W
R /W
R/W
R/W
R/W R/W
R/W R
/W
R/W R/W
R/W
MATCH LINE - STA. 109+00
M
AT
C H
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E
- S
TA
. 1
+0
M
AT
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+0
0CL 33
CL 34
CL 35
CL 36
CL 37
CL 38
CL 39
CL 40
CL 41
CL 42
CL 43
CL 44
CL 45
CL 46
CL 47
CL 48
CL 49 CL 50 CL 51
CL 52
CL 53
CL 54
CL 55
CL 56
CL 57
CL 58
CL 59
CL 60
CL 61
CL 62
CL 63
CL 64
CL 65
CL 66
CL 67
CL 68
CL 69
CL 70
CL 71
CL 72
CL 73
CL 74
CL 75
CL 76
CL 77
CL 78
CL 79
CL 80 CL 81
CL 82
CL 83
CL 84
CL 85
CL 86
CL 87
CL 88
CL 89
CL 90
CL 91
CL 92
CL 93
CL 94 CL 95
CL 96
CL 97
CL 98
CL 99
CL 100
CL 101
CL 102
CL 103
CL 104
CL 105
ST
A:
+2
ST
A:
+2
ST
A:
+6
STA: 110+71
ST
A:
+5
ST
A:
+9
STA: 126+81
STA: 131+91
ST
A:
+1
ST
A:
+5
STA: 154+81
STA: 162+18
STA: 164+75
STA: 168+30
ST
A:
+6
STA: 176+65
132+40=P-8-7-97
BL STA. 131+91.49
FND TYPE G MONUMENT
X = 2471653.529 Y = 13157487.676 Z = 256.81
162+65=P-8-8-97
BL STA. 162+17.58
FOUND TYPE G MON
X = 2473422.485 Y = 13158493.999 Z = 257.39
BORING 2-H90U-97 LOCATION
LEVEE CENTERLINE
50' WIDE RIGHT OF WAY FOR HAUL ROAD.
HAUL ROAD SHALL BE CONSTRUCTED A
MINIMUM OF 10' FROM THE CHANNEL TOP OF
BANK. CONTRACTOR SHALL COORDINATE
WITH THE CONTRACTING OFFICER SHOULD
ADJUSTMENTS IN THE FIELD BE NECESSARY.
50'
50' WIDE RIGHT OF WAY FOR HAUL ROAD. HAUL ROAD
SHALL BE CONSTRUCTED A MINIMUM OF 10' FROM THE
CHANNEL TOP OF BANK. CONTRACTOR SHALL
COORDINATE WITH THE CONTRACTING OFFICER
SHOULD ADJUSTMENTS IN THE FIELD BE NECESSARY.
50'
BORROW PIT CHANNEL
UPSTREAM OF ACCESS
ROAD TO BE LEFT OPEN
DO NOT DISTURB
EXIST RIPRAP
DO NOT DISTURB EXIST RIPRAP
DO NOT DISTURBE
EXIST RIPRAP
00 200' 400'
1" = 200'
SO
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B
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
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M Y
C O
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O F
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C-201
PL
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+0
- 1
+0
M .L
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D1 BELOW AR HWY 90 CHANNEL CLEANOUT PLAN VIEW
SCALE: 1"=200'
A1 BELOW AR HWY 90 CHANNEL CLEANOUT PROFILE VIEW
SCALE: 1"=200' H; 1"=10' V
CENTERLINE COORDINATES
Point No. EASTING NORTHING STATION OFFSET
CL40 2470033.27 13157584.80 109+26.44 -153.189'
CL41 2470129.84 13157583.15 110+16.41 -118.077'
CL42 2470177.77 13157571.16 110+57.19 -90.175'
CL43 2470217.93 13157544.67 118+29.81 -614.785'
CL44 2470261.12 13157501.17 110+74.27 -40.343'
CL45 2470315.01 13157334.17 112+49.71 -36.790'
CL46 2470374.57 13157271.17 113+28.70 -72.532'
CL47 2470515.98 13157170.92 118+72.24 -138.632'
CL48 2470549.09 13157181.61 119+05.75 -129.285'
CL49 2470591.91 13157221.01 119+63.20 -138.527'
CENTERLINE COORDINATES
Point No. EASTING NORTHING STATION OFFSET
CL50 2470755.11 13157439.14 122+19.66 -230.440'
CL51 2470861.73 13157526.39 123+56.71 -244.402'
CL52 2470969.58 13157544.05 126+92.67 -471.313'
CL53 2471017.19 13157542.91 127+29.13 -440.681'
CL54 2471055.35 13157524.78 127+47.60 -402.684'
CL55 2471208.01 13157373.39 125+18.69 -133.612'
CL56 2471248.16 13157354.88 125+61.79 -143.477'
CL57 2471283.43 13157365.84 128+26.40 -136.086'
CL58 2471389.15 13157438.32 129+54.23 -126.632'
CL59 2471499.04 13157502.45 130+80.10 -108.051'
CENTERLINE COORDINATES
Point No. EASTING NORTHING STATION OFFSET
CL60 2471534.42 13157533.86 131+27.34 -110.475'
CL61 2471537.58 13157578.41 132+78.65 -118.661'
CL62 2471478.60 13157763.46 134+61.81 -183.262'
CL63 2471544.19 13158073.71 137+73.92 -127.175'
CL64 2471576.94 13158434.10 140+84.96 -173.925'
CL65 2471605.61 13158560.37 142+12.74 -194.897'
CL66 2471659.81 13158646.15 143+12.61 -176.977'
CL67 2471685.13 13158676.60 143+50.35 -164.983'
CL68 2471714.82 13158695.90 … …
CL69 2471748.92 13158711.50 … …
CENTERLINE COORDINATES
Point No. EASTING NORTHING STATION OFFSET
CL70 2471862.30 13158742.61 … …
CL71 2471966.80 13158748.33 143+98.62 -178.661'
CL72 2472038.17 13158741.31 144+64.33 -207.376'
CL73 2472088.35 13158724.08 145+16.54 -216.836'
CL74 2472174.77 13158670.57 146+18.08 -212.324'
CL75 2472287.06 13158578.60 147+60.98 -186.877'
CL76 2472423.16 13158446.55 149+44.22 -138.074'
CL77 2472589.44 13158330.75 151+45.88 -118.187'
CL78 2472695.88 13158239.73 152+83.20 -90.713'
CL79 2472744.21 13158234.73 153+27.83 -109.945'
CENTERLINE COORDINATES
Point No. EASTING NORTHING STATION OFFSET
CL80 2472784.85 13158239.14 153+61.14 -133.642'
CL81 2472851.41 13158261.80 156+18.29 -144.517'
CL82 2473029.91 13158492.85 158+98.05 -228.066'
CL83 2473024.82 13158570.58 159+39.25 -294.166'
CL84 2472985.73 13158646.38 159+51.72 -378.540'
CL85 2472969.09 13158710.52 159+75.62 -440.335'
CL86 2472981.42 13158845.27 164+72.44 -502.970'
CL87 2473028.89 13158919.25 161+45.95 -574.995'
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- 9
J U
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AT
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EV
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BASELINE STA.
