United States Department of the Interior
BUREAU OF LAND MANAGEMENT
Salem, Oregon 97306
http://www.or.blm.gov/salem
Date: September 2, 2015
Sale Name: Dutch Treat Timber Sale
Tract No.: ORS06-TS-2015.0102
Sale Date: September 16, 2015
PROSPECTUS CORRECTION NOTICE
It has come to our attention that there are two errors effecting pages 9-11, 35 and 38-39 of the
Exhibit C. The two errors are the following: a large fish culvert was included and a section of
haul route was omitted. In making the corrections the Exhibit C has gone from 39 pages in
length to 40 pages. The appraisal is correct as it did not include the large fish pipe and it
included the haul route. Attached are corrected Exhibit C pages to replace ones provided in the
original Prospectus. If you have any additional questions please contact Brian Christensen 503­
815-1119.
U.S. DEPT. OF THE INTERIOR
Bureau of Land Management
ORS06-TS-2015.0102
Dutch Treat Timber Sale
Exhibit C
150: ROAD PLAN AND DETAIL SHEET
Number of
Lifts
Grading Size
(*3)
Min. Width
Grading Size
(*3)
SURFACE COURSE
0
Remarks
New Construct. Construct Landing and Turnaround as marked.
New Construct. Construct Landing and Turnaround as marked.
Comp.
Depth
Surface
Type (*3)
14
Surface
Type (*3)
3
Comp.
Depth
Ditch
Max.
Favorable
Max.
Adverse
Min. Width
BASE COURSE
Number of
Lifts
ROAD WIDTH GRADIANT
Page 9 of 40
SURFACING (*5)
Subgrade
Min. Curve Radius
End
Station
Start
Road Station or
or
Number Milepost Milepost
27+77
Spur A
0+00
27+77
Typical Cross
Section
Total Length
SALEM DISTRICT OFFICE - OREGON
Spur A1
0+00
6+13
6+13
3
14
0
Spur B
0.000
0.083
0.083
6
14
2
Spur B1
0+00
13+34
13+34
3
14
0
Spur C
0+00
0+90
0+90
4
22
2
Spur C
0+90
6+09
5+19
3
14
0
Spur D
0+00
9+60
9+60
6
14
2
Spur D
9+60
26+58
16+98
3
14
0
New Construct. Construct Landing and Turnaround as marked. Deck trees removed on Private along road (9+60 - 15+65).
Spur E
0+00
3+10
3+10
3
14
0
New Construct. Construct Landing as marked.
Spur F
Spur F
0+00
2+83
2+83
15+25
2+83
12+42
3
3
14
14
0
0
Renovation. Cut and fill as needed to slacken grade.
New Construct. Construct Landing and Turnaround as marked.
Spur G
0+00
1+30
1+30
3
14
0
New Construct. Construct Landing as marked.
Cut slope
2-4
%
Fill slope
PRR
New Construct. Construct Landing and Turnaround as marked. Deck trees removed on Private along road (Stations 0+00 5+05).
19'
12"
1.5 :1
---
New Construct. Construct 65' radius curve. Deck trees removed on Private along road (Stations 0+00 - 0+90). Spread PitRun Lift to surface existing road and widening for curve.
New Construct. Construct Landing and turnaround as marked. Deck trees removed on Private along road (Stations 0+90 2+15).
2
2-4
Shoulder slope
:1
Fill slope
%
1.5
%
Minimum Base
Course width
1.5
%
Fill slope
1.5 :1
Subgrade width
1'
Crown shall be 3%
Type 5
Typical Grading Section
w / Ditch
1'
Crown shall be 3%
Surface course
Base course
Shoulder slope
3
:1
C
L
Fill slope
Subgrade width
1.5 :1
ft.
3
1.5 :1
Cut slope
25 ft. taper
25 ft. min.
Minimum Top
Course width
6
Subgrade width
Ditch
ft.
min. width
Fill slope
16 ft.
Minimum Base
Course width
Ditches 3:1 slope from subgrade.
Depth may be exceeded
to obtain required drainage.
6
ft.
10 ft.
Turnout
length
50
3
Ditch
ft.
min. width
Type 6
Typical Surfacing Section
Roadway
PLAN
Typical Truck
C
L
1. Extra subgrade widths
Add to each shoulder: 1 ft. for fills of 1-6 ft.
and 2 ft. for fills over 6 ft. Widen the inside
shoulder of curves as follow:
(See Road Plan Map, Exhibit C)
feet
25 ft. taper
25 ft. min.
PLAN
Typical Turnout
Fill slopes
Angle of repose
1-1/2:1
1-1/2:1
Note:
Full bench constr uction is required on side
slopes exceeding 60%.
3. Surface type
PRR - Pit run rock
GRR - Grid rolled rock
SRN - Screened rock
JRR - Jaw run rock
ABC - Aggr. base course
ASC - Aggr. surface course
WC - Wood chips
4. Turnouts
Width - 10 ft. in addition to subgrade width,
or as shown on the plans.
Located approximately as shown on the plans.
