HCS-059 South Trail Design without Rockery 06-10-2020.pdf
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X APPROVED FOR TRAIL CONSTRUCTION ONLY.
Further review of Culverts and rock walls are pending.
906490
BP ST
A:
+0 0.
PC ST
A:
+9 4.
PCST
A:
2+
.35
PC ST
A:
+5 5.
PC
STA: 311+96.51
PCSTA: 310+56.07
PC ST
A:
+0 2.
PC ST
A:
+9 5.
PC ST
A:
+6 9.
PC ST
A:
+4 2.
PTST
A:
1+
.53
PT ST
A:
+7 8.
PTSTA: 309+85.11
PT
STA: 311+47.79
PT
STA: 308+16.54
PT
STA: 307+07.71
PT
STA: 306+04.59
PT ST
A:
+8 7.
L1 C1
L2
C2
L3 C3 L4 C4 L5
L6 C5
C6 L7 C7
L8
C8 L9
C9
300+00
301+00 302+00
303+00
304+00 305+00 306+00
307+00 308+00
309+00
0+
1+
2+
G B=
0+
.2
EL
EV
=6
2.
G B=
0+
.2
EL
EV
=6
2.
G B=
1+
.5
EL
EV
=6
4.
G B=
2+
.7
EL
EV
=6
6.
G B=
2+
.4
EL
EV
=6
6.
G B=
3+
.9
EL
EV
=6
5.
G B=
4+
.2
EL
EV
=6
4.
G B=
4+
.9
EL
EV
=6
3.
G B=
5+
.2
EL
EV
=6
2.
G B=
6+
.0
EL
EV
=6
2.
G B=
6+
.0
EL
EV
=6
2.
G B=
7+
.4
EL
EV
=6
1.
G B=
8+
.6
EL
EV
=6
9.
G B=
8+
.1
EL
EV
=6
6.
G B=
9+
.8
EL
EV
=6
4.
G B=
9+
.7
EL
EV
=6
3.
G B=
0+
.8
EL
EV
=6
4.
G B=
0+
.7
EL
EV
=6
3.
0.91%
0.85% 2.64% 2.53% -1.53%-2.26% 0.22% -1.03%
-0.43% -2.33% -3.61%
-1.70% 0.25% -1.23%
-4.42% -1.67% -2.27% -1.45%
300+00
.1
301+00
.2
.6
302+00
.8
.2
303+00
.2
.4
304+00
.8
.2
305+00
.9
.3
306+00
.1
.6
307+00
.2
.8
308+00
.0
.7
309+00
.0
.4
310+00
.2
.8
311+00
.6
.0
312+00
.1
.6
ALIGNMENT CURVE TABLE
CURVE #
C1
C2
C3
C4
C5
C6
C7
C8
RADIUS
100.00
200.00
250.00
100.00
300.00
250.00
225.00
175.00
LENGTH
98.73
89.48
44.48
34.80
11.73
14.28
129.73
91.72
DELTA
056.57
025.64
010.19
019.94
002.24
003.27
033.03
030.03
CHORD
N0°26'41"W
N15°01'19"E
N2°53'35"W
N17°57'36"W
N26°48'33"W
N27°19'30"W
N45°28'43"W
N77°00'41"W
ALIGNMENT LINE TABLE
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
L9
LENGTH
94.80
95.82
63.79
82.69
91.38
94.55
38.84
70.96
48.71
DIRECTION
N28°43'45"W
N27°50'22"E
N02°12'15"E
N07°59'24"W
N27°55'47"W
N25°41'19"W
N28°57'40"W
N61°59'46"W
S87°58'24"W
Q A/
Q C
D
ES
IG
N
ED
D R
AW
N
AP
PR
O
VE
D N
O
R
EV
IS
IO
N S
D
AT
E
BY
Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pr op er ty o f F or sg re n As so ci at es
In c.
a nd sh al l n ot b e co pi ed w ith ou t t he w rit te n au th or iz at io n of
Fo rs gr en
A ss oc ia te s
In c.
PAGE NO:
DATE:
SHEET NO:
PR
O
JE
C
T N
O
P:
\2
- R ed fis h La ke T o St an le y Tr ai l\C
AD
D
\C on st ru ct io n D ra w in gs
\S P
P C
-0
_C -0
.d w g
6/ 8/
:2
AM
S
LA
R R
O N
D O
S
O U
T H
T
H S
T R
E E
T
B O
IS
E
ID
PH
: 2
.3
.3
F
AX
: 2
.3
.0
OF _
MAY 2020
R
ED
FI
SH
L
AK
E
TO
S
TA
N
LE
Y
TR
AI
L
C U
ST
ER
C O
U N
TY
, I
D
AH
O
SE
R
VI
C
ES
, L
LC
SR
Y
SS
L
SS
L
R B
H O
BB
LE
C R
EE
K
C-001
ST
A
0+
2+
PL
A N
A N
D P
R O
FI
LE
PLAN
SCALE: 1" = 100'
SCALE IN FEET
100 50 100
PROFILE
HORIZONTAL SCALE: 1" = 100'
SCALE IN FEET
20 10 20
VERTICAL SCALE: 1" = 20'
N
SCALE: 1" = 100'
KEY NOTES
FINISHED GRADE
EXISTING GRADE
MATCH LINE - STA 312+00
FILL LINE
CUT LINE
FENCE
SURVEY CONTROL
POINT
LEGEND
SH
-7
ALIGNMENT STA. 300+00
N: 1403950.34 E: 912308.68
BEGIN CONSTRUCTION
AT STA. 300+05
MATCH FINISH GRADE
TO EXISTING GRADE
STANDARD TRAIL TYPICAL SECTION
WITH RIGHT DRAINING CROSS SLOPE
FROM STA 300+05 TO STA 312+00
INSTALL 680 FT OF STACKED LOG
RAIL FENCE PER WFL PLANS FROM
STA 300+06 LT TO STA 306+86 LT
INSTALL 193 FT OF STACKED LOG
RAIL FENCE PER WFL PLANS FROM
STA 300+06 RT TO STA 301+99 RT
INSTALL 12 FT METAL GATE PER WFL
PLANS AT APPROXIMATELY STA
301+38 LT. CONFIRM LOCATION IN
THE FIELD WITH WFL PRIOR TO
INSTALLATION.
PROVIDE CLEARING 12 FEET WIDE
FOR 100 FT LONG PER WFL PLANS.
CLEARING TO FOLLOW FIELD FLAGS
APPROXIMATE IDAHO
TRANSPORTATION DEPARTMENT
RIGHT OF WAY LINE (66 FT FROM
SH-75 CENTERLINE)
GENERAL NOTES
1. CONTRACTOR TO RETAIN AND
PROTECT ALL SURVEY MONUMENTS. IF
SURVEY MONUMENTS ARE DISTURBED,
MONUMENTS TO BE RESET BY IDAHO
LICENSED PLS. SEE SHEET C-014
SURVEY CONTROL FOR SURVEY
NOTES AND SURVEY INFORMATION.
2. CONTRACTOR TO RETAIN AND
PROTECT ALL UTILITIES. CALL DIGLINE
(811) TO LOCATE UTILITIES PRIOR TO
COMMENCING WORK.
806480
650565006495
6485 6480
6490648064756470PCSTA: 312+58.80
PC ST
A:
+3 4.
PC ST
A:
+5 7.
PC ST
A:
+8 2.
PC ST
A:
+3 0.
PC ST
A:
+3 9.
PC ST
A:
+8 9.
PC
STA: 322+20.28
PC
STA: 323+69.22
PT ST
A:
+6 5.
PT ST
A:
+0 9.
PT ST
A:
+2 8.
PT ST
A:
+5 7.
PT
STA: 322+04.04
PT
STA: 323+58.00
PT
STA: 312+15.20
PT ST
A:
+1 2.
PT ST
A:
+8 9.
PT
STA: 324+30.74
L9
L10
L11 L12 L13 L14 L15
L16 L17 L18
C9
C10
C11 C12
C13 C14
C15 C16
C17
C18
312+00
313+00
314+00
315+00 316+00 317+00
318+00 319+00
320+00 321+00
322+00 323+00 324+00
N26°07'17"W 32.14'
G B=
2+
.2
EL
EV
=6
1.
G B=
2+
.6
EL
EV
=6
1.
G B=
3+
.8
EL
EV
=6
0.
G B=
4+
.7
EL
EV
=6
9.
G B=
4+
.2
EL
EV
=6
8.
G
B=
4+
.9
EL
EV
=6
7.
G B=
5+
.8
EL
EV
=6
8.
G B=
5+
.0
EL
EV
=6
7.
G B=
6+
.8
EL
EV
=6
6.
G B=
7+
.1
EL
EV
=6
6.
G B=
8+
.8
EL
EV
=6
5.
G B=
8+
.4
EL
EV
=6
6.
G B=
9+
.7
EL
EV
=6
8.
G B=
0+
.0
EL
EV
=6
7.
G B=
0+
.3
EL
EV
=6
5.
G B=
1+
.4
EL
EV
=6
3.
G B=
2+
.2
EL
EV
=6
2.
G B=
2+
.8
EL
EV
=6
2.
G
B=
3+
.3
EL
EV
=6
2.
G B=
3+
.3
EL
EV
=6
6.
-1.92% -0.79% -3.82%
-1.15%-0.73% 2.08%
-0.35% -1.11%
-1.27% -2.50% 5.97% 0.11%
2.93%
-2.40% -0.35% 1.90% 2.84%-1.13%-3.01%
312+00
.1
.6
313+00
.4
.7
314+00
.6
.1
315+00
.8
.9
316+00
.7
.1
317+00
.8
.5
318+00
.4
.9
319+00
.3
.8
320+00
.0
.3
321+00
.1
.7
322+00
.4
.0
323+00
.9
.7
324+00
.7
.3
ALIGNMENT CURVE TABLE
CURVE #
C9
C10
C11
C12
C13
C14
C15
C16
C17
RADIUS
250.00
650.00
200.00
150.00
150.00
150.00
100.00
105.00
100.00
LENGTH
18.70
306.34
75.16
71.41
22.20
75.28
73.20
69.27
18.07
DELTA
004.29
027.00
021.53
027.28
008.48
028.75
041.94
037.80
010.35
CHORD
N89°53'02"W
N74°14'22"W
N49°58'17"W
N52°50'32"W
N62°14'23"W
N43°37'23"W
N50°13'05"W
N52°17'27"W
N38°34'08"W
ALIGNMENT LINE TABLE
LINE #
L10
L11
L12
L13
L14
L15
L16
L17
L18
LENGTH
43.59
69.41
47.36
61.39
70.02
73.48
16.24
50.38
11.22
DIRECTION
N87°44'28"W
N60°44'16"W
N39°12'17"W
N66°28'47"W
N57°59'59"W
N29°14'48"W
N71°11'22"W
N33°23'32"W
N43°44'45"W Q A/
Q C
D
ES
IG
N
ED
D R
AW
N
AP
PR
O
VE
D N
O
R
EV
IS
IO
N S
D
AT
E
BY
Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pr op er ty o f F or sg re n As so ci at es
In c.
a nd sh al l n ot b e co pi ed w ith ou t t he w rit te n au th or iz at io n of
Fo rs gr en
A ss oc ia te s
In c.
PAGE NO:
DATE:
SHEET NO:
PR
O
JE
C
T N
O
P:
\2
- R ed fis h La ke T o St an le y Tr ai l\C
AD
D
\C on st ru ct io n D ra w in gs
\S P
P C
-0
_C -0
.d w g
6/ 8/
:5
PM
S
LA
R R
O N
D O
S
O U
T H
T
H S
T R
E E
T
B O
IS
E
ID
PH
: 2
.3
.3
: 2
.3
.0
OF _
MAY 2020
R
ED
FI
SH
L
AK
E
TO
S
TA
N
LE
Y
TR
AI
L
C U
ST
ER
C O
U N
TY
, I
D
AH
O
SE
R
VI
C
ES
, L
LC
SR
Y
SS
L
SS
L
R B
H O
BB
LE
C R
EE
K
C-002
ST
A
2+
4+
PL
A N
A N
D P
R O
FI
LE
PLAN
SCALE: 1" = 100'
SCALE IN FEET
100 50 100
PROFILE
HORIZONTAL SCALE: 1" = 100'
SCALE IN FEET
20 10 20
VERTICAL SCALE: 1" = 20'
N
SCALE: 1" = 100'
KEY NOTES
FINISHED GRADE
EXISTING GRADE
M
AT
C H
L
IN
E
- S
TA
+0
FILL LINE
CUT LINE
SURVEY CONTROL
POINT
LEGEND
MATCH LINE - STA 312+00
SH-75
STANDARD TRAIL TYPICAL SECTION
WITH RIGHT DRAINING CROSS SLOPE
FROM STA 312+00 TO STA 323+28.94
TRANSITION OVER 30 FT FROM
STANDARD TRAIL TYPICAL SECTION
TO SNOW MACHINE TYPICAL SECTION
FROM STA. 323+28.94 TO 323+58.94
SNOW MACHINE TYPICAL SECTION
FROM STA 323+58.94 TO STA 324+00
GENERAL NOTES
1. CONTRACTOR TO RETAIN AND
PROTECT ALL SURVEY MONUMENTS. IF
SURVEY MONUMENTS ARE DISTURBED,
MONUMENTS TO BE RESET BY IDAHO
LICENSED PLS. SEE SHEET C-014
SURVEY CONTROL FOR SURVEY
NOTES AND SURVEY INFORMATION.
