Jameson Chute RTA.pdf
PDF 43 MB Posted
- Attached to
- Jameson Chute Repairs
- Solicitation number
- W912DQ23B1005
About this file
This document provides details on a federal contract opportunity for construction services. The U.S. Army Corps of Engineers, Kansas City District is seeking a contractor to perform repairs at Jameson Chute on the Missouri River in Saline County, Kansas. Access to the construction site is by water only. This is a 100% small business set-aside requiring firm-fixed price bids. The work is estimated to cost between $5-10 million and falls under NAICS code 237990 for specialty trade contractors with a $39.5 million size standard. The solicitation number for interested contractors to respond to is W912DQ23B1005.
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1 98765432
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US Army Corps
U .S
A
R M
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IN
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®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
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IN
E E
R S
GLASGOW, MO. STAGE TRENDS AT PROJECT SITE WILL BE SIMILAR, BUT NOT EXACT.
THIS SHEET IS FOR INFORMATIONAL PURPOSES ONLY, AND IS TO BE USED TO ILLUSTRATE HISTORIC RIVER STAGES AT 4.
CRP ELEVATION AT THE SITE IS ELEVATION 588.1 AT THE CHUTE ENTRANCE, AND ELEVATION 585.6 AT MID CHUTE. (NAVD88)4.
CONSTRUCTION REFERENCE PLANE (CRP 2017) AT GLASGOW, MO IS A GAGE READING 12.0 FT.3.
FLOOD STAGE CORRESPONDING TO A GAGE READING AT 25 FT.2.
MISSOURI RIVER USGS GAGE AT GLASGOW, MO IS LOCATED AT RIVER MILE 226.4.1.
NOTES:
.8
.8
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225.3
.2
5.
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.1
2.
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US Army Corps
U .S
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®of Engineers
US Army Corps
U .S
A
R M
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0 1000'500'
C-101
C-102
LEGEND
EXISTING REVETMENT/DIKE
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NEW WORK
GENERAL SHEET NOTES
JA
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...\...\Jameson Chute\...\MR_BS_JM_C-101.dgn
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SEE NOTE 6
EXIST SAND BAR
SEE NOTE 7
EXIST DIKE 225.0
SEE NOTE 5
HAUL ROAD
DO NOT USE FOR SITE ACCESS
(EXIST DIKE 225.2)
EXISTING CONTROL STRUCTURE
SEE NOTE 5
EXIST DIKE 225.3
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1 98765432
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US Army Corps
U .S
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®of Engineers
US Army Corps
U .S
A
R M
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0 400'200'
GENERAL SHEET NOTES
MUST BE RESTORED TO PRE-CONSTRUCTION CONDITION.
DISPOSING OF ROCK ON EITHER SIDE OF DIKE 225.0. NOTCHES
THE DIKE TO BE RAISED ACCORDING TO SHEET CS101, BY
BE LOWERED TO ELEVATION 591, EXCLUDING THE PORTION OF
TO BUILD A HAUL ROAD. AFTER CONSTRUCTION, DIKE MUST
EXISTING NOTCHES FILLED, AND DIKE WIDENED AS NEEDED
EXISTING DIKE 225.0 MAY BE RAISED TO ELEVATION 593.0, 7.
STRUCTURE UNDER THIS CONTRACT.
OFFICER AND SHALL NOT BE REUSED TO CONSTRUCT ANY
ALONGSIDE DIKE 225.0 AS DIRECTED BY THE CONTRACTING
ANY ROCK PLACED MUST BE REMOVED AND PLACED
WORK PAD DURING CONSTRUCTION. AFTER CONSTRUCTION,
ROCK MAY BE PLACED ON SAND BAR AS NEEDED TO STABILIZE 6.
UNDER THIS CONTRACT.
CONSTRUCT ANY STRUCTURE
MORE THAN 3' THICK, AND SHALL NOT BE REUSED TO
CHUTE, UPSTREAM OF EXISTING CONTROL STRUCTURE NO
ROAD MATERIAL MAY BE SPOILED ALONG RIGHT BANK OF
CONSTRUCTION CONDITION USING TYPE 2 STONE. HAUL
THE EXISTING REVEMENT 225.3 MUST BE RESTORED TO PRE-
BANK THE HAUL ROAD MUST BE REMOVED IN ITS ENTIRETY.
REVETMENT 225.3. FROM REVETMENT 225.3 TO THE LEFT
CONTROL STRUCTURE BETWEEN THE RIGHT BANK AND
BE LOWERED TO MATCH THE TOP ELEVATION OF THE EXISTING
STRUCTURE. AFTER CONSTRUCTION, THE HAUL ROAD MUST
ENTRANCE UPSTREAM OF THE EXISTING CONTROL
CONTRACTOR MAY BUILD A HAUL ROAD ACROSS THE CHUTE 5.
RESTORED TO PRE-CONSTRUCTION CONDITION.
STAGING LIMITS. BANKS WITHOUT BANK PAVING SHALL BE
CONSTRUCT RAMPS AND WORK PAD AS REQUIRED WITHIN
CONTRACTOR MAY MODIFY BANKS OR SANDBARS TO
EQUIPMENT MUST BE OFF-LOADED FROM BARGES.
WORK ACCESSIBLE BY FLOATING PLANT ONLY. ALL ROCK AND 4.
VERTICAL DATUM IS NAVD88.
SURVEY DATUM IS UTM-15N NAD83, US SURVEY FEET. 3.
DURING CONSTRUCTION.
REPRESENT CURRENT CONDITIONS OR THE CONDITIONS
FROM DECEMBER 2021 AT -3.3 CRP. IT MAY NOT
2022 SURVEY, AND AUGUST 2022 SURVEY. IMAGERY IS
EXISTING TERAIN IS A COMBINATION OF 2020 LIDAR, MAY 2.
DETAILS.
DETAILS. SEE 31 11 00 CLEARING AND GRUBBING FOR
PREVIOUSLY CUT AND LEFT IN PLACE. SEE C1/CS501 FOR
TREES WITHIN THE CONSTRUCTION LIMITS HAVE BEEN 1.
