J.2 Project Drawings - Council Mountain Trail Reroute.pdf
PDF 6 MB Posted
- Attached to
- Council Mountain Trail Reroute - Construction Project Federal contract opportunity
- Solicitation number
- 1240LT23R0061
- Issued by
- Department of Agriculture Forest Service
About this file
This document package includes construction plans and specifications for a trail reroute project on the Council Mountain Trail in the Payette National Forest. The project involves rerouting approximately 5.85 miles of trail and includes clearing and grubbing, excavation, brushing, installation of climbing turns, construction of two rock ford crossings, installation of drainage dips, and seeding. The plans provide details on the scope of work, construction standards, dimensions, materials, and other requirements. The related federal contract opportunity is a solicitation issued by the US Department of Agriculture Forest Service for the construction project in accordance with the specifications. The solicitation includes the number 1240LT23R0061 and is for a trail reroute on the Council Mountain Trail to improve accessibility and safety.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sources-for-Idaho-Native-Seeds-and-Plants_Colson_041720.pdf | ||
| 1240LT23R0061 0003 Questions and Answers Package.pdf | ||
| Trails_198_Hansen.pdf | ||
| 1240LT23R0061 0002 Mod.pdf | ||
| 1240LT23R0061 0001 Mod.pdf | ||
| COUNCIL MOUNTAIN TRAIL RE-ROUTE (1240LT23R0061).pdf | ||
| J.5 SOI Excel Spreadsheet for Council Mountain Trail Reroute.xlsx | XLSX spreadsheet | |
| RFP 1240LT23R0061 - Council Mountain Trail Reroute 2024.pdf | ||
| J.1 SOW Standard Specifications for Construction of Trails & Trail Bridges On Forest Service Projects.pdf | ||
| J.4 Contractor Experience Questionaire.docx | DOCX document | |
| J.5 SOI Excel Spreadsheet for Council Mountain Trail Reroute.xlsx | XLSX spreadsheet | |
| J.3 Wage Determination ID20230036 for Adams County in Idaho.pdf | ||
| RFP 1240LT23R0061 - Council Mountain Trail Reroute 2024.pdf |
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Text version
UNITED STATES DEPARTMENT OF AGRICULTURE
TRAIL CONSTRUCTION PLANS FOR
FOREST SERVICE
CHECKED:
DESIGN:
DRAWN:
No. 1
No. 3
No. 2
REVISIONS:
DATE
DATE
DATE INITIALS
INITIALS
INITIALS
DATE
J. ZEITLIN 01/10/2023
DATE
P. MCCLOSKEY 03/15/2023
DATE
W. PERRY 04/03/23
COUNCIL RANGER DISTRICT
PAYETTE NATIONAL FOREST
INTERMOUNTAIN REGION
PROJECT SITE
APPROVED BY:
FOREST SUPERVISOR/STATION DIRECTOR DATE
FOREST ENGINEER DATE
RECOMMENDED BY:
DISTRICT RANGER/PROGRAM MANAGER DATE
PROJECT NAME
SECTION
REVISION DATE
01/10/2023
SHEET
OF
DRAWING NO.
1 20
NO SCALE900-GENERAL
STD_900-01COUNCIL MTN. TRAIL REROUTE
TYPICAL ID
TTL
PROJECT
LOCATION
PROJECT
LOCATION
GAOA 4EZ COUNCIL MOUNTAIN TRAIL REROUTE
INDEX
SHEET SHEET NO.
COVERSHEET
VICINITY MAP
GENERAL NOTES, SHEET LIST
WORKLIST
PLAN AND PROFILE
PLAN AND PROFILE 2
PLAN AND PROFILE 3
PLAN AND PROFILE 4
PLAN AND PROFILE 5
SUMMARY OF QUANTITIES
STANDARD TRAIL TERMS
TYPICAL CROSS SECTION
CLEARING LIMITS TREES
CLEARING LIMITS BRUSHING
CLIMBING TURN
CONSTRUCTED FORD ROCK STRUCTURE
CONSTRUCTED FORD ROCK STRUCTURE 2
DRAIN DIP
DRAIN DIP DETAILS
SEEDING
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ACTING
FOREST SERVICE
U.S. DEPARTMENT OF AGRICULTURE
DRAWING NAMEPROJECT NAME & LOCATION
STANDARD TRAIL PLAN
SECTION
REVISION DATE
03/15/2023
SHEET
OF
DRAWING NO.
NO SCALE900 - GENERAL
STD_900-02VICINITY MAP
COUNCIL RANGER DISTRICT
PAYETTE NATIONAL FOREST
COUNCIL MTN TRAIL REROUTE
2 20
TYPICAL ID
VCM
NEW TRAILHEAD
CABIN CREEK CG
TO HWY 95
COUNTY ROAD 186
- 50+00
- 100+00
- 150+00
200+00 -
- 250+00
- 300+00
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DRAWING NAMEPROJECT NAME & LOCATION
STANDARD TRAIL PLAN
SECTION
REVISION DATE
3/15/23
SHEET
OF
DRAWING NO.
NO SCALE900 - GENERAL
STD_900-03GENERAL NOTES
GENERAL NOTES
COUNCIL RANGER DISTRICT
PAYETTE NATIONAL FOREST
COUNCIL MTN TRAIL REROUTE
3 20
NUMBER
DRAWING
ID
TYP
NAME
DRAWING
STD_900-01
TITLE_SHEET
STD_900-02
VICINITY_MAP
STD_900-04
WORK_LIST
STD_900-07
PLAN_PROFILE_3
STD_900-08
PLAN_PROFILE_4
STD_906-01
SUMMARY_OF_QUANTITIES
STD_910-01
STANDARD_TRAIL_TERMS
STD_911-01
TYPICAL_CROSS_SECTION_SLOPE_FINISH
TTL
VCM
WKL
PP3
PP4
SOQ
STT
TSF/TCS
STD_900-03 GENERAL_NOTESGNT
SHEET LIST
TYPICAL ID
GNT
THE OPTIONAL TRAIL FROM THE TRAILHEAD TO THE CAMP GROUND WILL BE
FLAGGED AFTER THE ONGOING TIMBER SALE IS COMPLETE.
THE LOCATION OF THE DRIVEABLE DIPS WILL BE DETERMINED BY THE COR AFTER
THE INITIAL EXCAVATION IS COMPLETE.
THE TRAIL SHALL BE CONSTRUCTED TO ACCOMMODATE HIKER, HORSE, AND
MOTORBIKE USE.
ROAD 50233 SHALL BE SCARIFIED FOR 20' ON EITHER SIDE OF THE NEW TRAIL.
THIS WORK IS INDIRECT TO ITEM 91102
THE UPPER END OF THE REROUTE CAN BE ACCESSED FROM ROAD 51144 AND
CONTINUING UP THE EXISTING TRAIL FOR
MILE. ROAD 50233 IS AN ORPHANED
ROAD AND CANNOT BE USED FOR ACCESS
STD_900-07 PLAN_PROFILE_2PP2
STD_900-07
PLAN_PROFILE_1
PP1
STD_912-02
CLEARING_LIMITS_BRUSHING
STD_912-01
CLEARING_LIMITS_TREES_LOGS
CLB
CLT
CLIMBING_TURN
STD_914-01 CTN
STD_927-10-01
DRAIN_DIP
STD_927-10-02
DRAIN_DIP_DETAILS
DD1
DD2
STD_981-01
SEEDING_MULCHING_&_FERTILIZING
SMF
STD_917-0-01 CONSTRUCTED_FORD_ROCK_STRUCTURE
RF1
STD_927-10-01
CONSTRUCTED_FORD_ROCK STRUCTURE
RF2
STD_900-08 PLAN_PROFILE_5PP5
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DRAWING NAMEPROJECT NAME & LOCATION
STANDARD TRAIL PLAN
SECTION
REVISION DATE
03/15/2023
SHEET
OF
DRAWING NO.
NO SCALE900 - GENERAL
STD_900-04WORK LIST
TRAIL NO.
WORK LIST
0+00
STATION
BEGIN
308+76
STATION
END
NO.
