Id-f-saw201701-Preliminary_Plan.pdf
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- DTFH7017B00029
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Preliminary Plans
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Other files
| File | Type | Posted |
|---|---|---|
| BidSum_ID_FS_SAW_T_2017(1).pdf | ||
| Amendment_A003.pdf | ||
| Amendment_A002.pdf | ||
| Q&A_8-16-18.pdf | ||
| Q&A_8-14-18.pdf | ||
| Q&A_8-10-18.pdf | ||
| Amendment_A001.pdf | ||
| Q&A_8-9-18.pdf | ||
| SWPPP_ID_FS_SAW_T_2017(1).pdf | ||
| Plan_Request_for_Internet.pdf | ||
| ID_FS_SAW_T_2017(1)_SIGNOFF_Plans.pdf | ||
| IFB_Redfish_Lake.pdf | ||
| ID_Redfish_Lake_to_Stanley_Trail_Preliminary-Letter.pdf | ||
| PROJECT_DESCRIPTION.pdf |
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Text version
COLUMBIA
BRITISH
W A
S H I N
G T
O N
M O
N T
A N
A
W Y
O M I N
G
O R
E G
O N
NEVADA UTAH
UNITED STATES
CANADA
Lake
Orielle
Pend
Reservoir
American Falls
R
I V
E R
S A
E K
N
PARK
NATIONAL
YELLOWSTONE
d'Alene
Coeur
Moscow
Lewiston
FALLS
IDAHO
POCATELLO
Twin Falls
Home
Mountain
BOISE
IDAHO KEY MAP
15 91 89
IDAHO
FEDERAL HIGHWAY ADMINISTRATION
U. S. DEPARTMENT OF TRANSPORTATION
Project Location
Projects, FP-03 US Customary Units of Roads and Bridges on Federal Highway
Standard Specifications for Construction
APPROVED:
DATE
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
TYPE OF CONSTRUCTION:
DESIGN DESIGNATION:
SPECIFICATION:
PROJECT MANAGER
VANCOUVER, WASHINGTON
WESTERN FEDERAL LANDS HIGHWAY DIVISION
PLANS PREPARED BY
PLANS FOR PROPOSED PROJECT
Western Federal Lands Highway Division
Chief of Engineering, COMMITMENT TO EXCELLENCE
FEDERAL LANDS HIGHWAY
R
E N
O R
A I
N
N
ST F
R
I
D
D E P A
T
NTOFT A SP
T T
O
U
TE
ATESO
AM
E R
IC
A
M
Stanley
ID FS SAW T 2017(1)
REDFISH LAKE TO STANLEY TRAIL
IDAHO
CUSTER COUNTY
SAWTOOTH NATIONAL FOREST
LENGTH 4.500 MILES
D. SLANINA
Grading, Base, Drainage and Structures e (max)
V
ADT (2038)
ADT (2018)
0.030
NA
NA
NA
Scale in miles
20 10 0 20 40 60
N
A.1
STATE PROJECT
NUMBER
SHEET
U
S S u r ft
D c m y fi le s p w p r o d u c ti o n d I d f-s a w a a .d g n
ID FS SAW T 2017(1)
P
M
S e p te m b e r
C h e c k e d b y