RIGHT TOP BANK
LEFT TOP BANK
EXISTING DITCH BOTTOM
DESIGN GRADE
40' BOTTOM WIDTH - 1V:2.5H SIDE SLOPES
BL STA. 162+00
EL. 250.44
BL STA. 216+00
EL. 251.19
0.014%
4.
0.
4.
0.
3.
0.
165+00
3.
0.
3.
0.
4.
0.
5.
0.
6.
0.
170+00
7.
0.
8.
0.
0.
0.
2.
0.
3.
0.
175+00
3.
0.
3.
0.
3.
0.
3.
0.
4.
0.
180+00
4.
0.
4.
0.
3.
0.
3.
0.
3.
0.
185+00
3.
0.
3.
0.
3.
0.
3.
0.
3.
0.
190+00
3.
0.
3.
0.
2.
0.
2.
0.
1.
0.
195+00
9.
0.
7.
0.
5.
0.
5.
0.
5.
0.
200+00
5.
0.
5.
1.
5.
1.
6.
1.
6.
1.
205+00
6.
1.
6.
1.
6.
1.
6.
1.
6.
1.
210+00
6.
1.
6.
1.
5.
1.
4.
1.
3.
1.
215+00
1.
1.
216+00
E X
IS
T
PR
O
P
R/WR/WR/WR/W
R/W
R/W
R/WR/W
R/W
R /W
R/W
R/W R/W
R/W
R/W
R/WR/W
R/W
R/W
R/W
R/W
R/W
R /W
R /W
R /W
R/W
R /W
R /W
R /W
R/W
R/W
R/W
R/W
R/W
R/W
R /W
R/W
R/W
R/W
R /W
R/W R/W
R /W
R/W
R/W
R/W R/W
R/W
R /W
R/W R/W
R/W R/W R/W
R/W
R/W
R/W
R/W
R /W
R/W
R/W R/W
R/W
R/W
R/W
R/W R/W R/W R/W
M
AT
C H
LI
N
E
- S
TA
. 1
+0
M
AT
CH
LI
NE
ST
A.
+0
CL 72
CL 73
CL 74
CL 75
CL 76
CL 77
CL 78
CL 79
CL 80 CL 81
CL 82
CL 83
CL 84
CL 85
CL 86
CL 87
CL 88
CL 89
CL 90
CL 91
CL 92
CL 93
CL 94 CL 95
CL 96
CL 97
CL 98
CL 99
CL 100
CL 101
CL 102
CL 103
CL 104
CL 105 CL 106
CL 107
CL 108
CL 109
CL 110
CL 111
CL 112
CL 113
CL 114
CL 115
CL 116
CL 117
CL 118
CL 119
CL 120 CL 121
CL 122
CL 123
CL 124
CL 125
CL 126
CL 127
CL 128
CL 129
CL 130
CL 131 CL 132
STA: 154+81
STA: 162+18
STA: 164+75
STA: 168+30
ST
A:
+6
STA: 176+65
ST
A:
+4
ST
A:
+5
ST
A:
+9
STA: 196+25
ST
A:
+0
8 STA: 205+08
ST
A:
+0
162+65=P-8-8-97
BL STA. 162+17.58
FOUND TYPE G MON
X = 2473422.485 Y = 13158493.999 Z = 257.39
190+05=P-8-9-97
BL STA. 189+57.98
FOUND TYPE G MON
X = 2475139.118
Y = 13160292.216 Z = 259.14
219+72=P-8-10-97
BL STA. 218+90.48
FOUND TYPE G MON
X = 2477088.796
Y = 13160787.518 Z = 258.54
MD-5 2001
FND MEMPHIS
GRID PT
X = 2473215.24 Y = 13160746.24 Z = 267.58
50'
50' WIDE RIGHT OF WAY FOR HAUL ROAD. HAUL ROAD
SHALL BE CONSTRUCTED A MINIMUM OF 10' FROM THE
CHANNEL TOP OF BANK. CONTRACTOR SHALL
COORDINATE WITH THE CONTRACTING OFFICER
SHOULD ADJUSTMENTS IN THE FIELD BE NECESSARY.
DO NOT DISTURBE
EXIST RIPRAP
00 200' 400'
1" = 200'
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
M
EM
PH
IS
, T N
N
. M
AI
N S
TR
EE
T M
EM
PH
IS
D
IS
TR
IC
T
C-202
PL
AN
P
R O
FI
LE
ST
A.
+0
6+
M .L
AM
PO
R T
D .G
R
IF
FI
TH
J.
G
IA
N
N
IN
I
-D
EC
FLOW
D1 BELOW AR HWY 90 CHANNEL CLEANOUT PLAN VIEW
SCALE: 1"=200'
A1 BELOW AR HWY 90 CHANNEL CLEANOUT PROFILE VIEW
SCALE: 1"=200' H; 1"=10' V
CENTERLINE COORDINATES
Point No. EASTING NORTHING STATION OFFSET
CL88 2473130.84 13159073.47 169+93.74 -669.030'
CL89 2473185.56 13159209.02 171+41.84 -641.299'
CL90 2473229.85 13159317.59 152+42.72 -1,269.158'
CL91 2473296.59 13159398.08 164+99.18 -663.808'
CL92 2473418.61 13159489.39 166+34.94 -727.881'
CL93 2473586.33 13159563.29 168+16.81 -750.517'
CL94 2473688.01 13159584.82 197+55.60 2,030.822'
CL95 2473720.60 13159583.50 197+73.52 2,003.565'
CL96 2473775.05 13159563.17 171+84.91 -386.819'
CL97 2473809.96 13159526.46 172+10.92 -343.346'
CL98 2473861.55 13159418.11 172+37.49 -226.319'
CENTERLINE COORDINATES
Point No. EASTING NORTHING STATION OFFSET
CL99 2473910.14 13159359.84 172+72.11 -158.811'
CL100 2473998.03 13159362.50 173+58.45 -142.130'
CL101 2474124.06 13159408.25 174+91.44 -159.126'
CL102 2474255.06 13159478.52 177+47.58 -183.465'
CL103 2474328.34 13159535.25 178+39.39 -170.852'
CL104 2474491.42 13159749.72 181+06.70 -204.543'
CL105 2474585.64 13159834.55 182+66.92 -195.540'
CL106 2474933.95 13160098.04 186+81.63 -58.553'
CL107 2475016.17 13160177.37 187+93.62 -35.949'
CL108 2475047.05 13160227.98 188+52.81 -39.285'
CL109 2475013.17 13160572.42 192+39.99 -121.844'
CENTERLINE COORDINATES
Point No. EASTING NORTHING STATION OFFSET
CL110 2475023.48 13160662.93 193+30.34 -110.214'
CL111 2475080.89 13160752.12 205+85.37 -973.818'
CL112 2475162.82 13160817.48 194+30.62 -85.783'
CL113 2475277.22 13160847.87 195+46.53 -109.756'
CL114 2475341.81 13160834.03 196+10.25 -92.341'
CL115 2475398.63 13160800.24 207+15.71 -680.072'
CL116 2475560.42 13160583.44 198+63.76 -88.487'
CL117 2475605.46 13160527.96 199+34.51 -98.525'
CL118 2475664.09 13160507.87 199+81.93 -138.441'
CL119 2475759.38 13160509.33 202+94.75 -141.801'
CL120 2475881.38 13160548.12 206+00.06 -147.874'
CENTERLINE COORDINATES
Point No. EASTING NORTHING STATION OFFSET
CL121 2475971.88 13160671.19 207+42.67 -93.097'
CL122 2476014.69 13160771.13 208+50.37 -78.206'
CL123 2476062.11 13160835.86 199+05.72 -648.528'
CL124 2476093.33 13160864.95 198+96.86 -690.270'
CL125 2476192.47 13160916.51 209+92.05 -113.424'
CL126 2476407.53 13160971.78 212+06.12 -172.416'
CL127 2476606.04 13160942.19 214+05.12 -146.274'
CL128 2476843.85 13160942.81 216+42.88 -151.019'
CL129 2476912.34 13160955.93 217+11.13 -165.326'
N
VO
LU
M E
I:
BE
LO
W
H W
Y.