DRAWING
NO. SPECIFICATION
SUPPLEMENTALSPECIFICATION
STD_912-01 912 X
TASK PAY ITEM
91201
OF
UNIT
MI
QUANTITY
5.85
MEASURE
COUNCIL RANGER DISTRICT
PAYETTE NATIONAL FOREST
COUNCIL MTN TRAIL REROUTE
4 20
ID
TYPICAL
CLT
TYPICAL ID
WKL
TRAIL CONSTRUCTION - CLEARING AND GRUBBING
198 0+00 308+76
STD_911-01
911 X 91102 MI 5.85TCS/TSFTRAIL CONSTRUCTION - EXCAVATION
198 0+00 308+76
STD_912-02
912 X 91202 MI 5.85CLBTRAIL CONSTRUCTION - BRUSHING
198 52+56
STD_914-01
914 X 91401 EA 1CTNTRAIL CONSTRUCTION - CLIMBING TURN
198 OPT. 0+00 -12+28 912 X 91201 MI 0.23
TRAIL CONSTRUCTION - CLEARING AND GRUBBING
198 OPT 0+00 -12+28 911 X 91102 MI 0.23TRAIL CONSTRUCTION - EXCAVATION
198 OPT 0+00 -12+28 912 X 91202 MI 0.23TRAIL CONSTRUCTION - BRUSHING
927 X 92701 EA 50198 0+00 308+76
STD_927-10-01/02
DDTRAIL CONSTRUCTION - DRAIN DIP
OPTION 1
STD_912-01 CLT
STD_911-01
TCS/TSF
STD_912-02
CLB
198 56+45
STD_914-01
914 X 91401 EA 1CTNTRAIL CONSTRUCTION - CLIMBING TURN
198 64+91
STD_914-01
914 X 91401 EA 1CTNTRAIL CONSTRUCTION - CLIMBING TURN
198 73+78
STD_914-01
914 X 91401 EA 1CTNTRAIL CONSTRUCTION - CLIMBING TURN
198 140+71
STD_914-01
914 X 91401 EA 1CTNTRAIL CONSTRUCTION - CLIMBING TURN
198 141+80
STD_914-01
914 X 91401 EA 1CTNTRAIL CONSTRUCTION - CLIMBING TURN
198 151+53
STD_914-01
914 X 91401 EA 1CTNTRAIL CONSTRUCTION - CLIMBING TURN
198 229+58
198 260+59
STD_914-01
914 X 91401 EA 1CTNTRAIL CONSTRUCTION - CLIMBING TURN
198 295+21
STD_917-20-01/02
917 X 91701 EA 1RFTRAIL CONSTRUCTION - FORD
STD_917-20-01/02
917 X 91701 EA 1RFTRAIL CONSTRUCTION - FORD
STD_981-01
981 X 98101 MI 5.85SMFTRAIL CONSTRUCTION - SEEDING0+00 308+76
198 OPT
STD_981-01
981 X 98101 MI 0.23SMFTRAIL CONSTRUCTION - SEEDING0+00 -12+28
OPTION 2
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L E
V A
T I O
N
F
E E
T
STATION
COUNCIL MOUNTAIN TRAIL REROUTE PROFILE
0+00 10+00 20+00 30+00 40+00 50+00 60+00 65+00
65+00
CONSTRUCT
CLIMBING TURN
STA 52+56.00
ELEV 4659.49
CONSTRUCT
CLIMBING TURN
STA 64+91.00
ELEV 4815.22
CONSTRUCT
CLIMBING TURN
STA 56+45.00
ELEV 4700.51
50+00
80+00
FOREST SERVICE
U.S. DEPARTMENT OF AGRICULTURE
DRAWING NAME
900 - GENERAL
PLAN AND PROFILE
PROJECT NAME & LOCATION
STANDARD TRAIL PLAN
SECTION
REVISION DATE
03/15/2023
SHEET
OF
DRAWING NO.
STD_900-07
1" = 500'
COUNCIL RANGER DISTRICT
PAYETTE NATIONAL FOREST
COUNCIL MTN TRAIL REROUTE
5 20
TYPICAL ID
PP1
N
S
E
W
Feet
1:6000
10005000
NEW TRAILHEAD
CABIN CREEK CG
COUNTY
ROAD 198
BOULDER CREEK
OPTIONAL
TRAILWORK -
ESTIMATED
LOCATION
MIDDLE FORK
WEISER RIVER
CONSTRUCT
CLIMBING
TURN
CONSTRUCT
CLIMBING
TURN
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65+00
STATION
COUNCIL MOUNTAIN TRAIL REROUTE PROFILE
65+00 70+00 80+00 90+00 100+00 110+00 120+00 130+00
130+00
CONSTRUCT
CLIMBING TURN
STA 73+78.00
ELEV 4911.61
50+00
80+00
100+00
120+00
130+00
FOREST SERVICE
U.S. DEPARTMENT OF AGRICULTURE
DRAWING NAME
900 - GENERAL
PLAN AND PROFILE 2
PROJECT NAME & LOCATION
STANDARD TRAIL PLAN
SECTION
REVISION DATE
03/15/2023
SHEET
OF
DRAWING NO.
STD_900-08
1" = 500'
COUNCIL RANGER DISTRICT
PAYETTE NATIONAL FOREST
COUNCIL MTN TRAIL REROUTE
6 20
TYPICAL ID
PP2
N
S
E W
Feet
1:6000.012
10005000
BOULDER
CREEK
CONSTRUCT
CLIMBING
TURN
SCARIFY ROAD
50233 FOR 20' ON
EITHER SIDE OF
TRAIL, INCIDENTAL
TO ITEM 91102
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130+00
COUNCIL MOUNTAIN TRAIL REROUTE PROFILE
130+00 140+00 150+00 160+00 170+00 180+00 190+00 195+00
195+00
STA 140+71.00
ELEV 5532.74
STA 147+53.00
ELEV 5614.12
STA 151+53.00
ELEV 5690.11
STA 141+80.00
ELEV 5548.32
100+00
130+00
160+00
210+00
FOREST SERVICE
U.S. DEPARTMENT OF AGRICULTURE
DRAWING NAME
900 - GENERAL
PLAN AND PROFILE 3
PROJECT NAME & LOCATION
STANDARD TRAIL PLAN
SECTION
REVISION DATE
03/15/2023
SHEET
OF
DRAWING NO.
STD_900-08
1" = 500'
COUNCIL RANGER DISTRICT
PAYETTE NATIONAL FOREST
COUNCIL MTN TRAIL REROUTE
7 20
TYPICAL ID
PP3
N
S
E
W
Feet
1:6000
10005000
BOULDER CREEK
CONSTRUCT
CLIMBING
TURN
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195+00
COUNCIL MOUNTAIN TRAIL REROUTE PROFILE
195+00 200+00 210+00 220+00 230+00 240+00 250+00 260+00
260+00
CONSTRUCT FORD
STA 229+58.00
ELEV 6103.83
210+00
220+00
230+00
TRAIL 198 (EXISTING)
FOREST SERVICE
U.S. DEPARTMENT OF AGRICULTURE
DRAWING NAME
900 - GENERAL
PLAN AND PROFILE 4
PROJECT NAME & LOCATION
STANDARD TRAIL PLAN
SECTION
REVISION DATE
03/15/2023
SHEET
OF
DRAWING NO.
STD_900-08
1" = 500'
COUNCIL RANGER DISTRICT
PAYETTE NATIONAL FOREST
COUNCIL MTN TRAIL REROUTE
8 20
TYPICAL ID
PP4
N
S
EW
Feet
1:6000
10005000
BOULDER
CREEK
CABIN
CREEK
CONSTRUCT FORD
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260+00
COUNCIL MOUNTAIN TRAIL REROUTE PROFILE
260+00 270+00 280+00 290+00 300+00 308+76
CLIMBING TURN
STA 260+59.00
ELEV 6111.08
CONSTRUCT FORD
STA 295+21.00
ELEV 5888.57
230+00
290+00
FOREST SERVICE
U.S. DEPARTMENT OF AGRICULTURE
DRAWING NAME
900 - GENERAL
PLAN AND PROFILE 5
PROJECT NAME & LOCATION
STANDARD TRAIL PLAN
SECTION
REVISION DATE
03/15/2023
SHEET
OF
DRAWING NO.
