J.4 Maps Plans (10 Pages).pdf
PDF 2 MB Posted
- Attached to
- Sunbeam Dam Stairs Federal contract opportunity
- Solicitation number
- 1240LT26Q0006
- Issued by
- Department of Agriculture Forest Service
About this file
This is a set of construction design drawings for the Sawtooth National Recreation Area (GAOA Sawtooth NRA) Sunbeam Dam Stair Replacement project, prepared by the United States Department of Agriculture Forest Service, Intermountain Region (R04).
The project involves replacing an existing timber stairway at the Sunbeam Dam Interpretive Site near Stanley, Idaho (coordinates 44.27066N, -114.73514E). The work scope includes removing existing stairs, pouring concrete piers and landings, and fabricating and installing treated timber stairs with steel handrails and associated components. Key design specifications include: 8"x8" treated timber treads with 4"x8" treated timber stringers; 1½" OD weathering steel handrails with a center middle rail positioned vertically 3 feet from the nose of the stair to the top of rail; concrete piers reinforced with #4 rebar; and concrete landings colored with "988 Rosemary" ready-mix color or approved equal. The stair design requires 7" maximum rise and 11" minimum run between landing zones. Design loadings specify 113 psf ground snow load and 100 psf uniform live load. All exposed concrete must be compacted to 95% maximum dry density. The contractor must submit shop drawings for the fabricated steel handrail to the Contracting Officer for approval at least 14 days prior to fabrication. All lumber must be 100% free of heart center with moisture content less than 19% prior to treatment and certified for grade and species. Field treatment of cuts, holes, and abrasions requires two coats of copper naphthenate type 'A'. The design includes detailed specifications for welding procedures (AWS certified welders using E-70XX electrodes), bolt connections, and backfill requirements to prevent damage to treated timber.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 1240LT26Q0006.0003 - Sunbeam Dam Stairs.pdf | ||
| 1240LT26Q0006.0002 - Sunbeam Dam Stairs.pdf | ||
| 1240LT26Q0006.0001 - Sunbeam Dam Stairs.pdf | ||
| J.5 Experience Questionnaire (2 Pages).pdf | ||
| J.2 Schedule of Items.xlsx | XLSX spreadsheet | |
| 1240LT26Q0006 - Sunbeam Dam Stairs.pdf | ||
| J.1 Wage Determinations (Heavy) (Custer County, ID) (ID20260047) (01.02.2026) (7 Pages).pdf | ||
| J.3 Statement of Work Specs (35 Pages).pdf |
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Text version
FOREST LOCATION MAP
PROJECT LOCATION MAP
SHEET OF
United States Department of Agriculture Forest Service
GAOA SAWTOOTH NRA
DIRECTIONS:
FROM STANLEY, IDAHO HEAD NORTHEAST ON ID-75 FOR 13.0
MILES. THE SUNBEAM DAM INTERPRETIVE SITE IS ON THE RIGHT,
DIRECTLY ACROSS FROM YANKEE FORK RD. (44.27066N,
-114.73514E)
APPROVED BY:
FOREST ENGINEER DATE
FOREST SUPERVISOR DATE
/19
/25
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IDAHO
CUSTER COUNTY
(R04) INTERMOUNTAIN REGION
SAWOOTH NATIONAL FOREST
SAWTOOTH NATIONAL RECREATION AREA
INDEX OF SHEETS
SHEET SHEET TITLE DATE
G-01 COVER SHEET 10/7/2025
G-02 PROJECT DESCRIPTION AND GENERAL NOTES 10/7/2025
C-01 LUMBER NOTES AND SPECIFICATIONS 10/7/2025
C-02 PLAN VIEW 10/7/2025
C-03 PROFILE VIEW 10/7/2025
