Ditch_19_Amendment_001.pdf
PDF 12 MB Posted
- Attached to
- Ditch 19 Channel Cleanout, Missouri
- Solicitation number
- W912EQ-16-B-0007
About this file
Section C-105 of the Plans
View the file
Other files
| File | Type | Posted |
|---|---|---|
| B07_Official_Bid_Abstract_Ditch_19_.pdf | ||
| AMENDMENT0003.pdf | ||
| A22_Ditch_19_Plans_Amendment.pdf | ||
| Amendment_Ditch_19.pdf | ||
| A22_Amend_Ditch_19.pdf | ||
| A22_Ditch_19_Solicitation.pdf | ||
| H01_Ditch19_Final_Plans.pdf |
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Text version
W912EQ-16-B-0007
AMENDMENT 0001
DITCH 19 CHANNEL CLEANOUT
DESCRIPTION OF CHANGES
PLAN CHANGE
1. C-105: Added note regarding clearing within wooded wetland.
AMENDMENT 0001
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D of Engineers
US Army Corps a u t o t im e
ID
Sheet
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H A
N E C
A L L
A H
A N P .E
1290+00 1295+00 1300+00 1305+00 1310+00 1315+00 1320+00 1325+00 1330+00 1335+00 1340+00
EL. 266.24
PVI STA. 1295+81
EL. 267.64
PVI STA. 1333+98
200' 400'
SCALE:1"=200'
N
IMAGERY AQUIRED 2009
1394.18'
AZ 359̂43'14"
1494.26'
AZ 4̂55'19"
1088.4
7'
AZ 350̂
23'01"
1470.64'
AZ 0̂26'01"
96" DIA. STEEL PIPE
INCOMING DITCH
30" DIA. STEEL PIPE
S T
A
M A
T C
H L
IN
E C -1
ROW LIMITS
CHANNEL CENTERLINE
USACE BASELINE
S T
A
M A
T C
H L
IN
E C -1
ROW LIMITS
VERTICAL:
HORIZONTAL:
200' 400'
SCALE:1"=200'
20' 40'
SCALE:1"=20'
CHANNEL DESIGN GRADE
RIGHT TOP BANK
S T
A
M A
T C
H L
IN
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H
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H W
A Y
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EL. 267.94
STA. 1340+00
EL. 266.04
STA. 1290+27
D
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/1
/2 s h e e t_ s e e d .d g n
C-105
S T
A T
O S
T A
ROW 26
ROW 27
ROW 28
ROW 29
ROW 69 ROW 70 ROW 71
ROW 72
ROW 73F/L OUT: 273.98
F/L IN: 274.94
36" DIA. STEEL PIPE
F/L OUT: 276.80
F/L IN: 277.14
30" DIA. STEEL PIPE
FLOW
CLEANOUT PLAN - B/L STA. 1290+27 TO B/L STA. 1340+00
CLEANOUT PROFILE - B/L STA. 1290+27 TO B/L STA. 1340+00
SUCH THAT A 50' BOTTOM WIDTH IS CENTERED ON THE CHANNEL CENTERLINE
EXCAVATE CHANNEL BETWEEN B/L STA. 1308+00 AND B/L STA. 1327+00
C L E
A N
O U
T P
L A
N A
N D P
R O
F
IL
E A
R E
A
FOR EME PLACEMENT.
MATERIAL AS NECESSARY
DRIFT/HAUL EXCAVATED
VEGETATION TO REMAIN.
WOODED WETLAND.
Y = 13264593.455
X = 2512838.361
SET IRON ROD
BL STA. 1302+46.29
D19-115 2014
Y = 13265666.628
X = 2512656.531
SET IRON ROD
BL STA. 1313+34.76
D19-116 2014
Y = 13267155.378
X = 2512784.737
SET IRON ROD
BL STA. 1328+29.02
D19-117 2014
BOTTOM (CENTERLINE)
EXISTING CHANNEL
45' BOTTOM WIDTH
100' LONG BOTTOM WIDTH TRANSITION
50' BOTTOM WIDTH
ALLOWED IN THIS AREA.
ACCESS. NO FILL OR GRUBBING
WOODED WETLAND AREA FOR
IS ALLOWED THROUGH
40' OF DESIGN TOP OF BANK
CLEARING OF TREES WITHIN
AMENDMENT 0001
B1ECDPAS
Polygon
| Ditch 19 Amendment 001 |
| W912EQ-16-B-0007 AMENDMENT 0001 |
| D19CC_C105 |
| D19CC_C105 |
| References |
| PW_WORKDIR:dms43490 |
| Ditch19_Border.dgn |
| Ditch19_Master.dgn, Profiles |
| PW_WORKDIR:dms43493 |
| D19CC_PLANANDPROFILEANNOTATION.dgn, PLOT |
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