STD_900-08
1" = 500'
COUNCIL RANGER DISTRICT
PAYETTE NATIONAL FOREST
COUNCIL MTN TRAIL REROUTE
9 20
TYPICAL ID
PP5
N
S
E
W
Feet
1:6000
10005000
TRAIL 198 (EXISTING)
BOULDER CREEK
CABIN CREEK
CONSTRUCT
CLIMBING
TURN
CONSTRUCT FORD
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DRAWING NAMEPROJECT NAME & LOCATION
STANDARD TRAIL PLAN
SECTION
REVISION DATE
03/15/2023
SHEET
OF
DRAWING NO.
NOT TO SCALE906 - MEASUREMENT & PAYMENT
SUMMARY OF QUANTITIES
STD_906-01
DESCRIPTION
SUMMARY OF QUANTITIES
ITEM NO.
TRAIL NO.
TRAIL LENGTH
UNIT
OF
MEAS.
90701 MOBILIZATION
LS
QUANTITY
5.85
TOTAL
PROJECT
METH.
OF
MEAS.
AQ
COMMENTS
(MI)
PAY
PAYETTE NATIONAL FOREST
COUNCIL MTN TRAIL REROUTE
COUNCIL RANGER DISTRICT
TYPICAL ID
SOQ
91102 EXCAVATION
MIAQ 5.85
91201 CLEARING AND GRUBBING
MIAQ
91402 CLIMBING TURN
EAAQ 8
91701 FORD, TYPE CONSTRUCTED ROCK
EAAQ 2
91102 EXCAVATION
MIAQ 0.23
91201 CLEARING AND GRUBBING
MIAQ
92701 DRAIN DIP
EAAQ 50
5.85
OPTION 1
ALL
5.85
5.85
0.23
0.23
0.23
ESTIMATED LENGTH OF TRAIL FROM CG TO TH
LOCATION TO BE DETERMINED BY COR AFTER
ESTIMATED LENGTH OF TRAIL FROM CG TO TH
91202 BRUSHING
MIAQ
5.85
5.85
91202 BRUSHING
MIAQ 0.230.23 ESTIMATED LENGTH OF TRAIL FROM CG TO TH
INITIAL EXCAVATION IS COMPLETE
98101 SEEDING
MIAQ 5.85 5.85
98101 SEEDING
MIAQ 0.23 0.23
OPTION 1
ESTIMATED LENGTH OF TRAIL FROM CG TO TH
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DRAWING NAME
910 - TRAILWAY
STANDARD TRAIL TERMS
PROJECT NAME & LOCATION
STANDARD TRAIL PLAN
SECTION
REVISION DATE
03/15/2023
SHEET
OF
DRAWING NO.
STD_910-01
NOT TO SCALE
TRAILBED
C
L
TRAILWAY
CLEARING WIDTH
CLEARING
HEIGHT
CATCH POINT
EXISTING GROUND
FILL SLOPE
HINGE POINT
DITCH
CATCHPOINT
BACKSLOPE
C L E
A R
I N
G
L I M
I T
C L E
A R
I N
G
L I M
I T
TREAD
MATERIAL
COURSE
BASE
SUITABLE
MATERIAL
TRAIL CORRIDOR
OR
TRAIL EASEMENT
SHOULDER
WIDTH
SHOULDER
WIDTH
TREAD WIDTH
NOTES:
ALL SLOPES ARE SHOWN AS
VERTICAL-TO-HORIZONTAL DISTANCE (V:H).
ALL UNITS SHOWN ARE US CUSTOMARY UNITS IN
INCHES UNLESS OTHERWISE NOTED.
V
H
EXISTING
GROUND
COUNCIL RANGER DISTRICT
PAYETTE NATIONAL FOREST
COUNCIL MTN TRAIL REROUTE
11 20
TYPICAL ID
STT
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TREAD
WIDTH
% TO %
SIDESLOPE
ABOVE %
SIDESLOPE
8 INCHES
8 INCHES
SLOPE ROUNDING
IN COMMON MATERIAL
SLOPE ROUNDING
IN COMMON MATERIAL
TYPICAL TRAIL CROSS SECTIONS
DRAWING NAME
911 - TREAD AND PRISM
CROSS SECTION & SLOPE FINISH
PROJECT NAME & LOCATION
STANDARD TRAIL PLAN
SECTION
REVISION DATE
03/15/2023
SHEET
OF
DRAWING NO.
STD_911-01
NO SCALE
TYPICAL
C
L
FLAT SECTION
C
SHOULDER
WIDTH
SHOULDER
WIDTH
BALANCED SECTION
B
TREAD
WIDTH
SHOULDER
WIDTH
SHOULDER
WIDTH
% TO %
SIDESLOPE
10 45
FULL BENCH SECTION
A
TREAD
WIDTH
SHOULDER
WIDTH
SHOULDER
WIDTH
C
L
C
L
TSF-1
ID
TYPICAL
24" 12"
F
T
I
N
C
H
E
S
SEE SECTION 912
CLEARING LIMITS
FOR DISPOSAL TYPE
WIDTH
TREAD
SHOULDER WIDTH
UPHILL DOWNHILL
12"
COMMENTS
TYPICAL TRAIL TREAD AND SHOULDER WIDTH
TYPE
SECTION
FINISH
TREAD
1B SHOULDER WIDTH MAY BE REDUCED
COMMENTS
TREAD CROSS SLOPE
3 ALL TRAILS SHALL BE OUTSLOPED
OUTSLOPE INSLOPE
T
SECTION
CROWNED
TRAILBED AND SLOPE FINISH
SLOPE FINISH TRAILBED FINISH
FINISH
TREAD
4" 3" 4"
SLOPE AND TRAILBED FINISH
ROOTS
LOOSE
ROCK
EMBEDDED
ROCK
COMMENTS
REDUCE AND COVER EXPOSED ROCK
T1
T2
T3
T4
T5
T6
I
C
H
E
S
F
T
SLASH CONSISTS OF LOGS, LIMBS, BRUSH, AND ROCKS PLACED RANDOMLY IN
A WAY TO CATCH SEDIMENT MOVEMENT.
LIMB ALL TREES AND SHRUBS AND TAMP SLASH INTO GROUND SO THAT 80% OF
SLASH IS IN CONTACT WITH THE GROUND.
NOTES:
1.
2.
BACKFILL WITH
SUITABLE MATERIAL
REMOVE ROOTS THAT PROTRUDE FROM THE
BACKSLOPE WITH DIAMETERS GREATER THAN
SHOWN IN THE SLOPE AND TRAILBED FINISH
TABLE.
REMOVE LOOSE ROCK ON THE TRAILBED WITH A
DIMENSION GREATER THAN SHOWN IN THE SLOPE
AND TRAILBED FINISH TABLE.
REMOVE OR REDUCE EMBEDDED ROCK THAT
PROTRUDES MORE THAN THE DIMENSIONS SHOWN IN
THE SLOPE AND TRAILBED FINISH TABLE.
COUNCIL RANGER DISTRICT
PAYETTE NATIONAL FOREST
COUNCIL MTN TRAiL REROUTE
12 20
TCS-1
ID
TYPICAL
TYPICAL ID
TSF/TCS
SEE SECTION 912
CLEARING LIMITS
FOR DISPOSAL TYPE
FOR USE DURING CLIMBING TURNS
FOR FLAT CROSS SLOPES
TSF-2 36" 12" 12"1B
T
TSF-3 24" 12" 12"1C
T
AutoCAD SHX Text D
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DRAWING NAME
912 - CLEARING LIMITS
CLEARING LIMITS-TREES AND LOGS
PROJECT NAME & LOCATION
STANDARD TRAIL PLAN
SECTION
REVISION DATE
03/15/2023
SHEET
OF
DRAWING NO.