C-04 CONCRETE LANDING DETAIL 10/7/2025
C-05 TIMBER LANDING DETAIL 10/7/2025
C-06 RAILING END DETAIL 10/7/2025
C-07 SECTION VIEW, POST BRACKET, STRINGER SPLICE AND PIER
DETAILS 10/7/2025
C-08 STAKING NOTES 10/7/2025
SUNBEAM DAM STAIR REPLACEMENT
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/19
/25
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(R04)
INTERMOUNTAIN REGION
SAWTOOTH NRA
SUNBEAM DAM
STAIR
REPLACEMENT
SAWTOOTH NATIONAL
FOREST
SAWTOOTH NATIONAL
RECREATION AREA
PROJECT DESCRIPTION
AND GENERAL NOTES
10/7/2025
P MCCLOSKEY
P. MCCLOSKEY
B. RICHINS
G-02 2 10
GENERAL NOTES
PROJECT DESCRIPTION
THIS PROJECT REPLACES A SET OF TIMBER STAIRS AT THE SUNBEAM DAM
INTERPRETIVE SITE NEAR STANLEY, IDAHO. WORK INCLUDES REMOVING THE
EXISITNG STAIRS, POURING CONCRETE PIERS AND LANDING, FABRICATION AND
INSTALLATION OF TREATED TIMBER STAIRS WITH STEEL HANDRAILS AND ALL
ASSOCIATED WORK
EXISTING STAIRS
1. ALL EXPOSED CONCRETE FOR THIS PROJECT SHALL BE COLORED WITH
READY MIX COLOR' "288 ROSEMARY" OR APPROVED EQUAL. SEE SPECS
FOR ADDITIVE REQUIREMENTS
2. DEVIATION FROM NOTED STAIR RUN AND RISE SHALL BE APPROVED BY CO
PRIOR TO CONSTRUCTION. CONTRACTOR SHALL ENSURE STAIR RISE AND
RUN ARE CONSISTENT BETWEEN LANDING ZONES. STAIRS SHALL HAVE 7"
(MAX) RISE AND 11" (MIN) RUN IN ALL INSTANCES.
3. ALL CRUSHED AGGREGATE SHALL BE COMPACTED TO 95% (MAX) DRY
DENSITY
4. COORDINATE PLACEMENT OF SALVAGED BOULDERS AND OTHER LARGE
RIPRAP MATERIAL ON THE GROUND WITH CONTRACTING OFFICER PRIOR TO
CONSTRUCTION
5. AFTER STAIRS ARE CONSTRUCTED ALL DISUTRBED AREAS SHALL BE
GRADED TO A SMOOTH SURFACE. SITE FINISH GRADING IS INCIDENTAL TO
STAIR CONSTRUCTION
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/19
/25
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(R04)
INTERMOUNTAIN REGION
SAWTOOTH NRA
SUNBEAM DAM
STAIR
REPLACEMENT
SAWTOOTH NATIONAL
FOREST
SAWTOOTH NATIONAL
RECREATION AREA
LUMBER NOTES AND
SPECIFICATIONS
10/7/2025
P MCCLOSKEY
P. MCCLOSKEY
B. RICHINS
C-01 3 10
GENERAL NOTES / SPECIFICATIONS
DESIGN LOADINGS:
113 psf GROUND SNOW LOAD 100 psf UNIFORM LIVE LOAD (FOR STAIRS ONLY)
REINFORCED CONCRETE: CLASS A f'c = 3000 psi
STEEL:USE STEEL SHAPES, PLATES, AND BARS OF WEATHERING
STEEL, GRADE 50W, AS SHOWN ON THE DRAWINGS WHICH
CONFORM TO ASTM A588 OR ASTM A242, ASTM A847 FOR SQUARE
AND RECTANGULAR TUBING, AND ASTM A714 FOR PIPE.
FABRICATION: ALL STRUCTURAL AND NON-STRUCTURAL
MEMBERS SHALL BE FABRICATED AS SHOWN ON THE PLANS.
HOLES FOR BOLTS NOT SHOWN AS BEING DRILLED BEFORE
TREATMENT OF TIMBER SHALL BE DRILLED IN THE FIELD WITH A
DRILL HAVING THE SAME DIAMETER AS THE BOLT TO BE USED.
HARDWARE AND STRUCTURAL STEEL: USE MALLEABLE IRON
WASHERS AGAINST WOOD EXCEPT WHERE OTHERWISE NOTED.
ALL BOLTS AND NUTS CONNECTING TIMBER TO STEEL SHALL
CONFORM TO ASTM A307 AND NEED NOT BE GALVANIZED UNLESS
NOTED SPECIFICALLY. BOLT LENGTHS SHOWN ON THE PLANS
ARE CALCULATED FOR CONNECTIONS OF STANDARD SAWN
MEMBERS. IF LUMBER OR TIMBER IS FURNISHED, THAT DEVIATES
FROM THE STANDARD SAWN DIMENSIONS, THE CONTRACTOR
SHALL BE RESPONSIBLE TO FURNISH BOLTS WITH THREAD
LENGTHS SUFFICIENT TO MAKE THE CONNECTIONS AS SHOWN ON
THE PLANS, WITH 12" MAX. THREAD EXTENSION BEYOND THE NUT,
WHEN TIGHT. UNLESS OTHERWISE SHOWN, EXTRA WASHERS
SHALL NOT BE USED TO COMPENSATE FOR THREAD LENGTH
DEFICIENCY.