LEGEND
CONSTRUCTION LIMITS
MISSOURI RIVER MILE6.1
EXISTING DIKE/REVEMENT
STAGING AREA
STA 0+00.00
STA 7+36.34
POE
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STA 3+96.02
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DS: NWK_Screen.dscriptPD: NWK_pdf.pltcfg2:49:48 PM 2/17/2023
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U .S
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GENERAL SHEET NOTES
LEGEND
CONSTRUCTION LIMITS
MISSOURI RIVER MILE6.1
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STAGING AREA
NOT BE USED.
ADDITION OF NEW QUARRY STONE. SALVAGED STONE SHALL
AND MUST BE RESTORED TO PRE-EXISTING CONDITION BY THE
LOWERED WITH APPROVAL FROM THE CONTRACTING OFFICER
CHUTE. EXISTING REVETMENTS AT CHUTE EXIT MAY BE
FROM EXISTING REVETMENT AND TREES OR DEBRIS WITHIN
EXAMINE EXIT FOR ADEQUATE DEPTHS AND CLEAREANCE
THE DOWNSTREAM CHUTE EXIT. CONTRACTOR SHALL
CONTRACTOR MAY ACCESS WORK BY FLOATING PLANT FROM 5.
RESTORED TO PRE-CONSTRUCTION CONDITION.
STAGING LIMITS. BANKS WITHOUT BANK PAVING SHALL BE
CONSTRUCT RAMPS AND WORK PAD AS REQUIRED WITHIN
CONTRACTOR MAY MODIFY BANKS OR SANDBARS TO
EQUIPMENT MUST BE OFF-LOADED FROM BARGES.
WORK ACCESSIBLE BY FLOATING PLANT ONLY. ALL ROCK AND 4.
VERTICAL DATUM IS NAVD88.
SURVEY DATUM IS UTM-15N NAD83, US SURVEY FEET. 3.
DURING CONSTRUCTION.
REPRESENT CURRENT CONDITIONS OR THE CONDITIONS
FROM DECEMBER 2021 AT -3.3 CRP. IT MAY NOT
2022 SURVEY, AND AUGUST 2022 SURVEY. IMAGERY IS
EXISTING TERAIN IS A COMBINATION OF 2020 LIDAR, MAY 2.
DETAILS.
DETAILS. SEE 31 11 00 CLEARING AND GRUBBING FOR
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DS: NWK_Screen.dscriptPD: NWK_pdf.pltcfg2:52:29 PM 2/17/2023
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TIE INTO BANK PAVING
AND EXTENTION
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SEE CS501
REVEMENT
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ALIGNMENT
CHUTE ENT: RIGHT BANK
SEE CS301 FOR DETAILS
AND EXTENTION
DIKE 224.7 RAISE
CLIN 0004: (OPTION)
SEE CS301 FOR DETAILS
DIKE 225.0 RAISE AND EXTENTION
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US Army Corps
U .S
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US Army Corps
U .S
A
R M
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0 200'100'
GENERAL SHEET NOTES
ACCORDANCE WITH SPECIFICATION 32 92 19 SEEDING.
SEED DISTURBED AREAS WITH TEMPORARY SEED MIX IN 5.
SEE SPEC 35 31 24.00 23 FOR STONE GRADATION.4.
PAVING END TIE-INS.
LAYOUT. CREATE A SMOOTH TRANSITION FOR ALL BANK
COORDINATES WILL BE DETERMINED DURING SITE
BANK PAVING COORDINATES ARE APPROXIMATE. FINAL 3.
VERTICAL DATUM IS NAVD88.
SURVEY DATUM IS UTM-15N NAD83, US SURVEY FEET. 2.
DURING CONSTRUCTION.
REPRESENT CURRENT CONDITIONS OR THE CONDITIONS
2022 SURVEY, AND AUGUST 2022 SURVEY. IT MAY NOT
EXISTING TERRAIN IS A COMBINATION OF 2020 LIDAR, MAY 1.
LEGEND
CONSTRUCTION LIMITS
NEW WORK
GRADING LIMIT
MISSOURI RIVER MILE6.1
EXISTING DIKE/REVEMENT
E = 1,664,206.93
N = 14,197,187.31
E = 1,664,132.09
N = 14,197,081.02
E = 1,664,599.62
N = 14,196,751.85
E = 1,664,439.85
N = 14,196,550.38
EXISTING CONTROL STRUCTURE
SEE CS103 FOR DETAILS
CONTROL STRUCTURE EXTENSION
STAGING AREA
BANK PAVING ALIGNMENTS
DS: NWK_Screen.dscriptPD: NWK_pdf.pltcfg2:55:13 PM 2/17/2023
...\...\Jameson Chute\...\MR_BS_JM_CS102.dgn
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EXISTING CONTROL STRUCTURESEE F1/CS501 FOR DETAILS
WITH 3FT THICK LAYER OF ROCK
OVERLAY HIGH BANK OF ISLAND TIP
SEE CS501
PLACE BANK PAVING
ALIGNMENT
MID CHUTE EXIT: RT BANK
CLIN 0003 (OPTION)
SEE CS501
PLACE BANK PAVING
MID CHUTE EXIT: LT ALIGNMENT
CLIN 0003 OPTION
SEE CS501
PLACE BANK PAVING
MID CHUTE EXIT: RT ALIGNMENT
PLACE BANK PAVING SEE CS501
MID CHUTE: LEFT BANK ALIGNMENT
.1
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®of Engineers
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U .S
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US Army Corps
U .S
A
R M
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O F
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NORTH
PLAN
0 200'100'
GENERAL SHEET NOTES
LEGEND
CONSTRUCTION LIMITS
NEW WORK
GRADING LIMIT
MISSOURI RIVER MILE6.1
EXISTING DIKE/REVEMENT
STAGING AREA
ACCORDANCE WITH SPECIFICATION 32 92 19 SEEDING.
SEED DISTURBED AREAS WITH TEMPORARY SEED MIX IN 6.