STD_912-01
NO SCALE
CLEARING LIMIT
UPHILL
WIDTH
CLEARING LIMIT
DOWNHILL
WIDTH
CLEARING LIMITS - TREES AND LOGS
TRIM
BRANCHES
FLUSH WITH
TRUNK
CLEARING
HEIGHT
LEAVE TREES
DISTANCE
UPHILLDOWNHILL CLEARING
4' 4' 10'
CLEARING LIMITS
METHOD
CLEARING
C 1
COMMENTS
1' 1'
LEAVE TREES
(INCHES)
DIAMETER
(FEET)
DISTANCE
METHOD
DISPOSAL
D 1
WIDTHWIDTH HEIGHT
TYPE
DISPOSAL
LOP AND SCATTER OUTSIDE TRAILWAY
DISPOSAL METHOD
METHOD
DISPOSAL
COMMENTS
D1
D2
D3
D4
LOP AND SCATTER ON FILL SLOPE
PILE AND BURN
CHIP
D5 HAUL TO DISPOSAL SITE
TYPE
CLEARING
NEW CONSTRUCTION
CLEARING METHOD
METHOD
CLEARING
COMMENTS
C1
C2
C3
C4
CLEARING LIMIT RESTORATION
TRAIL OPENING
C5
CLEAR ZONE
UPHILLDOWNHILL
WIDTH WIDTH
3' 3'
D6
2' >6"
C7
TREES, PRUNING, & BRUSH
TREES, PRUNING, LOGS, BRUSH & MAINTENANCE
LOGGING OUT, LOOSE ROCK & DRAINAGE CLEARING
STUMPS
MAXIMUM
OBSTRUCTION HEIGHT
MAXIMUM
HEIGHT
C
L
LEAVE TREES
DISTANCE
MAXIMUM
OBSTRUCTION
HEIGHT
MAXIMUM
STUMP
HEIGHT
A
D
E F
G
H
A B C D E F G H
HAZARD TREE REMOVAL
HAZARD TREE REMOVAL
ALONG TRAIL CORRIDOR
INDIVIDUAL (AS MARKED)
C6 LOOSE ROCK & ROOT REMOVAL
DOWNHILL
CLEAR ZONE
WIDTH
UPHILL
CLEAR ZONE
WIDTH
HAZARD TREE
REMOVAL
WIDTH
HAZARD TREE
REMOVAL
WIDTH
B
C
D
HAZARD TREE
10'
REMOVAL
WIDTH
I
I I
CUT
EMBEDDED
ROCK
LOOSE
ROCK
LEAVE TREES: LEAVE TREES SHOULD BE LIVE, SOUND & UNDAMAGED WITH
UNCOMPROMISED ROOT SYSTEMS.
HAZARD TREES: HAZARD TREES ARE TREES THAT ARE STANDING OR LEANING DEAD TREES
LARGER THAN 8 INCHES IN DIAMETER AND GREATER THAN 90 FEET IN HEIGHT.
COUNCIL RANGER DISTRICT
PAYETTE NATIONAL FOREST
COUNCIL MTN TRAIL REROUTE
13 20
TYPICAL ID
CLT
CLT-1
ID
TYPICAL
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text G
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AutoCAD SHX Text I
AutoCAD SHX Text C
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DRAWING NAME
912 - CLEARING LIMITS
CLEARING LIMITS - BRUSHING
PROJECT NAME & LOCATION
STANDARD TRAIL PLAN
SECTION
REVISION DATE
03/15/2023
SHEET
OF
DRAWING NO.
STD_912-02
NO SCALE
CLEARING LIMITS - BRUSHING
UPHILL DOWNHILL CLEARING
4' 4' 10'
BRUSHING LIMITS
METHOD
CLEARING
C 9
COMMENTS
METHOD
DISPOSAL
D 1
WIDTH WIDTH HEIGHT
TYPE
DISPOSAL
LOP AND SCATTER OUTSIDE TRAILWAY
DISPOSAL METHOD
METHOD
DISPOSAL
COMMENTS
D1
D2
D3
D4
LOP AND SCATTER ON FILL SLOPE
PILE AND BURN
CHIP
D5 HAUL TO DISPOSAL SITE
TYPE
CLEARING
CLEARING METHOD
METHOD
CLEARING
COMMENTS
C9
C10
C11
BRUSHING
MOWING LIMITS
UPHILL DOWNHILL
WIDTH WIDTH
2' 2'
C
L
CUT
BRUSHING LIMITS
UPHILL
WIDTH
BRUSHING LIMITS
DOWNHILL
WIDTH
D6
MOWING
CUT
J K
L
M N
MOWING
LIMITS
UPHILL
WIDTH
MOWING
LIMITS
DOWNHILL
WIDTH
CLEAR ZONE
UPHILL
LIMITS
CLEAR ZONE
DOWNHILL
LIMITS
J K L M N
BRUSHING
LIMIT
CLEARING
HEIGHT
NOTE:
SEE SHEET STD_912-01 FOR
CLEAR ZONE LIMITS
COUNCIL RANGER DISTRICT
PAYETTE NATIONAL FOREST
COUNCIL MTN TRAIL REROUTE
14 20
TYPICAL ID
CLB
CLB-1
ID
TYPICAL
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
DRAWING NAME
914 - CLIMBING TURN
CLIMBING TURN
PROJECT NAME & LOCATION
STANDARD TRAIL PLAN
SECTION
REVISION DATE
03/15/2023
SHEET
OF
DRAWING NO.
STD_914-01
NO SCALE
CLIMBING TURN SECTIONS
36"
RADIUS
MINIMUM
COMMENTS
SLASH BARRIER MAY BE ALSO BE USED6'
TREAD
CURVE
A
A
CURVE
TREAD
WIDTH
RADIUS
POINT
M
I
N
I
M
U
M
R
A
D
I
U
S
T
R
E
A
D
W
I
D
T
H S
T
R
E
A
D
W
I D
T
H
S
D
O
W
N
G
R
A
D
E
U
P
G
R
A
D
WIDTH
BARRIER
AREA WHEN
SPECIFIED
SEE STD_933
CUT SLOPE
FILL SLOPE
BARRIER AREA
WHEN SPECIFIED
FILL SLOPE
CUT SLOPE
BACKSLOPE,
REFER TO TRAIL
EXCAVATION
DETAILS
EXISTING GROUND
FILL
SLOPE
%3
TYPE
BARRIER
ROCK
N/A WHEN NOT SPECIFIED
O U
TS
LO
P
%3
O U
TS
LO
P E
COUNCIL RANGER DISTRICT
PAYETTE NATIONAL FOREST
COUNCIL MTN TRAIL REROUTE
15 20
TYPICAL ID
CTN
CTN-1
ID
TYPICAL
PLAN VIEW
SECTION A-A
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
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AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text
TRANSITION SECTION
AutoCAD SHX Text
15 FEET MINIMUM
AutoCAD SHX Text
APPROACH SECTION
AutoCAD SHX Text
25 FEET MINIMUM
AutoCAD SHX Text
TRANSITION SECTION
AutoCAD SHX Text
15 FEET MINIMUM
AutoCAD SHX Text
APPROACH SECTION
AutoCAD SHX Text
25 FEET MINIMUM
AutoCAD SHX Text
CONSTRUCT CONSTANT GRADE THROUGH BOTH APPROACH SECTIONS.
NOTE:
DRAWING NAMEPROJECT NAME & LOCATION
STANDARD TRAIL PLAN
SECTION
REVISION DATE
03/15/2023
SHEET
OF
DRAWING NO.
STD_917-20-01
NO SCALE
INSTALL STEPPING ROCKS
ON UPSTREAM
EDGE OF TREAD
EMBED ROCK DAM
INTO EACH BANK A
MINIMUM DISTANCE
OF 12 INCHES
BACKSLOPE
STREAM
BANK
F L O
W
PLAN VIEW
HAND-PLACE ROCKS
ACROSS FULL WIDTH.
KEY IN SMALLER ROCKS
N/A WHEN NOT REQUIRED
TYPE
SURFACE COURSE MATERIAL TYPE
MATERIAL COMMENTS
S1
S2
S3
S4
AGGREGATE
PITRUN
CLAY
S5
WOODCHIPS
GRADATION
APPROACH
12 INCHES
SPACING
(TYPICAL)
B
A
HIGH
WATER
MARK
B
A
COMMENTS
CONSTRUCTED FORD - ROCK STRUCTURE
USE LOCALLY AVAILABLE ROCK
FOUNDATION**
STEPPING
ROCK
MINIMUM
TYPE DEPTH
1F
TYPE
FOUNDATION MATERIAL TYPE
MATERIAL COMMENTS
F1
F2
F3
F4
PAVING BLOCK
GRAVEL
GEOCELL
SMALL ROCKS LESS THAN 3 INCHES
917 - FORDS
ROCK STRUCTURE
CONSTRUCTED FORD
6" 4'
C
C
RETAINERS*
TYPE LENGTH
5'
BEGIN/END
FULL FORD WIDTH
FORD
WIDTH
25'
SEE SECTION 911
TYPICAL SECTIONS
SURFACE COURSE
TYPE DEPTH
LENGTH
FORD
50'
TYPE
GEOTEXTILE
LENGTH
ROCK DAM
LENGTH
MINIMUM
MINIMUM
FACE ROCK
SIZE (LBS)
SIZE (LBS)
RETAINER
LENGTH
(TYP)
TYPICAL RETAINER
AS SPECIFIED
HIGH
WATER
MARK
BEGIN/END
FULL FORD WIDTH
SEE SECTION 911
TYPICAL SECTIONS
T
R
A
N
S
I
T
I
O
N
T
R
A
N
S
I
T
I
O
N
STREAM
BANK
FACE
ROCK
LENGTH
APPROACHES
FARNEAR
% GRADE
TYPE
GEOTEXTILE TYPE
MATERIAL COMMENTS
G1
G2
G3
G4
WOVEN
NON-WOVEN
GEOGRID
G5
G6
THE TRANSITION AND GRADE SHALL BE THE
AVERAGE OF THE APPROACH GRADE AND
THE TRAIL GRADE TO CREATE A SMOOTH
TRANSITION.