C
H
AN
N
EL
C
LE
AN
O
U T
C
LA
Y
G R
EE
N
E C
O U
N
TI
ES
A
R
KA
N
SA
S
BE
LO
W
H W
Y.
C
H
AN
N
EL
C
LE
AN
O
U T
BE
LO
W P
IG
G
O
TT
SE
EP
AG
E
R
EM
ED
IA
TI
O
N
C
EN
TE
R
LI
N
E
AD
JU
ST
ED
B
ET
W
EE
N
P O
IN
TS
- 9
J U
L
C H
AN
G
ED
C
L
TO
B L
AT
IO
N
EL
EV
AT
IO
N
BASELINE STA.
RIGHT TOP BANKLEFT TOP BANK
EXISTING DITCH BOTTOM
DESIGN GRADE
BL STA. 216+00
EL. 251.19
BL STA. 270+00
EL. 251.95
40' BOTTOM WIDTH - 1V:2.5H SIDE SLOPES
100' TRANSITION FROM 40' TO 100' BOTTOM WIDTH 100' BOTTOM
WIDTH 1V:2.5H
SIDE SLOPES
100' TRANSITION FROM 100' TO 40' BOTTOM WIDTH
40' BOTTOM WIDTH - 1V:2.5H SIDE SLOPES
BL
S
TA
. 2
+5
BL
S
TA
. 2
+5
0.014%
2.
1.
3.
1.
3.
1.
4.
1.
220+00
4.
1.
5.
1.
5.
1.
5.
1.
5.
1.
225+00
5.
1.
5.
1.
5.
1.
6.
1.
6.
1.
230+00
5.
1.
4.
1.
3.
1.
3.
1.
3.
1.
235+00
3.
1.
3.
1.
3.
1.
3.
1.
3.
1.
240+00
4.
1.
5.
1.
6.
1.
7.
1.
6.
1.
245+00
6.
1.
6.
1.
9.
1.
9.
1.
9.
1.
250+00
9.
1.
9.
1.
9.
1.
8.
1.
8.
1.
255+00
7.
1.
7.
1.
7.
1.
7.
1.
8.
1.
260+00
8.
1.
8.
1.
9.
1.
9.
1.
9.
1.
265+00
9.
1.
9.
1.
8.
1.
7.
1.
7.
1.
270+00
E X
IS
T
PR
O
P
R/W R/W
R/W
R/W
R/W
R/W
R/W
R/W
R /W
R/W
R/W
R/W
R /W
R/W
R/W
R/W R/W
R/W
R /W
R /W
R/WR/W
R/WR/WR/W
R/W
R/W
R/W
R/W R/W
R/W
R/W
R/W
R/W
R/W R/W R/W
R/W
R/W
R/W
R/W
R/W R
/W
R/W R/W
R/W
R/W
R/W
R/W
R/W R/W
R/W R/W
R/W
R/W
R/W
R/W R/W
MAT
CHLIN
E
- S
TA
. 2
+0
M
AT
CH
LI
NE
ST
A.
+0
CL 120 CL 121
CL 122
CL 123
CL 124
CL 125
CL 126
CL 127
CL 128
CL 129
CL 130
CL 131 CL 132 CL 133
CL 134
CL 135
CL 136
CL 137CL 138
CL 139
CL 140
CL 141
CL 142
CL 143
CL 144
CL 145
CL 146
CL 147
CL 148
CL 149
CL 150 CL 151
CL 152
CL 153
CL 154
CL 155
CL 156
CL 157
ST
A:
+0
ST
A:
+9
ST
A:
+6
ST
A:
+4
ST
A:
+4
STA: 237+42
STA: 240+64
ST
A:
+2
ST
A:
+7
ST
A:
+7
ST
A:
+0
ST
A:
+7
245+08=P-8-11-97
BL STA. 244+24.59
FOUND TYPE G MON
X = 2478131.091 Y = 13162523.728 Z = 261.88
219+72=P-8-10-97
BL STA. 218+90.48
FOUND TYPE G MON
X = 2477088.796 Y = 13160787.518 Z = 258.54 276+59=P-8-12-97
BL STA. 275+76.25
FOUND TYPE G MON
X = 2481090.433 Y = 13163529.430
Z = 260.92
SEDIMENT TRAP #2
DO NOT DISTURBE
EXIST RIPRAP
00 200' 400'
1" = 200'
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
M
EM
PH
IS
, T N
N
. M
AI
N S
TR
EE
T M
EM
PH
IS
D
IS
TR
IC
T
C-203
PL
AN
P
R O
FI
LE
ST
A.
+0
- 2
+0
M .L
AM
PO
R T
D .G
R
IF
FI
TH
J.