2. CONTRACTOR TO RETAIN AND
PROTECT ALL UTILITIES. CALL DIGLINE
(811) TO LOCATE UTILITIES PRIOR TO
COMMENCING WORK.
2 3
6460 6455
64956485
64806475
706485
PC
STA: 332+72.44
PC
STA: 331+91.64
PC
STA: 334+02.02
PC ST
A:
+7 7.
PC
STA: 334+50.76
PC ST
A:
+9 8.
PC
STA: 329+36.78
PC ST
A:
+6 8.
PC
STA: 327+73.11PC ST
A:
+2
0.
PC ST
A:
+2 2.
PC ST
A:
+8 4.
PC
STA: 325+12.18
PC ST
A:
+3 9.
PC ST
A:
+6 1.
PC
STA: 3
+01
.51
PC
STA: 332+98.71
PC
STA: 333+43.82
STA: 322+20.28
PC
STA: 335+07.82
PC
STA: 324+62.88
PCSTA: 332+24.95
PT
STA: 332+86.56
PT
STA: 332+17.49
PT
STA: 334+36.14
PT
STA: 331+24.24
PT
STA: 334+77.02
PT
STA: 330+35.05
PT
STA: 329+77.49
PT
STA: 328+91.26
PT
STA: 327+90.50
PT
STA: 327+29.28
PT
STA: 326+32.50
PT
STA: 325+85.79
PT
STA: 325+31.13
PT
STA: 323+58.00
PT
STA: 333+20.83
PT
STA: 333+53.87
ST
A:
+8 9.
PT
STA: 324+30.74
PT
STA: 335+94.81
PT
STA: 324+70.47
PT ST
A:
+5 6.
L17 L18
L20 L21
L22 L23 L24
L25 L26 L27
L28
L30
L31
L33
C18 C19 C20
C21 C22 C23
C24 C25 C26
C27
C28
C29
C30
C3
C32
C33
C35
C34
L3 4 L35
323+00
324+00
325+00 326+00
327+00 328+00 329+00
330+00 331+00
332+00
333+00
4+
5+
336+00
337+00
650064956490648564806475
N26°07'17"W
32.14'
L=7.59', R=75.00' D=005°47'41"
N31°54'58"W 41.71'
G B=
6+
.1
EL
EV
=6
1.
G B=
1+
.2
EL
EV
=6
3.
GB=330+80.42
ELEV=6488.91
G B=
1+
.8
EL
EV
=6
3.
G B=
7+
.1
EL
EV
=6
2.
G B=
2+
.3
EL
EV
=6
2.
G B=
8+
.5
EL
EV
=6
9.
GB=327+93.17
ELEV=6501.85
G B=
8+
.3
EL
EV
=6
8.
G B=
7+
.5
EL
EV
=6
3.
G
B=
7+
.9
EL
EV
=6
2.
G B=
9+
.3
EL
EV
=6
7.
GB=330+42.82
ELEV=6489.07
G B=
5+
.7
EL
EV
=6
2.
GB=332+65.21
ELEV=6482.62
GB=332+77.47
ELEV=6482.85
G B=
3+
.0
EL
EV
=6
2.
G B=
3+
.3
EL
EV
=6
8.
G B=
4+
.6
EL
EV
=6
2.
33 G B=
6+
.5
EL
EV
=6
4.
GB=325+00.32
ELEV=6486.84
GB=325+06.68
ELEV=6487.03
G B=
5+
.7
EL
EV
=6
7.
G B=
5+
.0
EL
EV
=6
1.
G B=
5+
.4
EL
EV
=6
4.
G B=
4+
.2
EL
EV
=6
2.
GB=334+24.58
ELEV=6472.40
GB=330+51.83
ELEV=6488.75
G B=
0+
.5
EL
EV
=6
9.
7.35%
-0.38% -3.41%
-8.24%
3.61%
-2.84%
2.68% -1.44%
-5.53% 5.24%
-4.17% -3.43%
-8.21%
-2.66%
0.94%
1.92% -2.35%
-8.12%7.44%
7.16%
7.56%
2.92% 4.99%
8.32%
-8.15%
-8.26%
-2.53%
-3.50%
2.66%
324+00
.3
.3
325+00
.8
.8
326+00
.9
.9
327+00
.2
.2
328+00
.5
.4
329+00
.8
.8
330+00
.6
.5
331+00
.3
.3
332+00
.7
.7
333+00
.3
.3
334+00
.1
.1
335+00
.3
.2
336+00
.6
.5
ALIGNMENT LINE TABLE
LINE #
L20
L21
L22
L23
L24
L25
L26
L27
L28
LENGTH
52.97
36.46
88.45
43.83
78.02
45.52
20.81
42.19
67.40
DIRECTION
N42°46'28"W
N44°04'07"W
N51°54'00"W
N58°15'46"W
N44°58'33"W
N62°21'01"W
N31°15'13"W
N52°18'34"W
N79°14'30"W
ALIGNMENT LINE TABLE
LINE #
L30
L31
L33
L34
L35
LENGTH
12.14
22.99
14.62
30.79
6.71
DIRECTION
N85°46'49"W
S68°51'54"W
N83°32'38"W
S66°21'38"W
N13°57'23"W
ALIGNMENT CURVE TABLE
CURVE #
C18
C19
C20
C21
C22
C23
C24
C25
C26
RADIUS
200.00
100.00
75.00
75.00
75.00
75.00
75.00
75.00
100.00
LENGTH
61.52
18.95
1.69
10.25
8.33
17.39
22.74
40.71
36.75
DELTA
017.62
010.86
001.29
007.83
006.36
013.29
017.37
031.10
021.06
CHORD
N34°56'01"W
N37°20'43"W
N43°25'18"W
N47°59'03"W
N55°04'53"W
N51°37'09"W
N53°39'47"W
N46°48'07"W
N41°46'54"W
ALIGNMENT CURVE TABLE
CURVE #
C27
C28
C29
C30
C31
C32
C33
C34
C35
RADIUS
100.00
100.00
50.00
50.00
50.00
50.00
50.00
50.00
75.00
LENGTH
47.01
25.85
14.13
22.13
10.04
34.12
26.26
86.99
29.98
DELTA
026.93
014.81
016.19
025.35
011.51
039.10
030.10
099.68
022.90
CHORD
N65°46'32"W
N86°38'46"W
N77°41'14"W
S81°32'33"W
S63°06'40"W
S76°54'24"W
S81°24'30"W
N63°47'53"W
N25°24'27"W
Q A/
Q C
D
ES
IG
N
ED
D R
AW
N
AP
PR
O
VE
D N
O
R
EV
IS
IO
N S
D
AT
E
BY
Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pr op er ty o f F or sg re n As so ci at es
In c.
a nd sh al l n ot b e co pi ed w ith ou t t he w rit te n au th or iz at io n of
Fo rs gr en
A ss oc ia te s
In c.
PAGE NO:
DATE:
SHEET NO:
PR
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AD
D
\C on st ru ct io n D ra w in gs
\S P
P C
-0
_C -0
.d w g
6/ 8/
:4
AM
S
LA
R R
O N
D O
S
O U
T H
T
H S
T R
E E
T
B O
IS
E
ID
PH
: 2
.3
.3
: 2
.3
.0
OF _
MAY 2020
R
ED
FI
SH
L
AK
E
TO
S
TA
N
LE
Y
TR
AI
L
C U
ST
ER
C O
U N
TY
, I
D
AH
O
SE
R
VI
C
ES
, L
LC
SR
Y
SS
L
SS
L
R B
H O
BB
LE
C R
EE
K
C-003
ST
A
4+
6+
PL
A N
A N
D P
R O
FI
LE
PLAN
SCALE: 1" = 100'
SCALE IN FEET
100 50 100
PROFILE
HORIZONTAL SCALE: 1" = 100'
SCALE IN FEET
20 10 20
VERTICAL SCALE: 1" = 20'
N
SCALE: 1" = 100'
FINISHED GRADE
EXISTING GRADE
M
AT
CH
L
IN
E
- S
TA
+0
FILL LINE
CUT LINE
SURVEY CONTROL
POINT
LEGEND
MATCH LI
NE - S
TA 33
6+
SH-75
KEY NOTES
ROCKERY TYPICAL SECTION FROM
STA. 324+00 TO STA 327+25.24
SNOW MACHINE TYPICAL SECTION
FROM STA. 327+25.24 TO STA. 333+10
ROCKERY TYPICAL SECTION FROM
STA. 333+10 TO 334+10
SNOW MACHNIE TYPICAL SECTION
FROM STA. 334+10 TO STA. 336+00
APPROXIMATE IDAHO
TRANSPORTATION DEPARTMENT
RIGHT OF WAY LINE (66 FT FROM
SH-75 CENTERLINE)
GENERAL NOTES
1. CONTRACTOR TO RETAIN AND
PROTECT ALL SURVEY MONUMENTS. IF
SURVEY MONUMENTS ARE DISTURBED,
MONUMENTS TO BE RESET BY IDAHO
LICENSED PLS. SEE SHEET C-014
SURVEY CONTROL FOR SURVEY
NOTES AND SURVEY INFORMATION.
2. CONTRACTOR TO RETAIN AND
PROTECT ALL UTILITIES. CALL DIGLINE
(811) TO LOCATE UTILITIES PRIOR TO
COMMENCING WORK.
G B=
7+
.0
EL
EV
=6
1.
G B=
8+
.7
EL
EV
=6
8.
G B=
9+
.9
EL
EV
=6
2.
G B=
9+
.8
EL
EV
=6
1.
GB=340+65.86
ELEV=6437.77
G B=
2+
.8
EL
EV
=6
7.
G B=
0+
.8
EL
EV
=6
7.
G B=
6+
.2
EL
EV
=6
6.
G B=
7+
.2
EL
EV
=6
5.
G B=
8+
.3
EL
EV
=6
5.
G B=
8+
.2
EL
EV
=6
4.
G B=
2+
.6
EL
EV
=6
7.
G B=
3+
.5
EL
EV
=6
6.
G B=
5+
.0
EL
EV
=6
4.
G B=
5+
.6
EL
EV
=6
3.
G B=
6+
.1
EL
EV
=6
2.
G B=
6+
.2
EL
EV
=6
1.
G B=
7+
.2
EL
EV
=6
1.
02G B=
0+
.8
EL
EV
=6
5.
G
B=
1+
.3
EL
EV
=6
4.
G B=
1+
.3
EL
EV
=6
1.
G B=
3+
.2
EL
EV
=6
7.
G B=
4+
.8
EL
EV
=6
7.
G B=
4+
.1
EL
EV
=6
6.
G B=
5+
.2
EL
EV
=6
6.
-6.98% -6.33%
-3.29% -1.71% -4.86%
-4.86%
-1.71%
-8.29% -3.26%
-7.12%-3.98%
0.07% -2.36% -5.24% -2.61%-0.83% -1.34% -1.60% 2.75%
-8.24%
-4.83%
-6.39%
2.45%
-0.52%-1.77%0.20%
336+00
.6
.5
337+00
.8
.2
338+00
.2
.6
339+00
.3
.5
340+00
.6
.9
341+00
.9
.4
342+00
.6
.9
343+00
.6
.7
344+00
.2
.3
345+00
.9
.6
346+00
.7
.1
347+00
.4
.9
348+00
.6
.1
L36 L37
L38
L39
L40
L41 L42
L45
C36 C37 C38
C39 C40
C41 C42 C44
C45
40 6435
6430 6425
642564306435644064466450
L=29.98', R=75.00' D=022°54'09"
N70°08'13"W 140.85'
336+00
337+00 338+00
339+00
340+00 341+00 342+00 343+00 344+00 345+00 346+00
347+00
348+00PC ST
A:
+8
1.