SEE SPEC 35 31 24.00 23 FOR STONE GRADATION.5.
PAVING END TIE-INS.
LAYOUT. CREATE A SMOOTH TRANSITION FOR ALL BANK
COORDINATES WILL BE DETERMINED DURING SITE
BANK PAVING COORDINATES ARE APPROXIMATE. FINAL 4.
VERTICAL DATUM IS NAVD88.
SURVEY DATUM IS UTM-15N NAD83, US SURVEY FEET. 3.
DURING CONSTRUCTION.
REPRESENT CURRENT CONDITIONS OR THE CONDITIONS
2022 SURVEY, AND AUGUST 2022 SURVEY. IT MAY NOT
EXISTING TERAIN IS A COMBINATION OF 2020 LIDAR, MAY 2.
CLEARING AND GRUBBING FOR DETAILS.
PREVIOUSLY CUT AND LEFT IN PLACE. SEE 31 11 00
TREES WITHIN THE CONSTRUCTION LIMITS HAVE BEEN 1.
BANK PAVING ALIGNMENTS
TIE INTO EXISTING STONE
TIE INTO EXISTING STONE
3:00:32 PM 2/17/2023
...\...\Jameson Chute\...\MR_BS_JM_CS201.dgn
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US Army Corps
U .S
A
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0+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 580 580
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600 600
610 610
620 620
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1+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
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-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 580 580
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3+00
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1.5:1
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.0
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.0
.4
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.4
4+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 580 580
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610 610
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.4
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.4
.4
5+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
580 580
590 590
600 600
610 610
620 620
1.5:1
.4
.0
.4
.0
.4
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.4
.4
10' 20'0
CS301
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BANK PAVING.
LOCATED TO MINIMIZE AMOUNT OF ROCK FILL BELOW
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A D
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-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 580 580
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600 600
610 610
620 620
1.
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1.5:1
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-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
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600 600
610 610
620 620
1.5:1
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8+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 580 580
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600 600
610 610
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1.5:1
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.0
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9+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
580 580
590 590
600 600
610 610
620 620
630 630
1.5:1
1.
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1.5:1
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.0
.4
.0
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.0
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10+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
580 580
590 590
600 600
610 610
620 620
1.5:1
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.4
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KEYNOTES
BANK PAVING.
LOCATED TO MINIMIZE AMOUNT OF ROCK FILL BELOW
LOCATION OF CROSS SECTION MAY VARY AND BE
ADD ROCK FILL TO BRING SLOPE TO GRADE. EXACT 1.
A D
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US Army Corps
U .S
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A D
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S h e e ts
11+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
580 580
590 590
600 600
610 610
620 620
1.
5:
1.5:1
.4
.0
.4
.0
.4
.0
.4
.4
12+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
580 580
590 590
600 600
610 610
620 620
1.5:1
1.
5:
.4
.0
.4
.0
.4
.0
.4
.4
13+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
580 580
590 590
600 600
610 610
620 620
1.
5:
1.5:1
1.5:1 ) .4
.0
.4
.0
.4
.0
.4
.4
14+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
580 580
590 590
600 600
610 610
620 620
1.
5:
1.5:1
.4
.0
.4
.0
.4
.0
.4
.4
15+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
580 580
590 590
600 600
610 610
620 620
1.
5:
1.5:1
.4
.0
.4
.0
.4
.0
.4
.4
16+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
580 580
590 590
600 600
610 610
1.5:1
.4
.0
.4
.0
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.0
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CS303
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N S
A S
C
IT
Y D
IS
T
R
IC
T
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y
M O
J a m e s o n C h u te
\M
R
B S
J M
M
O D
E L
C
-X S
.d g n
D S
N
W K
S c re e n
.d s c ri p t
P D
N
W K p d f.
p lt c fg
:1
:1
A M
/1
/2
KEYNOTES
BANK PAVING.
LOCATED TO MINIMIZE AMOUNT OF ROCK FILL BELOW
LOCATION OF CROSS SECTION MAY VARY AND BE
ADD ROCK FILL TO BRING SLOPE TO GRADE. EXACT 1.
A D
Y T
O A
D V
E R
T
-5
F
Y
J A
M E
S O
N C
H U
T E
M
IS
S O
U R
I R
IV
E
R R
E C
O V
E R
Y P
R O
J E
C T
S E
E C
O V
E R
S H
E E
T
J A
N U
A R
Y
S E
E C
O V
E R
S H
E E
T
K A
N S
A S
C
IT
Y
M O
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y D
IS
T
R
G O
S S
E N
A U
O S
S S
E C
T
IO
F
O R
S Y
T H
E
M
C H
A P
M
B
S J M
M
O D
E L
C
-X S
.d
C
H R
IS
M
N
W K
S c re e n
.d s c ri p t
P D
N
W K p d f.
p lt c fg
:1
:2
A M
/1
/2
J a m e s o n C h u te
\M
R B
S J M
M
O D
E L
C
-X S
.d g n
A1
SCALE: 1":10'
CHUTE ENT: LEFT BANK - STA 17+00 TO STA 22+00
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 M
A R
K
S I Z
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
SHEET ID
A
B
C
D
E
F
G
1 98765432
®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 p w
K a n s a s C it y
D is tr ic t\ D o c u m e n ts \C iv il
W o rk s \M o R iv e r\
F Y
-B a n k S ta b il iz a ti o n
\J a m e s o n C h u te \6
.0 E n g in e e ri n g
-D e s ig n \6
.1 D ra w in g s \C
A D
B
IM
S h e e ts
17+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
590 590
600 600
610 610
620 620
1.
5:
1.5:1
.4
.5
.4
.5
.4
.0
.4
.4
.8
.2
18+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
590 590
600 600
610 610
620 620
1.
5:
1.5:1
.4
.5
.4
.5
.4
.0
.4
.4
19+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
590 590
600 600
610 610
620 620
1.
5:
1.5:1
.4
.5
.4
.5
.4
.0
.4
.4
20+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
590 590
600 600
610 610
620 620
1.