Intervisible and not more than 750 ft. apart.
5. Surfacing
Turnouts, curve widening and road approach
aprons shall be surfaced.
2. Backslopes
Cut slopes
Materials
1/4:1
Solid rock
1/2:1
Soft rock and shale
Common
Slopes under 55% 1:1
Slopes over 55% 3/4:1
Typical Surfacing Section
Outsloped
25 ft.
Cut slope
Type 4
Typical Grading Section
Outsloped
Typical Surfacing Section
Insloped
Fill slope
1.5 :1
Subgrade width
Type 3
Type 2
Shoulder slope
1.5 :1
Surface course
Base course
1.5 :1
Typical Grading Section
Insloped
*NOTES
Minimum Top
Course width
Subgrade width
Type 1
Renovation. Spread 20 CY Spot Rock as marked. Re-establish ditches, pile waste at WA. Deck trees removed on Private
along road.
--
Cut slope
Cut slope
Surface course
Base course
Subgrade width
PRR
PRR
Cut slope
Minimum Top
Course width
Minimum Base
Course width
2-4
Renovation. Spread 20 CY Spot Rock as marked. Re-establish ditches, pile waste at WA.
--
6. Clearing width
See Section
.
8. Drainage
See Culvert List
10. Compaction
See Sections
Grading
A - 3"
B - 2"
C - 3" jaw run
(base
course)
C
D
E
(surface
course)
- 1-1/2"
- 1"
- 3/4"
200
7. As posted and painted for Right-of-Way:
300
400
and
U.S. DEPT. OF THE INTERIOR
Bureau of Land Management
ORS06-TS-2015.0102
Dutch Treat Timber Sale
Exhibit C
SALEM DISTRICT OFFICE - OREGON
2
PRR
--
Renovation. Spread 350 CY Pit-Run Spot Rock as marked and needed. Construct ditchouts as marked and needed. Re-establish
ditchlines and haul material to WA.
Comp.
Depth
Number of
Lifts
14
Comp.
Depth
6
Min. Width
C
Number of
Lifts
Grading Size
(*3)
ASC
Surface
Type (*3)
2
Min. Width
14
Max.
Adverse
6
Remarks
Renovation. Spread 30 CY Crushed Spot Rock as needed. Re-establish ditchline and haul material to WA.
Max.
Favorable
Grading Size
(*3)
1.495
SURFACE COURSE
Surface
Type (*3)
1.495
SURFACING (*5)
BASE COURSE
ROAD WIDTH GRADIANT
Ditch
0.000
Page 10 of 40
Subgrade
3N-3-3.0
Min. Curve Radius
End
Start
Station
Road
Station or
or
Number Milepost Milepost
3N-2-17.0 0.000
0.831
0.831
Typical Cross
Section
Total Length
150: ROAD PLAN AND DETAIL SHEET
0.000
0.134
0.134
6
14
2
PRR
--
Renovation. Construct ditchouts as marked and needed. Spread 50 CY Spot Rock as needed. Re-establish ditchlines and haul material
to WA.
3N-3-11.0 0.000
0.417
0.417
6
14
2
PRR
--
Renovation. Construct ditchouts as marked and needed. Spread 50 CY Spot Rock as marked and needed. Re-establish ditchline and
haul material to WA.
3N-3-3.5
3N-3-13.0 0.00
1.490
1.490
6
14
2
PRR
--
3N-3-13.0 1.490
1.942
0.452
3
14
0
3N-3-13.1 0.000
0.275
0.275
6
14
2
ASC
C
3N-3-14.0 0.000
0.357
0.357
6
14
2
PRR
--
3N-3-14.0 0.357
3N-3-14.0 0.871
0.871
1.021
0.514
0.150
3
6
14
14
0
2
Renovation. Construct ditchouts as marked and needed. Spread 80 CY Spot Rock as marked and needed. Re-establish ditchline and
haul material to WA.
Renovation. Widen to the right for width (approx. 8 ft.) and remove sidecast (approx. 5 ft.). Haul material to waste area at MP 1.897.
Construct a Turnaround at MP 1.897. Construct ditchouts as marked and needed.
Renovation. Spread 20 CY Crushed Spot Rock as needed. Re-establish dichlines and haul material to WA.
Renovation. Spread 40 CY Spot Rock as marked and needed. Construct ditchouts as marked and needed. Re-establish dichlines and
haul mateial to WA.
Renovation. Construct ditchouts as marked and needed. Re-establish ditchlines in through-cuts and haul material to WA. Trees within
clearing limits are painted with "seafoam green" paint from MP 0.000 - 0.764.
Renovation. Construct ditchouts as marked and needed. Widen road to the right for corner with 3N-3-3.5.
*NOTES
Cut slope
2-4
%
Fill slope
Cut slope
Minimum Top
Course width
Minimum Base
Course width
2-4
1.5 :1
2-4
Shoulder slope
:1
Fill slope
%
1.5
%
Minimum Base
Course width
1.5
%
Fill slope
1.5 :1
Subgrade width
1'
Type 5
Typical Grading Section
w / Ditch
1'
ft. taper
25 ft. min.
