Drawings - W9128F24B0016 Bon Homme Bank Stabilization.pdf
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- Solicitation number
- W9128F24B0016
About this file
This document is a set of drawings for a federal solicitation, W9128F24B0016, issued by the U.S. Army Corps of Engineers (USACE) Omaha District for bank stabilization work at Bon Homme, Lewis and Clark Lake, Gavins Point Dam Project in South Dakota.
The solicitation is an Invitation for Bid (IFB) for a single Firm Fixed-Price contract. The work will consist of bank and slope protection of approximately 870 linear feet of lake shoreline, including cutting, regrading, and compacting the existing bank. The solicitation is restricted to 100% Small Business participation. No additional details on response dates, award dates, or pricing are provided in this document.
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
W9128F24C00xx
AUGUST 2024
W9128F24B0016
ADVERTISEMENT SET
BON HOMME COUNTY, SOUTH DAKOTA
MISSOURI RIVER MILE 822 TO 823.6
GAVINS POINT DAM, LEWIS AND CLARK LAKE
BON HOMME BANK STABILIZATION
OMAHA DISTRICT
of Engineers
US Army Corps
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THIS DRAWING INCLUDED FOR INFORMATION ONLY
ELEVATION - DURATION (1967-2022)
LEWIS AND CLARK LAKE (GAVINS POINT DAM) MONTHLY POOL
LEWIS AND CLARK LAKE (GAVINS POINT DAM) DAILY POOL ELEVATION
HIGH RESERVOIR RELEASES, AND/OR TRIBUTARY INFLOWS.
THE CONSTRUCTION PERIOD MAY BE IMPACTED BY MAINSTEM RESERVOIR OPERATIONS, DROUGHT, ON http://www.nwd-mr.usace.army.mil/rcc OR CALL 402-996-3870. CONTRACTOR OPERATIONS DURING
5. THE CONTRACTOR SHALL CONSULT THE CURRENT RESERVOIR POOL ELEVATION INFORMATION
FREQUENTLY TO REFLECT CHANGING CONDITIONS.
SITE LAKE LEVEL ESTIMATION FOR USE DURING THE CONSTRUCTION PERIOD THAT IS UPDATED
RESERVOIR RELEASES, TRIBUTARY INFLOWS, AND FORECASTED LEVELS TO DEVELOP A PROJECT
CONTRACTOR SHOULD CONSIDER SITE WATER LEVELS COMPARED TO GAGE DATA ELEVATIONS,
RELEASES, WIND WAVE HEIGHT AND RUNUP, TRIBUTARY INFLOWS, AND OTHER FACTORS. THE
SEVERAL FEET AND FLUCTUATE DAILY. LAKE ELEVATIONS ARE AFFECTED BY RESERVOIR
DATA LOCATED NEAR THE DAM. ACTUAL LAKE ELEVATIONS AT THE PROJECT SITE MAY VARY BY
4. ELEVATIONS AND STATISTICS WERE COMPUTED FROM HISTORIC RECORDS USING POOL GAGE
OPERATIONS.
DURING THE CONSTRUCTION PERIOD TO DEVELOP A RESPONSIBLE PLAN FOR CONSTRUCTION
THE CONTRACTOR'S RESPONSIBILITY TO ASSESS THE CURRENT AND FUTURE CONDITIONS
ELEVATIONS CAN EXPERIENCE SIGNIFICANT DAILY, SEASONAL, AND ANNUAL VARIATION. IT IS
VARIATION THAT SHOULD BE EXPECTED DURING THE PROJECT CONSTRUCTION PERIOD. LAKE
FOR INFORMATION ONLY. LAKES EXPERIENCE RESERVOIR RELEASE AND POOL ELEVATION
3. ALL MISSOURI RIVER MAINSTEM LAKE ELEVATION AND RESERVOIR RELEASE DATA IS PROVIDED http://water.weather.gov/ahps/region_forecast.php?rfc=mbrfc http://waterdata.usgs.gov/nwis/rt http://www.nwd-mr.usace.army.mil/rcc
WEBSITES ARE:
DATA.