5:
1.5:1
.4
.5
.4
.5
.4
.0
.4
.4
21+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
590 590
600 600
610 610
620 620
1.
5:
1.5:1
.4
.5
.4
.5
.4
.0
.4
.4
22+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
590 590
600 600
610 610
620 620
1.
5:
1.5:1
.4
.5
.4
.5
.4
.0
.4
.4
CS304
N
S I
D
S E
E C
O V
E R
S H
E
N S
A S
C
IT
Y D
IS
T
R
IC
T
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y
M O
J a m e s o n C h u te
\M
R
B S
J M
M
O D
E L
C
-X S
.d g n
D S
N
W K
S c re e n
.d s c ri p t
P D
N
W K p d f.
p lt c fg
:1
:2
A
M
/1 /2
KEYNOTES
BANK PAVING.
LOCATED TO MINIMIZE AMOUNT OF ROCK FILL BELOW
LOCATION OF CROSS SECTION MAY VARY AND BE
ADD ROCK FILL TO BRING SLOPE TO GRADE. EXACT 1.
A D
Y T
O A
D V
E R
T
-5
F
Y
J A
M E
S O
N C
H U
T E
M
IS
S O
U R
I R
IV
E
R R
E C
O V
E R
Y P
R O
J E
C T
S E
E C
O V
E R
S H
E E
T
J A
N U
A R
Y
S E
E C
O V
E R
S H
E E
T
K A
N S
A S
C
IT
Y
M O
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y D
IS
T
R
G O
S S
E N
A U
O S
S S
E C
T
IO
F
O R
S Y
T H
E
M
C H
A P
M
B
S J M
M
O D
E L
C
-X S
.d
C
H R
IS
M
N
W K
S c re e n
.d s c ri p t
P D
N
W K p d f.
p lt c fg
:1
:3
A M
/1
/2
J a m e s o n C h u te
\M
R B
S J M
M
O D
E L
C
-X S
.d g n
A1
SCALE: 1":10'
CHUTE ENT: LEFT BANK - STA 23+00 TO STA 26+91
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 M
A R
K
S I Z
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
SHEET ID
A
B
C
D
E
F
G
1 98765432
®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 p w
K a n s a s C it y
D is tr ic t\ D o c u m e n ts \C iv il
W o rk s \M o R iv e r\
F Y
-B a n k S ta b il iz a ti o n
\J a m e s o n C h u te \6
.0 E n g in e e ri n g
-D e s ig n \6
.1 D ra w in g s \C
A D
B
IM
S h e e ts
23+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
590 590
600 600
610 610
620 620
1.5:1
1.
5:
.4
.5
.4
.5
.4
.0
.4
.4
24+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
590 590
600 600
610 610
620 620
1.5:1
1.5:1
.4
.5
.4
.5
.4
.0
.4
.4
25+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
590 590
600 600
610 610
620 620
1.5:1
1.5:1
.4
.5
.4
.5
.4
.0
.4
.4
26+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
590 590
600 600
610 610
620 620
1.
5:
1.5:1
.4
.0
.4
.0
.4
.0
.4
.4
26+91
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
580 580
590 590
600 600
610 610
620 620
1.5:1
1.
5:
.4
.0
.4
.1
.4
.0
.4
.4
CS305
R
O J E
C T
/C O
N T
R A
C T
I D
E N
T
IF
IE
R
A N
S I
D
S E
E C
O V
E R
S H
E
N S
A S
C
IT
Y D
IS
T
R
IC
T
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y
M O
J a m e s o n C h u te
\M
R
B S
J M
M
O D
E L
C
-X S
.d g n
D S
N
W K
S c re e n
.d s c ri p t
P D
N
W K p d f.
p lt c fg
:1
:3
A
M
/1 /2
KEYNOTES
BANK PAVING.
LOCATED TO MINIMIZE AMOUNT OF ROCK FILL BELOW
LOCATION OF CROSS SECTION MAY VARY AND BE
ADD ROCK FILL TO BRING SLOPE TO GRADE. EXACT 1.
A D
Y T
O A
D V
E R
T
IS
E
S E
E C
O V
E R
S H
E E
T
J A
N U
A R
Y
S E
E C
O V
E R
S H
E E
T
K A
N S
A S
C
IT
Y
M O
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y D
IS
T
R
G O
S S
E N
A U
E R
C F
O R
S Y
T H
E
M
C H
A P
M
B
S J M
M
O D
E L
C
-X S
.d
C
H R
IS
M
A N
D S
N
W K
S c re e n
.d s c ri p t
P D
N
W K p d f.
p lt c fg
:1
:0
A
M
/1 /2
J a m e s o n C h u te
\M
R B
S J M
M
O D
E L
C
-X S
.d g n
A1
SCALE: 1":10'
CHUTE ENT: LEFT BANK - STA 27+00 TO STA 32+00
-5
F
Y
J A
M E
S O
N C
H U
T E
M
IS
S O
U R
I R
IV
E
R R
E C
O V
E R
Y P
R O
J E
O S
S S
E C
T
IO
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 M
A R
K
S I Z
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
SHEET ID
A
B
C
D
E
F
G
1 98765432
®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 p w
K a n s a s C it y
D is tr ic t\ D o c u m e n ts \C iv il
W o rk s \M o R iv e r\
F Y
-B a n k S ta b il iz a ti o n
\J a m e s o n C h u te \6
.0 E n g in e e ri n g
-D e s ig n \6
.1 D ra w in g s \C
A D
B
IM
S h e e ts
27+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
580 580
590 590
600 600
610 610
620 620
1.
5:
1.5:1
1.5:1 ) .4
.0
.4
.0
.4
.0
.4
.4
28+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
580 580
590 590
600 600
610 610
620 620
1.