FIELD TREATMENT: ALL CUTS, HOLES, AND ABRASIONS MADE IN
LUMBER AFTER TREATMENT SHALL BE GIVEN TWO COATS OF
COPPER NAPHTHENATE TYPE 'A'
BACKFILL BACKFILL THE TIMBER IN ACCORDANCE WITH
SECTION 208 TO PREVENT DAMAGE TO THE TREATED TIMBER, NO
ROCK OVER 3" IN DIAMETER SHALL CONTACT THE TIMBER
SPECIFICATIONSLUMBER NOTES
ALL LUMBER SHALL BE COAST REGION DOUGLAS FIR GRADED IN
ACCORDANCE WITH THE WEST COAST LUMBER INSPECTION
BUREAU STANDARD GRADING AND DRESSING RULES NO. 17.
ALL LUMBER OVER 2" NOMINAL THICKNESS SHALL BE INCISED ON
ALL FOUR SIDES AND ALL 2" NOMINAL LUMBER SHALL BE INCISED
ON TWO FACES ONLY. MEMBERS TOO LARGE FOR MACHINE
INCISING SHALL BE MANUALLY INCISED.
ALL TIMBER SHALL BE TREATED IN ACCORDANCE WITH AWPA
STANDARD U1 TO THE REQUIREMENTS OF USE CATEGORY 4
(UC4B). TREATMENT SHALL BE COPPER NAPHTHENATE SOLVENT
'A" OR CHROMATED COPPER ARSENATE.
ALL SAWN LUMBER SUPPLIED FOR THE STAIRS SHALL BE 100%
FREE OF HEART CENTER AND HAVE A MOISTURE CONTENT LESS
THAN 19% PRIOR TO TREATMENT.
SPECIAL NOTE: ALL MATERIALS SHALL BE PRODUCED IN
COMPLIANCE WITH "BEST MANAGEMENT PRACTICES FOR THE USE
OF WOOD IN AQUATIC ENVIRONMENTS", CURRENT EDITION.
ALL TIMBER MUST BE CERTIFIED FOR GRADE, SPECIES AND
TREATMENT PRIOR TO ANY PAYMENT TO THE CONTRACTOR.
GENERAL NOTES / SPECIFICATIONS
WELDING: WHEN STRUCTURAL STEEL IS TO BE WELDED THE
WELDING PROCEDURE SHALL BE SUITABLE FOR THE GRADE OF
STEEL AND INTENDED USE OR SERVICE.
A. ALL WELDING AND CUTTING SHALL BE PERFORMED BY
AWS CERTIFIED WELDERS IN ACCORDANCE WITH
ANSI/AWS D1.5 (LATEST EDITION).
B. USE E-70XX ELECTRODES UNLESS NOTED OTHERWISE.
C. ALL INTERSECTING STEEL SHAPES WHICH ARE NOT
CONNECTED WITH BOLTS SHALL BE WELDED TOGETHER
WITH A FILLET WELD ALL AROUND UNLESS NOTED
OTHERWISE. WHERE WELD SIZES ARE NOT SHOWN USE
THE FOLLOWING: 1) WHERE ALL CONNECTED PARTS ARE
THICKER THAN 1/4", WELD IS 1/16" LESS THAN THE
THICKNESS OF THE THINNEST PART. 2) WHERE ANY OF
THE CONNECTED PARTS IS LESS THAN 1/4" THICK, WELD IS
SAME AS THICKNESS OF THE THINNEST PART.
D. WHEREVER POSSIBLE, WELDS SHALL BE SHOP WELDS.
SPECIAL CONSIDERATIONS, SUCH AS ITEMS WHICH MAY
NEED ADJUSTMENT AT THE SITE, REQUIRE THAT SOME
WELDS BE FIELD WELDS. WHERE QUESTIONS OR
DISCREPANCIES OCCUR THE CONTRACTOR SHALL
COORDINATE THE WORK BETWEEN THE SHOP
FABRICATOR AND THE STEEL ERECTOR.