TRANSITION TREAD WIDTH FROM FORD
WIDTH TO TYPICAL TREAD WIDTH TO
ACCOMMODATE GRADE TRANSITION.
NOTES:
1.
2.
A
P
P
R
O
A
C
H
COUNCIL RANGER DISTRICT
PAYETTE NATIONAL FOREST
COUNCIL MTN TRAIL REROUTE
16 20
TYPICAL ID
RF1
ID
TYPICAL
ROCK
*FOR TYPICAL RETAINERS SEE SHEET STD_911-03
**FOR FOUNDATIONS SEE SECTION STD_918
SHEET 1 OF 2
AutoCAD SHX Text D
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DRAWING NAMEPROJECT NAME & LOCATION
STANDARD TRAIL PLAN
SECTION
REVISION DATE
03/15/2023
SHEET
OF
DRAWING NO.
NO SCALE
A-A
HAND-PLACED
ROCK DAM
INSTALL STEPPING ROCKS,
EMBED 1/3 OF ROCK DEPTH
TYPICAL
STREAMBED
D O
W N
S T
R E
A M
B-B
CONSTRUCT TOP
OF DAM LEVEL
EMBED ROCK DAM
INTO EACH BANK AND
STREAM BOTTOM A
MINIMUM DISTANCE
OF 12 INCHES
GEOTEXTILE
917 - FORDS
ROCK STRUCTURE
CONSTRUCTED FORD
2X BACKFULL HEIGHT
FOUNDATION
DEPTH
SURFACE
COURSE
DEPTH
ROCK DAM LENGTH
TREAD
C
L
STREAM
C-C
2X BACKFULL HEIGHT
BEGIN/END
TRANSITION
AS STAKED
STD_917-20-02
GEOTEXTILE
FACE ROCKS
TRANSITION
AREA
APPROACH
APPROACH
TRANSITION
AREA
SURFACE COURSE
WHEN SPECIFIED
AND AS STAKED ON
THE GROUND
TYPICAL FOUNDATION
WHEN SPECIFIED
24 INCH
MINIMUM
G
R
A
D
E
FORD LENGTH
FORD WIDTH
I N
C H
M A
X
COUNCIL RANGER DISTRICT
PAYETTE NATIONAL FOREST
COUNCIL MTN TRAIL REROUTE
17 20
SURFACE COURSE LENGTH
FOUNDATION LENGTH
TYPICAL ID
RF2
SHEET 2 OF 2
SECTION
SECTION
SECTION
AutoCAD SHX Text D
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AutoCAD SHX Text M
AutoCAD SHX Text E
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AutoCAD SHX Text G
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AutoCAD SHX Text I
AutoCAD SHX Text C
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AutoCAD SHX Text T
AutoCAD SHX Text U
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DRAWING NAME
927 - DRAIN DIPS
DRAIN DIP
PROJECT NAME & LOCATION
STANDARD TRAIL PLAN
SECTION
REVISION DATE
03/15/2023
SHEET
OF
DRAWING NO.
STD_927-10-01
NO SCALE
DRAIN DIP SECTION
COMMENTS
SURFACE COURSE
TYPE DEPTH
L1
20 FOOT
MINIMUM
L2
10 F
OOT
M
IN
IM
UM
L3
20 FOOT
MINIMUM
E
X
I S
T
I
G
R
O
U
N
D
TOP OF CUT
TOE OF FILL
DRAIN DIPS WILL BE STAKED IN THE FIELD.
ROCK SPILLWAY SLOPE SHALL BE THE SAME AS THE
CONSTRUCTED FILL SLOPE.
1.
2.
NOTES:
BOTTOM
OF DIP
TYPE
SURFACE COURSE MATERIAL TYPE
MATERIAL COMMENTS
USE LOCALLY AVAILABLE MATERIAL
S1
S2
S3
AGGREGATE
PITRUN
GRADATION
TYPE
GEOTEXTILE TYPE
MATERIAL COMMENTS
G1
G2
G3
WOVEN
NON-WOVEN
A
A
TYPE
GEOTEXTILE
SKEW
TYPE
DRAIN DIP
XDD
F
I N
I S
H
D
A
D
E
SURFACE COURSE
WHEN SPECIFIED
SPILLWAY***
ROCK
20°
SKEW
COUNCIL RANGER DISTRICT
PAYETTE NATIONAL FOREST
COUNCIL MTN TRAIL REROUTE
18 20
B
B
PROFILE
DRAIN DIP CONSTRUCTION DIMENSIONS
0 TO 4
5 TO 6
7 TO 8
9 TO 10
GRADE
20'
L1
10'
L2
20'
L3
8"
(H)
10'
(E)
OVER 10% NOT RECOMMENDED
TYPE
DRAIN
DD1
DD2
DD3
DIP
DD4
DD5
H = C OF TREAD
L
N/A WHEN NOT APPLICABLE
***FOR ROCK SPILLWAY SEE SHEET STD_923-10-01
TYPICAL ID
DD1
DD1-1
ID
TYPICAL
SHEET 1 OF 2
20' 10' 20' 8" 10'
20' 10' 20' 8" 10'
20' 10' 20' 8" 10'
N/A N/A N/A N/A
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text T
AutoCAD SHX Text A
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AutoCAD SHX Text I
AutoCAD SHX Text C
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DRAWING NAME
927 - DRAIN DIPS
DRAIN DIP DETAILS
PROJECT NAME & LOCATION
STANDARD TRAIL PLAN
SECTION
REVISION DATE
03/15/2023
SHEET
OF
DRAWING NO.
STD_927-10-02
NO SCALE
E
H
A
V
E
R
A
G
E
E
X
I S
T
I
O
U
N
D
6 INCH MINIMUM
SURFACE COURSE
WHEN SPECIFIED
L1
L2
L3
A-A
C
FLOOD LINE
P
O
F
I
A
D
E
FILL SLOPE
CUT SLOPE
FILL
FINISHED GRADE
CUT
TYPICAL FILL SECTION
TYPICAL CUT SECTION
UNSUITABLE MATERIAL TO
BE DISPOSED AT A LOCATION
DESIGNATED ON THE GROUND
SEE SECTION 911
TYPICAL SECTIONS
B-B B-B
ROCK SPILLWAY
AS SPECIFIED
SEE SECTION 911
TYPICAL SECTIONS
OUTSLOPE %
OUTSLOPE %3
COUNCIL RANGER DISTRICT
PAYETTE NATIONAL FOREST
COUNCIL MTN TRAIL REROUTE
19 20
TYPICAL ID
DD2
SHEET 2 OF 2
SECTION
SECTION
SECTION
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text G
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AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
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AutoCAD SHX Text T
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DRAWING NAME
981 - SEEDING, FERTILIZING AND MULCHING
SEEDING, FERTILIZING AND MULCHING
PROJECT NAME & LOCATION
STANDARD TRAIL PLAN
SECTION
REVISION DATE
03/15/2023
SHEET
OF
DRAWING NO.
STD-981-01
NOT TO SCALE
TRAILBED
C
L
TREAD
CONSTRUCTION LIMITS
CATCH POINT
EXISTING
GROUND
DITCH
CATCHPOINT
BACKSLOPE
EMBANKMENT
FILL
SLOPE
HINGE
POINT
SEED, FERTILIZER & MULCH
METHOD
APPLICATION
APPLICATIONS
TOTAL NO.