5:
1.5:1
.4
.0
.4
.0
.4
.0
.4
.4
29+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 580 580
590 590
600 600
610 610
620 620
1.5:1
1.5:1
.4
.0
.4
.0
.4
.0
.4
.4
30+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
580 580
590 590
600 600
610 610
620 620
1.5:1
1.5:1
.4
.0
.4
.0
.4
.0
.4
.4
.3
.4
31+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
580 580
590 590
600 600
610 610
620 620
1.5:1
.4
.0
.4
.0
.4
.0
.4
.4
32+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
580 580
590 590
600 600
610 610
620 620
1.5:1
1.5:1
.4
.0
.3
.1
.4
.0
.4
.0
.4
.4
.0
.9
S I
D
S E
E C
O V
E R
S H
E
N S
A S
C
IT
Y D
IS
T
R
IC
T
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y
M O
J a m e s o n C h u te
\M
R
B S
J M
M
O D
E L
C
-X S
.d g n
D S
N
W K
S c re e n
.d s c ri p t
P D
N
W K p d f.
p lt c fg
:1
:0
A
M
/1 /2
10' 20'0 CS306
P R
O J E
C T
/C O
N T
R A
C T
I D
E N
T
IF
IE
R
KEYNOTES
BANK PAVING.
LOCATED TO MINIMIZE AMOUNT OF ROCK FILL BELOW
LOCATION OF CROSS SECTION MAY VARY AND BE
ADD ROCK FILL TO BRING SLOPE TO GRADE. EXACT 1.
A D
Y T
O A
D V
E R
T
IS
E
S E
E C
O V
E R
S H
E E
T
J A
N U
A R
Y
S E
E C
O V
E R
S H
E E
T
K A
N S
A S
C
IT
Y
M O
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y D
IS
T
R
G O
S S
E N
A U
E R
C F
O R
S Y
T H
E
M
C H
A P
M
B
S J M
M
O D
E L
C
-X S
.d
C
H R
IS
M
A N
D S
N
W K
S c re e n
.d s c ri p t
P D
N
W K p d f.
p lt c fg
:1
:5
A
M
/1 /2
J a m e s o n C h u te
\M
R B
S J M
M
O D
E L
C
-X S
.d
-5
F
Y
J A
M E
S O
N C
H U
T E
M
IS
S O
U R
I R
IV
E
R R
E C
O V
E R
Y P
R O
J E
O S
S S
E C
T
IO
CHUTE ENT: LEFT BANK - STA 32+25
SCALE: 1":10'
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 M
A R
K
S I Z
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
SHEET ID
A
B
C
D
E
F
G
1 98765432
®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 p w
K a n s a s C it y
D is tr ic t\ D o c u m e n ts \C iv il
W o rk s \M o R iv e r\
F Y
-B a n k S ta b il iz a ti o n
\J a m e s o n C h u te \6
.0 E n g in e e ri n g
-D e s ig n \6
.1 D ra w in g s \C
A D
B
IM
S h e e ts
32+25
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
580 580
590 590
600 600
610 610
620 620
1.5:1
1.5:1
.4
.0
.4
.0
.4
.0
.4
.4
S I
D
S E
E C
O V
E R
S H
E
N S
A S
C
IT
Y D
IS
T
R
IC
T
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y
M O
J a m e s o n C h u te
\M
R
B S
J M
M
O D
E L
C
-X S
.d g n
D S
N
W K
S c re e n
.d s c ri p t
P D
N
W K p d f.
p lt c fg
:1
:5
A
M
/1 /2
CS307
P R
O J E
C T
/C O
N T
R A
C T
I D
E N
T
IF
IE
R
10' 20'0
KEYNOTES
BANK PAVING.
LOCATED TO MINIMIZE AMOUNT OF ROCK FILL BELOW
LOCATION OF CROSS SECTION MAY VARY AND BE
ADD ROCK FILL TO BRING SLOPE TO GRADE. EXACT 1.
A D
Y T
O A
D V
E R
T
-5
F
Y
J A
M E
S O
N C
H U
T E
M
IS
S O
U R
I R
IV
E
R R
E C
O V
E R
Y P
R O
J E
C T
S E
E C
O V
E R
S H
E E
T
J A
N U
A R
Y
S E
E C
O V
E R
S H
E E
T
K A
N S
A S
C
IT
Y
M O
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y D
IS
T
R
G O
S S
E N
A U
O S
S S
E C
T
IO
F
O R
S Y
T H
E
M
C H
A P
M
B
S J M
M
O D
E L
C
-X S
.d
C
H R
IS
M
N
W K
S c re e n
.d s c ri p t
P D
N
W K p d f.
p lt c fg
:1
:5
A
M
/1 /2
J a m e s o n C h u te
\M
R B
S J M
M
O D
E L
C
-X S
.d g n
A1
SCALE: 1"=10'
CHUTE ENT: RIGHT BANK - STA 0+75 TO STA 3+00
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 M
A R
K
S I Z
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
SHEET ID
A
B
C
D
E
F
G
1 98765432
®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 p w
K a n s a s C it y
D is tr ic t\ D o c u m e n ts \C iv il
W o rk s \M o R iv e r\
F Y
-B a n k S ta b il iz a ti o n
\J a m e s o n C h u te \6
.0 E n g in e e ri n g
-D e s ig n \6
.1 D ra w in g s \C
A D
B
IM
S h e e ts
0+75
-50 -40 -30 -20 -10 0 10 20 30 40 50
580 580
590 590
600 600
610 610
620 620
1.
5:
.5
.3
.1
.0
.1
.0
1+00
-50 -40 -30 -20 -10 0 10 20 30 40 50
570 570
580 580
590 590
600 600
610 610
620 620
1.5:1
1.
5:
.9
.7
.1
.4
.1
.0
.1
.0
1+85
-50 -40 -30 -20 -10 0 10 20 30 40 50
560 560
570 570
580 580
590 590
600 600
610 610
620 620
.5
.2
.1
.0
.1
.0
2+55
-50 -40 -30 -20 -10 0 10 20 30 40 50
580 580
590 590
600 600
610 610 ) .1
.0
.1
.0
3+00
-50 -40 -30 -20 -10 0 10 20 30 40 50
580 580
590 590
600 600
610 610
1.5:1
1.