Minimum Top
Course width
Crown shall be 3%
Surface course
Base course
Shoulder slope
3
:1
C
L
Fill slope
Subgrade width
1.5 :1
ft.
3
Ditch
ft.
min. width
1.5 :1
Cut slope
25
6
Subgrade width
Fill slope
16 ft.
Minimum Base
Course width
Ditches 3:1 slope from subgrade.
Depth may be exceeded
to obtain required drainage.
Crown shall be 3%
Typical Surfacing Section
Outsloped
25 ft.
Cut slope
Type 4
Typical Grading Section
Outsloped
Typical Surfacing Section
Insloped
Fill slope
1.5 :1
Subgrade width
Type 3
Type 2
Typical Grading Section
Insloped
Shoulder slope
1.5 :1
Surface course
Base course
1.5 :1
Subgrade width
Type 1
1. Extra subgrade widths
Add to each shoulder: 1 ft. for fills of 1-6 ft.
and 2 ft. for fills over 6 ft. Widen the inside
shoulder of curves as follow:
Minimum Top
Course width
Surface course
Base course
Subgrade width
Cut slope
Cut slope
6
ft.
10 ft.
Turnout
length
50
3
Ditch
ft.
min. width
Type 6
Typical Surfacing Section
Roadway
PLAN
Typical Truck
C
L
feet
25 ft. taper
25 ft. min.
PLAN
Typical Turnout
(See Road Plan Map, Exhibit C)
5. Surfacing
Turnouts, curve widening and road approach
aprons shall be surfaced.
2. Backslopes
Cut slopes
Materials
1/4:1
Solid rock
1/2:1
Soft rock and shale
Common
Slopes under 55% 1:1
3/4:1
Slopes over 55%
Fill slopes
Angle of repose
1-1/2:1
1-1/2:1
Note:
Full bench construction is required on side
slopes exceeding 60%.
3. Surface type
PRR - Pit run rock
GRR - Grid rolled rock
SRN - Screened rock
JRR - Jaw run rock
ABC - Aggr. base course
ASC - Aggr. surface course
WC - Wood chips
4. Turnouts
Width - 10 ft. in addition to subgrade width,
or as shown on the plans.
Located approximately as shown on the plans.
Intervisible and not more than 750 ft. apart.
6. Clearing width
See Section
8. Drainage
See Culvert List
10. Compaction
See Sections
(base
course)
C
D
E
(surface
course)
1-1/2"
1"
3/4"
.
7. As posted and painted for Right-of-Way:
Grading
A - 3"
B - 2"
C - 3" jaw run
-
200
300
400
and
U.S. DEPT. OF THE INTERIOR
Bureau of Land Management
ORS06-TS-2015.0102
Dutch Treat Timber Sale
Exhibit C
150: ROAD PLAN AND DETAIL SHEET
Min. Curve Radius
14
16
2
2
3N-3-14.1
6+66
14+05
7+39
6
14
2
3N-3-14.1
14+05
17+25
3+20
6
14
2
3N-3-14.1
17+25
24+14
6+89
6
14
4N-3-34.2
0.000
0.746
0.746
6
4N-3-35.0
0.000
0.062
0.062
Pisgah Home/Baconna
0.000
2.300
Gunners Lakes/Pisgah LO 0.000
3.200
Cut slope
2-4
%
Fill slope
PRR
--
2
PRR
--
14
2
ASC
C
Renovation. Spread 50 CY Crushed Spot Rock as needed. Construct ditchouts as marked and needed. Reestablish ditchline and haul material to WA.
6
14
2
---
--
Renovation. Construct ditchouts as marked. Re-establish ditchline and haul material to WA.
2.300
6
14
2
ASC
C
Renovation. Spread 50 CY Crushed Spot Rock as needed. Re-establish ditchline and haul material to WA.
3.200
6
14
2
ASC
C
Renovation. Spread 80 CY Crushed Spot Rock as needed. Re-establish ditchline and haul material to WA.
2-4
1.5 :1
14'
12"
12'
8"
2-4
Shoulder slope
:1
Fill slope
%
1.5
%
1.5 :1
Subgrade width
Crown shall be 3%
Type 2
Ditch
ft.
min. width
Type 5
Typical Grading Section
w / Ditch
Typical Surfacing Section
Outsloped
16 ft.
25 ft. taper
25 ft. min.
Minimum Top
Course width
Crown shall be 3%
Surface course
Base course
Shoulder slope
3
:1
C
L
Fill slope
Subgrade width
1.5 :1
ft.
3
1'
Fill slope
1.5 :1
6
ft.
10 ft.
Turnout
length
50
3
Ditch
ft.
min. width
Type 6
Typical Surfacing Section
1. Extra subgrade widths
Add to each shoulder: 1 ft. for fills of 1-6 ft.
and 2 ft. for fills over 6 ft. Widen the inside
shoulder of curves as follow:
(See Road Plan Map, Exhibit C)
Roadway
PLAN
Typical Truck
C
L
25
feet
ft. taper
25 ft. min.