PC ST
A:
+3 2.
PC ST
A:
+0 7.
PC ST
A:
+7 0.
PC ST
A:
+6 8.
PC ST
A:
+0 1.
PC
STA: 337+22.26
PCST
A:
6+
.53
PC
STA: 336+01.51
PC ST
A:
+7 1.
PT ST
A:
+2 6.
PT ST
A:
+7 3.
PT ST
A:
+4 1.
PT
STA: 338+80.43
PT
STA: 341+68.78
PT
STA: 337+44.89
PT
STA: 337+18.45
PT
STA: 336+31.49
PT ST
A:
+9 1.
ALIGNMENT CURVE TABLE
CURVE #
C36
C37
C38
C39
C40
RADIUS
50.00
50.00
350.00
250.00
150.00
LENGTH
56.92
22.63
112.35
71.08
67.22
DELTA
065.23
025.93
018.39
016.29
025.68
CHORD
N69°28'25"W
N89°07'21"W
N85°21'09"W
N86°24'12"W
N65°25'11"W
ALIGNMENT CURVE TABLE
CURVE #
C41
C42
C44
C45
RADIUS
150.00
150.00
300.00
1000.00
LENGTH
65.90
19.94
94.48
109.83
DELTA
025.17
007.61
018.04
006.29
CHORD
N65°09'59"W
N73°56'39"W
N79°09'33"W
S88°40'20"W
ALIGNMENT LINE TABLE
LINE #
L36
L37
L38
L39
L40
L41
LENGTH
30.03
3.81
23.19
89.69
60.36
38.36
DIRECTION
N36°51'32"W
S77°54'42"W
N76°09'23"W
S85°27'06"W
N78°15'29"W
N52°34'52"W
ALIGNMENT LINE TABLE
LINE #
L42
L45
L46
LENGTH
98.22
155.41
36.91
DIRECTION
N77°45'06"W
N88°10'52"W
S85°31'33"W
Q A/
Q C
D
ES
IG
N
ED
D R
AW
N
AP
PR
O
VE
D N
O
R
EV
IS
IO
N S
D
AT
E
BY
Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pr op er ty o f F or sg re n As so ci at es
In c.
a nd sh al l n ot b e co pi ed w ith ou t t he w rit te n au th or iz at io n of
Fo rs gr en
A ss oc ia te s
In c.
PAGE NO:
DATE:
SHEET NO:
PR
O
JE
C
T N
O
P:
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- R ed fis h La ke T o St an le y Tr ai l\C
AD
D
\C on st ru ct io n D ra w in gs
\S P
P C
-0
_C -0
.d w g
6/ 8/
:5
AM
S
LA
R R
O N
D O
S
O U
T H
T
H S
T R
E E
T
B O
IS
E
ID
PH
: 2
.3
.3
: 2
.3
.0
OF _
MAY 2020
R
ED
FI
SH
L
AK
E
TO
S
TA
N
LE
Y
TR
AI
L
C U
ST
ER
C O
U N
TY
, I
D
AH
O
SE
R
VI
C
ES
, L
LC
SR
Y
SS
L
SS
L
R B
H O
BB
LE
C R
EE
K
C-004
ST
A
6+
8+
PL
A N
A N
D P
R O
FI
LE
PLAN
SCALE: 1" = 100'
SCALE IN FEET
100 50 100
PROFILE
HORIZONTAL SCALE: 1" = 100'
SCALE IN FEET
20 10 20
VERTICAL SCALE: 1" = 20'
N
SCALE: 1" = 100'
KEY NOTES
FINISHED GRADE
EXISTING GRADE
MATCH LINE - S
TA 336+00
FILL LINE
CUT LINE
SURVEY CONTROL
POINT
LEGEND
TRANSITION OVER 30 FT FROM SNOW
MACHINE TYPICAL SECTION TO
STANDARD TRAIL TYPICAL SECTION
FROM STA. 336+00.22 TO 336+30.22
STANDARD TRAIL TYPICAL SECTION
WITH RIGHT DRAINING CROSS SLOPE
FROM STA 336+30.22 TO STA 348+00
M
ATC
H
LIN
E - STA 348+00
GENERAL NOTES
1. CONTRACTOR TO RETAIN AND
PROTECT ALL SURVEY MONUMENTS. IF
SURVEY MONUMENTS ARE DISTURBED,
MONUMENTS TO BE RESET BY IDAHO
LICENSED PLS. SEE SHEET C-014
SURVEY CONTROL FOR SURVEY
NOTES AND SURVEY INFORMATION.
2. CONTRACTOR TO RETAIN AND
PROTECT ALL UTILITIES. CALL DIGLINE
(811) TO LOCATE UTILITIES PRIOR TO
COMMENCING WORK.
GB=348+90.36
ELEV=6421.19
GB=355+25.56
ELEV=6417.15
G B=
5+
.6
EL
EV
=6
6.
G B=
8+
.4
EL
EV
=6
4.
G B=
9+
.4
EL
EV
=6
3.
G B=
9+
.9
EL
EV
=6
4.
G B=
9+
.3
EL
EV
=6
1.
G B=
8+
.3
EL
EV
=6
2.
G B=
8+
.1
EL
EV
=6
2.
G B=
0+
.3
EL
EV
=6
5.
G B=
0+
.6
EL
EV
=6
3.
G
B=
0+
.2
EL
EV
=6
1.
G B=
1+
.2
EL
EV
=6
1.
G
B=
1+
.9
EL
EV
=6
0.
G B=
2+
.5
EL
EV
=6
0.
G
B=
2+
.7
EL
EV
=6
0.
G B=
2+
.2
EL
EV
=6
1.
G B=
3+
.3
EL
EV
=6
9.
G B=
5+
.8
EL
EV
=6
6.
G B=
4+
.0
EL
EV
=6
7.
G
B=
4+
.2
EL
EV
=6
6.
G B=
6+
.3
EL
EV
=6
6.
G B=
6+
.4
EL
EV
=6
4.
G B=
7+
.8
EL
EV
=6
5.
G B=
6+
.0
EL
EV
=6
4.
G
B=
6+
.2
EL
EV
=6
5.
G B=
7+
.3
EL
EV
=6
5.
G B=
8+
.2
EL
EV
=6
5.
G B=
9+
.2
EL
EV
=6
3.
GB=359+61.63
ELEV=6414.14
-4.97%
5.39% -3.11%
-1.14%
-6.07%
5.00% 1.77%-1.48%
2.99% -2.86% -6.88% -0.24% -2.98%-0.09%-1.42%
3.83%
-1.99% -0.84%
-4.78%-2.39% 0.24% -4.46% 0.62%
-0.34%
2.53% -1.29%
4.72%
-3.97%1.11%
-1.18%
348+00
.6
.1
349+00
.7
.3
350+00
.4
.9
351+00
.1
.7
352+00
.2
.6
353+00
.7
.2
354+00
.3
.8
355+00
.9
.2
356+00
.1
.5
357+00
.0
.3
358+00
.8
.7
359+00
.7
.0
360+00
.4
.7
L46
L47 C46
C47
C48
348+00 349+00 350+00
351+00 352+00 353+00 354+00
355+00 356+00
357+00 358+00 359+00 360+00
PC ST
A:
+4 0.
PC ST
A:
+6 7.
PC ST
A:
+9 3.
PC ST
A:
+2 8.
PC ST
A:
+8 1.
PC ST
A:
+2 5.
PC ST
A:
+9 7.
PT
STA: 357+18.21
PT ST
A:
+7 0.
PT
STA: 350+71.71
PT
STA: 348+91.76
PT
STA: 355+66.77
PT ST
A:
+3 1.
C49
S69°20'09"W 54.14'
L=41.65', R=500.00' D=004°46'21"
S64°33'47"W 0.69'
S73°12'01"W 79.57'
L=34.05', R=800.00' D=002°26'18"
S70°45'43"W 108.63'
ALIGNMENT CURVE TABLE
CURVE #
C46
C47
C48
C49
RADIUS
1500.00
1000.00
1000.00
300.00
LENGTH
143.04
377.93
150.75
72.08
DELTA
005.46
021.65
008.64
013.77
CHORD
S88°15'27"W
S80°09'45"W
S68°52'54"W
S77°38'41"W
ALIGNMENT LINE TABLE
LINE #
L47
LENGTH
21.35
DIRECTION
N89°00'38"W
Q A/
Q C
D
ES
IG
N
ED
D R
AW
N
AP
PR
O
VE
D N
O
R
EV
IS
IO
N S
D
AT
E
BY
Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pr op er ty o f F or sg re n As so ci at es
In c.
a nd sh al l n ot b e co pi ed w ith ou t t he w rit te n au th or iz at io n of
Fo rs gr en
A ss oc ia te s
In c.
PAGE NO:
DATE:
SHEET NO:
PR
O
JE
C
T N
O
P:
\2
- R ed fis h La ke T o St an le y Tr ai l\C
AD
D
\C on st ru ct io n D ra w in gs
\S P
P C
-0
_C -0
.d w g
6/ 8/
:5
AM
S
LA
R R
O N
D O
S
O U
T H
T
H S
T R
E E
T
B O
IS
E
ID
PH
: 2
.3
.3
: 2
.3
.0
OF _
MAY 2020
R
ED
FI
SH
L
AK
E
TO
S
TA
N
LE
Y
TR
AI
L
C U
ST
ER
C O
U N
TY
, I
D
AH
O
SE
R
VI
C
ES
, L
LC
SR
Y
SS
L
SS
L
R B
H O
BB
LE
C R
EE
K
C-005
ST
A
8+
0+
PL
A N
A N
D P
R O
FI
LE
PLAN
SCALE: 1" = 100'
SCALE IN FEET
100 50 100
PROFILE
HORIZONTAL SCALE: 1" = 100'
SCALE IN FEET
20 10 20
VERTICAL SCALE: 1" = 20'
N
SCALE: 1" = 100'
KEY NOTES
FINISHED GRADE
EXISTING GRADE
M
AT
C H
L
IN
E
- S
TA
+0
FILL LINE
CUT LINE
SURVEY CONTROL
POINT
LEGEND
M
AT
C H
L
IN
E
- S
TA
+0
STANDARD TRAIL TYPICAL SECTION
WITH RIGHT DRAINING CROSS SLOPE
FROM STA 348+00 TO STA 360+00
G B=
0+
.1
EL
EV
=6
2.
G B=
0+
.2
EL
EV
=6
1.
G B=
0+
.2
EL
EV
=6
9.
G B=
1+
.2
EL
EV
=6
8.
G B=
2+
.1
EL
EV
=6
7.
G B=
3+
.9
EL
EV
=6
8.
G B=
3+
.1
EL
EV
=6
8.
G B=
4+
.4
EL
EV
=6
8.
G B=
4+
.8
EL
EV
=6
9.
G B=
5+
.0
EL
EV
=6
2.
G B=
5+
.1
EL
EV
=6
2.
G B=
6+
.3
EL
EV
=6
6.
G
B=
6+
.3
EL
EV
=6
5.
G B=
7+
.5
EL
EV
=6
5.
G B=
7+
.2
EL
EV
=6
6.
G
B=
8+
.4
EL
EV
=6
7.
G B=
8+
.0
EL
EV
=6
6.
G
B=
8+
.0
EL
EV
=6
6.
G B=
9+
.2
EL
EV
=6
6.
G B=
0+
.7
EL
EV
=6
6.
G B=
0+
.2
EL
EV
=6
7.
G B=
0+
.5
EL
EV
=6
6.
G B=
1+
.6
EL
EV
=6
4.
G
B=
1+
.9
EL
EV
=6
2.
-2.60% 0.93% 0.19%
4.73%
-1.38% -0.03% -0.93%
-0.90%
0.51% 0.28% 6.17%
-3.67% -2.26% -1.00% 0.49% 1.95%
2.78%
1.52%
-0.64%2.38% -1.47% -2.97% -7.24%
360+00
.4
.7
361+00
.3
.8
362+00
.4
.0
363+00
.8
.3
364+00
.1
.6
365+00
.6
.8
366+00
.9
.2
367+00
.2
.5
368+00
.5
.9
369+00
.9
.3
370+00
.8
.3
371+00
.4
.0
372+00
.2
.5
L50 L51
L52 L53
C50
C51 C52
C53
6430 6425
6420 64
643564
360+00 361+00
362+00 363+00 364+00
365+00 366+00 367+00 368+00 369+00 370+00
371+00
372+00
PC
STA: 371+76.57
PC ST
A:
+4 9.
PC ST
A:
+9 8.
PC ST
A:
+1 9.
PC ST
A:
+4 8.
