MRRP_OT_RTA.pdf
PDF 45 MB Posted
- Attached to
- Overton Chute Repairs Federal contract opportunity
- Solicitation number
- W912DQ23B1037
About this file
This document outlines a federal contract opportunity for construction services. The U.S. Army Corps of Engineers, Kansas City District, is seeking a contractor to perform repair and modification work at the Overton Chute on the Missouri River in Cooper County. Services include repairs to existing control structures, construction of adjacent bank protection, road improvements, grading and excavation work within Overton Chute. The contractor will transport and place new stone using land-based equipment, and no dredging is permitted. This is a 100% total small business set-aside contract with an estimated value between $1,000,000 to $5,000,000. The NAICS code is 237990 and size standard is $39,500,000.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| C.04.01 Abstract of Offers W912DQ23B1037 Overton Chute Repair - Signed.pdf | ||
| B.08.03 Solicitation amendment 0004.pdf | ||
| B.08.03 Solicitation Amend 0003.pdf | ||
| B.08.03 Solicitation Amend 0002.pdf.pdf | ||
| Bidder Inquires and Answers-Overton Chute.pdf | ||
| Site Visit Sign-In Sheet.pdf | ||
| B.08.03 Solicitation Amend 0001.pdf | ||
| MRRP_OT_RTA.pdf | ||
| FY23 OVERTON NORTH CHUTE REHABILITATION.pdf |
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COOPER COUNTY, MISSOURI
OVERTON NORTH CHUTE REHABILITATION
MISSOURI RIVER RECOVERY PROGRAM
W912DQ23B1037
APRIL 2023
SEE COVER SHEET
KANSAS CITY DISTRICT
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SHEET INDEX AND LOCATION MAP
MO RIVERBANK STABILIZATION STRUCTURE LAYOUT
HYDROGRAPH
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CS104
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MRRP_OT_CS104.DGN
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DETAILS MRRP_OT_CS501.DGN
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SECTION IDENTIFICATION LETTER
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SHEET NUMBER OF DRAWING
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DETAIL IDENTIFICATION NUMBER
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SHEET NUMBER OF DRAWING
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SHEET NUMBER OF DETAIL
EXTERIOR VIEW LETTER
INTERIOR VIEW NUMBER
WHERE VIEW IS SHOWN
SHEET NUMBER OF DRAWING
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SHEET NUMBER OF DRAWING
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5-DIGIT PROJECT CODE (TRI-SERVICE STANDARD)
2-DIGIT SHEET SEQUENCE (00-99)
1-DIGIT SHEET TYPE DESIGNATOR (0-9)
2-DIGIT DISIPLINE DESIGNATOR (SEE ABOVE)
INTERDISCIPLINARY LEGENDS
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CIVIL DEMOLITION
CIVIL GENERAL
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MECHANICAL ELEMENTS
MECHANICAL DEMOLITION
MECHANICAL GENERAL
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RIVERWARD END OF A DIKE, AND RUNNING PARALLEL WITH THE CURRENT, IN
TO SEDIMENT DEPOSITION LANDWARD OF THE REVETMENT, OR LOCATED ON THE
ALONG THE OUTSIDE BANK AND COINCIDENT WITH THE EXISTING HIGH BANK DUE
OUTER BANK WITH WATER ON THE LANDWARD AND RIVERWARD SIDES, LOCATED
WITH THE CURRENT. STONE FILL REVETMENTS CAN BE LOCATED ALONG THE
WATER ALONG AN AZIMUTH LINE RIVERWARD OF THE HIGH BANK AND PARALLEL
STONE FILL REVETMENT IS REVETMENT CONSTRUCTED BY PLACING STONE IN OPEN 2.
REVETMENT ARE CONSIDERED ONE AND THE SAME.
AND AT THE TOE. FOR PURPOSES OF THIS CONTRACT, TOE TRENCH AND STANDARD
DIFFERENCES BETWEEN THESE TWO TYPES OF REVETMENTS ARE UNDERWATER
CONSTRUCTED BY PLACING STONE ON A PREVIOUSLY GRADED BANK. THE
TOE TRENCH REVETMENT AND STANDARD REVETMENT ARE REVETMENTS 1.