PLAN
Typical Turnout
2. Backslopes
Materials
Cut slopes
Solid rock
1/4:1
Soft rock and shale
1/2:1
Common
Slopes under 55% 1:1
Slopes over 55% 3/4:1
Fill slopes
Angle of repose
1-1/2:1
1-1/2:1
Note:
Full bench construction is required on side
slopes exceeding 60%.
3. Surface type
PRR - Pit run rock
GRR - Grid rolled rock
SRN - Screened rock
JRR - Jaw run rock
ABC - Aggr. base course
ASC - Aggr. surface course
WC - Wood chips
4. Turnouts
Width - 10 ft. in addition to subgrade width,
or as shown on the plans.
Located approximately as shown on the plans.
Intervisible and not more than 750 ft. apart.
5. Surfacing
Turnouts, curve widening and road approach
aprons shall be surfaced.
Type 4
Typical Grading Section
Outsloped
Minimum Base
Course width
Cut slope
Shoulder slope
1.5 :1
Subgrade width
6
Subgrade width
Fill slope
1.5 :1
2
*NOTES
25 ft.
1'
2
--
Surface course
Base course
Type 3
Typical Surfacing Section
Insloped
Ditches 3:1 slope from subgrade.
Depth may be exceeded
to obtain required drainage.
PRR
Minimum Base
Course width
1.5
%
Fill slope
1.5 :1
Cut slope
--
Minimum Top
Course width
Subgrade width
Typical Grading Section
Insloped
PRR
Cut slope
Cut slope
Surface course
Base course
Type 1
C
Remarks
Renovation. Spread 10 CY Crushed Spot Rock as needed and 40 CY Pit-Run Spot Rock as marked. Construct
ditchouts as marked and needed. Re-establish ditchline and haul material to WA.
Renovation. Construct ditchouts as marked and needed. Re-establish ditchline and haul material to WA. Block
Rogue trails approaching road.
Renovation. Spread a 12" lift Pit-Run (approx. 56 CY).
Renovation. Construct ditchouts as marked and needed. Spread 50 CY Spot Rock as marked and needed. Reestablish ditchline and haul material to WA. Widen road to the right for curve (Sta. 6+66 - 7+89). Block Rogue
mud trails approaching road.
Renovation. Re-align road/widen to the left as marked. Utilize suitable material in subgrade and haul other
material to waste area. Spread a 8" lift Pit-Run (approx. 130 CY). Construct ditchouts as marked and needed.
Re-establish ditchline and haul material to WA. Block Rogue mud trails approaching road. Place concrete
barricades around BPA tower.
Renovation. Spread 90 CY Spot Rock. Construct ditchouts as marked and needed. Re-establish ditchline and
haul material to WA. Block Rogue mud trails approaching road. Place concrete barricades around BPA tower.
Construct a Turnaround and spread 30 CY Pit-Run @ Sta. 22+35.
Cut slope
Minimum Top
Course width
Minimum Base
Course width
Subgrade width
ASC
Number of
Lifts
6
6
Grading Size
(*3)
5+88
0+78
Surface
Type (*3)
5+88
6+66
Comp.
Depth
0+00
5+88
Min. Width
3N-3-14.1
3N-3-14.1
Number of
Lifts
2
SURFACE COURSE
Grading Size
(*3)
14
Surface
Type (*3)
6
Comp.
Depth
0.637
BASE COURSE
Min. Width
0.637
Max.
Adverse
0.000
GRADIANT
Max.
Favorable
Ditch
ROAD WIDTH
3N-2-13.7
Road Number
Start
End
Station or Station or
Milepost Milepost
Page 11 of 40
SURFACING (*5)
Subgrade
Total Length
Typical Cross
Section
SALEM DISTRICT OFFICE - OREGON
6. Clearing width
See Section
8. Drainage
See Culvert List
10. Compaction
See Sections
(base
course)
C
D
E
(surface
course)
1-1/2"
1"
3/4"
.
7. As posted and painted for Right-of-Way:
Grading
A - 3"
B - 2"
C - 3" jaw run
-
200
300
400
and
ORS06-TS-2015.0102
Dutch Treat Timber Sale
Exhibit C
Page 33 of 40
U.S. DEPT. OF THE INTERIOR
Bureau of Land Management
SALEM DISTRICT OFFICE - OREGON
Earth Barricade, Waterdip, Drivable and Non-Drivable Waterbar Details
WATER DIP DETAIL
Not to Scale
Earth BerM - - - - - - , . /
Root VJads, Logs, and Clearing Debris
Min,
Existing Roadbed
20-Ft. -
30-Ft
I G DIP, DIPS MAY BE EITHER INSLOPED
DISCHARGE INTO A CULVERT, DROP INLET,
I
EN OUTSLOPED, THEY SHALL DISCHARGE
TO NATURAL GROUND. THE MINIMUM CROSS GRADE
FROM "B" TO "E" IS 4% GREATER THAN THE ORIGINAL ROAD GRADE.