PC
STA: 371+27.61
PT
STA: 370+62.21
PT
STA: 366+45.05
PT ST
A:
+4 3.
PT ST
A:
+0 0.
PT
STA: 360+12.53
PT ST
A:
+7 6.
45C49
S70°45'43"W
N48°54'39"W 65.39'
L=48.84', R=200.00' D=013°59'32"L=177.17', R=300.00'
D=033°50'13"
N62°54'11"W 0.13'
ALIGNMENT CURVE TABLE
CURVE #
C50
C51
C52
C53
RADIUS
300.00
150.00
150.00
250.00
LENGTH
152.10
46.26
24.18
113.21
DELTA
029.05
017.67
009.24
025.95
CHORD
N80°56'55"W
N75°15'31"W
N79°28'31"W
N61°53'03"W
ALIGNMENT LINE TABLE
LINE #
L50
L51
L52
L53
LENGTH
135.87
298.30
174.01
105.77
DIRECTION
S84°31'39"W
N66°25'28"W
N84°05'35"W
N74°51'26"W
Q A/
Q C
D
ES
IG
N
ED
D R
AW
N
AP
PR
O
VE
D N
O
R
EV
IS
IO
N S
D
AT
E
BY
Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pr op er ty o f F or sg re n As so ci at es
In c.
a nd sh al l n ot b e co pi ed w ith ou t t he w rit te n au th or iz at io n of
Fo rs gr en
A ss oc ia te s
In c.
PAGE NO:
DATE:
SHEET NO:
PR
O
JE
C
T N
O
P:
\2
- R ed fis h La ke T o St an le y Tr ai l\C
AD
D
\C on st ru ct io n D ra w in gs
\S P
P C
-0
_C -0
.d w g
6/ 8/
:5
AM
S
LA
R R
O N
D O
S
O U
T H
T
H S
T R
E E
T
B O
IS
E
ID
PH
: 2
.3
.3
: 2
.3
.0
OF _
MAY 2020
R
ED
FI
SH
L
AK
E
TO
S
TA
N
LE
Y
TR
AI
L
C U
ST
ER
C O
U N
TY
, I
D
AH
O
SE
R
VI
C
ES
, L
LC
SR
Y
SS
L
SS
L
R B
H O
BB
LE
C R
EE
K
C-006
ST
A
0+
2+
PL
A N
A N
D P
R O
FI
LE
PLAN
SCALE: 1" = 100'
SCALE IN FEET
100 50 100
PROFILE
HORIZONTAL SCALE: 1" = 100'
SCALE IN FEET
20 10 20
VERTICAL SCALE: 1" = 20'
N
SCALE: 1" = 100'
KEY NOTES
FINISHED GRADE
EXISTING GRADE
FILL LINE
CUT LINE
SURVEY CONTROL
POINT
LEGEND
M
AT
C H
L
IN
E
- S
TA
+0
M
AT
C H
L
IN
E
- S
TA
+0
STANDARD TRAIL TYPICAL SECTION
WITH RIGHT DRAINING CROSS SLOPE
FROM STA 360+00 TO STA 372+00
RESTORE EXISTING TRAIL PER PLANS
PREPARED BY WESTERN FEDERAL
LANDS
GENERAL NOTES
1. CONTRACTOR TO RETAIN AND
PROTECT ALL SURVEY MONUMENTS. IF
SURVEY MONUMENTS ARE DISTURBED,
MONUMENTS TO BE RESET BY IDAHO
LICENSED PLS. SEE SHEET C-014
SURVEY CONTROL FOR SURVEY
NOTES AND SURVEY INFORMATION.
2. CONTRACTOR TO RETAIN AND
PROTECT ALL UTILITIES. CALL DIGLINE
(811) TO LOCATE UTILITIES PRIOR TO
COMMENCING WORK.
G B=
3+
.7
EL
EV
=6
1.
G B=
2+
.8
EL
EV
=6
6.
G B=
9+
.3
EL
EV
=6
4.
G B=
9+
.2
EL
EV
=6
3.
G B=
5+
.9
EL
EV
=6
7.
G B=
6+
.3
EL
EV
=6
7.
G B=
8+
.3
EL
EV
=6
2.
G B=
8+
.5
EL
EV
=6
2.
G B=
8+
.7
EL
EV
=6
3.
GB=380+99.17
ELEV=6415.89
G B=
1+
.4
EL
EV
=6
6.
G B=
1+
.2
EL
EV
=6
5.
G B=
6+
.0
EL
EV
=6
9.
G B=
7+
.6
EL
EV
=6
9.
G B=
2+
.2
EL
EV
=6
7.
G B=
2+
.2
EL
EV
=6
0.
G B=
3+
.2
EL
EV
=6
6.
G B=
4+
.0
EL
EV
=6
5.
G B=
4+
.2
EL
EV
=6
5.
G B=
5+
.9
EL
EV
=6
6.
G B=
0+
.2
EL
EV
=6
5.
G B=
0+
.5
EL
EV
=6
6.
G B=
2+
.7
EL
EV
=6
4.
G B=
3+
.7
EL
EV
=6
3.
-1.96% 1.81%
1.94%1.33%
2.03% 0.52% 2.70% 1.15% 1.40%
-1.82% 0.61% -2.03%
3.02% 0.54%-4.63% -2.91%
-1.73% -2.57% 0.57% 1.37%
0.75% 2.12% -4.02% -2.91%
372+00
.2
.5
373+00
.2
.6
374+00
.9
.5
375+00
.0
.3
376+00
.3
.8
377+00
.9
.5
378+00
.2
.0
379+00
.8
.4
380+00
.5
.9
381+00
.1
.9
382+00
.7
.4
383+00
.1
.8
384+00
.2
.8
372+00
373+00 374+00
375+00 376+00 377+00 378+00 379+00 380+00 381+00 382+00
383+00
384+00
PC ST
A:
+2 9.
PC ST
A:
+4 4.
PC ST
A:
+1 6.
PC ST
A:
+9 3.
PC ST
A:
+9 1.
PT ST
A:
+8 8.
PT ST
A:
+6 5.
PT ST
A:
+6 4.
PT
STA: 376+95.74
PT ST
A:
+5 1.
PT ST
A:
+5 3.
64506445644064356430642564206415
156415
L55 L56 L57 L58 L59
L60
C54
C55 C56
C57 C58 C59
ALIGNMENT CURVE TABLE
CURVE #
C54
C55
C56
C57
C58
C59
RADIUS
300.00
250.00
250.00
250.00
250.00
200.00
LENGTH
177.17
60.32
1.99
47.76
21.96
58.24
DELTA
033.84
013.82
000.46
010.94
005.03
016.68
CHORD DIRECTION
N45°59'05"W
N22°09'16"W
N15°00'54"W
N20°15'33"W
N23°12'53"W
N29°02'22"W
ALIGNMENT LINE TABLE
LINE #
L55
L56
L57
L58
L59
L60
LENGTH
137.36
142.33
121.08
179.43
163.85
347.98
DIRECTION
N29°03'58"W
N15°14'34"W
N14°47'13"W
N25°43'54"W
N20°41'52"W
N37°22'52"W
Q A/
Q C
D
ES
IG
N
ED
D R
AW
N
AP
PR
O
VE
D N
O
R
EV
IS
IO
N S
D
AT
E
BY
Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pr op er ty o f F or sg re n As so ci at es
In c.
a nd sh al l n ot b e co pi ed w ith ou t t he w rit te n au th or iz at io n of
Fo rs gr en
A ss oc ia te s
In c.
PAGE NO:
DATE:
SHEET NO:
PR
O
JE
C
T N
O
P:
\2
- R ed fis h La ke T o St an le y Tr ai l\C
AD
D
\C on st ru ct io n D ra w in gs
\S P
P C
-0
_C -0
.d w g
6/ 8/
:0
AM
S
LA
R R
O N
D O
S
O U
T H
T
H S
T R
E E
T
B O
IS
E
ID
PH
: 2
.3
.3
: 2
.3
.0
OF _
MAY 2020
R
ED
FI
SH
L
AK
E
TO
S
TA
N
LE
Y
TR
AI
L
C U
ST
ER
C O
U N
TY
, I
D
AH
O
SE
R
VI
C
ES
, L
LC
SR
Y
SS
L
SS
L
R B
H O
BB
LE
C R
EE
K
C-007
ST
A
2+
4+
PL
A N
A N
D P
R O
FI
LE
PLAN
SCALE: 1" = 100'
SCALE IN FEET
100 50 100
PROFILE
HORIZONTAL SCALE: 1" = 100'
SCALE IN FEET
20 10 20
VERTICAL SCALE: 1" = 20'
N
SCALE: 1" = 100'
KEY NOTES
FINISHED GRADE
EXISTING GRADE
FILL LINE
CUT LINE
SURVEY CONTROL
POINT
LEGEND
M
ATCH LINE - STA 384+00
M
ATCH LINE - STA 372+00
STANDARD TRAIL TYPICAL SECTION
WITH RIGHT DRAINING CROSS SLOPE
FROM STA 372+00 TO STA 384+00
GENERAL NOTES
1. CONTRACTOR TO RETAIN AND
PROTECT ALL SURVEY MONUMENTS. IF
SURVEY MONUMENTS ARE DISTURBED,
MONUMENTS TO BE RESET BY IDAHO
LICENSED PLS. SEE SHEET C-014
SURVEY CONTROL FOR SURVEY
NOTES AND SURVEY INFORMATION.
2. CONTRACTOR TO RETAIN AND
PROTECT ALL UTILITIES. CALL DIGLINE
(811) TO LOCATE UTILITIES PRIOR TO
COMMENCING WORK.
G B=
2+
.6
EL
EV
=6
1.
G B=
3+
.3
EL
EV
=6
0.
G B=
4+
.5
EL
EV
=6
9.
G B=
0+
.6
EL
EV
=6
4.
G B=
0+
.7
EL
EV
=6
3.
G B=
1+
.7
EL
EV
=6
2.
G B=
7+
.4
EL
EV
=6
9.
G B=
8+
.4
EL
EV
=6
5.
GB=387+24.43
ELEV=6409.18
G B=
7+
.5
EL
EV
=6
6.
G B=
5+
.5
EL
EV
=6
9.
G B=
6+
.5
EL
EV
=6
8.
GB=386+88.27
ELEV=6409.39
G B=
6+
.1
EL
EV
=6
9.
G B=
5+
.1
EL
EV
=6
0.
G B=
4+
.6
EL
EV
=6
1.
G B=
4+
.2
EL
EV
=6
8.
G B=
5+
.9
EL
EV
=6
7.
-1.87% -0.67% -1.10%
-0.75% -1.96% -0.94% -1.21%-1.77%
-6.69% -1.16% -2.51% 4.52%
1.86%
-0.97%-0.90%
-1.42% -1.04%
384+00
.2
.8
385+00
.3
.8
386+00
.1
.5
387+00
.5
.4
388+00
.7
.3
389+00
.7
.1
390+00
.8
.4
391+00
.5
.9
392+00
.3
.6
393+00
.2
.6
394+00
.1
.5
395+00
.7
.2
396+00
.8
.2
384+00 385+00
386+00
7+
388+00 389+00 390+00 391+00
392+00 393+00 394+00 395+00 396+00
PC ST
A:
+4 0.
PC ST
A:
+2 4.
PC ST
A:
+6 1.
PC ST
A:
+0 1.
PC ST
A:
+7 5.
PC ST
A:
+4 6.
PC ST
A:
+2 9.
PC
STA: 388+39.82
PC
STA: 387+22.46
PC
STA: 386+36.03
PT ST
A:
+7 2.
PT ST
A:
+8 5.
PT
STA: 394+08.10
PT ST
A:
+3 5.
PT ST
A:
+3 9.
PT ST
A:
+2 2.
PT ST
A:
+7 8.
PT ST
A:
+4 0.
PT ST
A:
+9 1.