E. FABRICATE WITH EXPOSED SURFACES SMOOTH, SQUARE,
AND FREE OF SURFACE BLEMISHES INCLUDING PITTING,
RUST, SCALE, SEAM MARKS, ROLLER MARKS, ROLLED
TRADE NAMES, AND ROUGHNESS. REMOVE BLEMISHES BY
FILLING OR GRINDING OR BY WELDING AND GRINDING.
SHOP DRAWINGS: THE CONTRACTOR SHALL SUBMIT SHOP
DRAWINGS FOR THE SHOP FABRICATED STEEL HANDRAIL TO THE
C.O. FOR APPROVAL 14 DAYS BEFORE FABRICATION OF THE STEEL
STRUCTURE SCHEDULED.
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: BACKFILL THE TIMBER IN ACCORDANCE WITH .
1+
0+
0+
1+
X
X
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X
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X
X
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X
X
EXISTING TOILET BUILDING
EXISTING ROCK POST (PROTECT ALL)
EXISITNG PARKING LOT
CONSTRUCT
CONCRETE
LANDING
STA: 0+13.69
NORTHING: 5081.51
EASTING: 2451.29 STA: 0+89.79
NORTHING: 5011.46
EASTING: 2481.02
EXISTING POLE FENCE (PROTECT ALL)
STA: 1+07.76
NORTHING: 5000.00
EASTING: 2500.00
STA: 0+00.00
NORTHING: 5094.12
EASTING: 2445.94
10201030
CONSTRUCT
TREATED
TIMBER STAIR
SYSTEM
REMOVE
EXISTING
TIMBER
STAIRWAYCONSTRUCT
CONCRETE
PIER, TYPICAL
CONSTRUCT
AGGREGATE
LANDING TO
TRANSITION
TO EXISITNG
TRAIL
STA: 0+94.69
NORTHING: 5006.95
EASTING: 2482.93
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/19
/25
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INTERMOUNTAIN REGION
SAWTOOTH NRA
SUNBEAM DAM
STAIR
REPLACEMENT
SAWTOOTH NATIONAL
FOREST
SAWTOOTH NATIONAL
RECREATION AREA
PLAN VIEW
10/7/2025
P MCCLOSKEY
P. MCCLOSKEY
B. RICHINS
C-02 4 10
N
S E
W
PLAN VIEW
Feet
1:120
20100 5
CP1 - REBAR
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0+00 0+50 1+00
STA 0+13.72
ELEV 1041.13
STA 0+33.72
ELEV 1030.63
STA 0+71.72
ELEV 1008.47
STA 0+89.73
ELEV 1003.22
STA 0+30.72
ELEV 1031.21
STA 0+10.22
ELEV 1041.16
STA 0+94.76
ELEV 1002.40
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/19
/25
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INTERMOUNTAIN REGION
SAWTOOTH NRA
SUNBEAM DAM
STAIR
REPLACEMENT
SAWTOOTH NATIONAL
FOREST
SAWTOOTH NATIONAL
RECREATION AREA
PROFILE VIEW
10/7/2025
P MCCLOSKEY
P. MCCLOSKEY
B. RICHINS
C-03 5 10
EXISTING
GROUND
PROFILE VIEW
EL
EV
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N
SEE SHEET C-05
FOR TIMBER
LANDING DETAILS
SEE SHEET C-06
FOR END OF
HANDRAIL DETAILS
SEE SHEET C-04
FOR CONCRETE
LANDING AND PIER
DETAILS
EQUALLY SPACED, 5' (MAX)
PROTECT EXISTING
ROCK POST AND
POLE FENCE
6" DEPTH
COMPACTED
AGGREGATE
PAD TO
CONNECT TO
EXISTING TRAIL
NOTE: STA & ELEV CALL-OUTS REPRESENT
LANDING BEGIN/END FINISH GRADE
POINTS
1" = 8'
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/19
/25
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(R04)
INTERMOUNTAIN REGION
SAWTOOTH NRA
SUNBEAM DAM
STAIR
REPLACEMENT
SAWTOOTH NATIONAL
FOREST
SAWTOOTH NATIONAL
RECREATION AREA
CONCRETE LANDING
DETAILS
10/7/2025
P MCCLOSKEY
P. MCCLOSKEY
B. RICHINS
C-04 6 10
CONCRETE LANDING DETAIL
CENTER MIDDLE RAIL
VERTICALLY
3' F
R O
M N
O
SE
O F
ST
AI
R T
O T
O P
O F
R
AI
L
" T
O T
O P
O F
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AT
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AN