SKEW LINE B-E TO
FIT LOW POINT IN DRAW, IF LOCATED IN NATURAL DRAIN.
20'
MIN
Excavate Roadbed
2-Ft. - 3-Ft. Depth
EARTH BARRICADE CONSTRUCTION
ORIGINAL
GRADE LINE
ORIGINAL SLOPE LINE
PERSPECTIVE VIEW
6' MAX.
TAPER
-"~ORIGINAL GRADE LINE
VERTICLE
CURVE
~I
DRIVABLE WATERBAR CONSTRUCTION
NOTE:
--
I
26' (MIN
50' (MIN)
,
A~~~~B~----~~~L_-----eC
ROAD PROFILE ALONG A-B-C OF DRAIN DIP
DITCHLINE IS TO BE BLOCKED 'WITH EXCAVATED MATERIAL TO PREVENT DITCH 'WATER
FROM BYPASSING \o/ATERBAR.
2
EXCESS MATERIAL SHALL BE UNIFORMLY SPREAD ALONG ROAD\o/AY.
BEYOND THE OUTER ROAD EDGE
!f
I1'
I
TOP OF
BASE R~OCK
ORIGINAL GRADE LINE
NO MATERICAL \JILL BE ALLO'WED
VERTICLE
CURVE
26' (MIN)
D
Skew as Staked
BerM
Dltchllne
GRADE LINE
Block Ditchline
OUTSLOPE 3-5%
~~~~
.r1
SUBGRADE
B
NON-DRIVABLE wATERBAR CONSTRUCTION
I
65' (MIN)
E
F
ROAD PROFILE ALONG D-E-F OF DRAIN DIP
E
ROCK SPILL APRON 15' WIDE WITH
MATERIAL AS SHOWN ON SCHEDULE
OF ITEMS TO TOE OF FILL.
ORS06-TS-2015.0102
Dutch Treat Timber Sale
Exhibit C
Page 34 of 40
U.S. DEPT. OF THE INTERIOR
Bureau of Land Management
SALEM DISTRICT OFFICE - OREGON
BRUSHING DETAILS
14 ft.
4 ft.
Road prism (variable distance) **
14 ft.
Road prism (variable distance) **
4 ft.
Running surface
(variable width)
*
*
Running surface
(variable width)
*
4 ft.
4 ft.
EXAMPLE #1
EXAMPLE #2
4 ft.
14 ft.
Road prism (variable distance) **
4 ft.
Running surface
(variable width)
(NO SCALE)
EXAMPLE #3
* Variable distance between running
surface and start of fill slope
** All areas within the variable distance
Shoulder of
running surface
25 ft.
(middle ordinate)
PC
200 ft. (chord distance)
PT
SIGHT DISTANCE DIAGRAM
Area to be cut:
shall be free of
overhanging limbs
and all vegatation
will be cut to a
maximum height
of one (1) foot.
shall be free of all vegatation capable
of growing one (1) foot in height or
higher and all overhanging limbs and
branches 14 feet in elevation above
the running surface
U.S. DEPT. OF THE INTERIOR
Bureau of Land Management
ORS06-TS-2015.0102
Dutch Treat Timber Sale
SALEM DISTRICT OFFICE - OREGON
Exhibit C
Culvert List
Sta./ M.P
0.625
INSTALL TYPE *3
SIZE
TYPE
LENGTH
TYPE OF ELBOW *5
SIZE
GAGE
LENGTH
INLET
OUTLET
Stucture inside pipe
18"
--
48'
--
--
--
--
--
--
--
--
--
--
--
--
3N-3-14.1
6+35
36"
16
40'
1%
--
--
--
--
--
--
--
--
10
10
--
3N-3-3.0
3N-3-3.0
0.779
1.121
Gage
Road #
3N-3-13.7
CULVERT GRADE
AS BUILT
LENGTH
*4
GAGE
DOWNSPOUT
Page 35 of 40
ROCK
RIP RAP (GRADING)
(a)
(b)
SIZE
CULVERT LOCATIONS
DESIGNED
*2
10
12
14
16
18"
-18"
-Gage Chart
Dec. Inches
Steel
Alum.
.138
.135
.109
.105
.079
.075
.064
.060
32'
40'
------------------------1. Designed culvert lengths
*4. Downspout Types
and locations are approximate.
1) Full
*** Downspouts shall be
*2. all culverts have 2 2/3" x 1/2"
2) Half
CPP, Type C (single wall).
unless otherwise noted.
3) Flume
**** Corrugated plastic pipe (CPP), Type S (double wall) shall be used for
culvert sizes 24" and smaller. All larger culvets shall be aluminized steel.
Culverts 20' in length or smaller shall be one piece (no joints). No Culvert
piece shall be shorter than 6 foot. Minimization of banding is required.
REMARKS *6
Replace Existing. Construct lead-off ditch at outlet.
Replace existing. Beaver Ponds @inlet and outlet. Inlet is to be beveled at 1:1. Place 20 CY Crushed
Bedding/Backfill. Place 30 CY Pit-Run Base/Backfill Rock. Place Class 5 RipRap @ inlet and outlet as fill armor.