D e s ig n e d b y
See Vicinity Map Sheet A.2
P R
E
LI
M
IN
A R
Y P
LA
N
O T
FO
R
C O
N S
TR
U
C
TI
Scale in miles
0.5 0.25 0 0.5 1 1.5
Iron Creek
Goat Creek
Meadow Creek
VICINITY MAP
N
A.2
STATE PROJECT
NUMBER
SHEET
U
S S u r ft m y fi le s p w p r o d u c ti o n d I d f-s a w a b .d g n
ID FS SAW T 2017(1)
S e p te m b e r
K .H
A R
R I S
W F L
H
C h e c k e d b y
D e s ig n e d b y
Sunny Gulch Campground
Sewage Lagoons
P iv a s R o a d
Merrit Lane
NF-214
RANGER STATION
STANLEY DISTRICT
TRAILHEAD
ALPINE WAY
(Trailhead 214-A)
REDFISH LAKE TO STANLEY TRAIL
ID FS SAW T 2017(1)
BEGIN PROJECT
REDFISH LAKE TO STANLEY TRAIL
ID FS SAW T 2017(1)
END PROJECT
Approximate Trail Centerline
P R
E
LI
M
IN
A R
Y P
T
FO
R
C O
N S
TR
U
C
TI
TRAILBED N
C L
HEIGHT
CLEARING
CATCH POINT
EXISTING GROUND
FILL SLOPE
HINGE POINT
DITCH
CATCHPOINT
BACKSLOPE
C L E
A R
IN
G
L
IM
IT
C L E
A R
IN
G
L
IM
IT
TREAD
MATERIAL
COURSE
BASE
MATERIAL
SUITABLE
V:
H
GROUND
EXISTING
TRAIL EASEMENT
OR
TRAIL CORRIDOR
WIDTH
SHOULDER
WIDTH
SHOULDER
TREAD WIDTH
TRAILWAY
CLEARING WIDTH
STANDARD TRAIL TERMS
C.1
STATE PROJECT
NUMBER
SHEET
U
S S u r ft m y fi le s p w p r o d u c ti o n d I d f-s a w c a .d g n
ID FS SAW T 2017(1)
S e p te m b e r
C h e c k e d b y
D e s ig n e d b y
P R
E
LI
M
IN
A R
Y P
T
FO
R
C O
N S
TR
U
C
TI
C.2
STATE PROJECT
NUMBER
SHEET
U
S S u r ft m y fi le s p w p r o d u c ti o n d I d f-s a w c b .d g n
ID FS SAW T 2017(1)
S e p te m b e r
C h e c k e d b y
D e s ig n e d b y
WIDTH INCHES
TREAD
SIDESLOPE
% % TO
SIDESLOPE
% ABOVE
8 INCHES
8 INCHES
IN COMMON MATERIAL
SLOPE ROUNDING
IN COMMON MATERIAL
SLOPE ROUNDING
TYPICAL TRAIL CROSS SECTIONS
C L
FLAT SECTIONC
X X
WIDTH INCHES
SHOULDER
WIDTH INCHES
SHOULDER
BALANCED SECTIONB
WIDTH INCHES
TREAD
WIDTH INCHES
SHOULDER
WIDTH INCHES
SHOULDER
SIDESLOPE
% % TO X X
FULL BENCH SECTIONA
WIDTH INCHES
TREAD
WIDTH INCHES
SHOULDER
WIDTH INCHES
SHOULDER
C L
C L
X
S
X
N
X
FOR DISPOSAL TYPE
CLEARING LIMITS
SEE SECTION 912
N
X
S
X
SUITABLE MATERIAL
BACKFILL WITH FOR DISPOSAL TYPE
CLEARING LIMITS
SEE SECTION 912
AND SLOPE FINISH
TYPICAL CROSS SECTION
P R
E
LI
M
IN
A R
Y P
T
FO
R
C O
N S
TR
U
C
TI
C.3
NUMBER
SHEET
U