PT
STA: 386+90.77
12+70
+0
+0
+0
L60 L6
L62 L63 L64 L65 L66 L67 L68
L69 L70
C6
C61
C62
C63
C64 C65
C66 C67 C68 C69
ALIGNMENT CURVE TABLE
CURVE #
C60
C61
C62
C63
C64
C65
C66
C67
C68
C69
RADIUS
50.00
50.00
300.00
250.00
200.00
250.00
150.00
100.00
200.00
250.00
LENGTH
54.74
68.56
1.16
48.46
75.63
64.05
33.63
47.02
60.45
32.10
DELTA
062.72
078.56
000.22
011.11
021.67
014.68
012.85
026.94
017.32
007.36
CHORD DIRECTION
N68°44'36"W
N60°49'31"W
N21°39'22"W
N27°19'12"W
N22°02'22"W
N18°32'44"W
N19°27'43"W
N26°30'34"W
N31°19'15"W
N18°59'03"W
ALIGNMENT LINE TABLE
LINE #
L61
L62
L63
L64
L65
L66
L67
L68
L69
L70
LENGTH
31.69
48.80
88.81
68.56
52.74
62.73
25.49
16.76
55.07
125.70
DIRECTION
S79°53'40"W
N21°32'41"W
N21°46'02"W
N32°52'23"W
N11°12'22"W
N25°53'07"W
N13°02'20"W
N39°58'48"W
N22°39'43"W
N15°18'22"W
Q A/
Q C
D
ES
IG
N
ED
D R
AW
N
AP
PR
O
VE
D N
O
R
EV
IS
IO
N S
D
AT
E
BY
Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pr op er ty o f F or sg re n As so ci at es
In c.
a nd sh al l n ot b e co pi ed w ith ou t t he w rit te n au th or iz at io n of
Fo rs gr en
A ss oc ia te s
In c.
PAGE NO:
DATE:
SHEET NO:
PR
O
JE
C
T N
O
P:
\2
- R ed fis h La ke T o St an le y Tr ai l\C
AD
D
\C on st ru ct io n D ra w in gs
\S P
P C
-0
_C -0
.d w g
6/ 8/
:0
AM
S
LA
R R
O N
D O
S
O U
T H
T
H S
T R
E E
T
B O
IS
E
ID
PH
: 2
.3
.3
: 2
.3
.0
OF _
MAY 2020
R
ED
FI
SH
L
AK
E
TO
S
TA
N
LE
Y
TR
AI
L
C U
ST
ER
C O
U N
TY
, I
D
AH
O
SE
R
VI
C
ES
, L
LC
SR
Y
SS
L
SS
L
R B
H O
BB
LE
C R
EE
K
C-008
ST
A
4+
6+
PL
A N
A N
D P
R O
FI
LE
PLAN
SCALE: 1" = 100'
SCALE IN FEET
100 50 100
PROFILE
HORIZONTAL SCALE: 1" = 100'
SCALE IN FEET
20 10 20
VERTICAL SCALE: 1" = 20'
N
SCALE: 1" = 100'
KEY NOTES
FINISHED GRADE
EXISTING GRADE
FILL LINE
CUT LINE
SURVEY CONTROL
POINT
LEGEND
M
AT
C H
L
IN
E
- S
TA
+0
M
ATC
H
LIN
E - STA 384+00
STANDARD TRAIL TYPICAL SECTION
WITH RIGHT DRAINING CROSS SLOPE
FROM STA 384+00 TO STA 386+94.2
MATCH TRAIL TO GRADE OF ROADWAY
AT STA 386+94.2
TRAIL TO MATCH GRADE OF ROADWAY
AT STA 387+19.5
STANDARD TRAIL TYPICAL SECTION
WITH RIGHT DRAINING CROSS SLOPE
FROM STA 387+19.5 TO STA 396+00
SEE SHEET C-013
GENERAL NOTES
1. CONTRACTOR TO RETAIN AND
PROTECT ALL SURVEY MONUMENTS. IF
SURVEY MONUMENTS ARE DISTURBED,
MONUMENTS TO BE RESET BY IDAHO
LICENSED PLS. SEE SHEET C-014
SURVEY CONTROL FOR SURVEY
NOTES AND SURVEY INFORMATION.
2. CONTRACTOR TO RETAIN AND
PROTECT ALL UTILITIES. CALL DIGLINE
(811) TO LOCATE UTILITIES PRIOR TO
COMMENCING WORK.
G B=
5+
.9
EL
EV
=6
7.
G B=
7+
.2
EL
EV
=6
5.
G B=
4+
.2
EL
EV
=6
6.
G B=
2+
.7
EL
EV
=6
8.
GB=402+29.40
ELEV=6389.40
G B=
2+
.7
EL
EV
=6
9.
GB=401+87.27
ELEV=6388.52
G B=
1+
.8
EL
EV
=6
9.
G B=
6+
.7
EL
EV
=6
6.
G B=
7+
.2
EL
EV
=6
5.
G B=
8+
.0
EL
EV
=6
3.
G B=
9+
.0
EL
EV
=6
2.
G B=
2+
.2
EL
EV
=6
8.
G B=
3+
.6
EL
EV
=6
8.
G B=
5+
.4
EL
EV
=6
6.
G B=
6+
.6
EL
EV
=6
5.
G B=
7+
.6
EL
EV
=6
5.
0.57% -0.34%
-1.74% -3.13%3.46%-2.04%
-1.55%
-0.96% -1.34% -1.76% -1.23% -0.53% 0.21% -1.74% -1.34% -0.69%
396+00
.8
.2
397+00
.6
.0
398+00
.1
.5
399+00
.7
.1
400+00
.1
.7
401+00
.5
.1
402+00
.3
.9
403+00
.0
.4
404+00
.1
.7
405+00
.8
.3
406+00
.0
.4
407+00
.7
.3
408+00
.4
.8
396+00 397+00
398+00
399+00
400+00 401+00 402+00
403+00 404+00
405+00 406+00 407+00 408+00
PC ST
A:
+6 3.
PC
STA: 404+30.58
PC
STA: 403+22.97
PC
STA: 402+35.27
PCSTA: 399+17.46
PC ST
A:
+4 8.
PCSTA: 398+24.86
PC ST
A:
+9 8.
18 PC
STA: 401+13.95
PT ST
A:
+2 3.
PT ST
A:
+3 0.
PT ST
A:
+2 7.
PT
STA: 402+90.36
PT ST
A:
+8 5.
PT
STA: 402+10.52
PT
STA: 399+04.82
PT
STA: 397+18.80
PT ST
A:
+7 2.
PT
STA: 401+33.20
L70
L71
C69
C70
C71
C72
C73L72
L73 L74 C74
L75
C75 L76 C76
L77
C77 L78 C78
ALIGNMENT CURVE TABLE
CURVE #
C70
C71
C72
C73
C74
C75
C76
C77
C78
RADIUS
250.00
250.00
200.00
75.00
50.00
50.00
300.00
500.00
500.00
LENGTH
20.62
79.96
167.58
19.25
62.43
55.09
104.53
199.50
60.48
DELTA
004.72
018.33
048.01
014.71
071.53
063.13
019.96
022.86
006.93
CHORD DIRECTION
N17°40'07"W
N29°11'38"W
N14°21'09"W
N2°17'56"E
N30°42'47"E
N34°54'52"E
N13°19'49"E
N11°52'53"E
N3°00'51"W
ALIGNMENT LINE TABLE
LINE #
L71
L72
L73
L74
L75
L76
L77
L78
LENGTH
106.06
12.64
28.90
14.90
24.75
32.60
3.09
133.30
DIRECTION
N20°01'51"W
N38°21'24"W
N09°39'05"E
N05°03'14"W
N66°28'48"E
N03°20'56"E
N23°18'43"E
N00°27'03"E
Q A/
Q C
D
ES
IG
N
ED
D R
AW
N
AP
PR
O
VE
D N
O
R
EV
IS
IO
N S
D
AT
E
BY
Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pr op er ty o f F or sg re n As so ci at es
In c.
a nd sh al l n ot b e co pi ed w ith ou t t he w rit te n au th or iz at io n of
Fo rs gr en
A ss oc ia te s
In c.
PAGE NO:
DATE:
SHEET NO:
PR
O
JE
C
T N
O
P:
\2
- R ed fis h La ke T o St an le y Tr ai l\C
AD
D
\C on st ru ct io n D ra w in gs
\S P
P C
-0
_C -0
.d w g
6/ 8/
0:
A
M S
LA
R
R O
N D
O
S
O U
T H
T
H S
T R
E E
T
B O
IS
E
ID
PH
: 2
.3
.3
: 2
.3
.0
OF _
MAY 2020
R
ED
FI
SH
L
AK
E
TO
S
TA
N
LE
Y
TR
AI
L
C U
ST
ER
C O
U N
TY
, I
D
AH
O
SE
R
VI
C
ES
, L
LC
SR
Y
SS
L
SS
L
R B
H O
BB
LE
C R
EE
K
C-009
ST
A
6+
8+
PL
A N
A N
D P
R O
FI
LE
PLAN
SCALE: 1" = 100'
SCALE IN FEET
100 50 100
PROFILE
HORIZONTAL SCALE: 1" = 100'
SCALE IN FEET
20 10 20
VERTICAL SCALE: 1" = 20'
N
SCALE: 1" = 100'
KEY NOTES
FINISHED GRADE
EXISTING GRADE
FILL LINE
CUT LINE
SURVEY CONTROL
POINT
LEGEND
M
ATC
H
LIN
E - STA 396+00
M
ATC
H
LIN
E - STA 408+00
STANDARD TRAIL TYPICAL SECTION
WITH RIGHT DRAINING CROSS SLOPE
FROM STA 396+00 TO STA 402+06.8
MATCH TRAIL TO GRADE OF ROADWAY
AT STA 402+06.8
TRAIL TO MATCH GRADE OF ROADWAY
AT STA 402+29.4
STANDARD TRAIL TYPICAL SECTION
WITH RIGHT DRAINING CROSS SLOPE
FROM STA 402+29.4 TO STA 408+00
GENERAL NOTES
1. CONTRACTOR TO RETAIN AND
PROTECT ALL SURVEY MONUMENTS. IF
SURVEY MONUMENTS ARE DISTURBED,
MONUMENTS TO BE RESET BY IDAHO
LICENSED PLS. SEE SHEET C-014
SURVEY CONTROL FOR SURVEY
NOTES AND SURVEY INFORMATION.
2. CONTRACTOR TO RETAIN AND
PROTECT ALL UTILITIES. CALL DIGLINE
(811) TO LOCATE UTILITIES PRIOR TO
COMMENCING WORK.
G B=
3+
.7
EL
EV
=6
6.
G B=
2+
.2
EL
EV
=6
8.
G B=
3+
.4
EL
EV
=6
6.
G B=
9+
.7
EL
EV
=6
3.
G B=
8+
.8
EL
EV
=6
4.
G B=
9+
.3
EL
EV
=6
2.
G
B=
9+
.4
EL
EV
=6
1.
G B=
0+
.1
EL
EV
=6
1.
G B=
0+
.3
EL
EV
=6
0.
G
B=
1+
.6
EL
EV
=6
9.
G B=
1+
.2
EL
EV
=6
9.
GB=415+71.55
ELEV=6370.27
G B=
5+
.1
EL
EV
=6
9.
G B=
6+
.1
EL
EV
=6
6.
GB=417+29.97
ELEV=6358.86
G B=
7+
.4
EL
EV
=6
8.
G
B=
7+
.1
EL
EV
=6
5.
G B=
8+
.7
EL
EV
=6
3.
G
B=
9+
.7
EL
EV
=6
2.
G B=
8+
.9
EL
EV
=6
3.
GB=419+99.25
ELEV=6351.87
G B=
4+
.2
EL
EV
=6
6.
G B=
5+
.0
EL
EV
=6
4.
GB=417+89.83
ELEV=6354.50
G B=
8+
.5
EL
EV
=6
3.
1.00% -1.27% -2.71%
-0.99%-1.06% -1.72%
-3.05%
-0.60%
-2.21%
-4.17% -0.47%
-6.66%
-2.38%
-6.72% -8.33%
-2.83%
-8.25% 0.10%
-2.98%
-1.34% -1.01%
-0.88% -2.02%
-6.81%
-2.78%
408+00
.4
.8
409+00
.3
.7
410+00
.4
.9
411+00
.2
.8
412+00
.3
.8
413+00
.1
.7
414+00
.9
.3
415+00
.0
.5
416+00
.1
.9
417+00
.5
.3
418+00
.6
.2
419+00
.3
.0
420+00
.4
.8
408+00 409+00
410+00 411+00 412+00 413+00 414+00 415+00
416+00 417+00
418+00 419+00
420+00
PC ST
A:
+1 4.
PC
STA: 419+76.61
PC
STA: 417+73.30
PCSTA: 417+35.14
PC ST
A:
+8 7.
PCSTA: 415+93.07
PCSTA: 415+38.48
PC
STA: 414+00.82
PC ST
A:
+6 6.
PC ST
A:
+4 6.
PC ST
A:
+7 3.
PC ST
A:
+6 8.
PC ST
A:
+8 5.
ST
A:
+6 3.
PT ST
A:
+8 1.
PT
STA: 418+04.62
PT
STA: 417+69.67
PT
STA: 417+24.41
PT ST
A:
+2 5.