VARIES BY SOURCE. INCLUDE CONVERSION FROM LPD TO NAVD 88 FOR RESERVOIR POOL
NATIONAL WEATHER SERVICE (NWS). VERTICAL DATUM FOR ONLINE GAGE ELEVATION DATA
FROM MRBWMD-USACE AS WELL AS FROM THE US GEOLOGICAL SURVEY (USGS) AND THE
ELEVATIONS, RESERVOIR RELEASES, AND SIGNIFICANT TRIBUTARY FLOWS CAN BE OBTAINED
2. INFORMATION FOR THE MISSOURI RIVER MAINSTEM DAM FORECASTED OPERATIONS, POOL
REGARDING CURRENT AND FUTURE MAINSTEM DAM OPERATIONS.
CONTRACTOR SHOULD FREQUENTLY CONSULT AVAILABLE INFORMATION TO BE INFORMED
ELEVATIONS AND RESERVOIR RELEASES. FORECASTS ARE UPDATED FREQUENTLY AND THE
PROVIDES FORECASTS IN A THREE WEEK AND MONTHLY STUDY FORMAT THAT INCLUDE POOL
OPERATIONS FOR BASIC, UPPER, AND LOWER RUNOFF CONDITIONS. MRBWMD-USACE ALSO
ANNUAL OPERATING PLAN THAT PROVIDES INFORMATION FOR FORECASTED MAINSTEM DAM
1. THE MISSOURI RIVER BASIN WATER MANAGEMENT DIVISION (MRBWMD-USACE) DEVELOPS AN
MISSOURI RIVER MAINSTEM RESERVOIR POOL ELEVATION NOTES:
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(VARIES)
EXISTING TOP OF BANK
(3.5' MINIMUM)
THICKNESS WILL VARY
RIPRAP FILL
MATCHES EXISTING GRADE
5' BLANKET
INTERSECTS EXISTING GRADE
2H:1V SLOPE
BE CAPABLE OF FREELY DRAINING THROUGH THE STRUCTURE.
ANY DEPRESSIONS ADJACENT TO THE CONSTRUCTED REVETMENT SHOULD 1)
NOTES:
NO SCALE
ELEV 1213
EXISTING GROUND
1V
ANGLE OF REPOSE
5'
ELEV 1211
TYPICAL SECTION
WEST AREA
(3.5' MIN.)
VARIES
THICKNESS
MATCHES EXISTING GRADE
5' BLANKET
INTERSECTS EXISTING GRADE
2H:1V SLOPE
BE CAPABLE OF FREELY DRAINING THROUGH THE STRUCTURE.
ANY DEPRESSIONS ADJACENT TO THE CONSTRUCTED REVETMENT SHOULD 1)
NOTES:
NO SCALE
EXISTING GROUND
1V
5'
TYPICAL SECTION
EAST AREA
3.5' THICKNESS
2H
ELEV 1211
3H
RIPRAP TOTALS = +/- 900 TONS
WEST AREA
RIPRAP TOTALS = +/- 4000 TONS
EAST AREA
6'(8' MINIMUM)
VARIES
(VARIES)
EXISTING TOP OF BANK
ANGLE OF REPOSE
(3.5' MINIMUM)
THICKNESS WILL VARY
RIPRAP FILL
ELEV 1213
(8' MINIMUM)
VARIES
WATER LEVEL: 1207 TO 1210 FT
+/- ELEV 1207
+/- ELEV 1207
WATER LEVEL: 1207 TO 1210 FT
ELEV 1214.5
ELEV 1214.5
.5 :1
.5 :1
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EXISTING GROUND DESIGN ROCK
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1, 1.
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5+75
0 50 100 150
1200 1200
1210 1210
1220 1220
1230 1230
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1260 1260
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EXISTING GROUND DESIGN ROCK
10' 20'0 50' 100'0
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,2
.0
.8
,2
.2
.1
,2
.0
.8
1, 7.
.1 4'
1, 1.
.1 4'
6+00
0 50 100 150
1200 1200
1210 1210
1220 1220
1230 1230
1240 1240
1250 1250
1260 1260
1270 1270
,2
.0
.0
,2 .9
.9
,2 .0
.0
1, 7.
.0 2'
1, 0.