5:
.8
.1
.1
.4
.1
.0
.1
.0
CS308
N
S I
D
S E
E C
O V
E R
S H
E
N S
A S
C
IT
Y D
IS
T
R
IC
T
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y
M O
J a m e s o n C h u te
\M
R
B S
J M
M
O D
E L
C
-X S
.d g n
D S
N
W K
S c re e n
.d s c ri p t
P D
N
W K p d f.
p lt c fg
:1
:5
A
M
/1 /2
A D
Y T
O A
D V
E R
T
-5
F
Y
J A
M E
S O
N C
H U
T E
M
IS
S O
U R
I R
IV
E
R R
E C
O V
E R
Y P
R O
J E
C T
S E
E C
O V
E R
S H
E E
T
J A
N U
A R
Y
S E
E C
O V
E R
S H
E E
T
K A
N S
A S
C
IT
Y
M O
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y D
IS
T
R
G O
S S
E N
A U
O S
S S
E C
T
IO
F
O R
S Y
T H
E
M
C H
A P
M
B
S J M
M
O D
E L
C
-X S
.d
C
H R
IS
M
N
W K
S c re e n
.d s c ri p t
P D
N
W K p d f.
p lt c fg
:1
:0
A
M
/1 /2
J a m e s o n C h u te
\M
R B
S J M
M
O D
E L
C
-X S
.d g n
A1
SCALE: 1"=10'
CHUTE ENT: RIGHT BANK - STA 4+00 TO END
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 M
A R
K
S I Z
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
SHEET ID
A
B
C
D
E
F
G
1 98765432
®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 p w
K a n s a s C it y
D is tr ic t\ D o c u m e n ts \C iv il
W o rk s \M o R iv e r\
F Y
-B a n k S ta b il iz a ti o n
\J a m e s o n C h u te \6
.0 E n g in e e ri n g
-D e s ig n \6
.1 D ra w in g s \C
A D
B
IM
S h e e ts
4+00
-50 -40 -30 -20 -10 0 10 20 30 40 50
580 580
590 590
600 600
610 610
620 620
1.
5:
1.
5:
.1
.0
.1
.0
.1
.0
.1
.0
.1
.4
5+00
-50 -40 -30 -20 -10 0 10 20 30 40 50
580 580
590 590
600 600
610 610
620 620
1.
5:
1.
5:
1.5:1
.1
.0
.1
.0
.1
.0
.1
.4
5+87
-50 -40 -30 -20 -10 0 10 20 30 40 50
580 580
590 590
600 600
610 610
620 620
CS309
N
S I
D
S E
E C
O V
E R
S H
E
N S
A S
C
IT
Y D
IS
T
R
IC
T
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y
M O
J a m e s o n C h u te
\M
R
B S
J M
M
O D
E L
C
-X S
.d g n
D S
N
W K
S c re e n
.d s c ri p t
P D
N
W K p d f.
p lt c fg
:1
:0
A
M
/1 /2
KEYNOTES
BANK PAVING.
LOCATED TO MINIMIZE AMOUNT OF ROCK FILL BELOW
LOCATION OF CROSS SECTION MAY VARY AND BE
ADD ROCK FILL TO BRING SLOPE TO GRADE. EXACT 1.
A D
Y T
O A
D V
E R
T
IS
E
S E
E C
O V
E R
S H
E E
T
J A
N U
A R
Y
S E
E C
O V
E R
S H
E E
T
K A
N S
A S
C
IT
Y
M O
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y D
IS
T
R
G O
S S
E N
A U
E R
C F
O R
S Y
T H
E
M
C H
A P
M
B
S J M
M
O D
E L
C
-X S
.d g n
N C
H R
IS
M
A N
D S
N
W K
S c re e n
.d s c ri p t
P D
N
W K p d f.
p lt c fg
:1
:0
A
M
/1 /2
J a m e s o n C h u te
\M
R B
S J M
M
O D
E L
C
-X S
.d g n
A1
SCALE: 1"=10'
A1
MID CHUTE: LEFT BANK - STA 0+00 TO STA 5+00
-5
F
Y
J A
M E
S O
N C
H U
T E
M
IS
S O
U R
I R
IV
E
R R
E C
O V
E R
Y P
R O
J E
O S
S S
E C
T
IO
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 M
A R
K
S I Z
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
SHEET ID
A
B
C
D
E
F
G
1 98765432
®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 p w
K a n s a s C it y
D is tr ic t\ D o c u m e n ts \C iv il
W o rk s \M o R iv e r\
F Y
-B a n k S ta b il iz a ti o n
\J a m e s o n C h u te \6
.0 E n g in e e ri n g
-D e s ig n \6
.1 D ra w in g s \C
A D
B
IM
S h e e ts
0+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
570 570
580 580
590 590
600 600
610 610
620 620
1.5:1
1.5:1
.9
.0
.9
.0
.9
.0
.9
.4
1+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
570 570
580 580
590 590
600 600
610 610
620 620
1.5:1
.9
.0
.9
.0
.9
.0
.9
.4
2+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
580 580
590 590
600 600
610 610
620 620
1.5:1
1.5:1
.9
.0
.9
.0
.9
.0
.9
.4
3+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 570 570
580 580
590 590
600 600
610 610
620 620
1.
5:
1.5:1
1.5:1
.9
.0
.9
.0
.9
.0
.9
.4
4+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
580 580
590 590
600 600
610 610
1.5:1
1.5:1
.9
.0
.9
.0
.9
.0
.9
.4
S I
D
S E
E C
O V
E R
S H
E
N S
A S
C
IT
Y D
IS
T
R
IC
T
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y
M O
J a m e s o n C h u te
\M
R
B S
J M
M
O D
E L
C
-X S
.d g n
D S
N
W K
S c re e n
.d s c ri p t
P D
N
W K p d f.
p lt c fg
:1
:0
A
M
/1 /2
10' 20'0 10' 20'0 CS110
KEYNOTES
BANK PAVING.
LOCATED TO MINIMIZE AMOUNT OF ROCK FILL BELOW
LOCATION OF CROSS SECTION MAY VARY AND BE
ADD ROCK FILL TO BRING SLOPE TO GRADE. EXACT 1.