DS: NWK_Screen.dscriptPD: NWK_pdf.pltcfg9:49:54 AM 4/25/2023
G-005
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DS: NWK_Screen.dscriptPD: NWK_pdf.pltcfg9:49:54 AM 4/25/2023
...\...\Tadpole-Overton Chute Rehabilitation\...\MRRP_OT_G-005.dgn
SCALE: NTSA1
MISSOURI RIVER HYDROGRAPH 2000 - 2021
END OF THE OVERTON CHUTE OF 559.5 NAVD.
GAGE WHICH EQUALS A WATER SURFACE AT THE UPPER
CONSTRUCTION REFERENCE PLANE AT THE BOONVILLE
CONSTRUCTION REFERENCE PLANE (CRP)
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®of Engineers
US Army Corps
U .S
A
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®of Engineers
US Army Corps
U .S
A
R M
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O F
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IN
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TRENDS AT PROJECT SITE WILL BE SIMILAR, BUT NOT EXACT.
5. THIS SHEET IS FOR INFORMATIONAL PURPOSES ONLY, AND IS TO BE USED TO ILLUSTRATE HISTORIC RIVER STAGES AT BOONVILLE, MO. STAGE
4. CRP ELEVATION AT THE SITE IS ELEVATION 565.4 FT. (NAVD88) AT RIVER MILE 187.3.
CONSTRUCTION REFERENCE PLANE (CRP 2017) AT BOONVILLE, MO IS A GAGE READING OF 8.1 FT.3.
FLOOD STAGE CORRESPONDS TO A GAGE READING OF 21 FT. 2.
1. MISSOURI RIVER USGS GAGE AT BOONVILLE, MO IS LOCATED AT RIVER MILE 196.6.
NOTES:
JAN 2000 JAN 2002 JAN 2004 JAN 2006 JAN 2008 JAN 2010 JAN 2012 JAN 2014 JAN 2016 JAN 2018 JAN 2020 JAN 2022
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DS: NWK_Screen.dscriptPD: NWK_pdf.pltcfg11:03:46 AM 4/25/2023
...\...\Tadpole-Overton Chute Rehabilitation\...\MRRP_OT_C-100.dgn
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
187.0
186.5
186.0
CS101
C S
CS103
OVERTON ISLAND
OVERTON CHUTE
MISSOURI RIVER
O
VERTO
N CHUTE
1,762,148.72 E
14,149,658.38 N
BEGIN CUMBERLAND
CHURCH ROAD
IMPROVEMENTS
1,767,570.16 E
14,149,033.52 N
END CUMBERLAND
CHURCH ROAD
IMPROVEMENTS
SEE DETAIL A8/CS501
CHURCH ROAD IMPROVEMENTS
1.15 MILES CUMBERLAND
ACCESS CONTROL GATE
SEE F4/CS501
DRAINAGE DITCH 1
INSTALL 285 LF
SEE F4/CS501
DRAINAGE DITCH 2
INSTALL 215 LF
SEE F4/CS501
DRAINAGE DITCH 3
INSTALL 230 LF
AND STORAGE AREA
OPTIONAL STAGING
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A
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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
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A1
OVERALL SITE PLAN
1"=400'SCALE: 800'0 400'
N
ACCORDANCE WITH 31 11 00 CLEARING AND GRUBBING.
NEEDED. CLEAR REMAINING TREES AS NEEDED IN
CUT AND LEFT IN PLACE. MOVE DOWNED TREES AS
SOME TREES WITHIN CONSTRUCTION LIMITS HAVE BEEN 2.
WITHIN CONSTRUCTION LIMITS.
STAGING AND STORAGE AREAS MAY BE ANYWHERE 1.