Install New Pipe. Place 5 CY Class 3 RipRap @ outlet for dissipater.
Install New Pipe. Place 5 CY Class 3 RipRap @ outlet for dissipater.
1) Conventional or Fabricated
2) Turner type
3) Slip joint
*6. Include special sections, structures,
headwalls, footings & other data.
ORS06-TS-2015.0102
Dutch Treat Timber Sale
Exhibit C
Page 36 of 40
U.S. DEPT. OF THE INTERIOR
Bureau of Land Management
SALEM DISTRICT OFFICE - OREGON
CULVERT BAND DETAILS
~FORGED
NOTE:
DESIGN VARIATIONS IN FASTENERS,
(STRAPS, BARS & 'WELDS) 'WHICH
PROVIDE A TENSILE STRENGTH OF
7500 LBS. ARE PERMISSIBLE.
~~1/2°
0
r--
BOLT BAR
/2
X
TENSION STRAP
1/4'
~
~
8 1/4
BAND
SHEET~
STEEL BAR
5 1/4 °
------1
SEE DETAIL A
--
l
I
~II
'
SPOT
9/16' X 7 /8" SLOT
DETAIL A
·='· CD
Ltl
SPOT 'WEL\
.JOINT SEALANT
'WHERE REQUIRED
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-
.l
j
-- -----L
,J~
~EL~
SECTION
1
l
A
2' X 2' X 3/16u
ANGLE
10
l 1/[
'
''\
1/2' X 4'
(CARRIAGE
BOLT
'"~
-----r3/4'
i
ROLLED END PIPE-:-BAR AND STRAP
CONNECTOR
CONTINUOUS
CORRUGATION
AROUND BAND
IT
1 2•
;rrw,!11
Tl
R1
[1;;\::,~Jlu
STANDARD CONSTRUCTION IS 1 PIECE 12'
THRU 48" AND 2 PIECE 54" AND ABOVE
SECTION
B-E
CHANNEL
BAND
COUPLER
2 3/4"
:-T
c-c
FLANGE HE~
5/8" ~ 1/8"
(::A;;Rl~Gr
BDL T
-,
CJ
Dj
FLANGED END COUPLER
STANDARD COUPLER BANDS
THE HUGGER COUPLER BAND DR AN APPROVED EQUIVALENT
COUPLER BAND SHALL BE MADE OF THE SAME MATERIAL AND
FINISH AS THE PIPES JOINED.
THE COUPLER BANDS SHALL
HAVE A MINIMUM VJIDTH OF 10 1/2 INCHES AND MAY BE T\./0
NUMERICAL THICKNESSES LIGHTER THAN THE GAGE DR
THICKNESS DESIGNATED FOR THE CONDUIT JOINED
THE BAND
SHALL BE DESIGNED TO BE DRA'WN TOGETHER 'WITH T'WO
1/2 INCH BDL TS THROUGH USE OF A BAR AND STRAP SUITABLY
'WELDED TO THE BAND
THE BAND SHALL ENGAGE AND MESH
'WITH THE SECOND ANNULER CORRUGATION IN'WARD FROM
THE END OF EACH OF THE CONDUIT SECTIONS .JOINED.
GASKETS AND 'HUGGER' TYPE BANDS, DR AN APPROVED
EQUIVALENT COUPLER, SHALL BE INSTALLED
INSTALLED ON ALL 48" AND LARGER METAL PIPES.
"HUGGER" COUPLER BANDS
CORRUGATED
CULVERT STD. ANNULAR
HELICAL
6' X 1'
3' X 1'
SIZE
NO. O,f:
'WIDTH NO. 0~ 'WIDTH NO. 0~ VJIDTH
VJIDTH NO. 0~
7
UNDER 18
7
2
2
18 TO
18
12
3
12
3
3
3
-
OVER
"
"
24
CMP
D-D
OJ
111111111111
I /L
D\
CMP~
3/4'~3/4"
--+3/16"
SECTION
I
:c
_____1
~4'
D-RING GASKET
'WHEN REQUIRED
~
A A
FLANGE HEIGHT
RUBBER~
GASKET DR
POL YSULFIDE
SHD'WN 'WITH ALTERNATE TYPES
OF JOINT SEALERS
1 1/2' X 2 1/2oE
ANGLE
109 DR LIGHTER
.138 DR HEAVIER
~~1/8'
r
1-rf
-:1
MlN
2 2/3'
"'
'
SECTION
CHANNEL
COUPLING\
'
A
NOTE
AS AN ALTERNATE TO S\JEDGE, AN
OVERSIZE BRIDGE CLIP MAY BE USED
10 1/2'
PIPE WALL THICKNESS
1111111111111
j
.} f--2
~
1 BUTYL
§>?q§~§
DIMENSIONS IN INCHES
m
'""i
-B-
BDL T BAR
\SPOT VELd
J 1\dfl
9/16' X
~9/16' SQUARE
TENSION STRAP
[
TENS!DN
AND BOLTSTR~j
BAR
5
"
5
"
"
5
24
4
DATA IN THIS BLOCK DOES NOT APPLY TO PERFORATED PIPE UNDERDRAIN
FOR BANDS 'WITH "PUNCH-OUT" TYPE CONNECTIONS, 2 BDL TS ARE
PERMISSIBLE FOR EACH LAP.