A D
Y T
O A
D V
E R
T
IS
E
S E
E C
O V
E R
S H
E E
T
S E
E C
O V
E R
S H
E E
T
K A
N S
A S
C
IT
Y
M O
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y D
IS
T
R
G O
S S
E N
A U
E R
C F
O R
S Y
T H
E
M
C H
A P
M
B
S J M
M
O D
E L
C
-X S
.d
C
H R
IS
M
A N
D S
N
W K
S c re e n
.d s c ri p t
P D
N
W K p d f.
p lt c fg
:1
:1
A
M
/1 /2
J a m e s o n C h u te
\M
R B
S J M
M
O D
E L
C
-X S
.d g n
A1
MID CHUTE: LEFT BANK - STA 5+00 TO END
-5
F
Y
J A
M E
S O
N C
H U
T E
M
IS
S O
U R
I R
IV
E
R R
E C
O V
E R
Y P
R O
J E
O S
S S
E C
T
IO
L
IC
IT
A
T
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N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
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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
SHEET ID
A
B
C
D
E
F
G
1 98765432
®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 p w
K a n s a s C it y
D is tr ic t\ D o c u m e n ts \C iv il
W o rk s \M o R iv e r\
F Y
-B a n k S ta b il iz a ti o n
\J a m e s o n C h u te \6
.0 E n g in e e ri n g
-D e s ig n \6
.1 D ra w in g s \C
A D
B
IM
S h e e ts
5+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
570 570
580 580
590 590
600 600
610 610
620 620
1.5:1
1.5:1
.9
.5
.9
.5
.9
.0
.9
.4
6+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
570 570
580 580
590 590
600 600
610 610
620 620
1.5:1
1.5:1
.9
.5
.9
.5
.9
.0
.9
.4
7+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 570 570
580 580
590 590
600 600
610 610
1.5:1
.9
.5
.9
.5
.9
.0
.9
.4
8+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 570 570
580 580
590 590
600 600
610 610
1.5:1
1.5:1
.9
.5
.9
.5
.9
.0
.9
.4
9+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 570 570
580 580
590 590
600 600
610 610
620 620
1.
5:
1.5:1
1.5:1
.9
.5
.9
.5
.9
.0
.9
.4
9+80
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
570 570
580 580
590 590
600 600
1.5:1
1.
5:
.9
.5
.9
.5
.9
.0
.9
.4
S I
D
S E
E C
O V
E R
S H
E E
T
S E
E C
O V
E R
S H
E
N S
A S
C
IT
Y D
IS
T
R
IC
T
E
T
H S
T R
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T
K A
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A S
C
IT
Y
M O
J a m e s o n C h u te
\M
R
B S
J M
M
O D
E L
C
-X S
.d g n
D S
N
W K
S c re e n
.d s c ri p t
P D
N
W K p d f.
p lt c fg
:1
:1
A
M
/1 /2
10' 20'0 CS111
KEYNOTES
BANK PAVING.
LOCATED TO MINIMIZE AMOUNT OF ROCK FILL BELOW
LOCATION OF CROSS SECTION MAY VARY AND BE
ADD ROCK FILL TO BRING SLOPE TO GRADE. EXACT 1.
A D
Y T
O A
D V
E R
T
IS
E
S E
E C
O V
E R
S H
E E
T
J A
N U
A R
Y
K A
N S
A S
C
IT
Y
M O
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y D
IS
T
R
G O
S S
E N
A U
E R
C F
O R
S Y
T H
E
M
C H
A P
M
B
S J M
M
O D
E L
C
-X S
.d
C
H R
IS
M
A N
D S
N
W K
S c re e n
.d s c ri p t
P D
N
W K p d f.
p lt c fg
:1
:3
A
M
/1 /2
J a m e s o n C h u te
\M
R B
S J M
M
O D
E L
C
-X S
.d g n
A1
MID CHUTE EXIT: RT - STA 0+00 TO STA 4+00
-5
F
Y
J A
M E
S O
N C
H U
T E
M
IS
S O
U R
I R
IV
E
R R
E C
O V
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Y P
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J E
O S
S S
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T
IO
L
IC
IT
A
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N N
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S
IG
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IP
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C O
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C
H E
C K
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B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®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 p w
K a n s a s C it y
D is tr ic t\ D o c u m e n ts \C iv il
W o rk s \M o R iv e r\
F Y
-B a n k S ta b il iz a ti o n
\J a m e s o n C h u te \6
.0 E n g in e e ri n g
-D e s ig n \6
.1 D ra w in g s \C
A D
B
IM
S h e e ts
0+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
580 580
590 590
600 600
610 610
620 620
1.5:1
1.5:1
.9
.0
.9
.0
.9
.0
.9
.4
1+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
580 580
590 590
600 600
610 610
620 620
1.5:1
.9
.0
.9
.0
.9
.0
.9
.4
2+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
580 580
590 590
600 600
610 610
620 620
1.5:1
1.5:1
.9
.0
.9
.0
.9
.0
.9
.4
3+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 570 570
580 580
590 590
600 600
610 610
620 620
1.5:1
1.5:1
.9
.5
.9
.5
.9
.0
.9
.4
4+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
570 570
580 580
590 590
600 600
610 610
620 620
1.5:1
.9
.5
.9
.5
.9
.0
.9
.4
S I
D
S E
E C
O V
E R
S H
E E
T
S E
E C
O V
E R
S H
E E
T
K A
N S
A S
C
IT
Y D
IS
T
R
IC
T
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y
M O
J a m e s o n C h u te
\M
R
B S
J M
M
O D
E L
C
-X S
.d g n
D S
N
W K
S c re e n
.d s c ri p t
P D
N
W K p d f.
p lt c fg
:1
:3
A
M
/1 /2
10' 20'0 CS112
KEYNOTES
BANK PAVING.
LOCATED TO MINIMIZE AMOUNT OF ROCK FILL BELOW
LOCATION OF CROSS SECTION MAY VARY AND BE
ADD ROCK FILL TO BRING SLOPE TO GRADE. EXACT 1.