GENERAL SHEET NOTES
LEGEND
EXISTING REVETMENT/DIKE
SITE ACCESS
CONSTRUCTION LIMIT
186.4 MISSOURI RIVER MILE
DS: NWK_Screen.dscriptPD: NWK_pdf.pltcfg9:44:49 AM 4/25/2023
...\...\Tadpole-Overton Chute Rehabilitation\...\MRRP_OT_CS301.dgn
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ID
SCALE: 1" = 10'
MID CHUTE: UPSTREAM LEFT BANK STA. 0+00
E1
SCALE: 1" = 10'
MID CHUTE: UPSTREAM LEFT BANK STA. 1+00
EXISTING SURFACE
PROPOSED WORK
EXISTING SURFACE
SHOWN ON THIS SECTION
STONE OVERLAY NOT
PROPOSED WORK
1.5:1
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US Army Corps
U .S
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IN
E E
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0+00
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
560 560
570 570
580 580
590 590
.4
.7
.4
.8
.4
.2
.4
.8
.5
.2
1+00
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
560 560
570 570
580 580
590 590
.4
.5
.4
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.4
.9
.4
.4
.3
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®of Engineers
US Army Corps
U .S
A
R M
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O F
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IN
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10' 20'0
10' 20'0
1.5:1
1.5:1
1.5:1
SHEET KEYNOTES
BELOW BANK PAVING.
SECTION MAY VARY AND BE LOCATRED TO MINIMIZE AMOUNT OF ROCK FILL
ADD ROCK FILL TO BRING SLOPE TO GRADE. EXACT LOCATION OF CROSS 1.
DS: NWK_Screen.dscriptPD: NWK_pdf.pltcfg9:45:14 AM 4/25/2023
...\...\Tadpole-Overton Chute Rehabilitation\...\MRRP_OT_CS302.dgn
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MID CHUTE: DOWNSTREAM LEFT BANK, STA. 1+00
E1
SCALE: 1" = 10'
MID CHUTE: DOWNSTREAM LEFT BANK, STA. 2+00
E6
SCALE: 1" = 10'
MID CHUTE: DOWNSTREAM LEFT BANK, STA. 3+00
PROPOSED WORK
PROPOSED WORK
PROPOSED WORK
EXISTING SURFACE
EXISTING SURFACE
EXISTING SURFACE
S O
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SHEET ID
A
B
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US Army Corps
U .S
A
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P S
O F
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G
IN
E E
R S
1+00
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
530 530
540 540
550 550
560 560
570 570
580 580
590 590
600 600
.4
.0
.4
.4
2+00
-20 -10 0 10 20 30 40 50 60 70 80 90 100
550 550
560 560
570 570
580 580
590 590
600 600
.0
.4
.0
.0
.0
.5
.4
.3
.4
.9
3+00
-20 -10 0 10 20 30 40 50 60 70 80 90 100
550 550
560 560
570 570
580 580
590 590
.0
.5
.9
.4
.0
.1
.4
.4
.4
.8
1.5:1 1.5:1
1.5:11.5:1
1.5:1
10' 20'0 10' 20'0
10' 20'0
SHEET KEYNOTES
BELOW BANK PAVING.