BANDS SHALL LAP 1/2 'WIDTH ONTO EACH
SECTION OF PIPE AND MUST FULLY ENCIRCLE THE .JOINT FORMING A
NEARLY 'WATERTIGHT CONNECTION,
®
BANDS 'WITH ANGLES
®
BANDS 'WITH TENSION TYPE CONNECTIONS
ORS06-TS-2015.0102
Dutch Treat Timber Sale
Exhibit C
Page 37 of 40
U.S. DEPT. OF THE INTERIOR
Bureau of Land Management
SALEM DISTRICT OFFICE - OREGON
CULVERT INSTALLATION DETAILS
C UL V E R T
~N ATURAL
- ~
GROUND
, _
/
/
CROSS SECTION AT CATCH BASIN
'
\_, --
SEE CA TCH BASIN
-1 1---.
/
, ~
INSTALL SLOPE
TYPE 2
PROTECT ION
SPL AS H PAD
'WHEN RE QUIRE D
2 ' MIN.
~r~
~ATU RAL GROUND
--SEE CATCH BASI N
SPLASH PA D DETAI L
-I
NOTE·
PL AN V I E IN
--5'
1.
PLACE ROCK S UNDER
THE OUTL ET
2.
SPL AS H PAD 'WID TH
SHALL MEET DR EXCEED
CUL V ERT DIAMETER
TYPE 4
CUL VERT INST ALLAT ION TYPE S
no1: t o
INSTALL CULVERT BELO'w'
NORMAL DITCH LINE
ELEVATION
ne t t o
~c:a.l ~
not to s c o. le
~c:a.l ~
CATCH BASIN
INLET
APP ROV ED BEDDING
MATERI AL FIRML Y
TAMPED
BEDDING MATERI AL SHALL BE SH APED
TO FIT THE BOTTOM OF THE CUL VERT.
BE DDING OF CUL VER TS ON STAB LE
NA TURAL GROUND FOUND A TION DR
COMPACTED EMB ANK MENT
SOLID DR ROCK
BOUL DER
FOUNDA TION
(
THE GRADE OF CROSS DRA INS SHALL
BEDDING MATERIAL SHALL BE SHAPED TO FIT THE
BOTT OM OF THE CULVERT. EARTH CUSHJONING OF SILTY
CLAY LOAM DR SAND MAY B E USED IF MATERI AL CAN BE
BEDDING MATERI AL SHALL BE SHAPED TO PL ACED I N THE DR Y COND!TrON. iF THE EXCAV ATION I S
FIT THE BOTTOM OF THE CULV ER T.
'WET, USE GRANULAR FDUNDA Tr DN FIL L MAT ERIAL, MAIN­
TAIN 8 ' MIN DEPTH BETIJEEN HIGH POINT S OF ROCKS
AND/OR BOULDERS AND THE BOT TOM OF THE CULV ERT.
BEDDING OF CUL V E RT S ON
SOF T SPONGY OR UNSTABL E
BEDDING OF CUL V ER T I N SOLID ROCK
SOIL F OUND A TIDN
DR B OULDE R F OUND A TION
BEDDING OF CUL VERTS
no t to s;co.LQ
BE AT LE AST 2% GRE ATER THAN THE
GRADE OF THE DITCH.