PT
STA: 415+57.66
PTSTA: 414+87.84
PT
STA: 413+91.91
PT ST
A:
+4 7.
PT
STA: 411+39.52
PT ST
A:
+3 4.
PT ST
A:
+3 9.
PT ST
A:
+2 3.
636063
C P 532
C P 533
L79 C79
L80 C80 L81 C81 L82
C82 L83 C83
L84
C84
L85 C85 L86 C86
L87 C87 L88C88 L89
C89 L90
C90 L91
C91 L92
BEGIN TAPER
STA:414+61.93
OFF:3.26'LT
BEGIN TAPER
STA:414+61.92
OFF:3.26'RT BEGIN TAPER
STA:414+92.07
OFF:8.25'RT
BEGIN TAPER
STA:414+92.07
OFF:8.25'LT
END TAPER
STA:414+81.74
OFF:8.25'LT
END TAPER
STA:414+82.12
OFF:8.25'RT
END TAPER
STA:415+12.08
OFF:3.26'LT
END TAPER
STA:415+12.07
OFF:3.26'RT
ALIGNMENT CURVE TABLE
CURVE #
C79
C80
C81
C82
C83
C84
C85
RADIUS
500.00
250.00
250.00
250.00
100.00
150.00
100.00
LENGTH
53.49
66.74
65.91
100.49
25.88
87.02
19.17
DELTA
006.13
015.30
015.11
023.03
014.83
033.24
010.98
CHORD DIRECTION
N3°24'53"W
N7°59'54"W
N8°05'36"W
N12°03'22"W
N16°09'29"W
N25°21'51"W
N47°28'34"W
ALIGNMENT CURVE TABLE
CURVE #
C86
C87
C88
C89
C90
C91
RADIUS
100.00
300.00
75.00
75.00
100.00
500.00
LENGTH
32.90
37.35
34.53
31.32
66.60
24.49
DELTA
018.85
007.13
026.38
023.93
038.16
002.81
CHORD DIRECTION
N43°32'34"W
N37°41'02"W
N28°03'37"W
N26°50'01"W
N19°43'09"W
N2°02'38"W
ALIGNMENT LINE TABLE
LINE #
L79
L80
L81
L82
L83
L84
L85
LENGTH
62.11
28.63
38.79
7.13
118.89
8.91
50.64
DIRECTION
N06°28'45"W
N00°21'01"W
N15°38'46"W
N00°32'26"W
N23°34'18"W
N08°44'40"W
N41°59'02"W
ALIGNMENT LINE TABLE
LINE #
L86
L87
L88
L89
L90
L91
LENGTH
35.42
61.08
10.73
3.63
9.90
95.50
DIRECTION
N52°58'06"W
N34°07'02"W
N41°15'02"W
N14°52'12"W
N38°47'51"W
N00°38'27"W
Q A/
Q C
D
ES
IG
N
ED
D R
AW
N
AP
PR
O
VE
D N
O
R
EV
IS
IO
N S
D
AT
E
BY
Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pr op er ty o f F or sg re n As so ci at es
In c.
a nd sh al l n ot b e co pi ed w ith ou t t he w rit te n au th or iz at io n of
Fo rs gr en
A ss oc ia te s
In c.
PAGE NO:
DATE:
SHEET NO:
PR
O
JE
C
T N
O
P:
\2
- R ed fis h La ke T o St an le y Tr ai l\C
AD
D
\C on st ru ct io n D ra w in gs
\S P
P C
-0
_C -0
.d w g
6/ 8/
:1
AM
S
LA
R R
O N
D O
S
O U
T H
T
H S
T R
E E
T
B O
IS
E
ID
PH
: 2
.3
.3
: 2
.3
.0
OF _
MAY 2020
R
ED
FI
SH
L
AK
E
TO
S
TA
N
LE
Y
TR
AI
L
C U
ST
ER
C O
U N
TY
, I
D
AH
O
SE
R
VI
C
ES
, L
LC
SR
Y
SS
L
SS
L
R B
H O
BB
LE
C R
EE
K
C-010
ST
A
8+
0+
PL
A N
A N
D P
R O
FI
LE
PLAN
SCALE: 1" = 100'
SCALE IN FEET
100 50 100
PROFILE
HORIZONTAL SCALE: 1" = 100'
SCALE IN FEET
20 10 20
VERTICAL SCALE: 1" = 20'
N
SCALE: 1" = 100'
KEY NOTES
FINISHED GRADE
EXISTING GRADE
FILL LINE
CUT LINE
SURVEY CONTROL
POINT
LEGEND
M
AT
C H
L
IN
E
- S
TA
+0
M
AT
C H
L
IN
E
- S
TA
+0
STANDARD TRAIL TYPICAL SECTION
WITH RIGHT DRAINING CROSS SLOPE
FROM STA 408+00 TO STA 420+00
INSTALL GATE AND CATTLE GUARD
PER PLANS PREPARED BY WESTERN
FEDERAL LANDS. WIDEN TRAIL PER
TAPER LENGTHS.
GENERAL NOTES
1. CONTRACTOR TO RETAIN AND
PROTECT ALL SURVEY MONUMENTS. IF
SURVEY MONUMENTS ARE DISTURBED,
MONUMENTS TO BE RESET BY IDAHO
LICENSED PLS. SEE SHEET C-014
SURVEY CONTROL FOR SURVEY
NOTES AND SURVEY INFORMATION.
2. CONTRACTOR TO RETAIN AND
PROTECT ALL UTILITIES. CALL DIGLINE
(811) TO LOCATE UTILITIES PRIOR TO
G B=
0+
.0
EL
EV
=6
1.
G B=
0+
.2
EL
EV
=6
0.
G B=
1+
.1
EL
EV
=6
9.
G B=
3+
.3
EL
EV
=6
7.
G B=
4+
.4
EL
EV
=6
6.
G B=
5+
.6
EL
EV
=6
5.
G B=
5+
.1
EL
EV
=6
5.
G B=
6+
.8
EL
EV
=6
4.
G B=
6+
.2
EL
EV
=6
3.
G B=
7+
.2
EL
EV
=6
2.
G B=
7+
.2
EL
EV
=6
2.
G B=
8+
.2
EL
EV
=6
1.
G B=
9+
.6
EL
EV
=6
0.
G B=
0+
.2
EL
EV
=6
9.
G B=
0+
.2
EL
EV
=6
9.
G B=
1+
.2
EL
EV
=6
8.
G B=
1+
.2
EL
EV
=6
8.
0.39% -2.08% -1.15% -1.07% -1.52% -0.86% -0.68% -1.72% -1.49% -0.96% -0.90% -0.96% -1.80% -0.84% -1.82%
-0.86% -1.82%-0.73%
420+00
.4
.8
421+00
.1
.5
422+00
.7
.4
423+00
.6
.3
424+00
.4
.0
425+00
.4
.8
426+00
.2
.6
427+00
.7
.2
428+00
.7
.3
429+00
.8
.1
430+00
.5
.0
431+00
.3
.9
432+00
.2
.5
420+00 421+00 422+00 423+00 424+00 425+00 426+00
427+00 428+00 429+00 430+00 431+00 432+00
PC ST
A:
+8 2.
PC ST
A:
+2 6.
PC ST
A:
+6 1.
PC ST
A:
+4 0.
PC ST
A:
+4 9.
PT ST
A:
+6 5.
PT ST
A:
+8 8.
PT ST
A:
+8 3.
PT ST
A:
+9 7.
PT ST
A:
+3 4.
PT
STA: 420+01.10
CP 534
CP 535
C91 L92
C92 L93 C93 L94 C94
L95 C95 L96 C96
L97
ALIGNMENT CURVE TABLE
CURVE #
C92
C93
C94
C95
C96
RADIUS
500.00
500.00
500.00
300.00
500.00
LENGTH
184.90
56.95
122.24
62.04
82.60
DELTA
021.19
006.53
014.01
011.85
009.47
CHORD DIRECTION
N14°02'26"W
N21°22'18"W
N11°06'18"W
N10°01'34"W
N20°41'01"W
ALIGNMENT LINE TABLE
LINE #
L92
L93
L94
L95
L96
L97
LENGTH
48.47
106.28
163.95
42.94
93.65
376.12
DIRECTION
N03°26'48"W
N24°38'04"W
N18°06'32"W
N04°06'05"W
N15°57'03"W
N25°24'59"W
Q A/
Q C
D
ES
IG
N
ED
D R
AW
N
AP
PR
O
VE
D N
O
R
EV
IS
IO
N S
D
AT
E
BY
Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pr op er ty o f F or sg re n As so ci at es
In c.
a nd sh al l n ot b e co pi ed w ith ou t t he w rit te n au th or iz at io n of
Fo rs gr en
A ss oc ia te s
In c.
PAGE NO:
DATE:
SHEET NO:
PR
O
JE
C
T N
O
P:
\2
- R ed fis h La ke T o St an le y Tr ai l\C
AD
D
\C on st ru ct io n D ra w in gs
\S P
P C
-0
_C -0
.d w g
6/ 8/
:1
AM
S
LA
R R
O N
D O
S
O U
T H
T
H S
T R
E E
T
B O
IS
E
ID
PH
: 2
.3
.3
: 2
.3
.0
OF _
MAY 2020
R
ED
FI
SH
L
AK
E
TO
S
TA
N
LE
Y
TR
AI
L
C U
ST
ER
C O
U N
TY
, I
D
AH
O
SE
R
VI
C
ES
, L
LC
SR
Y
SS
L
SS
L
R B
H O
BB
LE
C R
EE
K
C-011
ST
A
0+
2+
PL
A N
A N
D P
R O
FI
LE
PLAN
SCALE: 1" = 100'
SCALE IN FEET
100 50 100
PROFILE
HORIZONTAL SCALE: 1" = 100'
SCALE IN FEET
20 10 20
VERTICAL SCALE: 1" = 20'
N
SCALE: 1" = 100'
KEY NOTES
FINISHED GRADE
EXISTING GRADE
FILL LINE
CUT LINE
SURVEY CONTROL
POINT
LEGEND
M
AT
C H
L
IN
E
- S
TA
+0
M
AT
C H
L
IN
E
- S
TA
+0
STANDARD TRAIL TYPICAL SECTION
WITH RIGHT DRAINING CROSS SLOPE
FROM STA 420+00 TO STA 432+00
GENERAL NOTES
1. CONTRACTOR TO RETAIN AND
PROTECT ALL SURVEY MONUMENTS. IF
SURVEY MONUMENTS ARE DISTURBED,
MONUMENTS TO BE RESET BY IDAHO
LICENSED PLS. SEE SHEET C-014
SURVEY CONTROL FOR SURVEY
NOTES AND SURVEY INFORMATION.
2. CONTRACTOR TO RETAIN AND
PROTECT ALL UTILITIES. CALL DIGLINE
(811) TO LOCATE UTILITIES PRIOR TO
G B=
2+
.4
EL
EV
=6
7.
G B=
2+
.1
EL
EV
=6
7.
G B=
3+
.1
EL
EV
=6
6.
G B=
3+
.2
EL
EV
=6
5.
G B=
3+
.2
EL
EV
=6
4.
G B=
4+
.2
EL
EV
=6
4.
G B=
5+
.2
EL
EV
=6
1.
G B=
6+
.2
EL
EV
=6
9.
G B=
6+
.2
EL
EV
=6
9.
G B=
6+
.2
EL
EV
=6
8.
G B=
7+
.2
EL
EV
=6
8.
G
B=
7+
.5
EL
EV
=6
8.
G B=
8+
.2
EL
EV
=6
7.
G B=
9+
.6
EL
EV
=6
7.
G B=
9+
.2
EL
EV
=6
6.
G B=
0+
.2
EL
EV
=6
5.
G B=
0+
.2
EL
EV
=6
5.
G B=
1+
.8
EL
EV
=6
4.
0.27% -1.91% -1.97% -1.45%-1.49% -2.90% -2.43% -2.37% -0.15% 0.77% -0.97% -0.65% -1.74% -3.09%0.04% -1.51%
-0.38%
432+00
.2
.5
433+00
.3
.6
434+00
.5
.9
435+00
.1
.5
436+00
.4
.9
437+00
.0
.4
438+00
.0
.4
439+00
.0
.5
440+00
.7
.2
441+00
.1
.5
441+46.05
.7
.1
432+00 433+00
434+00 435+00
436+00 437+00 438+00 439+00 440+00 441+00
742+00
PC ST
A:
+2 4.
PC ST
A:
+8 4.
PC ST
A:
+5 2.
PC ST
A:
+6 9.