.0 1'
6+25
0 50 100 150
1200 1200
1210 1210
1220 1220
1230 1230
1240 1240
1250 1250
1260 1260
1270 1270
,2
.0
.7
,2
.9
.7
,2 .0
.7
1, 7.
.7 6'
,2 .8
.7
6+50
0 50 100 150
1200 1200
1210 1210
1220 1220
1230 1230
1240 1240
1250 1250
1260 1260
1270 1270
10' 20'0 50' 100'0
EXISTING GROUND DESIGN ROCK
10' 20'0 50' 100'0
C O
R P
S O
F E
N G
IN
E
E R
S
O M
A H
A
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B R
A S
K A
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M E
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NOTES:
1. PROJECT SHALL BE LAID OUT IN THE FIELD AND APPROVED BY THE COR PRIOR
TO INITIATION OF CONSTRUCTION.
2. SITE CONDITIONS ARE SUBJECT TO CHANGE WITH CONTINUING EROSION.
3. REMOVAL/RELOCATION OF EXISTING FENCING SHALL BE DONE ONLY WITH WRITTEN PERMISSION OF THE COR.
4. DUE TO THE PRESENCE OF CULTURAL ARTIFACTS, NO CONSTRUCTION ACCESS TO THE TOP OF SLOPE ALONG THE
INSTALLATION AREA IS PROVIDED. ALL INSTALLATION MUST OCCUR FROM THE SLOPE TOE. IN ALL AREAS HIGH BANK
(LANDWARD), CONSTRUCTION TRAFFIC SHALL ONLY OCCUR ALONG ESTABLISHED ROADS THAT ARE APPROVED BY
THE COR. THE CONTRACTOR SHALL PROVIDE COORDINATE PLACEMENT AND FIELD FLAG ALL ACCESS CORRIDORS
WITHIN THE WORK AREA FOR ACCESS AND ALONG THE SLOPE TOE FOR COR APPROVAL PRIOR TO CONSTRUCTION START.
SITE CONDITIONS AND SLOPES PREVENT ESTABLISHING A CIRCULAR ACCESS ROUTE FOR CONSTRUCTION. IN ALL AREAS HIGH BANK
(LANDWARD), CONSTRUCTION TRAFFIC SHALL ONLY OCCUR ALONG ESTABLISHED ROADS. CONSTRUCTION TRAFFIC BELOW HIGH BANK
(RIVERWARD) IN AREAS OTHER THAN SHOWN MAY BE PERMISSIBLE WITH PRIOR APPROVAL FROM THE COR. THE CONTRACTOR SHALL
PROVIDE COORDINATE PLACEMENT AND FIELD FLAG ALL ACCESS CORRIDORS FOR COR APPROVAL PRIOR TO CONSTRUCTION START.
5. NORMAL LEWIS AND CLARK LAKE LEVELS PLUS WAVE ACTION WILL INUNDATE THE SLOPE TOE. WET AND SATURATED CONDITIONS HAS
THE POTENTIAL OF IMPACTING CONSTRUCTABILITY OF THE PROJECT ROCK SECTION. FOR CONSTRUCTION ACCESS TO THE REPAIR AREA, THE CONTRACTOR WILL BE ALLOWED TO BUILD UP THE SLOPE TOE AND BENCH ALONG THE LAKE WITH TEMPORARY PROTECTION MATS
OR CRIBBING FOR CONTRACTOR SITE ACCESS IF EXISTING SHORELINE MATERIAL DOES NOT SUPPORT EQUIPMENT AND TRUCK. ALL
TEMPORARY ROADS SHALL REMOVED UPON COMPLETION OF WORK OTHER THAN AREAS BENEATH THE FULL INSTALLED ROCK SECTION.
6. DISTURBED AREAS SHALL BE RESTORED AND RESEEDED.
7. ANY CLEARING AND GRUBBING NECESSARY SHALL BE SUBMITTED FOR APPROVAL BY THE COR. MATERIAL FROM CLEARING AND GRUBBING OPERATIONS SHALL BE REMOVED OFF-SITE
BY THE CONTRACTOR.