G
IA
N
N
IN
I
D .S
H
AN
E C
AL
LA
H
AN
-D
EC
FLOW
D1 BELOW AR HWY 90 CHANNEL CLEANOUT PLAN VIEW
SCALE: 1"=200'
A1 BELOW AR HWY 90 CHANNEL CLEANOUT PROFILE VIEW
SCALE: 1"=200' H; 1"=10' V
CENTERLINE COORDINATES
Point No. EASTING NORTHING STATION OFFSET
CL130 2477019.44 13161022.05 219+97.60 -219.865'
CL131 2477183.90 13161162.02 222+13.42 -212.144'
CL132 2477319.50 13161257.36 223+77.83 -190.968'
CL133 2477546.58 13161401.05 226+42.37 -143.727'
CL134 2477627.53 13161435.16 227+25.12 -114.259'
CL135 2477874.07 13161472.12 229+25.83 -51.776'
CL136 2477938.09 13161514.22 229+99.24 -73.721'
CL137 2477988.76 13161562.69 231+26.19 -68.953'
CL138 2478032.67 13161622.28 232+00.07 -64.263'
CL139 2478068.35 13161697.70 232+82.80 -75.059'
CENTERLINE COORDINATES
Point No. EASTING NORTHING STATION OFFSET
CL140 2478086.91 13161772.24 234+16.49 -67.247'
CL141 2478091.88 13161860.22 235+03.11 -51.064'
CL142 2478075.06 13161949.42 235+93.73 -56.336'
CL143 2478038.17 13162034.97 236+83.29 -81.981'
CL144 2477995.03 13162098.05 238+32.82 -73.255'
CL145 2477939.34 13162151.20 239+09.15 -63.304'
CL146 2477847.81 13162224.83 240+26.50 -58.018'
CL147 2477826.05 13162263.94 … …
CL148 2477821.82 13162310.99 … …
CL149 2477831.70 13162349.63 240+82.94 -56.746'
CENTERLINE COORDINATES
Point No. EASTING NORTHING STATION OFFSET
CL150 2477857.29 13162387.76 241+26.97 -69.809'
CL151 2478089.37 13162552.49 244+10.79 -48.759'
CL152 2478294.21 13162641.96 246+09.73 -79.433'
CL153 2478604.12 13162704.37 249+22.64 -78.458'
CL154 2479083.48 13162811.42 254+13.42 -97.886'
CL155 2479532.18 13162973.38 259+27.48 -105.305'
CL156 2479998.62 13163215.23 264+52.87 -100.875'
N
VO
LU
M E
I:
BE
LO
W
H W
Y.
C
H
AN
N
EL
C
LE
AN
O
U T
C
LA
Y
G R
EE
N
E C
O U
N
TI
ES
A
R
KA
N
SA
S
BE
LO
W
H W
Y.
C
H
AN
N
EL
C
LE
AN
O
U T
BE
LO
W P
IG
G
O
TT
SE
EP
AG
E
R
EM
ED
IA
TI
O
N
C
H
AN
G
ED
C L
TO
B
L
3 3
J U
L
AT
IO
N
EL
EV
AT
IO
N
BASELINE STA.
RIGHT TOP BANKLEFT TOP BANK EXISTING DITCH BOTTOM
DESIGN GRADEBL STA. 270+00
EL. 251.95
BL STA. 324+00
EL. 252.71
40' BOTTOM WIDTH - 1V:2.5H SIDE SLOPES
0.014%
7.
1.
7.
1.
6.
1.
7.
2.
7.
2.
275+00
7.
2.
7.
2.
7.
2.
8.
2.
8.
2.
280+00
8.
2.
8.
2.
6.
2.
9.
2.
0.
2.
285+00
0.
2.
0.
2.
0.
2.
0.
2.
0.
2.
290+00
1.
2.
1.
2.
1.
2.
2.
2.
2.
2.
295+00
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
300+00
2.
2.
2.
2.
2.
2.
2.
2.
1.
2.
305+00
0.
2.
8.
2.
7.
2.
5.
2.
4.
2.
310+00
5.
2.
6.
2.
7.
2.
7.
2.
8.
2.
315+00
9.
2.
8.
2.
7.
2.
6.
2.
6.
2.
320+00
7.
2.
8.
2.
9.
2.
9.
2.
324+00
E X
IS
T
PR
O
P
R/W
R/W
R/W
R/W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W
R/W R/W
R/W R/W
R/W R/W
R/W R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W
R/W
R/W
R/W
R/W
R/W R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
MATCH LINE STA. 324+00
M
AT
C H
LI
N
E
- S
TA
. 2
+0
M
AT
C H
LI
N
E
- S
TA
. 3
+0
CL 156
CL 157
CL 158
CL 159
CL 160
CL 161
CL 162
CL 163
CL 164CL 165
CL 166
CL 167 CL 168CL 169
CL 170
CL 171
CL 172
ST
A:
+0
ST
A:
+7
ST
A:
+4
ST
A:
+1
ST
A:
+2
ST
A:
+4
ST
A:
+9
ST
A:
+3
ST
A:
+6
ST
A:
+2
ST
A:
+6
ST
A:
+8
276+59=P-8-12-97
BL STA. 275+76.25
FOUND TYPE G MON
X = 2481090.433 Y = 13163529.430 Z = 260.92
304+73=P-8-13-97
BL STA. 303+89.64
FOUND TYPE G MON
X = 2482993.237 Y = 13165550.154 Z = 262.50
50' WIDE RIGHT OF WAY FOR HAUL ROAD. HAUL
ROAD SHALL BE CONSTRUCTED A MINIMUM OF 10'
FROM THE CHANNEL TOP OF BANK. CONTRACTOR
SHALL COORDINATE WITH THE CONTRACTING
OFFICER SHOULD ADJUSTMENTS IN THE FIELD BE
NECESSARY.
50'
SEDIMENT TRAP #2
DO NOT DISTURB EXIST RIPRAP
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
M
EM
PH
IS
, T N
N
. M
AI
N S
TR
EE
T M
EM
PH
IS
D
IS
TR
IC
T
00 200' 400'
1" = 200'
C-204
PL
AN
P
R O
FI
LE
ST
A.
+0
- 3
+0
M .L
AM
PO
R T
D .G
R
IF
FI
TH
J.
G
IA
N
N
IN
I
D .S
H
AN
E C
AL
LA
H
AN
-D
EC
FLOW
D1 BELOW AR HWY 90 CHANNEL CLEANOUT PLAN VIEW
SCALE: 1"=200'
A1 BELOW AR HWY 90 CHANNEL CLEANOUT PROFILE VIEW
SCALE: 1"=200' H; 1"=10' V
CENTERLINE COORDINATES
Point No. EASTING NORTHING STATION OFFSET
CL157 2480893.73 13163575.29 274+03.38 -104.462'
CL158 2481258.88 13163898.21 279+12.79 -226.076'
CL159 2481356.06 13163997.92 281+63.91 -228.708'
CL160 2482599.59 13165294.06 299+24.44 -67.886'
CL161 2482710.59 13165428.73 300+97.29 -95.731'
CL162 2482745.45 13165494.66 301+67.03 -122.158'
CL163 2482801.47 13165564.21 302+55.04 -137.313'
CL164 2482853.18 13165623.39 303+32.96 -147.536'
CL165 2482906.86 13165675.71 304+52.60 -138.784'
CL166 2482974.50 13165763.05 305+62.32 -125.927'
CENTERLINE COORDINATES
Point No. EASTING NORTHING STATION OFFSET
CL167 2483249.78 13166175.26 310+57.46 -102.882'
CL168 2483309.20 13166228.37 311+33.62 -79.397'
CL169 2483381.41 13166253.75 … …
CL170 2483654.47 13166218.69 313+96.37 -96.745'
CL171 2484156.30 13166208.36 320+02.31 -191.201'
CL172 2484623.97 13166246.51 324+66.96 -71.951'
N
VO
LU
M E
I:
BE
LO
W
H W
Y.