SECTION MAY VARY AND BE LOCATED TO MINIMIZE AMOUNT OF ROCK FILL
DS: NWK_Screen.dscriptPD: NWK_pdf.pltcfg9:45:35 AM 4/25/2023
...\...\Tadpole-Overton Chute Rehabilitation\...\MRRP_OT_CS303.dgn
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C1
SCALE: 1" = 10'
MID CHUTE: DOWNSTREAM LEFT BANK, STA. 5+00
E1
SCALE: 1" = 10'
MID CHUTE: DOWNSTREAM LEFT BANK, STA. 6+00
C6
SCALE: 1" = 10'
MID CHUTE: DOWNSTREAM LEFT BANK, STA. 8+00
A6
SCALE: 1" = 10'
MID CHUTE: DOWNSTREAM LEFT BANK, STA. 7+00
EXISTING SURFACE
EXISTING SURFACE
EXISTING SURFACE
EXISTING SURFACEEXISTING SURFACE
PROPOSED WORK
PROPOSED WORK
PROPOSED WORKPROPOSED WORK
PROPOSED WORK
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SHEET ID
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1 98765432
®of Engineers
US Army Corps
U .S
A
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P S
O F
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4+00
-20 -10 0 10 20 30 40 50 60 70 80 90 100
550 550
560 560
570 570
580 580
590 590
.0
.9
.7
.8
.0
.2
.4
.6
.4
.2
5+00
-20 -10 0 10 20 30 40 50 60 70 80 90 100
560 560
570 570
580 580
590 590
600 600
.4
.8
.3
.5
.4
.9
.4
.8
.4
.5
6+00
-20 -10 0 10 20 30 40 50 60 70 80 90 100
560 560
570 570
580 580
590 590
600 600
.4
.3
.5
.8
.4
.4
.4
.3
.4
.0
7+00
-20 -10 0 10 20 30 40 50 60 70 80 90 100
560 560
570 570
580 580
590 590
600 600
.0
.2
.8
.1
.0
.3
.4
.6
.4
.7
8+00
-20 -10 0 10 20 30 40 50 60 70 80 90 100
560 560
570 570
580 580
590 590
600 600
.0
.5
.0
.6
.4
.9
.4
.5
10' 20'0
10' 20'010' 20'0
10' 20'0
10' 20'0
1.5:1
1.5:1
1.5:1
1.5:1
1.5:1
1.5:1
1.5:1
1.5:1
SHEET KEYNOTES
BELOW BANK PAVING.
DS: NWK_Screen.dscriptPD: NWK_pdf.pltcfg9:45:58 AM 4/25/2023
...\...\Tadpole-Overton Chute Rehabilitation\...\MRRP_OT_CS304.dgn
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MID CHUTE UPSTREAM RIGHT BANK 0+00
D1
SCALE: 1" = 10'
MID CHUTE: UPSTREAM RIGHT BANK, STA. 1+00
EXISTING SURFACE
EXISTING SURFACE
PROPOSED WORK
PROPOSED WORK
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D
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F
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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
0+00
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
550 550
560 560
570 570
580 580
590 590
600 600
.7
.4
.4
.0
.3
.6
.4
.0
.4
.0
.4
.4
1+00
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
550 550
560 560
570 570
580 580
590 590
600 600
.0
.3
.4
.0
.6
.7
.4
.0
.4
.0
.4
.4
10' 20'0
10' 20'0
1.
5:
1.
5:
1.
5:
1.
5:
SHEET KEYNOTES
BELOW BANK PAVING.
DS: NWK_Screen.dscriptPD: NWK_pdf.pltcfg12:15:01 PM 4/25/2023
...\...\Tadpole-Overton Chute Rehabilitation\...\MRRP_OT_CS305.dgn
M
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A M
E
C O
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R A
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SCALE: 1" = 15'
MID CHUTE: DOWNSTREAM RIGHT BANK ALIGNMENT 1, STA. 0+50
C1
SCALE: 1" = 15'
MID CHUTE: DOWNSTREAM RIGHT BANK ALIGNMENT 1, STA. 1+00
E1
SCALE: 1" = 15'
MID CHUTE: DOWNSTREAM RIGHT BANK ALIGNMENT 1, STA. 1+50
EXISTING SURFACE
EXISTING SURFACE
EXISTING SURFACE
PROPOSED WORK
PROPOSED WORK
PROPOSED WORK
S O
L
IC
IT
A
T
IO
N N
O
D E
S
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N E
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D A
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C
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N B
Y
IS
S
U E
D A
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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
0+50
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
520 520
530 530
540 540
550 550
560 560
570 570
580 580
590 590
.4
.0
.1
.0
.0
.0
.4
.4
.1
.4
1+00
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
530 530
540 540
550 550
560 560
570 570
580 580
590 590
600 600
.0
.0
.0
.4
.4
.6
.9
.6
.7
1+50
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
530 530
540 540
550 550
560 560
570 570
580 580
590 590
600 600
.0
.0
.0
.4
.4
.0
.6
.9
®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
15' 30'0
15' 30'0
15' 30'0
1.