8. STOCKPILE LOCATIONS SHALL BE RESTORED TO ORIGINAL CONDITION ONCE WORK IS COMPLETE. TO PREVENT SOIL MIXING WITH RIPRAP, THE CONTRACTOR SHALL USE MEANS TO
PREVENT THIS (I.E. SKELETON BUCKET TO ALLOW FINES TO FALL THROUGH).
9. THIS INSTALLATION IS INTENDED TO PROTECT CULTURAL RESOURCES. IF DURING ANY CONSTRUCTION ACTIVITY ARCHEOLOGICAL AND CULTURAL RESOURCES ARE FOUND/UNEARTHED, CONSTRUCTION ACTIVITIES WILL BE TEMPORARILY SUSPENDED. IMMEDIATELY NOTIFY THE COR, SECURE THE AREA, AND PREVENT FURTHER TRESPASS UNTIL THE APPROPRIATE AUTHORITIES
MAKE A DETERMINATION OF THE SIGNIFICANCE. ITEMS COVERED BY THIS RESTRICTION INCLUDE, BUT ARE NOT LIMITED TO: HUMAN SKELETAL REMAINS, BURIALS, ARTIFACTS, SHELL, MIDDEN, BONE, CHARCOAL, ROCK/CORAL ALIGNMENTS, PAVING, WALLS, CONSTRUCTED FEATURES, AND ANY INDICATION OF AGRICULTURAL OR OTHER HUMAN ACTIVITY.
10. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER NO LESS THAN 5 BUSINESS DAYS IN ADVANCE OF ANY GROUND DISTURBANCE TO PROVIDE OPPORTUNITY FOR AN
ARCHEOLOGIST TO BE ON-SITE DURING GROUND DISTURBANCE ACTIVITIES. CULTURAL MONITORING PERSONNEL WILL BE COORDINATED BY THE GOVERNMENT AND BEAR NO COST TO THE CONTRACTOR.
11. CONTRACTOR MAY ADJUST ACCESS ROAD AND PERFORM LIMITED SITE GRADING TO CREATE SUITABLE DRIVE ACCESS. ALL GRADING MUST BE APPROVED BY THE COR PRIOR TO THE START OF WORK.
12. SURVEY NOTES:
HORIZONTAL COORDINATE SYSTEM:
STATE PLAN SOUTH DAKOTA SOUTH NAD83 US SURVEY FEET (EPSG:3455)
VERTICAL COORDINATE SYSTEM:
NAVD 88 US SURVEY FEET
13. CURRENT AND FORECASTED LAKE LEVELS SHOULD BE MONITORED BY THE CONTRACTOR THROUGHOUT THE CONSTRUCTION PERIOD AND ARE AVAILABLE AT: https://www.nwd-mr.usace.army.mil/web/rcc/current.shtml
C O
R P
S O
F E
N G
IN
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S
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A H
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B R
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G A
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M E
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RIPRAP BOUNDARY
RIPRAP BREAKLINE
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PLAN
080' 80'
80SCALE.
INCH FEET=1
T R
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N THIS DRAWING INCLUDED FOR INFORMATION ONLY
APPROXIMATE CENTERLINE
OF EAST ACCESS ROAD
0+00
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14+00
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© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
B
C
D
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F
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A
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P S
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F
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B E
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12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00
1,220 1,220
1,225 1,225
1,230 1,230
1,235 1,235
1,240 1,240
1,245 1,245
1,250 1,250
1,255 1,255
1,260 1,260
EXISTING GROUND
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00
1,240 1,240
1,245 1,245
1,250 1,250
1,255 1,255
1,260 1,260
1,265 1,265
1,270 1,270
1,275 1,275
1,280 1,280
EXISTING GROUND
16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50
1,195 1,195
1,200 1,200
1,205 1,205
1,210 1,210
1,215 1,215
1,220 1,220
1,225 1,225
1,230 1,230
1,235 1,235
EXISTING GROUND
0 5' 10' 50' 100'0
C O
R P
S O
F E
N G
IN
E
E R
S
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A H
A
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B R
A S
K A
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A
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THIS DRAWING INCLUDED FOR INFORMATION ONLY
B
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0+00
0 50 100 150
1200 1200
1210 1210
1220 1220
1230 1230
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1, 7.