0 .5 D
SKEIN DIAGRAM
ALWAYS THINK
no-t t o
SAFETY
5c::o.l~
ROCK VOLUMES TOTALS
ROAD SEGMENT:
Application
Road Rock
ROAD SEGMENT:
Application
Road Rock
Fill Armor Outlet
3N-2-17.0
MILEAGE:
Volume per
Compacted Station/Item
Depth
(CY)
-----
0.000 to 0.831
Curve
Approx. Widening Summary
Total (CY)
(CY)
Totals
----30
3N-3-3.0
MILEAGE:
Volume per
Rock Size and
Compacted Station/Item
Type
Depth
(CY)
Location/Number
Pit-Run
Spot Rock
----RipRap: Class 3 Mi. 0.799 & 1.121
-----
0.000 to 1.495
Curve
Approx. Widening Summary
Total (CY)
(CY)
Totals
----350
----10
3N-3-3.5
MILEAGE:
Volume per
Compacted Station/Item
Depth
(CY)
Location/Number
Spot Rock
-----
0.000 to 0.320
Curve
Approx. Widening Summary
Total (CY)
(CY)
Totals
----50
3N-3-11.0
MILEAGE:
Volume per
Compacted Station/Item
Depth
(CY)
-----
0.000 to 0.417
Curve
Approx. Widening Summary
Total (CY)
(CY)
Totals
----50
MILEAGE:
Volume per
Compacted Station/Item
Depth
(CY)
Location/Number
Spot Rock
-----
0.000 to 1.942
Curve
Approx. Widening Summary
Total (CY)
(CY)
Totals
----80
3N-3-13.1
0.000 to 0.275
Curve
Approx. Widening Summary
Total (CY)
(CY)
Totals
----20
Rock Size and
Type
1-1/2"-0"
ROAD SEGMENT:
Application
Road Rock
Rock Size and
Type
Pit-Run
ROAD SEGMENT:
Application
Road Rock
Rock Size and
Type
Pit-Run
ROAD SEGMENT:
Application
Road Rock
Location
Spot Rock
Location
Spot Rock
3N-3-13.0
Rock Size and
Type
Pit-Run
ROAD SEGMENT:
Application
Road Rock
ORS06-TS-2015.0102
Dutch Treat Timber Sale
Exhibit C
Page 38 of 40
Rock Size and
Type
1-1/2"-0"
Location
Spot Rock
MILEAGE:
Volume per
Compacted Station/Item
Depth
(CY)
-----
ORS06-TS-2015.0102
Dutch Treat Timber Sale
Exhibit C
Page 39 of 40
ROCK VOLUMES TOTALS
ROAD SEGMENT:
Application
Road Rock
Road Rock
3N-3-13.7
Rock Size and
Type
Pit-Run
1-1/2"-0"
ROAD SEGMENT:
Application
Road Rock
ROAD SEGMENT:
Application
Road Rock
Culverts
Road Rock: Turnaround
Road Rock
Road Rock
Culverts
Fill Armor Outlet
Fill Armor Inlet
3N-3-14.0
Rock Size and
Type
Pit-Run
Location
Spot Rock
MILEAGE:
0.000 to 1.471
Volume per
Curve
Compacted Station/Item Approx. Widening Summary
Depth
(CY)
Total (CY)
(CY)
Totals
--------100
3N-3-14.1
STATION:
0+00 to 24+14
Volume per
Curve
Rock Size and
Compacted Station/Item Approx. Widening Summary
Type
Depth
(CY)
Total (CY)
(CY)
Totals
Location/Number
Pit-Run
Spot Rock
--------140
Pit-Run
Base/Backfill
--------30
Pit-Run
22+35
8"
--30
--30
Pit-Run
Sta. 5+88 - 6+66
12"
72
56
--56
Pit-Run
Sta. 14+05 - 17+25
8"
40
128
2
130
1-1/2"-0"
Bedding/Backfill
--------20
RipRap: Class 5
Sta. 6+35
--------10
RipRap: Class 5
Sta. 6+35
--------10
ROAD SEGMENT:
Application
MILEAGE:
0.000 to 0.637
Volume per
Curve
Compacted Station/Item Approx. Widening Summary
Depth
(CY)
Total (CY)
(CY)
Totals
Location/Number
Spot Rock
--------40
Spot Rock
--------10
4N-3-34.2
Rock Size and
Type
Location
MILEAGE:
0.000 to 0.746
Volume per
Curve
Compacted Station/Item Approx. Widening Summary
Depth
(CY)
Total (CY)
(CY)
Totals
ORS06-TS-2015.0102
Dutch Treat Timber Sale
Exhibit C
Page 40 of 40
ROCK VOLUMES TOTALS
ROAD SEGMENT:
Application
Road Rock
Pisgah LO/Gunners MnLn
Rock Size and
Type
1-1/2"-0"
ROAD SEGMENT:
Application
Road Rock
Pisgah Home/Baconna
Rock Size and
Type
1-1/2"-0"
ROAD SEGMENT:
Application
Road Rock
Rock Size and
Type
Pit-Run
MILEAGE:
0.000 to 0.083
Volume per
Curve
Compacted Station/Item Approx. Widening Summary
Depth
(CY)
Total (CY)
(CY)
Totals
Location/Number
Spot Rock
--------20
Spur C
Rock Size and
Type
Pit-Run
ROAD SEGMENT:
Application
Road Rock
MILEAGE:
0.000 to 2.300
Volume per
Curve
Compacted Station/Item Approx. Widening Summary
Depth
(CY)
Total (CY)
(CY)
Totals
Location/Number
Spot Rock
--------50
Spur B
ROAD SEGMENT:
Application
Road Rock
Location
Spot Rock
MILEAGE:
0.000 to 3.200
Volume per
Curve
Compacted Station/Item Approx. Widening Summary
Depth
(CY)
Total (CY)
(CY)
Totals
--------80
MILEAGE:
0+00 to 6+09
Volume per
Curve
Compacted Station/Item Approx. Widening Summary
Depth
(CY)
Total (CY)
(CY)
Totals
Location/Number
Sta. 0+00 - 0+90
12"
101
91
(included)
91
Spur D
Rock Size and
Type
Pit-Run
STATION:
0+00 to 26+58
Volume per
Curve
Compacted Station/Item Approx. Widening Summary
Depth
(CY)
Total (CY)
(CY)
Totals
Location/Number
Spot Rock
--------20