C
H
AN
N
EL
C
LE
AN
O
U T
C
LA
Y
G R
EE
N
E C
O U
N
TI
ES
A
R
KA
N
SA
S
BE
LO
W
H W
Y.
C
H
AN
N
EL
C
LE
AN
O
U T
BE
LO
W P
IG
G
O
TT
SE
EP
AG
E
R
EM
ED
IA
TI
O
N
C
H
AN
G
ED
C L
TO
B
L
J U
L
AT
IO
N
EL
EV
AT
IO
N
BASELINE STA.
RIGHT TOP BANK
LEFT TOP BANK
EXISTING DITCH BOTTOM
DESIGN GRADE
40' BOTTOM WIDTH - 1V:2.5H SIDE SLOPES
BL STA. 324+00
EL. 252.71
100' TRANSITION FROM 40' TO 100' BOTTOM WIDTH 100' BOTTOM
WIDTH 1V:2.5H
SIDE SLOPES
100' TRANSITION FROM 100' TO 40' BOTTOM WIDTH
40' BOTTOM WIDTH - 1V:2.5H SIDE SLOPES
BL
S
TA
. 3
+5
BL
S
TA
. 3
+5
TRANSITION TO EXISTING CHANNEL
BOTTOM FROM 344+00 TO END
0.014%
9.
2.
325+00
9.
2.
9.
2.
9.
2.
9.
2.
8.
2.
330+00
7.
2.
6.
2.
4.
2.
3.
2.
1.
2.
335+00
2.
2.
5.
2.
7.
2.
8.
2.
7.
2.
340+00
5.
2.
3.
2.
1.
2.
9.
2.
8.
3.
345+00
2.
2.
1.
1.
1.
350+00
0.
9.
8.
7.
6.
355+00
5.
6.
7.
9.
1.
360+00
2.
365+00 370+00
E X
IS
T
PR
O
P
EN
D
C
LE
AN
O
U T
PV
I S
TA
. 3
+0
C
L
ST
A.
+9
EL
. 2
.0
2019 M icrosoft Corporation © 2019 DigitalGlobe ©
CNES (2019) Distribution Airbus DS
2019 M icrosoft Corporation © 2019 DigitalGlobe ©
CNES (2019) Distribution Airbus DS
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W R /W
R/W R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R /W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
MATCH LINE STA. 324+00
MATC
HLIN
E - S
TA
. 3
+0
CL 171
CL 172
CL 173
CL 174
CL 175
CL 176
CL 177
CL 178
CL 179
CL 180
CL 181
CL 182
CL 183
CL 184
CL 185
CL 186
ST
A:
+9
ST
A:
+6
ST
A:
+2
ST
A:
+6
ST
A:
+8
ST
A:
+8
ST
A:
+5
ST
A:
+5
ST
A:
+0
ST
A:
+1
ST
A:
+9
329+17=P-8-14-97
BL STA. 328+79.56
FOUND TYPE G MON
X = 2485022.375
Y = 13166375.697 Z = 264.18
358+03=P-8-15-97
BL STA. 357+95.44
FOUND TYPE G MON
X = 2486818.608 Y = 13168262.698 Z = 265.50
BORING 1-H90U-97
LOCATION
HW
Y 90
50' WIDE RIGHT OF WAY FOR HAUL
ROAD. HAUL ROAD SHALL BE
CONSTRUCTED A MINIMUM OF 10'
FROM THE CHANNEL TOP OF BANK.
CONTRACTOR SHALL COORDINATE
WITH THE CONTRACTING OFFICER
SHOULD ADJUSTMENTS IN THE FIELD
BE NECESSARY. 50'
SEDIMENT TRAP #1
00 200' 400'
1" = 200'
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
M
EM
PH
IS
, T N
N
. M
AI
N S
TR
EE
T M
EM
PH
IS
D
IS
TR
IC
T
C-205
PL
AN
P
R O
FI
LE
ST
A.
+0
7+
M .L
AM
PO
R T
D .G
R
IF
FI
TH
J.
G
IA
N
N
IN
I
D .S
H
AN
E C
AL
LA
H
AN
-D
EC
FLOW
D1 BELOW AR HWY 90 CHANNEL CLEANOUT PLAN VIEW
SCALE: 1"=200'
A1 BELOW AR HWY 90 CHANNEL CLEANOUT PROFILE VIEW
SCALE: 1"=200' H; 1"=10' V
CENTERLINE COORDINATES
Point No. EASTING NORTHING STATION OFFSET
CL173 2485083.39 13166454.45 329+47.91 -72.479'
CL174 2485559.69 13166628.89 335+22.28 -155.508'
CL175 2486006.74 13166823.68 340+02.27 -69.428'
CL176 2486398.26 13167102.41 344+90.74 0.225'
CL177 2486504.99 13167289.30 346+98.12 -57.355'
CL178 2486572.25 13167463.71 349+03.23 -110.010'
CL179 2486616.07 13167655.12 350+91.78 -164.862'
CL180 2486632.81 13167870.24 354+03.82 -187.548'
CL181 2486576.04 13168528.09 360+84.67 -213.592'
CL182 2486621.58 13168943.80 364+93.37 -124.982'
N
VO
LU
M E
I:
BE
LO
W
H W
Y.
C
H
AN
N
EL
C
LE
AN
O
U T
C
LA
Y
G R
EE
N
E C
O U
N
TI
ES
A
R
KA
N
SA
S
BE
LO
W
H W
Y.