5:
1.
5:
1.
5:
SHEET KEYNOTES
BELOW BANK PAVING.
SECTION MAY VARY AND BE LOCATED TO MINIMIZE AMOUNT OF ROCK FILL
ADD ROCK FILL TO BRING SLOPE TO GRADE. EXACT LOCATION OF CROSS 1.
1.
5:
DS: NWK_Screen.dscriptPD: NWK_pdf.pltcfg9:46:41 AM 4/25/2023
...\...\Tadpole-Overton Chute Rehabilitation\...\MRRP_OT_CS306.dgn
M
G O
S S
E N
A U
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C R
O S
S S
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T
IO
N
CS306
C
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L
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S
S
JA
L
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I- K
A M
A L
I
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A P
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S .d g n
M
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S S
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A
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CS306
J C
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S
M
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A P
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JA
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I- K
A M
A
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-5
F
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E
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T O
N C
H U
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R E
H A
B
IL
IT
A
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IO
N
M
IS
S O
U R
I R
IV
E
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IT
IG
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IO
N
P R
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S O
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IC
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E
C O
N T
R A
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MID CHUTE: DOWNSTREAM RIGHT BANK ALIGNMENT 2, STA. 2+00
C1
SCALE: 1" = 15'
MID CHUTE: DOWNSTREAM RIGHT BANK ALIGNMENT 2, STA. 3+00
E1
SCALE: 1" = 15'
MID CHUTE: DOWNSTREAM RIGHT BANK ALIGNMENT 2, STA. 3+50
PROPOSED WORK
PROPOSED WORK
PROPOSED WORK
EXISTING SURFACE
EXISTING SURFACE
EXISTING SURFACE
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
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S I Z
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T
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D A
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C O
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R A
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N O
C
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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
2+00
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
530 530
540 540
550 550
560 560
570 570
580 580
590 590
.4
.0
.5
.4
.0
.0
3+00
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
540 540
550 550
560 560
570 570
580 580
590 590
.4
.0
.5
.7
.3
.0
.0
.0
3+50
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
550 550
560 560
570 570
580 580
590 590
.0
.8
.2
.7
.0
.0
®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
15' 30'0
15' 30'0
15' 30'0
1.
5:
1.
5:
1.
5:
DS: NWK_Screen.dscriptPD: NWK_pdf.pltcfg9:47:03 AM 4/25/2023
...\...\Tadpole-Overton Chute Rehabilitation\...\MRRP_OT_CS307.dgn
M
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S S
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C
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N S
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IG
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A N
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L
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N M
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T
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S S
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CS307
J C
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S
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A P
M
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S .d
JA
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A M
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R E
H A
B
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IT
A
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N
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S O
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N
A M
E
C O
N T
R A
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MID CHUTE: DOWNSTREAM RIGHT BANK ALIGNMENT 3, STA. 4+50
C1
SCALE: 1" = 15'
MID CHUTE: DOWNSTREAM RIGHT BANK ALIGNMENT 3, STA. 5+50
E1
SCALE: 1" = 15'
MID CHUTE: DOWNSTREAM RIGHT BANK ALIGNMENT 3, STA. 6+50
A6
SCALE: 1" = 15'
MID CHUTE: DOWNSTREAM RIGHT BANK ALIGNMENT 3, STA. 7+50
EXISTING SURFACE
EXISTING SURFACE
EXISTING SURFACE
EXISTING SURFACE
PROPOSED WORK
PROPOSED WORK
PROPOSED WORK
PROPOSED WORK
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
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A R
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S I Z
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S U
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IT
T
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B Y
D A
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C O
N T
R A
C T
N O
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
4+50
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
550 550
560 560
570 570
580 580
590 590
600 600
.0
.5
.0
.0
.4
5+50
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
550 550
560 560
570 570
580 580
590 590
600 600
.0
.5
.0
.0
.4
.9
6+50
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
550 550
560 560
570 570
580 580
590 590
600 600
.9
.7
.0
.0
.4
.6
.3
7+50
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
560 560
570 570
580 580
590 590
600 600
.0
.0
.0
.4
.4
.8
.0
®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
15' 30'0
15' 30'0
15' 30'0 15' 30'0
1.
