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Steamboat Rock State Park Shoreline Stabilization Final Drawings Summary
These are final design drawings for the Steamboat Rock State Park Shoreline Stabilization project located in Grant County, Washington, along Banks Lake in the Columbia Basin Project area. The project encompasses approximately 975 linear feet of shoreline protection and is prepared by the Bureau of Reclamation. The drawings, dated June 2025, include site maps, staging area layouts, compacted fill placement plans, void-filled riprap placement plans, cross-sections from station 0+00 to 9+66.36, and typical section details with notes.
The stabilization work consists of compacted fill placement on a 2:1 slope foundation, followed by 18-inch thick void-filled riprap placement with erosion control blanket protection. The riprap voids will be filled with topsoil to support revegetation with native planting plugs (Woods rose, Serviceberry, Chokecherry, Black hawthorn, and Blue elderberry) spaced at 3 feet on center. Project staging and loading areas total approximately 57,148 square feet of onsite workspace, with temporary areas protected by 4-foot orange safety fencing and permanent areas secured by 6-foot chain link fencing. The contractor must maintain public access to a portion of the existing boat ramp and dock at all times. All work aligns with ordinary high water elevation of 1570 feet and incorporates standard survey control points referenced to NAD 1983 State Plane coordinates.
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KEY MAP
PROJECT AREA
VICINITY MAP
G ra nd C ou le e
R iv er M ile s
ABBREVIATIONS
' Feet " Inches (typ.) Typical # Number El. Elevation lbs. Pounds ± Plus or Minus N: Northing E: Easting N.T.S. Not to Scale OHW Ordinary High Water Level HWY Highway
SITE SUMMARY
GRANT COUNTY, WASHINGTON
STEAMBOAT ROCK: T27N, R29E, SEC. 01
Generally 47°51'50.14"N, 119°07'4.75"W
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VICINITY MAP, PROJECT
MAP, & SHEET INDEX
Boise, Idaho
222-100-61352
2025-06-27
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
A. Hatch
A. Hatch
D. Baconguis
Design Program Manager
Project Area
Electric City
Project Area at Steamboat Rock State Park
County Line
P.E.JANICE BACONGUIS
JAY HOVDE
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SITE MAP &
EXISTING FEATURES
Boise, Idaho
222-100-61353
2025-06-27
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
A. Hatch
A. Hatch
D. Baconguis
Design Program Manager
SITE MAP NOTES:
1. Contractor to survey site for differing site conditions.
Existing dirt road
Existing Steamboat Rock State Park Road
Existing paved parking lot
Existing boat ramp
Existing Restrooms
Existing fence
Approximate location of existing log boom
Approximate location of shoreline stabilization.
Approximately 975 linear feet of protection.
SURVEY CONTROL
NORTHING
319305.454
EASTING ELEVATION DESCRIPTIONPOINT #
CP 1 2061443.590 1575.158 CPT 58I
CPT PKN1580.9782061118.746319132.980CP 2
CP 3 319715.723 2061204.367 1578.635 CPT PKN
COORDINATE SYSTEM:
DATUM: US STATE PLANE 1983, NAD 1983 (2011)
ZONE: WASHINGTON NORTH 4601
GEOID: GEOID18 (CONUS)
VERTICAL DATUM: NAVD 88 BASED ON OPUS SOLUTION ON PT# 1
UNIT OF MEASUREMENT: USFT
CP 3
CP 1
CP 2
Existing gate
0 100' 200'
P.E.
Preserve and protect trees within footprint and work area of slope stabilization treatment, typ.
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CONTRACTOR USE &
STAGING AREA
Boise, Idaho
222-100-61354
2025-06-27
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
A. Hatch
A. Hatch
D. Baconguis
Design Program Manager
0 100' 200'
Existing dirt road No access
Existing Steamboat Rock State Park Road
Existing paved parking lot
Existing boat ramp
Staging and loading area 32,371 sq. ft. +/-
ONSITE STAGING AND LOADING AREA
NOTES:
1. Existing ground of loading area, landing area, and staging area shall be protected.
2. Staging and Loading areas to have 6 foot high chain link fence and 6 foot high chain link gates.
3. Protect and retain existing conditions as authorized by COR.
4. Install 4 foot high orange safety fence around Temporary Staging and Loading
Area to protect the public when ramp and dock are in use. Remove when not in use.
