KARIPRAP PLANS RTA.pdf
PDF 47 MB Posted
- Attached to
- Kanopolis Rip-Rap Overlay Federal contract opportunity
- Solicitation number
- W912DQ22B1026
About this file
This file describes a federal contract opportunity for the Kanopolis Rip-Rap Overlay project. The U.S. Army Corps of Engineers Engineering District Kansas City is soliciting bids to overlay portions of the upstream face of the Kanopolis Dam with bedding and riprap, construct an access road, remove debris, and perform any incidental work. The solicitation number for this opportunity is W912DQ22B1026. Interested parties should respond with bids by the date specified in the solicitation to be considered for the award of a contract for the described products and services from the U.S. Army Corps of Engineers Engineering District Kansas City.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| A.03.17 Bidder Question & Response.pdf | ||
| KA RIPRAP Specs RTA.PDF |
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Text version
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GENERAL
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LOCATION AND VICINITY MAP
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KA_RIPRAP_G-001.DGN
KA_RIPRAP_G-002.DGN
KA_RIPRAP_G-003.DGN
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KA_RIPRAP_CS701.DGN
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V-102 SURVEY CONTROL KA_RIPRAP_V-102.DGN
CS501 KA_RIPRAP_CS501.DGNSITE DETAILS
CS301 CROSS SECTION STATION 50+00 KA_RIPRAP_CS301.DGN
ACCESS ROAD SITE PLAN
CS302 CROSS SECTION STATION 60+00 KA_RIPRAP_CS302.DGN
CS303 CROSS SECTION STATION 75+00 KA_RIPRAP_CS303.DGN
CS304 CROSS SECTION STATION 80+00 KA_RIPRAP_CS304.DGN
CS702 RECORD DRAWINGS KA_RIPRAP_CS702.DGN
CS703 RECORD DRAWINGS KA_RIPRAP_CS703.DGN
CS704 RECORD DRAWINGS KA_RIPRAP_CS704.DGN
CS705 RECORD DRAWINGS KA_RIPRAP_CS705.DGN
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DETAIL IDENTIFICATION NUMBER
SECTION IDENTIFICATION LETTER
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SHEET NUMBER OF DRAWING
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SHEET NUMBER OF DETAIL
EXTERIOR VIEW LETTER
INTERIOR VIEW NUMBER
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SHEET NUMBER OF DRAWING
WHERE VIEW IS SHOWN
SHEET NUMBER OF DRAWING
PLAN NORTH
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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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ARCHITECTURAL GENERAL
STRUCTURAL
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CIVIL SITE PAVING
CIVIL GRADING
CIVIL SITE
CIVIL DEMOLITION
CIVIL GENERAL
GEOTECHNICAL
SURVEY/MAPPING
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MECHANICAL CONTROLS
MECHANICAL ELEMENTS
MECHANICAL DEMOLITION
MECHANICAL GENERAL
PLUMBING
FIRE SPRINKLER
FIRE ALARM
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COMMUNICATION
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
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O R
P S
O F
E N
G
IN
E E
R S
0 20 40 50-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300
STA. 60+00
GENERAL NOTES
VERTICAL SCALE: 1" = 10'
0 10' 20'
20' 40'0
SEE DETAILS ON SHEET CS501 FOR ACCESS ROAD TYPICAL DETAILS.1.
DS: NWK_Screen.dscriptPD: NWK_pdf.pltcfg11:10:14 AM 8/8/2022
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A1
CROSS SECTION STA. 75+00
ELEV. 1,471.0'
BEGIN ACCESS ROAD
12'
ELEV. 1,459.0'
APPROXIMATELY 1V:3.5H
EXISTING DAM EMBANKENT
APPROXIMATELY 1V:20H
EXISTING DAM EMBANKENT
DAM CENTERLINE
PROPOSED RIPRAP LIMITS
HORIZONTAL SCALE: 1" = 20'
ELEV. 1,459.0'
1V:1.5H SLOPE FROM
1V:1.5H SLOPE
READY TO ADVERTISE
A U
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U .S
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0 20 40 50-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300
STA. 75+00
MULTIPURPOSE POOL ELEV. 1,463.0'
WATER LEVEL MANAGEMENT POOL ELEV. 1,467.7'
GENERAL NOTES
1V :3 .5
H
VERTICAL SCALE: 1" = 10'
0 10' 20'
20' 40'0
SPECIFICATIONS.
RIPRAP OVERLAY AS DETAILED IN DETAIL A1 ON SHEET CS501 AND IN THE
BEDDING MAY BE REQUIRED IN AREAS BETWEEN EXISTING RIPRAP AND 2.
DETAILS.
SEE DETAILS ON SHEET CS501 FOR ACCESS ROAD AND RIPRAP TYPICAL 1.