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IN
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NEWEL POSTS, EQUALLY
SPACED, 5' MAX SPACING
4" M
AX
M
AX
8"x8" TREATED TIMBER TREAD
4"x8" TREATED TIMBER STRINGER
6" MIN DEPTH
COMPACTED
CRUSHED
AGGREGATE
4" THICK CONCETE PAD WITH #4
REBAR @12" OC BOTH
DIRECTIONS
8" WASHER HEAD LAG SCREW, 2
PER END
CONNECT POST BRACKET TO
STRINGER. SEE SHEET C-07
FOR DETAILS
1 1'/2" OD WEATHERING STEEL
MAX 4"
12"ø REINFORCED
CONCETE PIER
7"
1'
6"
6"
1% SLOPE -->
2" x12" CONCRETE ANCHOR W/
WASHER, 3 EA
EXISTING ROCK POST
LEVEL (TYP)
NTS
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/19
/25
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(R04)
INTERMOUNTAIN REGION
SAWTOOTH NRA
SUNBEAM DAM
STAIR
REPLACEMENT
SAWTOOTH NATIONAL
FOREST
SAWTOOTH NATIONAL
RECREATION AREA
TIMBER LANDING
DETAILS
10/7/2025
P MCCLOSKEY
P. MCCLOSKEY
B. RICHINS
C-05 7 10
TIMBER LANDING DETAIL
CENTER MIDDLE RAIL
VERTICALLY
3' F
R O
M N
O
SE
O F
ST
AI
R T
O T
O P
O F
R
AI
L
" T
O T
O P
O F
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AI
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AT
L
AN
D
IN
G
5' MAX BETWEEN NEWEL POSTS
M
AX
M
AX
8"x8" TREATED
TIMBER TREAD
4"x8" TREATED TIMBER STRINGER
6" MIN DEPTH COMPACTED
CRUSHED AGGREGATE
6" WASHER HEAD LAG
SCREW, 2 PER END
CONNECT POST BRACKET
TO TIMBER STRINGER.
SEE SHEET C-07
FOR DETAILS
1 1'/2" OD WEATHERING STEEL
7"
1'
2'
3'
1% SLOPE -->
LEVEL (TYP)
LEVEL (TYP)
NTS
12"ø REINFORCED CONCRETE
PIER
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/19
/25
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AM
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ST
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RS
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G
(R04)
INTERMOUNTAIN REGION
SAWTOOTH NRA
SUNBEAM DAM
STAIR
REPLACEMENT
SAWTOOTH NATIONAL
FOREST
SAWTOOTH NATIONAL
RECREATION AREA
RAILING END DETAILS
10/7/2025
P MCCLOSKEY
P. MCCLOSKEY
B. RICHINS
C-06 8 10
RAILING END DETAIL
CENTER MIDDLE RAIL
VERTICALLY
3' F
R O
M N
O
SE
O F
ST
AI
R T
O T
O P
O F
R
AI
L
MAX 5' BETWEEN NEWEL POSTS
M
AX
8"x8" TREATED TIMBER TREAD
4"x8" TREATED TIMBER STRINGER
6" MIN DEPTH COMPACTED
CRUSHED AGGREGATE
8" WASHER HEAD LAG
SCREW, 2 PER END
POST BRACKET.
SEE SHEET C-07
FOR DETAILS
1 1'/2" OD WEATHERING STEEL
7" 1'
7"
2'
12"ø REINFORCED CONCRETE
PIER
2'
NTS
LEVEL (TYP)
LEVEL (TYP)
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/19
/25
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BE
AM
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BE
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ST
AI
RS
.D W
G
(R04)
INTERMOUNTAIN REGION
SAWTOOTH NRA
SUNBEAM DAM
STAIR
REPLACEMENT
SAWTOOTH NATIONAL
FOREST
SAWTOOTH NATIONAL
RECREATION AREA
SECTION VIEW, PIPE
BRACKET, STRINGER
SPLICE AND PIER
DETAILS
10/7/2025
P MCCLOSKEY
P. MCCLOSKEY
B. RICHINS
C-07 9 10
SECTION VIEW - TIMBER STAIR
3' F
R O
M N
O
SE
O F
ST
AI
R T
O T
O P
O F
R
AI
L
8"x8" TREATED TIMBER TREAD
4"x8" TREATED TIMBER STRINGER
6" MIN DEPTH CRUSHED
AGGREGATE
SURFACING
8" WASHER HEAD LAG
SCREW, 2 PER END
POST BRACKET.