A D
Y T
O A
D V
E R
T
IS
E
S E
E C
O V
E R
S H
E E
T
J A
N U
A R
Y
S E
E C
O V
E R
S H
E E
T
K A
N S
A S
C
IT
Y
M O
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y D
IS
T
R
G O
S S
E N
A U
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C F
O R
S Y
T H
E
M
C H
A P
M
B
S J M
M
O D
E L
C
-X S
.d g n
N C
H R
IS
M
A N
D S
N
W K
S c re e n
.d s c ri p t
P D
N
W K p d f.
p lt c fg
:1
:3
A
M
/1 /2
J a m e s o n C h u te
\M
R B
S J M
M
O D
E L
C
-X S
.d g n
SCALE: 1"=10'
MID CHUTE EXIT: RT - STA 5+00 TO END
-5
F
Y
J A
M E
S O
N C
H U
T E
M
IS
S O
U R
I R
IV
E
R R
E C
O V
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R O
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S S
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T
IO
L
IC
IT
A
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N N
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S
IG
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R
IP
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N M
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IT
T
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B Y
D A
T E
C O
N T
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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
SHEET ID
A
B
C
D
E
F
G
1 98765432
®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 p w
K a n s a s C it y
D is tr ic t\ D o c u m e n ts \C iv il
W o rk s \M o R iv e r\
F Y
-B a n k S ta b il iz a ti o n
\J a m e s o n C h u te \6
.0 E n g in e e ri n g
-D e s ig n \6
.1 D ra w in g s \C
A D
B
IM
S h e e ts
5+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 560 560
570 570
580 580
590 590
600 600
610 610
620 620
1.5:1
1.5:1
1.5:1
.9
.0
.9
.0
.9
.0
.9
.4
6+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
580 580
590 590
600 600
610 610
620 620
1.
5:
1.5:1
.9
.5
.9
.5
.9
.0
.9
.4
7+00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 580 580
590 590
600 600
610 610
620 620
1.
5:
1.5:1
.9
.5
.9
.5
.9
.0
.9
.4
7+36
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
580 580
590 590
600 600
610 610
620 620
1.5:1
1.
5:
.9
.0
.9
.0
.9
.0
.9
.4
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10' 20'0 CS113
KEYNOTES
BANK PAVING.
LOCATED TO MINIMIZE AMOUNT OF ROCK FILL BELOW
LOCATION OF CROSS SECTION MAY VARY AND BE
ADD ROCK FILL TO BRING SLOPE TO GRADE. EXACT 1.
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1 98765432
®of Engineers
US Army Corps
U .S
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0+00
-50 -40 -30 -20 -10 0 10 20 30 40 50
580 580
590 590
600 600
610 610
1.
5:
1.5:1
.9
.0
.9
.0
.9
.0
.9
.4
1+00
-50 -40 -30 -20 -10 0 10 20 30 40 50
580 580
590 590
600 600
610 610
620 620
1.5:1
1.5:1
.9
.0
.9
.0
.9
.0
.9
.4
2+00
-50 -40 -30 -20 -10 0 10 20 30 40 50
580 580
590 590
600 600
610 610
620 620
1.5:1
.9
.0
.9
.0
.9
.0
.9
.4
3+00
-50 -40 -30 -20 -10 0 10 20 30 40 50
580 580
590 590
600 600
610 610
620 620
1.5:1
1.5:1
.9
.0
.9
.0
.9
.0
.9
.4
3+96
-50 -40 -30 -20 -10 0 10 20 30 40 50
580 580
590 590
600 600
610 610
620 620
1.5:1
1.
5:
.9
.0
.9
.0
.9
.0
.9
.4
.8
.4
CS314
N
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A S
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KEYNOTES
BANK PAVING.
LOCATED TO MINIMIZE AMOUNT OF ROCK FILL BELOW
LOCATION OF CROSS SECTION MAY VARY AND BE
ADD ROCK FILL TO BRING SLOPE TO GRADE. EXACT 1.
C1 SCALE: NTS
ACCESS/HAUL ROUTE DETAIL
GRADATION.
SEE 35 31 24.00 23 FOR
INSTALL TYPE 2 STONE
AND PROFILE SHEETS
ALIGNMENT PER PLAN
MINIMUM STRUCTURE HEIGHT
BED AS NEEDED TO MEET
EXCAVATE EXISTING RIVER
M
IN
CHUTE FLOW
PLAN SHEETS
ALIGNMENT PER
M
A X
H
E
IG
H T
VARIES
GRADE
EXISTING
APPROXIMATE
TOP OF BANK
WITHIN THE CONSTRUCTION LIMITS.
TREES HAVE BEEN PREVIOUSLY DOWNED
DETAIL
SEE NOTES ON THIS
VEGETATION SPOIL AREA
A8 SCALE: NTS
DIKE RAISE DETAIL
GRADATION.
SEE 35 31 24.00 23 FOR
INSTALL TYPE 1 STONE
EXISTING CHANNEL BOTTOM
AND PROFILE SHEETS
ALIGNMENT PER PLAN
MIN 4FT
A1 SCALE: NTS
CHUTE ENTRANCE CONTROL STRUCTURE EXTENSION
A5 SCALE: NTS
STONE FILL REVETMENT
C5 SCALE: NTS
BANK PAVING
SEE PLAN SHEETS
BANK PAVING ALIGNMENT
3' M
IN
EXISTING BANK (VARIES)
EXISTING BANK LINE
FILL WITH STONE TO
BANK LINE VARIES.
SEE NOTE 1
AS REQUIRED
EXCAVATE EXISTING BANK
BANK LINE VARIES.
AS REQUIRED
EXCAVATE BANK TOE
BANK LINE VARIES.
1V:1.5H
1V:1.5H
SEE 35 31 24.00 FOR GRADATION
INSTALL TYPE 1 STONE
F1 SCALE: NTS
STONE OVERLAY
SEE PLAN SHEETS FOR LIMITS
ON EXISTING BANK.
PLACE TYPE 1 STONE
WITH EXISTING STONE
TIE…
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