PC ST
A:
+8 2.
PC ST
A:
+4 1.
PT ST
A:
+0 4.
PT ST
A:
+3 3.
PT ST
A:
+9 0.
PT
STA: 435+61.87
PT
STA: 434+72.61
STA AHEAD=741+60.00
STA BACK=441+46.05
6330 63
C P 537
C97 L98 C98 L99
C99 L100 C100 L101 C101
L102
ALIGNMENT CURVE TABLE
CURVE #
C97
C98
C99
C100
C101
RADIUS
300.00
425.00
425.00
500.00
700.00
LENGTH
131.36
78.97
221.53
81.46
80.94
DELTA
025.09
010.65
029.87
009.33
006.63
CHORD DIRECTION
N12°52'19"W
N4°59'45"E
N4°36'49"W
N14°52'45"W
N6°53'57"W
ALIGNMENT LINE TABLE
LINE #
L98
L99
L100
L101
L102
LENGTH
10.28
7.46
61.63
90.08
65.86
DIRECTION
N00°19'40"W
N10°19'09"E
N19°32'47"W
N10°12'42"W
N03°35'12"W
Q A/
Q C
D
ES
IG
N
ED
D R
AW
N
AP
PR
O
VE
D N
O
R
EV
IS
IO
N S
D
AT
E
BY
Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pr op er ty o f F or sg re n As so ci at es
In c.
a nd sh al l n ot b e co pi ed w ith ou t t he w rit te n au th or iz at io n of
Fo rs gr en
A ss oc ia te s
In c.
PAGE NO:
DATE:
SHEET NO:
PR
O
JE
C
T N
O
P:
\2
- R ed fis h La ke T o St an le y Tr ai l\C
AD
D
\C on st ru ct io n D ra w in gs
\S P
P C
-0
_C -0
.d w g
6/ 8/
:1
AM
S
LA
R R
O N
D O
S
O U
T H
T
H S
T R
E E
T
B O
IS
E
ID
PH
: 2
.3
.3
: 2
.3
.0
OF _
MAY 2020
R
ED
FI
SH
L
AK
E
TO
S
TA
N
LE
Y
TR
AI
L
C U
ST
ER
C O
U N
TY
, I
D
AH
O
SE
R
VI
C
ES
, L
LC
SR
Y
SS
L
SS
L
R B
H O
BB
LE
C R
EE
K
C-012
ST
A
2+
1+
.0
PL
A N
A N
D P
R O
FI
LE
PLAN
SCALE: 1" = 100'
SCALE IN FEET
100 50 100
PROFILE
HORIZONTAL SCALE: 1" = 100'
SCALE IN FEET
20 10 20
VERTICAL SCALE: 1" = 20'
N
SCALE: 1" = 100'
KEY NOTES
FINISHED GRADE
EXISTING GRADE
FILL LINE
CUT LINE
SURVEY CONTROL
POINT
LEGEND
STATION EQUATION LOCATED AT:
N: 920991.68
E: 1396190.81
M
AT
C H
L
IN
E
- S
TA
+0
SH-75
STANDARD TRAIL TYPICAL SECTION
WITH RIGHT DRAINING CROSS SLOPE
FROM STA 432+00 TO STA 441+46.05
REFER TO OTHER SHEETS FOR TRAIL
DESIGN NORTH OF STATION EQUATION
GENERAL NOTES
1. CONTRACTOR TO RETAIN AND
PROTECT ALL SURVEY MONUMENTS. IF
SURVEY MONUMENTS ARE DISTURBED,
MONUMENTS TO BE RESET BY IDAHO
LICENSED PLS. SEE SHEET C-014
SURVEY CONTROL FOR SURVEY
NOTES AND SURVEY INFORMATION.
2. CONTRACTOR TO RETAIN AND
PROTECT ALL UTILITIES. CALL DIGLINE
(811) TO LOCATE UTILITIES PRIOR TO
G B=
+0
3.
EL
EV
=6
2.
G B=
+4
3.
EL
EV
=6
2.
G B=
+7
1.
EL
EV
=6
2.
G B=
+9
4.
EL
EV
=6
2.
G B=
+3
5.
EL
EV
=6
4.
G B=
+5
9.
EL
EV
=6
4.
G B=
+7
5.
EL
EV
=6
4.
G B=
+0
3.
EL
EV
=6
4.
G B=
+2
5.
EL
EV
=6
5.
G B=
+4
7.
EL
EV
=6
4.
GB=12+62.43
ELEV=6405.33
G B=
+7
0.
EL
EV
=6
5.
-0.80% -0.38% 0.17% 4.85% 1.60% -1.84% -4.15%
3.35% 0.98% 1.36%
-1.27% 2.31%
0.07%
10+00
.5
11+00
.8
.8
12+00
.2
.7
12+70.09
.3
.3
390+00
1+
2+
10+00 11+00 12+00
+7
CP 527
CP 525
L1
BP
STA: 10+00.00
EP
STA: 12+70.09
PC
STA: 11+08.61
PC ST
A:
1+
.6
PT ST
A:
1+
.0
PTSTA: 12+56.34
C1 L2 C2
L3
ALIGNMENT LINE TABLE
LINE #
L1
L2
L3
LENGTH
108.61
76.67
13.76
DIRECTION
N77°32'03"E
N81°46'02"E
N33°07'47"E
ALIGNMENT CURVE TABLE
CURVE #
C1
C2
RADIUS
100.00
75.00
LENGTH
7.39
63.67
DELTA
004.23
048.64
CHORD DIRECTION
N79°39'02"E
N57°26'54"E
C-013
ST
A
+0
- 1
2+
PL
A
N A
N D
P R
O
FI
LE
PLAN
SCALE: 1" = 50'
SCALE IN FEET
50 25 50
PROFILE
HORIZONTAL SCALE: 1" = 50'
SCALE IN FEET
10 5 10
VERTICAL SCALE: 1" = 10'
N
SCALE: 1" = 50'
KEY NOTES
FINISHED GRADE
EXISTING GRADE
FILL LINE
CUT LINE
LEGEND
FOREST SERVICE TIE-IN TRAIL TO
MATCH FINISH GRADE OF MAIN TRAIL.
STANDARD TRAIL TYPICAL SECTION
WITH RIGHT DRAINING CROSS SLOPE
FROM STA 10+00 TO STA 11+35.1
MATCH TRAIL TO GRADE OF ROADWAY
AT STA 11+35.1
MATCH TRAIL TO GRADE OF ROADWAY
AT STA 11+59.90
STANDARD TRAIL TYPICAL SECTION
WITH RIGHT DRAINING CROSS SLOPE
FROM STA 11+59.90 TO STA 12+70.09
TRAIL FINISH GRADE TO MATCH FINISH
GRADE OF EXISTING SIDEWALK
CONCRETE.
Q A/
Q C
D
ES
IG
N
ED
D R
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AP
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D N
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BY
Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pr op er ty o f F or sg re n As so ci at es
In c.
a nd sh al l n ot b e co pi ed w ith ou t t he w rit te n au th or iz at io n of
Fo rs gr en
A ss oc ia te s
In c.
PAGE NO:
DATE:
SHEET NO:
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- R ed fis h La ke T o St an le y Tr ai l\C
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AM
S
LA
R
R O
N D
O
S
O U
T H
T
H S
T R
E E
T
B O
IS
E
ID
PH
: 2
.3
.3
: 2
.3
.0
OF _
MAY 2020
R
ED
FI
SH
L
AK
E
TO
S
TA
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TR
AI
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C U
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SS
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BB
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C R
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2 3 4
MAIN TRAIL ALIGNMENT
STA 391+00.91 =
FOREST SERVICE TIE-IN
TRAIL ALIGNMENT
STA 10+00.00
N: 916268.97 E: 1397278.50
GENERAL NOTES
1. CONTRACTOR TO RETAIN AND
PROTECT ALL SURVEY MONUMENTS. IF
SURVEY MONUMENTS ARE DISTURBED,
MONUMENTS TO BE RESET BY IDAHO
LICENSED PLS. SEE SHEET C-014
SURVEY CONTROL FOR SURVEY
NOTES AND SURVEY INFORMATION.
2. CONTRACTOR TO RETAIN AND
PROTECT ALL UTILITIES. CALL DIGLINE
(811) TO LOCATE UTILITIES PRIOR TO
C-014
SU
R
VE
Y
C O
N
TR
O L
Q A/
Q C
D
ES
IG
N
ED
D R
AW
N
AP
PR
O
VE
D N
O
R
EV
IS
IO
N S
D
AT
E
BY
Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pr op er ty o f F or sg re n As so ci at es
In c.
a nd sh al l n ot b e co pi ed w ith ou t t he w rit te n au th or iz at io n of
Fo rs gr en
A ss oc ia te s
In c.
PAGE NO:
DATE:
SHEET NO:
PR
O
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C
T N
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P:
\2
- R ed fis h La ke T o St an le y Tr ai l\C
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\S P
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.d w g 6/
8/
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AM
S
LA
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R O
N D
O
S
O U
T H
T
H S
T R
E E
T
B O
IS
E
ID
PH
: 2
.3
.3
: 2
.3
.0
OF _
MAY 2020
R
ED
FI
SH
L
AK
E
TO
S
TA
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LE
Y
TR
AI
L
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ST
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C O
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, I
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PT NO. NORTHING EASTING ELEVATION DESCRIPTION
501 912070.984 1404000.784 6492.778 CP 501 GCP
503 912156.857 1404081.935 6493.178 CP 502 GCP
504 913245.449 1403672.11 6482.82 CP 504GCP
505 913312.472 1403257.681 6477.743 CP 505GCP
506 913561.266 1402825.806 6479.177 CP 506 GCP
507 914028.092 1402590.819 6463.11 CP 507 GCP
508 914275.142 1402181.163 6491.712 CP 508 GCP
509 914363.604 1401928.803 6482.152 CP 509 GCP
510 914384.053 1402019.093 6483.948 CP 510 GCP
511 914445.802 1401436.038 6445.988 CP 511 GCP
512 914587.323 1400910.793 6425.329 CP 512 GCP
513 914645.466 1400349.09 6417.874 CP 513 GCP
514 914577.071 1399827.353 6412.661 CP 514 GCP
515 914388.51 1399328.768 6409.797 CP 515 GCP
516 914501.442 1398827.257 6410.666 CP 516 GCP
517 914418.258 1398781.815 6424.795 CP 517 GCP
518 914652.002 1398343.567 6414.144 CP 518 GCP
519 914593.113 1398454.358 6414.961 CP 519 GCP
520 914950.616 1398515.047 6405.204 CP 520 GCP
521 914953.945 1398411.774 6402.926 CP 521 GCP
522 914798.875 1398444.912 6407.247 CP 522 GCP
523 915082.428 1397988.152 6408.816 CP 523 GCP
524 915680.475 1397738.31 6413.109 CP 524 GCP
525 916212.748 1397304.073 6403.032 CP 525 GCP
526 916300.266 1397273.566 6401.982 CP 526 GCP
527 916308.148 1397379.906 6401.578 CP 527 GCP
528 916386.349 1397499.916 6404.959 CP 528 GCP
529 916324.959 1397549.292 6405.26 CP 529 GCP
530 916895.016 1397057.64 6394.564 CP 530 GCP
531 917534.017 1397071.757 6386.669 CP 531 GCP
PT NO. NORTHING EASTING ELEVATION DESCRIPTION
532 918129.761 1397066.82 6380.097 CP 532 GCP
533 918612.388 1396859.973 6363.656 CP 533 GCP
534 919257.488 1396646.45 6346.987 CP 534 GCP
535 919936.94 1396383.943 6338.633 CP 535 GCP
536 919961.057 1396464.367 6338.415 CP 536 GCP
537 920595.652 1396281.205 6328.011 CP 537 GCP
538 921128.257 1396189.64 6320.875 CP 538 GCP
539 921095.055 1396123.318 6322.195 CP 539 GCP
540 921386.779 1395875.395 6324.32 CP 540 GCP
541 921833.074 1395515.639 6360.435 CP 541 GCP
542 922508.777 1395383.96 6358.537 CP 542 GCP
543 922829.861 1395085.006 6350.32 CP 543 GCP
544 922764.169 1395067.686 6354.829 CP 544 GCP
545 923159.356 1394438.788 6370.014 CP 545 GCP
546 923644.415 1394425.752 6407.243 CP 546 GCP
547 924144.218 1394835.581 6414.266 CP 547 GCP
548 924751.984 1394998.945 6406.014 CP 548 GCP
549 924847.188 1394545.161 6408.335 CP 549 GCP
550 925236.991 1394554.18 6407.772 CP 550 GCP
551 925565.297 1394541.885 6407.204 CP 551 GCP
552 925569.461 1394465.832 6407.12 CP 552 GCP
553 928683.126 1394625.645 6376.974 CP 553 GCP
554 928715.592 1394533.757 6372.56 CP 554 GCP
555 928173.27 1394518.729 6381.701 CP 555 GCP
556 927117.793 1394688.566 6390.069 CP 556 GCP
557 926492.05 1394735.11 6399.656 CP 557 GCP
558 926057.486 1394534.248 6403.631 CP 558 GCP
559 927579.769 1394434.386 6389.287 CP 559 GCP
560 912699.09 1403966.943 6494.841 CP 503 GCP
SURVEY NOTES
1. SURVEY PROVIDED BY DOUG BERGEY (IDAHO
PLS# 5710) OF FORSGREN ASSOCIATES AND
MAPPING BY AEROTAS.