SEED
RATE (LB/ACRE)
APPLICATION
FERTILIZER
TRAIL 198
NUTRIENT NITROGEN, N
P205
PHOSPHORUS
POTASSIUM
SEASON
APPLICATION
H 1
SEEDING
LIMITS
SEEDING
LIMITS
CONTRACTOR SHALL SEED ANY DISTURBED AREA THAT WAS CAUSED BY
CONTRACTORS OPERATION OUTSIDE SEEDING LIMITS. THIS WORK SHALL BE
INCIDENTAL TO SEEDING
NOTE:
SEED MIXTURE
SPECIES OR
NUTRIENT
APPLICATIONS
NO. OF
MULCH
TYPE
APPLICATION OF
SEEDING & MULCHING
SEEDING
MULCHING
AND MULCHING
SEEDING AND FERTILIZING
TYPE
SEEDING
S
TYPE
FERTILIZING
F1
TYPE
MULCHING
ALL MULCHING MATERIAL TO BE CERTIFIED WEED FREE
RATE (TONS/ACRE)
APPLICATION
TYPE
SEEDING
S1
S2
S3
S4
S5
S6
F2
F3
APPLICATION METHOD: H = HAND SPREAD M = MECHANICAL SPREAD
ALL SEED TO BE CERTIFIED WEED FREE
TYPE
FERTILIZING
TYPE
MULCHING
M1
M2
M3
APPLICATION TYPE
EROSION CONTROL BLANKETSEEDING, FERTILIZING
TYPE
APPLICATION
A
A
B
C
D
E
F
COUNCIL RANGER DISTRICT
PAYETTE NATIONAL FOREST
COUNCIL MTN TRAIL REROUTE
20 20
TYPICAL ID
SMF
SMF-1
ID
TYPICAL
SEE SPECIFICATIONS SECT 981 FOR SEED MIXTURE
COMMENTS
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text G
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| Sheets and Views |
| 01 TITLE |
| 02 VICINITY MAP |
| 03 GENERAL NOTES |
| 04 WORKLIST |
| 05 Plan&Profile |
| 06 Plan&Profile |
| 07 Plan&Profile |
| 08 Plan&Profile |
| 09 Plan&Profile |
| 10 SUMMARY OF QUANTITIES |
| 11 STANDARD TRAIL TERMS |
| 12 TYPICAL CROSS SECTION |
| 13 CLEARING LIMITS TREES |
| 14 CLEARING LIMITS BRUSHING |
| 15 CLIMBING TURN |
| 16 CONSTRUCTED FORD ROCK STRUCTURE |
| 17 CONSTRUCTED FORD |
| 18 DRAIN DIP |
| 19 DRAIN DIP DETAILS |
| 20 SEEDING |
| NEW TRAILHEAD CABIN CREEK CG TO HWY 95 COUNTY ROAD 186 5000 10000 15000 20000 25000 30000: | |
| SECTION: | |
| VCM: | |
| NO SCALE: | |
| SHEET: | |
| 20: | |
| undefined: | |
| GENERAL NOTES NUMBER DRAWING ID TYP NAME DRAWING STD90001 TITLESHEET STD90002 VICINITYMAP STD90004 WORKLIST STD90007 PLANPROFILE3 STD90008 PLANPROFILE4 STD90601 SUMMARYOFQUANTITIES STD91001 STANDARDTRAILTERMS STD91101 TYPICALCROSSSECTIONSLOPEFINISH 2 3 4 5 1 6 7 8 9 10 11 12 13 14 15 16 17 18 19 TTL VCM WKL PP3 PP4 SOQ STT TSFTCS STD90003 GENERALNOTES GNT SHEET LIST THE OPTIONAL TRAIL FROM THE TRAILHEAD TO THE CAMP GROUND WILL BE FLAGGED AFTER THE ONGOING TIMBER SALE IS COMPLETE THE LOCATION OF THE DRIVEABLE DIPS WILL BE DETERMINED BY THE COR AFTER THE INITIAL EXCAVATION IS COMPLETE THE TRAIL SHALL BE CONSTRUCTED TO ACCOMMODATE HIKER HORSE AND MOTORBIKE USE ROAD 50233 SHALL BE SCARIFIED FOR 20 ON EITHER SIDE OF THE NEW TRAIL THIS WORK IS INDIRECT TO ITEM 91102 THE UPPER END OF THE REROUTE CAN BE ACCESSED FROM ROAD 51144 AND CONTINUING UP THE EXISTING TRAIL FOR 1 4 MILE ROAD 50233 IS AN ORPHANED ROAD AND CANNOT BE USED FOR ACCESS STD90007 PLANPROFILE2 PP2 STD90007 PLANPROFILE1 PP1 STD91202 CLEARINGLIMITSBRUSHING STD91201 CLEARINGLIMITSTREESLOGS CLB CLT CLIMBINGTURN STD91401 CTN STD9271001 DRAINDIP STD9271002 DRAINDIPDETAILS DD1 DD2 STD98101 SEEDINGMULCHINGFERTILIZING SMF STD917001 CONSTRUCTEDFORDROCKSTRUCTURE RF1 STD9271001 CONSTRUCTEDFORDROCK STRUCTURE RF2 20 STD90008 PLANPROFILE5 PP5: | |
| US DEPARTMENT OF AGRICULTURE: | |
| PROJECT NAME LOCATION: | |
| DRAWING NAME: | |
| SECTION_2: | |
| GNT: | |
| NO SCALE_2: | |
| SHEET_2: | |
| 20_2: | |
| undefined_2: | |
| TRAIL NO 198 WORK LIST 000 STATION BEGIN 30876 STATION END NO DRAWING NO SPECIFICATION SUPPLEMENTAL SPECIFICATION STD91201 912 X TASK PAY ITEM 91201 OF UNIT MI QUANTITY 585 MEASURE ID TYPICAL CLT TRAIL CONSTRUCTION CLEARING AND GRUBBING 198 000 30876 STD91101 911 X 91102 MI 585 TCSTSF TRAIL CONSTRUCTION EXCAVATION 198 000 30876 STD91202 912 X 91202 MI 585 CLB TRAIL CONSTRUCTION BRUSHING 198 5256 STD91401 914 X 91401 EA 1 CTN TRAIL CONSTRUCTION CLIMBING TURN 198 OPT 000 1228 912 X 91201 MI 023 TRAIL CONSTRUCTION CLEARING AND GRUBBING 198 OPT 000 1228 911 X 91102 MI 023 TRAIL CONSTRUCTION EXCAVATION 198 OPT 000 1228 912 X 91202 MI 023 TRAIL CONSTRUCTION BRUSHING 927 X 92701 EA 50 198 000 30876 STD927100102 DD TRAIL CONSTRUCTION DRAIN DIP OPTION 1 STD91201 CLT STD91101 TCSTSF STD91202 CLB 198 5645 STD91401 914 X 91401 EA 1 CTN TRAIL CONSTRUCTION CLIMBING TURN 198 6491 STD91401 914 X 91401 EA 1 CTN TRAIL CONSTRUCTION CLIMBING TURN 198 7378 STD91401 914 X 91401 EA 1 CTN TRAIL CONSTRUCTION CLIMBING TURN 198 14071 STD91401 914 X 91401 EA 1 CTN TRAIL CONSTRUCTION CLIMBING TURN 198 14180 STD91401 914 X 91401 EA 1 CTN TRAIL CONSTRUCTION CLIMBING TURN 198 15153 STD91401 914 X 91401 EA 1 CTN TRAIL CONSTRUCTION CLIMBING TURN 198 22958 198 26059 STD91401 914 X 91401 EA 1 CTN TRAIL CONSTRUCTION CLIMBING TURN 198 29521 STD917200102 917 X 91701 EA 1 RF TRAIL CONSTRUCTION FORD STD917200102 917 X 91701 EA 1 RF TRAIL CONSTRUCTION FORD 198 STD98101 981 X 98101 MI 585 SMF TRAIL CONSTRUCTION SEEDING 000 30876 198 OPT STD98101 981 X 98101 MI 023 SMF TRAIL CONSTRUCTION SEEDING 000 1228 OPTION 2: | |
| TRAIL CONSTRUCTION CLEARING AND GRUBBING: | |
| STD91101: | |