C
H
AN
N
EL
C
LE
AN
O
U T
BE
LO
W P
IG
G
O
TT
SE
EP
AG
E
R
EM
ED
IA
TI
O
N
C
H
AN
G
ED
C L
TO
B
L
3 3 3
C H
AN
G
ED
C
L
EN
D S
TA
TI
O N
JU
LY
CL
CL STA: 143+47.97
BL STA: 199+04
AZ 36°29'
0100 0 -100 -200 -300
CL
CL STA: 139+18.75
BL STA: 195+12
AZ 3°6'
0100 0 -100 -200 -300
CL
CL STA: 133+81.57
BL STA: 191+07
AZ 265°50'
0100 0 -100 -200 -300
CL
CL STA: 128+65.41
BL STA: 185+29
AZ 317°8'
0100 0 -100 -200 -300
CL
CL STA: 123+57.50
BL STA: 180+52
AZ 306°42'
0100 0 -100 -200 -300
CL
CL STA: 119+22.88
BL STA: 174+46
AZ 1°31'
0100 0 -100 -200 -300
CL
CL STA: 114+81.93
BL STA: 169+46
AZ 356°48'
0100 0 -100 -200 -300
CL
CL STA: 109+02.05
BL STA: 169+34
AZ 308°5'
0100 0 -100 -200 -300
CL
CL STA: 103+51.01
BL STA: 163+75
AZ 299°37'
0100 0 -100 -200 -300
CL
CL STA: 99+10.56
BL STA: 159+15
AZ 316°46'
0100 0 -100 -200 -300 -400
MATERIAL(S) AT STATION 99+10.56
MATERIAL NAME
AREA
CHANNEL EXCAVATION
0.00
EXIST EME REMOVED
841.72
MATERIAL(S) AT STATION 103+51.01
MATERIAL NAME
AREA
CHANNEL EXCAVATION
195.11
EXIST EME REMOVED
321.73
MATERIAL(S) AT STATION 109+02.05
MATERIAL NAME
AREA
CHANNEL EXCAVATION
180.89
EXIST EME REMOVED
538.09
MATERIAL(S) AT STATION 114+81.93
MATERIAL NAME
AREA
CHANNEL EXCAVATION
93.00
EXIST EME REMOVED
205.78
MATERIAL(S) AT STATION 119+22.88
MATERIAL NAME
AREA
CHANNEL EXCAVATION
200.56
EXIST EME REMOVED
1017.14
MATERIAL(S) AT STATION 123+57.50
MATERIAL NAME
AREA
CHANNEL EXCAVATION
256.67
EXIST EME REMOVED
520.98
MATERIAL(S) AT STATION 128+65.41
MATERIAL NAME
AREA
CHANNEL EXCAVATION
235.98
EXIST EME REMOVED
597.30
MATERIAL(S) AT STATION 133+81.57
MATERIAL NAME
AREA
CHANNEL EXCAVATION
261.02
EXIST EME REMOVED
720.06
MATERIAL(S) AT STATION 139+18.75
MATERIAL NAME
AREA
CHANNEL EXCAVATION
245.63
EXIST EME REMOVED
431.92
MATERIAL(S) AT STATION 143+47.97
MATERIAL NAME
AREA
CHANNEL EXCAVATION
386.19
EXIST EME REMOVED
4.14
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
EXISTING EMBANKMENT TO
BE REMOVED FOR LANDSIDE
BERM CONSTRUCTION
CHANNEL CLEANOUT -
MATERIAL TO BE REMOVED
NOTE: ALL CROSS SECTIONS SHOWN ARE FROM SURVEY SECTIONS
PERFORMED IN 2018. SECTIONS MAY NOT MATCH ACTUAL FIELD
CONDITIONS. PRE-CONSTRUCTION SURVEY REQUIRED TO BE
PERFORMED PRIOR TO ANY EXCAVATION OR EMBANKMENT
ACTIVITIES.
SECTION CENTERLINE STATIONING IS MEASURED ALONG THE
CHANNEL CENTERLINE.
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
M
EM
PH
IS
, T N
N
. M
AI
N S
TR
EE
T M
EM
PH
IS
D
IS
TR
IC
T
C-303
C R
O
SS
S
EC
TI
O
N S
+3
5.
T O
+1 7.
M .L
AM
PO
R T
D .G
R
IF
FI
TH
J.
G
IA
N
N
IN
I
-D
EC
A1 CROSS SECTIONS - 94+35.51 TO 144+17.49
SCALE: NTS
VO
LU
M E
I:
BE
LO
W
H W
Y.
C
H
AN
N
EL
C
LE
AN
O
U T
C
LA
Y
G R
EE
N
E C
O U
N
TI
ES
A
R
KA
N
SA
S
BE
LO
W
H W
Y.
C
H
AN
N
EL
C
LE
AN
O
U T
BE
LO
W P
IG
G
O
TT
SE
EP
AG
E
R
EM
ED
IA
TI
O
N
C
EN
TE
R
LI
N E
ST
AT
IO
N
A D
JU
ST
ED
J
U L
D
ES
IG
N
G R
AD
E
AD
JU
ST
ED
B L
ST
A
9+
T
H R
U
+3
CL STA: 188+58.82
BL STA: 248+19
AZ 345°54'
0100 0 -100 -200 -300
CL
CL STA: 183+59.72
BL STA: 243+39
AZ 324°28'
0100 0 -100 -200 -300
CL
CL STA: 179+13.63
BL STA: 239+32
AZ 251°22'
0100 0 -100 -200 -300
CL
CL STA: 173+65.68
BL STA: 233+18
AZ 291°2'
0100 0 -100 -200 -300
CL
CL STA: 168+49.81
BL STA: 227+58
AZ 327°42'
0100 0 -100 -200 -300
CL
CL STA: 163+51.57
BL STA: 222+88
AZ 319°13'
0100 0 -100 -200 -300
CL
CL STA: 158+52.82
BL STA: 216+72
AZ 347°56'
0100 0 -100 -200 -300
CL
CL STA: 154+13.49
BL STA: 211+97
AZ 1°51'
0100 0 -100 -200 -300
CL
CL STA: 148+54.37
BL STA: 207+35
AZ 289°56'
0100 0 -100 -200 -300
MATERIAL(S) AT STATION 148+54.37
MATERIAL NAME
AREA
CHANNEL EXCAVATION
417.91
EXIST EME REMOVED
1609.33
MATERIAL(S) AT STATION 154+13.49
MATERIAL NAME
AREA
CHANNEL EXCAVATION
297.63
EXIST EME REMOVED
519.33
MATERIAL(S) AT STATION 158+52.82
MATERIAL NAME
AREA
CHANNEL EXCAVATION
7.16
EXIST EME REMOVED
1086.98
MATERIAL(S) AT STATION 163+51.57
MATERIAL NAME
AREA
CHANNEL EXCAVATION
404.26
EXIST EME REMOVED
796.09
MATERIAL(S) AT STATION 168+49.81
MATERIAL NAME
AREA
CHANNEL EXCAVATION
234.44
EXIST EME REMOVED
750.19
MATERIAL(S) AT STATION 173+65.68
MATERIAL NAME
AREA
CHANNEL EXCAVATION
327.91
EXIST EME REMOVED
854.63
MATERIAL(S) AT STATION 179+13.63
MATERIAL NAME
AREA
CHANNEL EXCAVATION
494.86
EXIST EME REMOVED
54.78
MATERIAL(S) AT STATION 183+59.72
MATERIAL NAME
AREA
CHANNEL EXCAVATION
442.37
EXIST EME REMOVED
720.15
MATERIAL(S) AT STATION 188+58.82
MATERIAL NAME
AREA
CHANNEL EXCAVATION
524.06
EXIST EME REMOVED
1157.53
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
EXISTING EMBANKMENT TO
BE REMOVED FOR LANDSIDE
BERM CONSTRUCTION
CHANNEL CLEANOUT -
MATERIAL TO BE REMOVED
NOTE: ALL CROSS SECTIONS SHOWN ARE FROM SURVEY SECTIONS
PERFORMED IN 2018. SECTIONS MAY NOT MATCH ACTUAL FIELD
CONDITIONS. PRE-CONSTRUCTION SURVEY REQUIRED TO BE
PERFORMED PRIOR TO ANY EXCAVATION OR EMBANKMENT
ACTIVITIES.