2. HORIZONTAL DATUM IS NAD 83(2011) EPOCH
2010 PROJECTED TO IDAHO STATE PLANE
COORDINATE SYSTEM, IDAHO CENTRAL (1102).
VERTICAL DATUM IS NAD88 COMPUTED USING
GEOID 12B. CP 500 LATITUDE IS
N44°10'52.98963" LONGITUDE IS
W114°55'45.58390". COMBINED FACTOR IS
.99971237 AT DP 500. COORDINATES ARE
GROUND, US FEET
Redfish Lake to Stanley Trail Southern Trail Section - Sta. 300+05 to Sta 441+46 - Quantity Justification Includes Forest Service Building Tie-In Trail - Sta 10+03 to Sta 12+70
Quantities prepared using AutoCAD Civil 3D Volume Comparisons using Average End Area Method
Unclassified Borrow for Standard Trail Sections
* Denotes Cut and Fill from Existing Ground to Trail Bed Prep (Bottom of Surface Course)
Section # Sta. Begin Sta. End Cut* (CY) Fill* (CY) Area of Disturbance (SF)
Anticipated Average Depth of Topsoil Removal Below
Existing Ground (FT)
Additional Fill Required due to Top Soil Removal
(CY)
1 300+05 323+29 60.8 77.3 21544 0.16 127.7 2 323+29 336+30 970.8 336.5 17752 0.16 105.2 3 336+30 386+94 224.3 250.6 50618.6 0.16 300.0 4 387+20 402+07 17.9 47.7 13478.9 0.16 79.9 5 402+29 441+46 81.7 101.8 36183.5 0.16 214.4 6 10+03 12+70 12.64 18.46 2568 0.16 15.2
Note:
For Section 2, Fill from Sta 323+29 to Sta 336+30 Volume comparison was from Finish Grade Surface to Existing Surface (which includes trail surface course). Trail Surface course material needs to be removed from calculation. Length is 1301 ft. Width is 6.5 ft. Depth is 0.5 ft.
Volume to be removed from Section 2 Fill: 4228.25 CF
156.6 CY
Note:
For Section 2, Area of Disturbance does not include cut slope areas because cut slopes will not receive unclassified borrow placement.
Fill 1518.1 CY
Volume of Total Unclassified Borrow Required (Sum of Fill Column plus Sum of Additional Fill Column and subtract Volume to be removed from Section 2)
Cut/Fill Report
Generated: 2020-06-08 10:55:01
By user: slarrondo
Drawing:
P:\219082 - Redfish Lake to Stanley Trail\CADD\Design\P:\219082 - Redfish Lake to Stanley Trail\CADD\Design\219082-3D- CorridorAndSufaceSouthern.dwg
Volume Summary
Name Type Cut
Factor Fill
Factor 2d Area (Sq. Ft.)
Cut (Cu. Yd.)
Fill (Cu. Yd.)
Net (Cu. Yd.)
Forest Service Tie In Trail Bed Prep to Existing Surface full 1.00 1.00 2567.71 12.64 18.46 5.82<Fill>
10+07 to 12+70 bounded 1.00 1.00 2567.71 12.64 18.46 5.82<Fill>
Top of Trail Bed Prep to Existing Surface full 1.00 1.00 150958.93 1359.08 1059.87 299.21<Cut>
300+05 to 323+29 bounded 1.00 1.00 21543.95 60.86 77.28 16.42<Fill>
323+29 to 336+30 bounded 1.00 1.00 17752.47 317.18 336.21 19.02<Fill>
336+30 to 386+94 bounded 1.00 1.00 50618.57 224.34 250.58 26.23<Fill>
6/8/2020file:///C:/Users/slarrondo/AppData/Local/Temp/CutFillReport.xml slarrondo Rectangle Forest Service Tie In Trail Bed Prep to Existing Surface full 1.00 1.00 2567.71 12.64 18.46 5.82<Fill> slarrondo Rectangle Top of Trail Bed Prep to Existing Surface full 1.00 1.00 150958.93 1359.08 1059.87 299.21<Cut>
387+20 to 402+07 bounded 1.00 1.00 13478.90 17.87 47.67 29.80<Fill>
402+29 to 441+46 bounded 1.00 1.00 36183.46 81.65 101.78 20.13<Fill>
Totals
2d Area (Sq. Ft.)
Cut (Cu. Yd.)
Fill (Cu. Yd.)
Net (Cu. Yd.)
Total 295671.71 2086.27 1910.31 175.97<Cut>
* Value adjusted by cut or fill factor other than 1.0
6/8/2020file:///C:/Users/slarrondo/AppData/Local/Temp/CutFillReport.xml slarrondo Rectangle Totals 2d Area (Sq. Ft.)
Cut (Cu. Yd.)
Fill (Cu. Yd.)
Net (Cu. Yd.)
Total 295671.71 2086.27 1910.31 175.97<Cut>
Corridor Slope Stake Report
Client: Prepared by:
Client Preparer
Client Company Your Company Name
Address 1 123 Main Street Date: 6/5/2020 4:29:08 PM
Corridor Name: Southern Redfish to Stanley Description:
Base Alignment Name: Southern Alignment - Redfish Lk to Stanley Trail Sample Line Group Name: Southern Redfish to Stanley 2 Link Code Name: Top Station Range: Start: 300+00.00, End: 441+45.06
Southern Alignment - Redfish Lk to Stanley Trail
Station: 300+20.00
F1.46 Daylight Daylight_Sub ETW CL Crown ETW Daylight_Sub Daylight F0.07
@2.19 -6.38' -4.19' -3.25' 0.00' 0.00' 3.25' 4.31' 4.41' @0.10
1:-0.67 6,490.33' 6,491.79' 6,492.26' 6,492.16' 6,492.16' 6,492.07' 6,491.53' 6,491.47' 1:-0.67
1:-0.67 1:-0.50 -3.00 % 1:-0.50 1:-0.67
Southern Alignment - Redfish Lk to Stanley Trail
Station: 300+40.00
F0.46 Daylight Daylight_Sub ETW CL Crown ETW Daylight_Sub Daylight C0.09
@0.69 -4.89' -4.19' -3.25' 0.00' 0.00' 3.25' 4.31' 4.45' @0.14
1:-0.67 6,491.50' 6,491.96' 6,492.43' 6,492.33' 6,492.33' 6,492.24' 6,491.71' 6,491.80' 1:0.67
1:-0.67 1:-0.50 -3.00 % 1:-0.50 1:0.67 slarrondo Text Box From Sta. 300+05 to Sta 335+50 Clearing Limits to be 2 Ft outside of Fill/Cut Catch Daylight
Southern Alignment - Redfish Lk to Stanley Trail
Station: 300+60.00
F0.30 Daylight Daylight_Sub ETW CL Crown ETW Daylight_Sub Daylight C0.11
@0.45 -4.64' -4.19' -3.25' 0.00' 0.00' 3.25' 4.31' 4.48' @0.17
1:-0.67 6,491.92' 6,492.22' 6,492.69' 6,492.59' 6,492.59' 6,492.49' 6,491.96' 6,492.07' 1:0.67
1:-0.67 1:-0.50 -3.00 % 1:-0.50 1:0.67
Southern Alignment - Redfish Lk to Stanley Trail
Station: 300+80.00
F0.14 Daylight Daylight_Sub ETW CL Crown ETW Daylight_Sub Daylight C0.28
@0.21 -4.40' -4.19' -3.25' 0.00' 0.00' 3.25' 4.31' 4.73' @0.42
1:-0.67 6,492.60' 6,492.74' 6,493.22' 6,493.12' 6,493.12' 6,493.02' 6,492.49' 6,492.77' 1:0.67
1:-0.67 1:-0.50 -3.00 % 1:-0.50 1:0.67
Southern Alignment - Redfish Lk to Stanley Trail
Station: 300+94.80
F0.16 Daylight Daylight_Sub ETW CL Crown ETW Daylight_Sub Daylight C0.35
@0.23 -4.43' -4.19' -3.25' 0.00' 0.00' 3.25' 4.31' 4.84' @0.52
1:-0.67 6,492.98' 6,493.14' 6,493.61' 6,493.51' 6,493.51' 6,493.41' 6,492.88' 6,493.23' 1:0.67
1:-0.67 1:-0.50 -3.00 % 1:-0.50 1:0.67
Station: 301+00.00
F0.17 Daylight Daylight_Sub ETW CL Crown ETW Daylight_Sub Daylight C0.33
@0.26 -4.45' -4.19' -3.25' 0.00' 0.00' 3.25' 4.31' 4.81' @0.49
1:-0.67 6,493.10' 6,493.27' 6,493.75' 6,493.65' 6,493.65' 6,493.55' 6,493.02' 6,493.35' 1:0.67
1:-0.67 1:-0.50 -3.00 % 1:-0.50 1:0.67
Southern Alignment - Redfish Lk to Stanley Trail
Station: 301+20.00
F0.28 Daylight Daylight_Sub ETW CL Crown ETW Daylight_Sub Daylight C0.15
@0.41 -4.61' -4.19' -3.25' 0.00' 0.00' 3.25' 4.31' 4.54' @0.23
1:-0.67 6,493.52' 6,493.80' 6,494.27' 6,494.17' 6,494.17' 6,494.08' 6,493.54' 6,493.70' 1:0.67
1:-0.67 1:-0.50 -3.00 % 1:-0.50 1:0.67
Southern Alignment - Redfish Lk to Stanley Trail
Station: 301+40.00
F0.30 Daylight Daylight_Sub ETW CL Crown ETW Daylight_Sub Daylight C0.08
@0.44 -4.64' -4.19' -3.25' 0.00' 0.00' 3.25' 4.31' 4.44' @0.12
1:-0.67 6,494.01' 6,494.31' 6,494.78' 6,494.68' 6,494.68' 6,494.58' 6,494.05' 6,494.13' 1:0.67
Station: 301+44.17
F0.29 Daylight Daylight_Sub ETW CL Crown ETW Daylight_Sub Daylight C0.07
@0.44 -4.63' -4.19' -3.25' 0.00' 0.00' 3.25' 4.31' 4.42' @0.11
1:-0.67 6,494.12' 6,494.41' 6,494.88' 6,494.78' 6,494.78' 6,494.69' 6,494.16' 6,494.23' 1:0.67
1:-0.67 1:-0.50 -3.00 % 1:-0.50 1:0.67
Southern Alignment - Redfish Lk to Stanley Trail
Station: 301+60.00
F0.23 Daylight Daylight_Sub ETW CL Crown ETW Daylight_Sub Daylight C0.15
@0.34 -4.53' -4.19' -3.25' 0.00' 0.00' 3.25' 4.31' 4.53' @0.22
1:-0.67 6,494.59' 6,494.81' 6,495.28' 6,495.18' 6,495.18' 6,495.09' 6,494.56' 6,494.70' 1:0.67
1:-0.67 1:-0.50 -3.00 % 1:-0.50 1:0.67
Southern Alignment - Redfish Lk to Stanley Trail
Station: 301+80.00
F0.09 Daylight Daylight_Sub ETW CL Crown ETW Daylight_Sub Daylight C0.20
@0.14 -4.33' -4.19' -3.25' 0.00' 0.00' 3.25' 4.31' 4.62' @0.31
1:-0.67 6,495.22' 6,495.32' 6,495.79' 6,495.69' 6,495.69' 6,495.59' 6,495.06' 6,495.26' 1:0.67
Station: 301+93.53
C0.01 Daylight Daylight_Sub ETW CL Crown ETW Daylight_Sub Daylight C0.26
@0.02 -4.21' -4.19' -3.25' 0.00' 0.00' 3.25' 4.31' 4.70' @0.38
This is the start of the file's text. The full file is on GovTribe.
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