| STD91201: | |
| TRAIL CONSTRUCTION BRUSHING: | |
| STD91202: | |
| TRAIL CONSTRUCTION SEEDING: | |
| STD98101: | |
| 308765256: | |
| TRAIL CONSTRUCTION CLIMBING TURN: | |
| STD91401: | |
| 308765645: | |
| TRAIL CONSTRUCTION CLIMBING TURN_2: | |
| STD91401_2: | |
| 308766491: | |
| TRAIL CONSTRUCTION CLIMBING TURN_3: | |
| STD91401_3: | |
| 308767378: | |
| TRAIL CONSTRUCTION CLIMBING TURN_4: | |
| STD91401_4: | |
| 3087614071: | |
| TRAIL CONSTRUCTION CLIMBING TURN_5: | |
| STD91401_5: | |
| 3087614180: | |
| TRAIL CONSTRUCTION CLIMBING TURN_6: | |
| STD91401_6: | |
| 3087615153: | |
| TRAIL CONSTRUCTION CLIMBING TURN_7: | |
| 3087622958: | |
| TRAIL CONSTRUCTION FORD: | |
| STD917200102: | |
| 3087626059: | |
| TRAIL CONSTRUCTION CLIMBING TURN_8: | |
| 3087629521: | |
| STD917200102_2: | |
| 198Row1: | |
| 29521Row1: | |
| 30876Row11: | |
| TRAIL CONSTRUCTION FORDRow1: | |
| STD917200102Row1: | |
| RFRow1: | |
| 917Row1: | |
| XRow1: | |
| 91701Row1: | |
| EARow1: | |
| 1Row1: | |
| 198Row2: | |
| 29521Row2: | |
| 30876Row12: | |
| TRAIL CONSTRUCTION FORDRow2: | |
| STD917200102Row2: | |
| RFRow2: | |
| 917Row2: | |
| XRow2: | |
| 91701Row2: | |
| EARow2: | |
| 1Row2: | |
| 198Row3: | |
| 29521Row3: | |
| 30876Row13: | |
| STD917200102OPTION 1: | |
| RFOPTION 1: | |
| 917OPTION 1: | |
| XOPTION 1: | |
| 91701OPTION 1: | |
| EAOPTION 1: | |
| 1OPTION 1: | |
| STD91201_2: | |
| TRAIL CONSTRUCTION EXCAVATION: | |
| STD91101_2: | |
| TRAIL CONSTRUCTION BRUSHING_2: | |
| STD98101_2: | |
| 198 OPTRow1: | |
| 000Row1: | |
| 1228Row1: | |
| TRAIL CONSTRUCTION SEEDINGRow1: | |
| STD98101Row1: | |
| SMFRow1: | |
| 981Row1: | |
| XRow1_2: | |
| 98101Row1: | |
| MIRow1: | |
| 023Row1: | |
| 198 OPTRow2: | |
| 000Row2: | |
| 1228Row2: | |
| TRAIL CONSTRUCTION SEEDINGRow2: | |
| STD98101Row2: | |
| SMFRow2: | |
| 981Row2: | |
| XRow2_2: | |
| 98101Row2: | |
| MIRow2: | |
| 023Row2: | |
| 198 OPTRow3: | |
| 000Row3: | |
| 1228Row3: | |
| STD98101OPTION 2: | |
| SMFOPTION 2: | |
| 981OPTION 2: | |
| XOPTION 2: | |
| 98101OPTION 2: | |
| MIOPTION 2: | |
| 023OPTION 2: | |
| 198Row1_2: | |
| 000Row1_2: | |
| 30876Row1: | |
| TRAIL CONSTRUCTION DRAIN DIPRow1: | |
| STD927100102Row1: | |
| DDRow1: | |
| 927Row1: | |
| XRow1_3: | |
| 92701Row1: | |
| EARow1_2: | |
| 50Row1: | |
| SECTION_3: | |
| NO SCALE_3: | |
| SHEET_3: | |
| 20_3: | |
| undefined_3: | |
| WKL: | |
| SECTION_4: | |
| 1 500: | |
| SHEET_4: | |
| 20_4: | |
| undefined_4: | |
| SECTION_5: | |
| PP2: | |
| 1 500_2: | |
| SHEET_5: | |
| 20_5: | |
| undefined_5: | |
| SECTION_6: | |
| PP3: | |
| 1 500_3: | |
| SHEET_6: | |
| 20_6: | |
| undefined_6: | |
| SECTION_7: | |
| PP4: | |
| 1 500_4: | |
| SHEET_7: | |
| 20_7: | |
| undefined_7: | |
| SECTION_8: | |
| PP5: | |
| 1 500_5: | |
| SHEET_8: | |
| 20_8: | |
| undefined_8: | |
| DESCRIPTION SUMMARY OF QUANTITIES ITEM NO TRAIL NO TRAIL LENGTH UNIT OF MEAS 90701 MOBILIZATION LS QUANTITY 585 198 TOTAL PROJECT METH OF MEAS AQ COMMENTS MI PAY 91102 EXCAVATION MI AQ 585 91201 CLEARING AND GRUBBING MI AQ 91402 CLIMBING TURN EA AQ 8 91701 FORD TYPE CONSTRUCTED ROCK EA AQ 2 91102 EXCAVATION MI AQ 023 91201 CLEARING AND GRUBBING MI AQ 92701 DRAIN DIP EA AQ 50 585 OPTION 1 ALL 585 585 8 2 023 023 50 023 ESTIMATED LENGTH OF TRAIL FROM CG TO TH LOCATION TO BE DETERMINED BY COR AFTER ESTIMATED LENGTH OF TRAIL FROM CG TO TH 91202 BRUSHING MI AQ 585 585 91202 BRUSHING MI AQ 023 023 ESTIMATED LENGTH OF TRAIL FROM CG TO TH INITIAL EXCAVATION IS COMPLETE 98101 SEEDING MI AQ 585 585 98101 SEEDING MI AQ 023 023 OPTION 1 ESTIMATED LENGTH OF TRAIL FROM CG TO TH: | |
| 90701 MOBILIZATION: | |
| ALL: | |
| 91102 EXCAVATION: | |
| 585: | |
| 585_2: | |
| 91201 CLEARING AND GRUBBING: | |
| 585_3: | |
| 91202 BRUSHING: | |
| 585_4: | |
| 91402 CLIMBING TURN: | |
| 8: | |
| 8_2: | |
| 91701 FORD TYPE CONSTRUCTED ROCK: | |
| OPTION 1: | |
| 585_5: | |
| 585_6: | |
| AQOPTION 1: | |
| MIOPTION 1: | |
| 585OPTION 1: | |
| 585OPTION 1_2: | |
| 91102 EXCAVATION_2: | |
| 023: | |
| 91201 CLEARING AND GRUBBING_2: | |
| 023_2: | |
| 91202 BRUSHING_2: | |
| 023_3: | |
| 98101 SEEDINGRow1: | |
| AQRow1: | |
| MIRow1_2: | |
| 023Row1_2: | |
| 023Row1_3: | |
| AQOPTION 1_2: | |
| MIOPTION 1_2: | |
| 023OPTION 1: | |
| 023OPTION 1_2: | |
| 92701 DRAIN DIP: | |
| 50: | |
| SECTION_9: | |
| Row1: | |
| SHEET_9: | |
| 20_9: | |
| undefined_9: | |
| SOQ: | |
| CLEARING WIDTH: | |
| TRAILWAY: | |
| CL: | |
| undefined_10: | |
| undefined_11: | |
| TRAILBED: | |
| undefined_12: | |
| TRAIL CORRIDOR: | |
| undefined_13: | |
| US DEPARTMENT OF AGRICULTURE_2: | |
| PROJECT NAME LOCATION_2: | |
| DRAWING NAME_2: | |
| STT: | |
| Row1_2: | |
| SHEET_10: | |
| 20_10: | |
| undefined_14: | |
| undefined_15: | |
| TREAD: | |
| undefined_16: | |
| TREAD_2: | |
| undefined_17: | |
| TREAD_3: | |
| TSF3Row1: | |
| CRow1: | |
| 1 TRow1: | |
| 24Row1: | |
| 12Row1: | |
| 12Row1_2: | |
| FOR FLAT CROSS SLOPESRow1: | |