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,2
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0+25
0 50 100 150
1200 1200
1210 1210
1220 1220
1230 1230
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0+50
0 50 100 150
1200 1200
1210 1210
1220 1220
1230 1230
,2
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.08
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1, 1.
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0+75
0 50 100 150
1200 1200
1210 1210
1220 1220
1230 1230
1240 1240
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1, 1.
.9 9'
1,2 .52
.49
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1,2 .00
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0 50 100 150
1200 1200
1210 1210
1220 1220
1230 1230
1240 1240
,2
.0
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.5
1,2 .28
.24
,2
.0
.5
1, 1.
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1+25
0 50 100 150
1200 1200
1210 1210
1220 1220
1230 1230
1240 1240
1250 1250
,2
.0
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1, 1.
.6 9' )
1, 7.
.7 0'
,2 .0
.2
1, 1.
.4 0'
1+50
0 50 100 150
1200 1200
1210 1210
1220 1220
1230 1230
1240 1240
1250 1250
,2 .0
.9
1, 1.
.4 8'
1,2 .50
.01
1, 3.
.4 7' )
1,2 .00
.50
1+75
0 50 100 150
1200 1200
1210 1210
1220 1220
1230 1230
1240 1240
1250 1250
1260 1260
,2 .0
.4
1, 1.
.7 5'
1,2 .06
.83
1, 3.
.5 8' )
1,2 .00
.82
2+00
0 50 100 150
1200 1200
1210 1210
1220 1220
1230 1230
1240 1240
1250 1250
10' 20'0 50' 100'0
EXISTING GROUND DESIGN ROCK
10' 20'0 50' 100'0
C O
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F E
N G
IN
E
E R
S
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A H
A
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M A
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SHEET ID
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US Army Corps
U .S
A
R M
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O F
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IN
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F
IL
E N
U M
B E
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NOTES:
1. PROJECT SHALL BE LAID OUT IN THE FIELD AND APPROVED BY THE COR PRIOR
TO INITIATION OF CONSTRUCTION.
2. SITE CONDITIONS ARE SUBJECT TO CHANGE WITH CONTINUING EROSION.
3. REMOVAL/RELOCATION OF EXISTING FENCING SHALL BE DONE ONLY WITH WRITTEN PERMISSION OF THE COR.
4. DUE TO THE PRESENCE OF CULTURAL ARTIFACTS, NO CONSTRUCTION ACCESS TO THE TOP OF SLOPE ALONG THE
INSTALLATION AREA IS PROVIDED. ALL INSTALLATION MUST OCCUR FROM THE SLOPE TOE. IN ALL AREAS HIGH BANK
(LANDWARD), CONSTRUCTION TRAFFIC SHALL ONLY OCCUR ALONG ESTABLISHED ROADS THAT ARE APPROVED BY
THE COR. THE CONTRACTOR SHALL PROVIDE COORDINATE PLACEMENT AND FIELD FLAG ALL ACCESS CORRIDORS
WITHIN THE WORK AREA FOR ACCESS AND ALONG THE SLOPE TOE FOR COR APPROVAL PRIOR TO CONSTRUCTION START.
SITE CONDITIONS AND SLOPES PREVENT ESTABLISHING A CIRCULAR ACCESS ROUTE FOR CONSTRUCTION. IN ALL AREAS HIGH BANK
(LANDWARD), CONSTRUCTION TRAFFIC SHALL ONLY OCCUR ALONG ESTABLISHED ROADS. CONSTRUCTION TRAFFIC BELOW HIGH BANK
(RIVERWARD) IN AREAS OTHER THAN SHOWN MAY BE PERMISSIBLE WITH PRIOR APPROVAL FROM THE COR. THE CONTRACTOR SHALL
PROVIDE COORDINATE PLACEMENT AND FIELD FLAG ALL ACCESS CORRIDORS FOR COR APPROVAL PRIOR TO CONSTRUCTION START.