5. Do not penetrate existing ground unless authorized by COR.
6. Place suitable ballast for chainlink fence for stability.
7. Contractor to determine how much staging space will be required to perform work and fence off accordingly, not to exceed the allowable space shown.
LEGEND
Staging and Loading Areas
Temporary Staging and Loading Areas
6' Chain link fence post
6' Chain link fence
24" Panel stand or similar
Metal T-post, or similar, see note 5.
4' Orange safety fence
No Trespassing and Heavy Equipment signage added to fence
Load panel stands with ballast for stability inside fenced staging area
6' CHAIN LINK FENCE AND
SILT PROTECTION FOR
STAGING & LOADING AREAS DETAIL
N.T.S
4' ORANGE SAFETY FENCE AND SILT PROTECTION FOR
TEMPORARY STAGING AREAS DETAIL
N.T.S
Approximate location of existing log boom
Portion of ramp and one dock to remain open at all times for public use
Temporary staging and loading area 4,300 sq. ft. +/-
Public access
Staging and loading area 22,777 sq. ft. +/-
Straw Bales or construction barrels
Existing gate
1, ft to pr oj ec t l oc at io n
Existing fence
P.E.JANICE BACONGUIS
OHW
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OHW
OHW OHW
OHW OHW
OHW
OHW OHW OHW
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COMPACTED FILL
PLACEMENT
PLAN
BOISE, ID
222-100-61355
2025-06-27
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
A. Hatch
A. Hatch
D. Baconguis
Design Program Manager
COMPACTED FILL PLACEMENT
PLAN VIEW
± 1,000 ft to Boat Launch
Approximate location of existing log boom
Approximate Top of Bank
Compacted fill
Ordinary high water (OHW) at El. 1570'
LEGEND
Compacted fill placed at 2H:1V slope
Start of project alignment N 320517.05 E 2061861.56
End of project alignment N 321323.08 E 2062360.15
OHW
P.E.
Notes:
1. Alignment follows existing top of bank.
2. See sheet (-61357 thru -61359) for cross sections.
3. See sheet (-61360) for typical section details.
JANICE BACONGUIS
OHW
OHW
OHW
OHW OHW
OHW OHW
OHW
OHW OHW OHW
OHW
OHW
OHW
OHW
OHW OHW OHW
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VOID-FILLED RIPRAP
PLACEMENT
PLAN
BOISE, ID
222-100-61356
2025-06-27
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
A. Hatch
A. Hatch
D. Baconguis
Design Program Manager
VOID-FILLED RIPRAP PLACEMENT PLAN
± 1,000 ft to Boat Launch
Approximate location of existing log boom
Approximate Top of Bank, see Detail 1 Top of Riprap Treatment (-61360)
Void-Filled Riprap
Ordinary high water (OHW) at El. 1570'
LEGEND
Void-Filled Riprap
Slope riprap 2:1 until it matches existing rock outcrop.
See Edge Treatment
Detail (-61360)
Slope riprap 2:1 until it matches existing ground.
See Edge Treatment Detail (-61360).
Notes:
1. See sheets (-61357 thru -61359) for cross sections.
2. See sheet (-61360) for typical section details and for Top of
Riprap, Toe of Riprap, and Edge Treatment Details.
3. See Sheets (-61361 and -61362) for Revegetation Plan and
Revegetation Details.
OHW
P.E.
Toe of riprap, see Toe of Riprap Treatement
Details (-61360)
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CROSS-SECTIONS
BOISE, ID
222-100-61357
2025-06-27
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
A. Hatch
A. Hatch
D. Baconguis
Design Program Manager
CROSS-SECTIONS
Sta. 0+00 to Sta. 4+00
0 20' 40'10'
E.G. (Typ.)
Void-filled riprap (Typ.)
Compacted fill (Typ.)
OHW
1570.0' (Typ.)Erosion control blanket (Typ.)