| TSF3Row2: | |
| CRow2: | |
| 1 TRow2: | |
| 24Row2: | |
| 12Row2: | |
| 12Row2_2: | |
| FOR FLAT CROSS SLOPESRow2: | |
| TSF3Row3: | |
| CRow3: | |
| 1 TRow3: | |
| 24Row3: | |
| 12Row3: | |
| 12Row3_2: | |
| FOR FLAT CROSS SLOPESRow3: | |
| TSF3Row4: | |
| CRow4: | |
| 1 TRow4: | |
| 24Row4: | |
| 12Row4: | |
| 12Row4_2: | |
| FOR FLAT CROSS SLOPESRow4: | |
| TSF3Row5: | |
| CRow5: | |
| 1 TRow5: | |
| 24Row5: | |
| 12Row5: | |
| 12Row5_2: | |
| FOR FLAT CROSS SLOPESRow5: | |
| TCS1Row1: | |
| 3 Row1: | |
| Row1: | |
| Row1_2: | |
| TCS1Row2: | |
| 3 Row2: | |
| Row2: | |
| Row2_2: | |
| TCS1Row3: | |
| 3 Row3: | |
| Row3: | |
| Row3_2: | |
| 4T2: | |
| 3T2: | |
| 4T2_2: | |
| REDUCE AND COVER EXPOSED ROCKT2: | |
| 4T3: | |
| 3T3: | |
| 4T3_2: | |
| REDUCE AND COVER EXPOSED ROCKT3: | |
| 4T4: | |
| 3T4: | |
| 4T4_2: | |
| REDUCE AND COVER EXPOSED ROCKT4: | |
| 4T5: | |
| 3T5: | |
| 4T5_2: | |
| REDUCE AND COVER EXPOSED ROCKT5: | |
| 4T6: | |
| 3T6: | |
| 4T6_2: | |
| REDUCE AND COVER EXPOSED ROCKT6: | |
| US DEPARTMENT OF AGRICULTURE_3: | |
| PROJECT NAME LOCATION_3: | |
| TYPICAL: | |
| NO SCALE_4: | |
| SHEET_11: | |
| 20_11: | |
| TSFTCS: | |
| undefined_18: | |
| CTN1Row1: | |
| 6Row1: | |
| 36 ROCKRow1: | |
| SLASH BARRIER MAY BE ALSO BE USEDRow1: | |
| CTN1Row2: | |
| 6Row2: | |
| 36 ROCKRow2: | |
| SLASH BARRIER MAY BE ALSO BE USEDRow2: | |
| CTN1Row3: | |
| 6Row3: | |
| 36 ROCKRow3: | |
| SLASH BARRIER MAY BE ALSO BE USEDRow3: | |
| CTN1Row4: | |
| 6Row4: | |
| 36 ROCKRow4: | |
| CTN1Row5: | |
| 6Row5: | |
| SLASH BARRIER MAY BE ALSO BE USEDRow4: | |
| 36 ROCKRow5: | |
| SLASH BARRIER MAY BE ALSO BE USEDRow5: | |
| US DEPARTMENT OF AGRICULTURE_4: | |
| PROJECT NAME LOCATION_4: | |
| DRAWING NAME_3: | |
| SECTION_10: | |
| CTN: | |
| NO SCALE_5: | |
| SHEET_12: | |
| 20_12: | |
| undefined_19: | |
| L1: | |
| undefined_20: | |
| L2: | |
| undefined_21: | |
| L3: | |
| undefined_22: | |
| E: | |
| US DEPARTMENT OF AGRICULTURE_5: | |
| PROJECT NAME LOCATION_5: | |
| DRAWING NAME_4: | |
| SECTION_11: | |
| DD2: | |
| NO SCALE_6: | |
| 20_13: | |
| undefined_23: | |
| CONSTRUCTION LIMITS: | |
| undefined_24: | |
| TRAILBED_2: | |
| undefined_25: | |
| TYPE FERTILIZING1 S: | |
| TYPE MULCHING1 S: | |
| SEASON APPLICATION1 S: | |
| SMF1Row1: | |
| ARow1: | |
| 1 SRow1: | |
| TYPE FERTILIZINGRow2: | |
| TYPE MULCHINGRow2: | |
| SEASON APPLICATIONRow2: | |
| HRow1: | |
| 1Row1_2: | |
| SMF1Row2: | |
| ARow2: | |
| 1 SRow2: | |
| TYPE FERTILIZINGRow3: | |
| TYPE MULCHINGRow3: | |
| SEASON APPLICATIONRow3: | |
| HRow2: | |
| 1Row2_2: | |
| SMF1Row3: | |
| ARow3: | |
| 1 SRow3: | |
| TYPE FERTILIZINGRow4: | |
| TYPE MULCHINGRow4: | |
| SEASON APPLICATIONRow4: | |
| HRow3: | |
| 1Row3: | |
| SMF1Row4: | |
| ARow4: | |
| 1 SRow4: | |
| TYPE FERTILIZINGRow5: | |
| TYPE MULCHINGRow5: | |
| SEASON APPLICATIONRow5: | |
| HRow4: | |
| 1Row4: | |
| SMF1Row5: | |
| ARow5: | |
| 1 SRow5: | |
| TYPE FERTILIZINGRow6: | |
| TYPE MULCHINGRow6: | |
| SEASON APPLICATIONRow6: | |
| HRow5: | |
| 1Row5: | |
| SMF1Row6: | |
| ARow6: | |
| 1 SRow6: | |
| TYPE FERTILIZINGRow7: | |
| TYPE MULCHINGRow7: | |
| SEASON APPLICATIONRow7: | |
| HRow6: | |
| 1Row6: | |
| SMF1Row7: | |
| ARow7: | |
| 1 SRow7: | |
| TYPE FERTILIZINGRow8: | |
| TYPE MULCHINGRow8: | |
| SEASON APPLICATIONRow8: | |
| HRow7: | |
| 1Row7: | |
| SMF1Row8: | |
| ARow8: | |
| 1 SRow8: | |
| TYPE FERTILIZINGRow9: | |
| TYPE MULCHINGRow9: | |
| SEASON APPLICATIONRow9: | |
| HRow8: | |
| 1Row8: | |
| SMF1Row9: | |
| ARow9: | |
| 1 SRow9: | |
| TYPE FERTILIZINGRow10: | |
| TYPE MULCHINGRow10: | |
| SEASON APPLICATIONRow10: | |
| HRow9: | |
| 1Row9: | |
| SEE SPECIFICATIONS SECT 981 FOR SEED MIXTURE: | |
| TRAIL 198S2: | |
| SEE SPECIFICATIONS SECT 981 FOR SEED MIXTURES2: | |
| TRAIL 198S3: | |
| SEE SPECIFICATIONS SECT 981 FOR SEED MIXTURES3: | |
| TRAIL 198S4: | |
| SEE SPECIFICATIONS SECT 981 FOR SEED MIXTURES4: | |
| TRAIL 198S5: | |
| SEE SPECIFICATIONS SECT 981 FOR SEED MIXTURES5: | |
| TRAIL 198S6: | |
| SEE SPECIFICATIONS SECT 981 FOR SEED MIXTURES6: | |
| RATE LBACRE APPLICATIONF1: | |
| NUTRIENTF1: | |
| NITROGEN NF1: | |
| P205 PHOSPHORUSF1: | |
| POTASSIUMF1: | |
| APPLICATIONS NO OFF1: | |
| RATE LBACRE APPLICATIONF2: | |
| NUTRIENTF2: | |
| NITROGEN NF2: | |
| P205 PHOSPHORUSF2: | |
| POTASSIUMF2: | |
| APPLICATIONS NO OFF2: | |
| RATE LBACRE APPLICATIONF3: | |
| NUTRIENTF3: | |
| NITROGEN NF3: | |
| P205 PHOSPHORUSF3: | |
| POTASSIUMF3: | |
| APPLICATIONS NO OFF3: | |
| M2: | |
| M2_2: | |
| M3: | |
| M3_2: | |
| US DEPARTMENT OF AGRICULTURE_6: | |
| PROJECT NAME LOCATION_6: | |
| DRAWING NAME_5: | |
| SMF: | |
| Row1_3: | |
| SHEET_13: | |
| 20_14: | |
| undefined_26: | |
| 2023-04-04T09:07:17-0600 | |
| WILLIAM PERRY |
| 2023-04-05T13:11:59-0600 | |
| MARK FOX |
| 2023-04-05T17:02:43-0600 | |
| LINDA JACKSON |
File details come from the government source that posted it. Updated .