5:
1.
5:
1.
5:
1 1.
5:
1.
5:
1.
5:
1.
5:
SHEET KEYNOTES
BELOW BANK PAVING.
DS: NWK_Screen.dscriptPD: NWK_pdf.pltcfg9:47:26 AM 4/25/2023
...\...\Tadpole-Overton Chute Rehabilitation\...\MRRP_OT_CS308.dgn
S
CHUTE EXIT: UPSTREAM LEFT BANK ALIGNMENT, STA. 0+00
E1
SCALE: 1" = 15'
CHUTE EXIT: UPSTREAM LEFT BANK ALIGNMENT, STA. 1+00
E6
SCALE: 1" = 15'
CHUTE EXIT: DOWNSTREAM LEFT BANK ALIGNMENT, STA. 1+00
A6
SCALE: 1" = 15'
CHUTE EXIT: DOWNSTREAM LEFT BANK ALIGNMENT, STA. 0+00
M
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PROPOSED WORK
PROPOSED WORK
PROPOSED WORK
PROPOSED WORK
EXISTING SURFACE
EXISTING SURFACE
EXISTING SURFACE
EXISTING SURFACE
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
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S C
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B M
IT
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B Y
D A
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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
0+00
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
545 545
550 550
555 555
560 560
565 565
570 570
575 575
580 580
585 585
.9
.4
.9
.4
.0
.4
.4
.4
.4
1+00
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
540 540
545 545
550 550
555 555
560 560
565 565
570 570
575 575
580 580
585 585
590 590
.7
.9
.9
.3
.5
.9
.4
.0
.4
.4
0+00
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
535 535
540 540
545 545
550 550
555 555
560 560
565 565
570 570
575 575
580 580
585 585
.4
.2
.4
.4
.4
.0
.4
.4
.2
1+00
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
540 540
545 545
550 550
555 555
560 560
565 565
570 570
575 575
580 580
585 585
590 590
.4
.9
.6
.4
.4
.0
.4
.4
.4
.6
15' 30'0
15' 30'0 15' 30'0
15' 30'0
.5 :1
.5 :1
.5 :1
.5 :1
SHEET KEYNOTES
BELOW BANK PAVING.
DS: NWK_Screen.dscriptPD: NWK_pdf.pltcfg9:47:53 AM 4/25/2023
...\...\Tadpole-Overton Chute Rehabilitation\...\MRRP_OT_CS501.dgn
S I
CS501
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C
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A S
C
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Y
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T
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A S
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H U
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H A
B
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N
READY TO ADVERTISE
C7 SCALE: NTS
BANK PAVING
SEE PLAN SHEETS FOR TOP WIDTH
STRUCTURE LIMITS
STONE WITHIN CONTROL
TEMPORARY ACCESS ROAD
GRADATION. DO NOT REUSE
SEE 35 31 24.00 23 FOR
INSTALL TYPE 2 STONE
A5
SCALE: NTS
TYPICAL CONTROL STRUCTURE MODIFICATION
AND PROFILE SHEETS
ALIGNMENT PER PLAN
VARIES IN HEIGHT AND EXTENTS.
CONTROL STRUCTURE.
EXISTING DEGRADED
EXISTING RIVERBED
A8 SCALE: NTS
12' MIN. WIDTH
ROAD C
CUMBERLAND CHURCH RD IMPROVEMENTS
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PLACE AGGREGATE SURFACE
SCARIFY EXISTING GRADE
SEE PLAN SHEETS
BANK PAVING ALIGNMENT
M
IN
3' M
IN
EXISTING BANK (VARIES)
EXISTING BANK LINE
FILL WITH STONE TO
BANK LINE VARIES.