S S u r ft m y fi le s p w p r o d u c ti o n d I d f-s a w c c .d g n
ID FS SAW T 2017(1)
S e p te m b e r
C h e c k e d b y
D e s ig n e d b y
WIDTH IN
UPHILL
CLEARING LIMIT
WIDTH IN
DOWNHILL
CLEARING LIMIT
TRUNK
FLUSH WITH
BRANCHES
TRIM
HEIGHT
CLEARING
DISTANCE IN
LEAVE TREES*
C L
DISTANCE IN
LEAVE TREES*
HEIGHT
OBSTRUCTION
MAXIMUM
N
HEIGHT
STUMP
MAXIMUM
WIDTH IN
CLEAR ZONE
DOWNHILL
WIDTH IN
CLEAR ZONE
UPHILL
WIDTH IN
REMOVAL
HAZARD TREE
WIDTH IN
REMOVAL
HAZARD TREE
CUT
ROCK
EMBEDDED
ROCK
LOOSE
CLEARING LIMITS
TYPICAL TREE AND LOG
P R
E
LI
M
IN
A R
Y P
T
FO
R
C O
N S
TR
U
C
TI
C.4
NUMBER
SHEET
U
S S u r ft m y fi le s p w p r o d u c ti o n d I d f-s a w c d .d g n
ID FS SAW T 2017(1)
S e p te m b e r
C h e c k e d b y
D e s ig n e d b y
CUT
WIDTH IN
UPHILL
BRUSHING LIMITS
WIDTH IN
DOWNHILL
BRUSHING LIMITS
CUT
S
J K
L
M N
WIDTH IN
UPHILL
LIMITS
MOWING
WIDTH IN
DOWNHILL
LIMITS
MOWING
LIMITS IN
UPHILL
CLEAR ZONE
LIMITS IN
DOWNHILL
CLEAR ZONE
HEIGHT
CLEARING
LIMIT
BRUSHING
CLEARING LIMITS
TYPICAL BRUSHING
P R
E
LI
M
IN
A R
Y P
T
FO
R
C O
N S
TR
U
C
TI
C.5
NUMBER
SHEET
U
S S u r ft m y fi le s p w p r o d u c ti o n d I d f-s a w c e .d g n
ID FS SAW T 2017(1)
S e p te m b e r
C h e c k e d b y
D e s ig n e d b y
GROUND
EXISTING
TREAD WIDTH N
DEPTH IN
BASE COURSE
BASE COURSE
COMPACTED
TREAD WIDTH N
% OUTSLOPE
TREAD WIDTH N
GROUND
EXISTING
GROUND
EXISTING
EXCAVATED SECTION
RAISED SECTION
OUTSLOPED SECTION
DEPTH
SURFACE COURSE
DEPTH
SURFACE COURSE
A
B
C
N
DEPTH
SURFACE COURSE
WIDTH IN
SHOULDER
WIDTH IN
SHOULDER
WIDTH IN
SHOULDERWIDTH IN
SHOULDER
WIDTH IN
SHOULDERWIDTH IN
SHOULDER
% SLOPE
COURSE
SURFACE
COMPACTED
COURSE
SURFACE
COMPACTED
COURSE
SURFACE
COMPACTED
NOTE:
BASE COURSE
COMPACTED
DEPTH IN
BASE COURSE
WHEN SPECIFIED
GEOTEXTILE
X
% OUTSLOPE X
BASE COURSE
COMPACTED
DEPTH IN
COURSE
BASE
WHEN SPECIFIED
GEOTEXTILE
1:2
1:
% SLOPE
XX
WHEN SPECIFIED
GEOTEXTILE
1:2
SUITABLE MATERIAL
BACKFILL WITH
SECTIONS
TYPICAL SURFACING
P R
E
LI
M
IN
A R
Y P
T
FO
R
C O
N S
TR
U
C
TI
C.6
NUMBER
SHEET
U
S S u r ft m y fi le s p w p r o d u c ti o n d I d f-s a w c f.
d g n
ID FS SAW T 2017(1)
S e p te m b e r
C h e c k e d b y
D e s ig n e d b y
KEY IN OUTER ROCKS.