DS: NWK_Screen.dscriptPD: NWK_pdf.pltcfg11:10:28 AM 8/8/2022
...\485988_KA_08DebrisRR\...\_Sheets_RIPRAP_PROJECT\...\KA_RIPRAP_CS304.dgn
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A1
CROSS SECTION STA. 80+00
ELEV. 1,471.0'
BEGIN ACCESS ROAD
12'
ELEV. 1,459.0'
APPROXIMATELY 1V:3.5H
EXISTING DAM EMBANKENT
APPROXIMATELY 1V:20H
EXISTING DAM EMBANKENT
DAM CENTERLINE
PROPOSED RIPRAP LIMITS
F P
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IT
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HORIZONTAL SCALE: 1" = 20'
ELEV. 1,459.0'
1V:1.5H SLOPE FROM
1V:1.5H SLOPE
READY TO ADVERTISE
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U .S
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P S
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0 20 40 50-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300
STA. 80+00
WATER LEVEL MANAGEMENT POOL ELEV. 1,467.7'
MULTIPURPOSE POOL ELEV. 1,463.0'
GENERAL NOTES
1V :3 .5
H
VERTICAL SCALE: 1" = 10'
0 10' 20'
20' 40'0
SPECIFICATIONS.
RIPRAP OVERLAY AS DETAILED IN DETAIL A1 ON SHEET CS501 AND IN THE
BEDDING MAY BE REQUIRED IN AREAS BETWEEN EXISTING RIPRAP AND 2.
DETAILS.
SEE DETAILS ON SHEET CS501 FOR ACCESS ROAD AND RIPRAP TYPICAL 1.
DS: NWK_Screen.dscriptPD: NWK_pdf.pltcfg11:10:40 AM 8/8/2022
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A1 SCALE: NTS
RIPRAP OVERLAY TYPICAL SECTION - STA 70+00 TO STA 85+00
12' ROCKFILL
PROPOSED RIPRAP
EXISTING OR
F1 SCALE: NTS
ACCESS ROAD TYPICAL SECTION - ON RIPRAP
AGGREGATE
INSTALL
12' ROCKFILL
INSTALL RIPRAP
EXISTING EMBANKMENT
SCALE: NTSD5
ACCESS ROAD TYPICAL DETAIL - STATION 36+00 TO 70+00
INSTALL RIPRAP
EXISTING EMBANKMENT
ELEV. 1,459.0'
12' ROCKFILL
RIPRAP
M
IN
. 2
M
IN
. 1
BEDDING.
OFFICER. DO NOT EXCAVATE TO PLACE
VERIFY LOCATIONS WITH CONTRACTING
SCALE: NTSF5
NEW OVERLAY - EXISTING OVERLAY TRANSITION
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GENERAL NOTES
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ACCESS ROAD
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ELEV. 1,476.0'
1 ON 20
1 O N 3 .5
1 O N 3 .5
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ELEV. 1,471.0'
MULTIPURPOSE POOL ELEV. 1,463.0'
WATER LEVEL MANAGEMENT POOL ELEV. 1,467.7'
O
N .5
BEDDING NOT REQUIRED IN ALL AREAS. SEE SPECIFICATIONS FOR DIRECTION ON REQUIREMENTS AND PLACEMENT.1.
NOTE:
NEW RIPRAP OVERLAY EXISTING RIPRAP OVERLAY
DS: NWK_Screen.dscriptPD: NWK_pdf.pltcfg11:12:16 AM 8/8/2022
...\485988_KA_08DebrisRR\...\_Sheets_RIPRAP_PROJECT\...\KA_RIPRAP_CS701.dgn
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DS: NWK_Screen.dscriptPD: NWK_pdf.pltcfg11:12:42 AM 8/8/2022
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DS: NWK_Screen.dscriptPD: NWK_pdf.pltcfg11:13:03 AM 8/8/2022
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DS: NWK_Screen.dscriptPD: NWK_pdf.pltcfg11:13:28 AM 8/8/2022
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DS: NWK_Screen.dscriptPD: NWK_pdf.pltcfg11:13:51 AM 8/8/2022
...\485988_KA_08DebrisRR\...\_Sheets_RIPRAP_PROJECT\...\KA_RIPRAP_CS705.dgn
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A
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| KA_RIPRAP_G-001 |
| KA_RIPRAP_G-002 |
| KA_RIPRAP_G-003 |
| KA_RIPRAP_G-004 |
| KA_RIPRAP_G-005 |
| KA_RIPRAP_GC101 |
| KA_RIPRAP_V-001 |
| KA_RIPRAP_V-002 |
| KA_RIPRAP_CS101 |
| KA_RIPRAP_CS102 |
| KA_RIPRAP_CS301 |
| KA_RIPRAP_CS302 |
| KA_RIPRAP_CS303 |
| KA_RIPRAP_CS304 |
| KA_RIPRAP_CS501 |
| KA_RIPRAP_CS701 |
| KA_RIPRAP_CS702 |
| KA_RIPRAP_CS703 |
| KA_RIPRAP_CS704 |
| KA_RIPRAP_CS705 |
File details come from the government source that posted it. Updated .