SECTION CENTERLINE STATIONING IS MEASURED ALONG THE
CHANNEL CENTERLINE.
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
M
EM
PH
IS
, T N
N
. M
AI
N S
TR
EE
T M
EM
PH
IS
D
IS
TR
IC
T
C-304
C R
O
SS
S
EC
TI
O
N S
4+
.8
TO
+2 8.
M .L
AM
PO
R T
D .G
R
IF
FI
TH
J.
G
IA
N
N
IN
I
D .S
H
AN
E C
AL
LA
H
AN
-D
EC
A1 CROSS SECTIONS - 144+23.89 TO 189+28.23
SCALE: NTS
VO
LU
M E
I:
BE
LO
W
H W
Y.
C
H
AN
N
EL
C
LE
AN
O
U T
C
LA
Y
G R
EE
N
E C
O U
N
TI
ES
A
R
KA
N
SA
S
BE
LO
W
H W
Y.
C
H
AN
N
EL
C
LE
AN
O
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BE
LO
W P
IG
G
O
TT
SE
EP
AG
E
R
EM
ED
IA
TI
O
N
C
EN
TE
R
LI
N E
ST
AT
IO
N
A D
JU
ST
ED
J
U L
CL STA: 213+89.70
BL STA: 273+64
AZ 343°31'
0100 0 -100 -200 -300
CL
CL STA: 208+40.37
BL STA: 268+35
AZ 328°7'
0100 0 -100 -200 -300
CL
CL STA: 203+93.25
BL STA: 263+83
AZ 332°59'
0100 0 -100 -200 -300
CL
CL STA: 198+54.91
BL STA: 258+46
AZ 332°39'
0100 0 -100 -200 -300 -400 -500
CL
CL STA: 193+60.04
BL STA: 253+14
AZ 350°3'
0100 0 -100 -200 -300 -400 -500
MATERIAL(S) AT STATION 193+60.04
MATERIAL NAME
AREA
CHANNEL EXCAVATION
1089.65
EXIST EME REMOVED
5389.91
MATERIAL(S) AT STATION 198+54.91
MATERIAL NAME
AREA
CHANNEL EXCAVATION
564.58
EXIST EME REMOVED
4060.99
MATERIAL(S) AT STATION 203+93.25
MATERIAL NAME
AREA
CHANNEL EXCAVATION
534.67
EXIST EME REMOVED
682.42
MATERIAL(S) AT STATION 208+40.37
MATERIAL NAME
AREA
CHANNEL EXCAVATION
502.49
EXIST EME REMOVED
997.55
MATERIAL(S) AT STATION 213+89.70
MATERIAL NAME
AREA
CHANNEL EXCAVATION
458.40
EXIST EME REMOVED
828.56
ROW
ROW
ROW
ROW
ROW
EXISTING EMBANKMENT TO
BE REMOVED FOR LANDSIDE
BERM CONSTRUCTION
CHANNEL CLEANOUT -
MATERIAL TO BE REMOVED
NOTE: ALL CROSS SECTIONS SHOWN ARE FROM SURVEY SECTIONS
PERFORMED IN 2018. SECTIONS MAY NOT MATCH ACTUAL FIELD
CONDITIONS. PRE-CONSTRUCTION SURVEY REQUIRED TO BE
PERFORMED PRIOR TO ANY EXCAVATION OR EMBANKMENT
ACTIVITIES.
SECTION CENTERLINE STATIONING IS MEASURED ALONG THE
CHANNEL CENTERLINE.
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
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SU
BM
IT
TE
D B
Y:
D
AT
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C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
M
EM
PH
IS
, T N
N
. M
AI
N S
TR
EE
T M
EM
PH
IS
D
IS
TR
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T
C-305
C R
O
SS
S
EC
TI
O
N S
4+
.5
TO
+5 9.
M .L
AM
PO
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D .G
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IF
FI
TH
J.
G
IA
N
N
IN
I
D .S
H
AN
E C
AL
LA
H
AN
-D
EC
A1 CROSS SECTIONS - 194+29.55 TO 214+59.21
SCALE: NTS
VO
LU
M E
I:
BE
LO
W
H W
Y.
C
H
AN
N
EL
C
LE
AN
O
U T
C
LA
Y
G R
EE
N
E C
O U
N
TI
ES
A
R
KA
N
SA
S
BE
LO
W
H W
Y.
C
H
AN
N
EL
C
LE
AN
O
U T
BE
LO
W P
IG
G
O
TT
SE
EP
AG
E
R
EM
ED
IA
TI
O
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C
EN
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R
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N E
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N
A D
JU
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J
U L
CL STA: 263+48.01
BL STA: 324+58
AZ 338°12'
0100 0 -100 -200 -300
CL
CL STA: 258+81.41
BL STA: 319+24
AZ 3°5'
0100 0 -100 -200 -300
CL
CL STA: 253+54.40
BL STA: 313+67
AZ 16°24'
0100 0 -100 -200 -300
CL
CL STA: 248+52.59
BL STA: 309+66
AZ 299°21'
0100 0 -100 -200 -300
CL
CL STA: 243+50.55
BL STA: 304+83
AZ 292°29'
0100 0 -100 -200 -300
CL
CL STA: 238+70.44
BL STA: 299+46
AZ 318°53'
0100 0 -100 -200 -300
CL
CL STA: 233+61.63
BL STA: 294+37
AZ 319°12'
0100 0 -100 -200 -300
CL
CL STA: 228+47.08
BL STA: 289+26
AZ 312°49'
0100 0 -100 -200 -300
CL
CL STA: 223+23.54
BL STA: 283+94
AZ 311°20'
0100 0 -100 -200 -300
CL
CL STA: 218+84.70
BL STA: 278+92
AZ 326°24'
0100 0 -100 -200 -300
MATERIAL(S) AT STATION 253+54.40
MATERIAL NAME
AREA
CHANNEL EXCAVATION
487.20
EXIST EME REMOVED
251.43
MATERIAL(S) AT STATION 218+84.70
MATERIAL NAME
AREA
CHANNEL EXCAVATION
414.41
EXIST EME REMOVED
936.92
MATERIAL(S) AT STATION 223+23.54
MATERIAL NAME
AREA
CHANNEL EXCAVATION
578.68
EXIST EME REMOVED
941.10
MATERIAL(S) AT STATION 228+47.08
MATERIAL NAME
AREA
CHANNEL EXCAVATION
646.52
EXIST EME REMOVED
761.94
MATERIAL(S) AT STATION 233+61.63
MATERIAL NAME
AREA
CHANNEL EXCAVATION
751.93
EXIST EME REMOVED
852.54
MATERIAL(S) AT STATION 238+70.44
MATERIAL NAME
AREA
CHANNEL EXCAVATION
744.95
EXIST EME REMOVED
939.16
MATERIAL(S) AT STATION 243+50.55
MATERIAL NAME
AREA
CHANNEL EXCAVATION
765.73
EXIST EME REMOVED
472.63
MATERIAL(S) AT STATION 248+52.59
MATERIAL NAME
AREA
CHANNEL EXCAVATION
521.07
EXIST EME REMOVED
102.81
MATERIAL(S) AT STATION 258+81.41
MATERIAL NAME
AREA
CHANNEL EXCAVATION
456.03
EXIST EME REMOVED
500.91
MATERIAL(S) AT STATION 263+48.01
MATERIAL NAME
AREA
CHANNEL EXCAVATION
474.85
EXIST EME REMOVED
152.90
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
EXISTING EMBANKMENT TO
BE REMOVED FOR LANDSIDE
BERM CONSTRUCTION
CHANNEL CLEANOUT -
MATERIAL TO BE REMOVED
NOTE: ALL CROSS SECTIONS SHOWN ARE FROM SURVEY SECTIONS
PERFORMED IN 2018. SECTIONS MAY NOT MATCH ACTUAL FIELD
CONDITIONS. PRE-CONSTRUCTION SURVEY REQUIRED TO BE
PERFORMED PRIOR TO ANY EXCAVATION OR EMBANKMENT
ACTIVITIES.