SEE DETAIL THIS SHEET
1 1'/2" OD WEATHERING STEEL
EXISTING GROUND
4'
#6 REBAR, 24" LONG
PIPE BRACKET DETAIL
5"
5"
.3 8"
HOLLAENDER SPEED RAIL
OFFSET WALL FLANGE 1 12" PIPE,
OR APPROVED EQUAL. FLANGE
SHALL BE PAINTED BLACK TO
MATCH STRINGER SPLICE
SET SCREW
8"x3" LAG SCREW, 4 PER BRACKET
12"ø CONCRETE PIER WHERE
SPECIFICIED. SEE DETAIL THIS
SHEET STRINGER SPLICE DETAIL
AT STRINGER BUTT ENDS
INSTALL 'SIMPSONS
APST412 ORENAMENTAL
4X FLAT STRAP W/ BLACK
POWDER COAT', OR
APPROVED EQUAL, WITH
8"x3" BLACK LAG BOLTS
NTS
NTS
NTS
SIDE VIEW
TOP VIEW
2'
CONCRETE PIER DETAIL
(4) #4 VERTS
#4 TIES @12" OC MAX
NTS
1'-3"1'-3"
CL
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X
X
X
X
X
X
10201030
POINT TABLE
POINT #
NORTHING
5085.31
5083.48
5068.19
5066.37
5055.27
5053.45
5042.38
5040.56
5029.50
5027.67
5011.55
5028.12
5063.55
5006.95
5000.00
4941.40
5023.66
EASTING
2452.21
2447.92
2459.48
2455.18
2464.96
2460.67
2470.43
2466.14
2475.90
2471.60
2480.98
2473.95
2458.91
2482.93
2500.00
2445.12
2579.90
ELEVATION
1041.15
1041.15
1031.13
1031.13
1024.28
1024.28
1016.08
1016.08
1007.92
1007.92
1003.22
1008.47
1030.63
1002.41
1000.00
992.33
1000.82
DESCRIPTION
PIER 1A
PIER 1B
PIER 2A
PIER 2B
PIER 3A
PIER 3B
PIER 4A
PIER 4B
PIER 5A
PIER 5B
STAIR NOSE
STAIR NOSE
STAIR NOSE
GROUND
CP1
CP2
CP3
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/19
/25
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ON
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N
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UN
BE
AM
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BE
R
ST
AI
RS
.D W
G
(R04)
INTERMOUNTAIN REGION
SAWTOOTH NRA
SUNBEAM DAM
STAIR
REPLACEMENT
SAWTOOTH NATIONAL
FOREST
SAWTOOTH NATIONAL
RECREATION AREA
STAKING NOTES
10/7/2025
P MCCLOSKEY
P. MCCLOSKEY
B. RICHINS
C-08 10 10
N
S E
W
NOTE: PIER POINTS
ARE TO THE TOP OF
THE CONCRETE IN
THE CENTER OF THE
PIER
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| Sheets and Views |
| G-01 COVER SHEET |
| OLE1 |
| G-02 SOI |
| OLE1 |
| C-01 NOTES |
| OLE1 |
| C-02 PLAN VIEW |
| OLE1 |
| C-03 PROFILE VIEW |
| OLE1 |
| C-04 CONCRETE LANDING DETAILS |
| OLE1 |
| C-05 TIMBER LANDING DETAILS |
| OLE1 |
| C-06 RAILING END DETAILS |
| OLE1 |
| C-07 SECTION VIEW AND POST BRACKET DETAILS |
| OLE1 |
| C-08 STAKING |
| OLE1 |
| undefined: | |
| undefined_2: | |
| undefined_3: | |
| undefined_4: | |
| undefined_5: | |
| 050: | |
| undefined_6: | |
| undefined_7: | |
| 100: | |
| DRAWING TITLE PLAN VIEW: | |
| 2025-11-19T16:17:47-0700 | |
| SHAWN ROBNETT |
| 2025-11-19T16:40:33-0700 | |
| CASEY JOHNSON |
File details come from the government source that posted it. Updated .