Notes:
1. Construction equipment is not allowed on top of bare native ground.
2. Equipment may be on top of placed compacted fill and riprap, as approved by COR.
3. See sheet (-61360) for Typical Section and for Top of Riprap, Toe of
Riprap, and Edge Treatment Details.
4. See sheets (-61361 and -61362) for Revegetation Plan and
Revegetation Details.
P.E.JANICE BACONGUIS
CROSS-SECTIONS
Sta. 4+50 to Sta. 8+00
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
A. Hatch
A. Hatch
D. Baconguis
Design Program Manager
0 20' 40'10'
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CROSS-SECTIONS
BOISE, ID
222-100-61358
2025-06-27
E.G. (Typ.)
Void-filled riprap (Typ.)
Compacted fill (Typ.)
OHW
1570.0' (Typ.)
Erosion control blanket (Typ.)
P.E.
Notes:
1. Construction equipment is not allowed on top of bare native ground.
2. Equipment may be on top of placed compacted fill and riprap, as approved by COR.
3. See sheet (-61360) for Typical Section and for Top of Riprap, Toe of
Riprap, and Edge Treatment Details.
4. See sheets (-61361 and -61362) for Revegetation Plan and
Revegetation Details.
JANICE BACONGUIS
CROSS-SECTIONS
Sta. 8+50 to Sta. 9+66.36
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
A. Hatch
A. Hatch
D. Baconguis
Design Program Manager
0 20' 40'10'
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CROSS-SECTIONS
BOISE, ID
222-100-61359
2025-06-27
E.G. (Typ.)
Void-filled riprap (Typ.)
Compacted fill (Typ.)
OHW
1570.0' (Typ.)Erosion control blanket (Typ.)
P.E.
Notes:
1. Construction equipment is not allowed on top of bare native ground.
2. Equipment may be on top of placed compacted fill and riprap, as approved by COR.
3. See sheet (-61360) for Typical Section and for Top of Riprap, Toe of
Riprap, and Edge Treatment Details.
4. See sheets (-61361 and -61362) for Revegetation Plan and
Revegetation Details.
JANICE BACONGUIS
TYPICAL SECTION
N.T.S.
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
A. Hatch
A. Hatch
D. Baconguis
Design Program Manager
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TYPICAL SECTION
SECTION AND DETAILS
BOISE, ID
222-100-61360
2025-06-27
E.G.
OHW
1570.0' (Typ.)
2:1 Slope
Riprap to El. 1570'
Compacted fill to achieve a 2:1 base for riprap
18" Thick void-filled riprap See Note 1
See Detail 1
See Detail 2
E.G.
Top of bank
2:1
DETAIL 1
TOP OF RIPRAP TREATMENT
N.T.S.
DETAIL 2
TOE OF RIPRAP TREATMENT
N.T.S.
Extend riprap to El. 1570' min.
2:1
E.G.
Width varies to catch 2:1 sloped riprap, 18" min.
18" Thick void-filled riprap
18" Thick void-filled riprap
2:1
Riprap to be placed on top of erosion control blanket. Typical all areas of riprap placement
Erosion control blanket
Erosion control blanket
Erosion control blanket See Note 3
DETAIL
TOE OF RIPRAP TREATMENT
When elevation 1570' is encountered before toe width reaches 18" min.
N.T.S.
Erosion control blanket
2:1
18" Thick void-filled riprap
2:1
18" min.
Extend riprap beyond El. 1570' to maintain 18" min. toe width.
See Note 2.Notes:
1. Fill riprap voids with topsoil.
2. In areas where El. 1570' is encountered before the toe of riprap reaches
18" minimum width, toe of riprap will extend beyond El. 1570' to achieve a toe width of 18" minimum.
3. No staking allowed into natural ground. Staking is only allowed into imported fill areas that are deep enough to accommodate full length of stake and does not reach natural ground.
4. See sheets (-61361 and -61362) for Revegetation Plan and Revegetation Details.
DETAIL
EDGE TREATMENT
N.T.S.
2:1
18" Thick void-filled riprap
Erosion control blanket
E.G.
Compacted fill
Slope compacted fill and riprap at 2:1 to match existing ground
E.G.
P.E.