AS REQUIRED
EXCAVATE EXISTING BANK
BANK LINE VARIES.
AS REQUIRED
EXCAVATE BANK TOE
BANK LINE VARIES.
1V:1H
1V:1.5H
SEE 35 31 24.00 FOR GRADATION
INSTALL TYPE 1 STONE
E7 SCALE: NTS
REVETMENT SCHEDULE
SEE NOTE 1
4'
GRADATION.
SEE 35 31 24.00 23 FOR
INSTALL TYPE 1 STONE
D4
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STONE FILL REVETMENT
SEE PLAN SHEETS
STONE FILL ALIGNMENT
D1
SCALE: NTS
EXISTING BANK PAVING MODIFICATION
PAVING STONE
EXISTING BANK
BACK TO FORM UNIFORM BANK SLOPE
PULL EXISTING BANK PAVING STONE
CHANNEL BOTTOM
F4 SCALE: NTS
DRAINAGE DITCH
DITCH BOTTOM ELEVATIONS
SEE DRAINAGE DITCH SCHEDULE G7/CS501 FOR
EXISTING GRADE
FINISH GRADE
G7 SCALE: NTS
DRAINAGE DITCH SCHEDULE
F1 SCALE: NTS
STONE OVERLAY
SEE PLAN SHEETS FOR LIMITS
ON EXISTING BANK.
PLACE TYPE 1 STONE
EXISTING BANK PAVING
STONE OVER EXISTING STONE
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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
AND PROFILE SHEETS
ELEVATION PER PLAN
UPSTREAM
(T
Y P
V O
N
DOWNSTREAM
2%
L
2%
SEE BANK PAVING SCHEDULE
TOP ELEVATION
SEE BANK PAVING SCHEDULE
TOE ELEVATION
BANK PAVING SCHEDULE
TOE WIDTH SEE
1V O
N 1.5H
OFFICER.
FULLY INSPECTED AND APPROVED BY CONTRACTING
BANK PAVING AFTER BANK PAVING FEATURES HAVE BEEN
NOTE: EXCAVATED MATERIALS MAY BE SPOILED ON TOP OF
STRUCTURE.
2. CONTRACTOR MAY USE SPOIL MATERIAL TO CONSTRUCT ROAD DOWNSTREAM OF FINISHED
1. ACCESS ROAD MAY BE BUILT ON TOP OF FINISHED GRADE OF THE CONTROL STRUCTURE.
NOTES:
SEE BANK PAVING SCHEDULE
TOP ELEVATION
(T
Y P
V O
N
SEE BANK PAVING SCHEDULE
TOP ELEVATION
FIN
ISH
G
R
AD
E (SLO
PE VAR
IES)
1V :1
H 1 V :1
H
CUMBERLAND ROAD IS NO LONGER REQUIRED.
2. ROAD IMPROVEMENTS MUST OCCUR AFTER CONTRACTOR USE OF
GRADATION AND COMPACTION REQUIREMENTS.
1. SEE SPECIFICATION 31 00 00 EARTHWORK FOR AGGREGATE SURFACING
NOTE:
1V:2H 1V:
2H
DRAINAGE DITCH LIMITS.
CLEAR TREES AND VEGETATION WITHIN
CONTRACTOR SHALL ADJUST ALIGNMENT OF DITCH TO AVOID CLEARING TREES.
GO FROM EDGE OF CUMBERLAND CHURCH ROAD IMPROVEMENTS TO CHUTE BANK LINE.
NOTE: DRAINAGE DITCH START/END COORDINATES ARE APPROXIMATE. DRAINAGE DITCHES SHALL
3FT
| MRRP_OT_G-001 |
| G-002 |
| G-003 |
| G-004 |
| G-005 |
| C-100 |
| CS-101 |
| CS-102 |
| CS-103 |
| CS-104 |
| CS-301 |
| CS-302 |
| CS-303 |
| CS-304 |
| CS-305 |
| CS-306 |
| CS-307 |
| CS-308 |
| CS-501 |
File details come from the government source that posted it. Updated .