5. NORMAL LEWIS AND CLARK LAKE LEVELS PLUS WAVE ACTION WILL INUNDATE THE SLOPE TOE. WET AND SATURATED CONDITIONS HAS
THE POTENTIAL OF IMPACTING CONSTRUCTABILITY OF THE PROJECT ROCK SECTION. FOR CONSTRUCTION ACCESS TO THE REPAIR AREA, THE CONTRACTOR WILL BE ALLOWED TO BUILD UP THE SLOPE TOE AND BENCH ALONG THE LAKE WITH TEMPORARY PROTECTION MATS
OR CRIBBING FOR CONTRACTOR SITE ACCESS IF EXISTING SHORELINE MATERIAL DOES NOT SUPPORT EQUIPMENT AND TRUCK. ALL
TEMPORARY ROADS SHALL REMOVED UPON COMPLETION OF WORK OTHER THAN AREAS BENEATH THE FULL INSTALLED ROCK SECTION.
6. DISTURBED AREAS SHALL BE RESTORED AND RESEEDED.
7. ANY CLEARING AND GRUBBING NECESSARY SHALL BE SUBMITTED FOR APPROVAL BY THE COR. MATERIAL FROM CLEARING AND GRUBBING OPERATIONS SHALL BE REMOVED OFF-SITE
BY THE CONTRACTOR.
8. STOCKPILE LOCATIONS SHALL BE RESTORED TO ORIGINAL CONDITION ONCE WORK IS COMPLETE. TO PREVENT SOIL MIXING WITH RIPRAP, THE CONTRACTOR SHALL USE MEANS TO
PREVENT THIS (I.E. SKELETON BUCKET TO ALLOW FINES TO FALL THROUGH).
9. THIS INSTALLATION IS INTENDED TO PROTECT CULTURAL RESOURCES. IF DURING ANY CONSTRUCTION ACTIVITY ARCHEOLOGICAL AND CULTURAL RESOURCES ARE FOUND/UNEARTHED, CONSTRUCTION ACTIVITIES WILL BE TEMPORARILY SUSPENDED. IMMEDIATELY NOTIFY THE COR, SECURE THE AREA, AND PREVENT FURTHER TRESPASS UNTIL THE APPROPRIATE AUTHORITIES
MAKE A DETERMINATION OF THE SIGNIFICANCE. ITEMS COVERED BY THIS RESTRICTION INCLUDE, BUT ARE NOT LIMITED TO: HUMAN SKELETAL REMAINS, BURIALS, ARTIFACTS, SHELL, MIDDEN, BONE, CHARCOAL, ROCK/CORAL ALIGNMENTS, PAVING, WALLS, CONSTRUCTED FEATURES, AND ANY INDICATION OF AGRICULTURAL OR OTHER HUMAN ACTIVITY.
10. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER NO LESS THAN 5 BUSINESS DAYS IN ADVANCE OF ANY GROUND DISTURBANCE TO PROVIDE OPPORTUNITY FOR AN
ARCHEOLOGIST TO BE ON-SITE DURING GROUND DISTURBANCE ACTIVITIES. CULTURAL MONITORING PERSONNEL WILL BE COORDINATED BY THE GOVERNMENT AND BEAR NO COST TO THE CONTRACTOR.
11. CONTRACTOR MAY ADJUST ACCESS ROAD AND PERFORM LIMITED SITE GRADING TO CREATE SUITABLE DRIVE ACCESS. ALL GRADING MUST BE APPROVED BY THE COR PRIOR TO THE START OF WORK.
12. SURVEY NOTES:
HORIZONTAL COORDINATE SYSTEM:
STATE PLAN SOUTH DAKOTA SOUTH NAD83 US SURVEY FEET (EPSG:3455)
VERTICAL COORDINATE SYSTEM:
NAVD 88 US SURVEY FEET
13. CURRENT AND FORECASTED LAKE LEVELS SHOULD BE MONITORED BY THE CONTRACTOR THROUGHOUT THE CONSTRUCTION PERIOD AND ARE AVAILABLE AT: https://www.nwd-mr.usace.army.mil/web/rcc/current.shtml
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APPROXIMATE CENTERLINE
OF WEST ACCESS ROAD
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1,210 1,210
1,215 1,215
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File details come from the government source that posted it. Updated .