HAND PLACE AND
2 VERTICAL : 1 HORIZONTAL
BATTER NOT STEEPER THAN
EXISTING GROUND
GEOTEXTILE
% SLOPE
CAP ROCK
COURSE MATERIAL
COMPACTED SURFACE
WIDTH IN
SHOULDERWIDTH IN
TREAD
WIDTH IN
SHOULDER
MATERIAL
BASE COURSE
COMPACTED
COURSE DEPTH
SURFACE
COURSE DEPTH
MINIMUM BASE
X
TYPICAL CROSS SECTION
SECTION
TYPICAL MORAINE
P R
E
LI
M
IN
A R
Y P
T
FO
R
C O
N S
TR
U
C
TI
C.7
NUMBER
SHEET
U
S S u r ft m y fi le s p w p r o d u c ti o n d I d f-s a w c g .d g n
ID FS SAW T 2017(1)
S e p te m b e r
C h e c k e d b y
D e s ig n e d b y
AS SPECIFIED
FOUNDATION TYPE
GEOTEXTILE
DITCH
SIDE
MATERIAL
WITH SUITABLE
BACKFILL
AS SPECIFIED
RETAINER TYPE
C
PLAN VIEW
STAKED ON THE GROUND
LEADOFF DITCH AS
CL
MATERIAL
UNSUITABLE
DISPOSE OF
(TYP)
MINIMUM
10 INCH
DEPTH
BACKFILL
GROUND
EXISTING
MINIMUM
2 INCHES
MATERIAL
UNSUITABLE
DISPOSE OF
MINIMUM (TYP) IN
12 INCH
"V" DITCH SECTION
E
F
ND
FLAT BOTTOM DITCH SECTION
F
B
E
G
ND
A
WIDTH IN
TREAD
WIDTH IN
SHOULDER WIDTH IN
SHOULDER
TYPICAL CROSS SECTION
TYPICAL SECTIONS
SEE SHEET C.5
SECTION
TYPICAL TURNPIKE
P R
E
LI
M
IN
A R
Y P
T
FO
R
C O
N S
TR
U
C
TI
C.8
NUMBER
SHEET
U
S S u r ft m y fi le s p w p r o d u c ti o n d I d f-s a w c h .d g n
ID FS SAW T 2017(1)
S e p te m b e r
C h e c k e d b y
D e s ig n e d b y
BASE
ROCK
RAIL LENGTH IN
MAXIMUM
20 FOOT
DISTANCE N
. IN
DISTANCE
C
D
TYPICAL SPLIT RAIL SECTIONA TYPICAL LOG SECTIONB
ROCK BASE
MINIMUM
60 POUND
LOG BASE
MINIMUM
8 INCH
(TYP) IN
FENCE HEIGHT
MINIMUM
40 INCH
(TYP) IN
FENCE HEIGHT
MINIMUM
40 INCH
(TYP) IN
24 INCH
(TYP) IN
24 INCH
LOG RAIL
MINIMUM
8 INCH
SPLIT RAIL
MINIMUM
6 INCH
NOTCHING DETAIL
N
FIT.
REQUIRED TO OBTAIN SNUG
DEPTH AND WIDTH AS
LOG DIAMETER. VARY NOTCH
BETWEEN 1/4 AND 1/3 THE
PROVIDE A NOTCH DEPTH
RAIL FENCE SECTION
TYPICAL STACKED
P R
E
LI
M
IN
A R
Y P
T
FO
R
C O
N S
TR
U
C
TI
C.9
NUMBER
SHEET
U
S S u r ft m y fi le s p w p r o d u c ti o n d I d f-s a w c i.
d g n
ID FS SAW T 2017(1)
A
S e p te m b e r
C h e c k e d b y
D e s ig n e d b y
SCARIFICATION AND SLASH PLACEMENT SECTIONB
RECONTOUR & SLASH PLACEMENT SECTIONC
RESTORE NATURAL DRAINAGE SECTIOND
COVER OVER EXISTING TRAIL BED
% GROUND SCATTER SLASH FOR
EXISTING TREAD
EXISTING TRAIL PRISM
IN THE FIELD.
DRAINAGE AS STAKED
RESTORE NATURAL
RECONTOUR TO
CUT SECTION
EXISTING BENCH
EXISTING GROUND
RECONTOUR TO MATCH
CHECK DAM SECTIONA
CHECK DAM
EXISTING TREAD
X
INCHES DEEP
SCARIFY EXISTING TREAD
X
COVER OVER EXISTING TRAIL BED
% GROUND SCATTER SLASH FOR X
SUITABLE MATERIAL
BACKFILL WITH
COVER OVER EXISTING TRAIL BED
% GROUND SCATTER SLASH FOR X
OBLITERATION SECTIONS
TYPICAL TRAIL
P R
E
LI
M
IN
A R
Y P
T
FO
R
C O
N S
TR
U
C
TI
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