El. 1570'
El. 1570'
JANICE BACONGUIS
OHW
OHW
OHW
OHW OHW
OHW OHW
OHW
OHW OHW OHW
OHW
OHW
OHW
OHW
OHW OHW OHW
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REVEGETATION
PLAN
BOISE, ID
222-100-61361
2025-06-27
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
A. Hatch
A. Hatch
D. Baconguis
Design Program Manager
REVEGETATION PLAN
± 1,000 ft to Boat Launch
Approximate location of existing log booms
Approximate Top of Bank
Void-Filled Riprap (slope to be seeded)
Revegetation Area
Ordinary high water (OHW) at El. 1570'
LEGEND
Finished grade surface of void-filled riprap to be seeded
Revegetation area from El. 1570' to 1572' See sheet (-61362) for
Revegetation Details
OHW
P.E.
NOTES:
1. Void-filled riprap to have voids filled with topsoil.
JANICE BACONGUIS
A
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REVEGETATION DETAILS
SECTION
BOISE, ID
222-100-61362
2025-06-27
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
A. Hatch
A. Hatch
D. Baconguis
Design Program Manager
El. 1572.0'
OHW El. 1570.0'
Void filled riprap
PLANTING PLUG PLACEMENT SECTION
N.T.S.
Plant List Common Name Scientific Name Size
Estimated Quantity (Each)
Woods rose Rosa woodsii 10 cu. in. plug 393 Serviceberry Amelanchier alnifolia 10 cu. in. plug 98 Chokecherry Prunus virginiana 10 cu. in. plug 98
Black hawthorn Cratageus douglasii 10 cu. in. plug 98 Blue elderberry Sambucus cerulea 10 cu. in. plug 98
NOTES:
1. Leaves and root crown to remain undamaged during planting.
2. Spacing for plants are 3' on center.
Plant 10 cubic inch plug crown flush with top of riprap (typ.)
Compacted fill
Erosion control blanket
P.E.
E.G.
Top limit of planting plug placement
JANICE BACONGUIS
1.50"
34.00"
0.75"
.0
0"
G O
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TI
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N ot e
See Note 4
Trim line, see Note 5
Trim line, see Note 5
See Note 2
0.
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SHEET
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CITY, STATE
PRJ-STA-SEQ
YYYY-MM-DD
NUMBER
DRAWN
ACCEPTED
BUREAU OF RECLAMATION
U.S. DEPARTMENT OF THE INTERIOR
YAKIMA PROJECT
KENNEWICK DIVISION
DRAWN
MANUFACTURER OR CONTRACTOR
ACCEPTED
TITLE
1. Government will provide contractor with an electronic AutoCAD template to be used by manufacturer for submittal of manufacturer's/contractors drawing in Government format.
2. The manufacturer's title block and drawing revisions as a result of the submittal process, may be located anywhere outside of the trim lines. The location shown on this drawing is the Government's preferred area.
3. The manufacturer shall show the Government solicitation/specification number, the manufacturer's name, drawing and sheet number in this area.
4. Government drawing number(s) will be issued at the end of the submittal process and drawing will be entered into the Government's electronic drawing system by the Government.
5. Trim lines shall be shown on all submitted drawings.
NOTES
AL
W
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S
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SHEET
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D R A W
IN
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F O
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A T
DRAWING BORDER,
SAMPLE TITLE BLOCK,
AND SIGNATURE LINES
DENVER, CO
40-D-7102
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
S. NITTA
S. NITTA
D. CRAWFORD
-1 2-
D
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M en dl in
U
PD
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B ar th el
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1. Information Management Handbook (IMH - 2020), Chapter 2, Section 9.A.4 - "Sheet Border" and Figures G2, G3, and G4.
REFERENCE
R. BARTHEL, P.E.
R.W. LAFOND, P.E.
Re le as ed
| 222-100-61352 |
| 222-100-61353 |
| 222-100-61354 |
| 222-100-61355 |
| 222-100-61356 |
| 222-100-61357 |
| 222-100-61358 |
| 222-100-61359 |
| 222-100-61360 |
| 222-100-61361 |
| 222-100-61362 |
File details come from the government source that posted it. Updated .