SECTION CENTERLINE STATIONING IS MEASURED ALONG THE
CHANNEL CENTERLINE.
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
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AR
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SI
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SU
BM
IT
TE
D B
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D
AT
E
C O
N
TR
AC
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N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
M
EM
PH
IS
, T N
N
. M
AI
N S
TR
EE
T M
EM
PH
IS
D
IS
TR
IC
T
C-306
C R
O
SS
S
EC
TI
O
N S
9+
.2
TO
+1 7.
M .L
AM
PO
R T
D .G
R
IF
FI
TH
J.
G
IA
N
N
IN
I
D .S
H
AN
E C
AL
LA
H
AN
-D
EC
A1 CROSS SECTIONS - 219+54.22 TO 264+17.53
SCALE: NTS
VO
LU
M E
I:
BE
LO
W
H W
Y.
C
H
AN
N
EL
C
LE
AN
O
U T
C
LA
Y
G R
EE
N
E C
O U
N
TI
ES
A
R
KA
N
SA
S
BE
LO
W
H W
Y.
C
H
AN
N
EL
C
LE
AN
O
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BE
LO
W P
IG
G
O
TT
SE
EP
AG
E
R
EM
ED
IA
TI
O
N
C
EN
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N E
ST
AT
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N
A D
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J
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CL STA: 283+69.15
BL STA: 345+33
AZ 295°11'
0100 0 -100 -200 -300
CL
CL STA: 278+62.46
BL STA: 340+31
AZ 323°19'
0100 0 -100 -200 -300
CL
CL STA: 273+65.75
BL STA: 334+84
AZ 341°31'
0100 0 -100 -200 -300
CL
CL STA: 268+56.23
BL STA: 324+68
AZ 340°22'
0100 0 -100 -200 -300
MATERIAL(S) AT STATION 268+56.23
MATERIAL NAME
AREA
CHANNEL EXCAVATION
440.12
EXIST EME REMOVED
504.45
MATERIAL(S) AT STATION 273+65.75
MATERIAL NAME
AREA
CHANNEL EXCAVATION
435.63
EXIST EME REMOVED
1156.26
MATERIAL(S) AT STATION 278+62.46
MATERIAL NAME
AREA
CHANNEL EXCAVATION
227.68
EXIST EME REMOVED
656.82
MATERIAL(S) AT STATION 283+69.15
MATERIAL NAME
AREA
CHANNEL EXCAVATION
86.08
EXIST EME REMOVED
211.37ROW
NOTE: ALL CROSS SECTIONS SHOWN ARE FROM SURVEY SECTIONS
PERFORMED IN 2018. SECTIONS MAY NOT MATCH ACTUAL FIELD
CONDITIONS. PRE-CONSTRUCTION SURVEY REQUIRED TO BE
PERFORMED PRIOR TO ANY EXCAVATION OR EMBANKMENT
ACTIVITIES.
SECTION CENTERLINE STATIONING IS MEASURED ALONG THE
CHANNEL CENTERLINE.
EXISTING EMBANKMENT TO
BE REMOVED FOR LANDSIDE
BERM CONSTRUCTION
CHANNEL CLEANOUT -
MATERIAL TO BE REMOVED
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
M
EM
PH
IS
, T N
N
. M
AI
N S
TR
EE
T M
EM
PH
IS
D
IS
TR
IC
T
C-307
C R
O
SS
S
EC
TI
O
N S
9+
.7
TO
+3 8.
M .L
AM
PO
R T
D .G
R
IF
FI
TH
J.
G
IA
N
N
IN
I
D .S
H
AN
E C
AL
LA
H
AN
-D
EC
A1 CROSS SECTIONS - 269+25.75 TO 284+38.66
SCALE: NTS
VO
LU
M E
I:
BE
LO
W
H W
Y.
C
H
AN
N
EL
C
LE
AN
O
U T
C
LA
Y
G R
EE
N
E C
O U
N
TI
ES
A
R
KA
N
SA
S
BE
LO
W
H W
Y.
C
H
AN
N
EL
C
LE
AN
O
U T
BE
LO
W P
IG
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O
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SE
EP
AG
E
R
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IA
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AD
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| Sheets and Views |
| C-100 PLAN & PROFILE-C-200 PLAN & PROFILE |
| Sheet 1 |
| C-100 PLAN & PROFILE-C-201 PLAN & PROFILE |
| Sheet 1 |
| C-100 PLAN & PROFILE-C-202 PLAN & PROFILE |
| Sheet 1 |
| C-100 PLAN & PROFILE-C-203 PLAN & PROFILE |
| Sheet 1 |
| C-100 PLAN & PROFILE-C-204 PLAN & PROFILE |
| Sheet 1 |
| C-100 PLAN & PROFILE-C-205 PLAN & PROFILE |
| Sheet 1 |
| C-303 TO C-307.pdf |
| C303 |
| Sheets and Views |
| C-303 CROSS SECTIONS |
| Sheet 1 |
| C304 |
| Sheets and Views |
| C-304 CROSS SECTIONS |
| Sheet 1 |
| C305 |
| Sheets and Views |
| C-305 CROSS SECTIONS |
| Sheet 1 |
| C306 |
| Sheets and Views |
| C-306 CROSS SECTIONS |
| Sheet 1 |
| C307 |
| Sheets and Views |
| C-307 CROSS SECTIONS |
| Sheet 1 |
File details come from the government source that posted it. Updated .