HCS-059 Rockery design revised 6-30-20.pdf
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X This is acceptance for design of trail and Rockery only. The designs for culverts, water control, and Protection Mats need to be submitted.
By Email 07-02-2020
B H Dredge 6-30-2020
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
=3
+9 9.
E
LE
V
=6
1.
G B
=3
+7 8.
E
LE
V
=6
3.
GB=330+80.42
ELEV=6488.91
G B
=3
+4 6.
E
LE
V
=6
3.
G B
=3
+2 4.
E
LE
V
=6
2.
G B
=3
+1 8.
E
LE
V
=6
2.
G B
=3
+8 1.
E
LE
V
=6
9.
GB=327+93.17
ELEV=6501.85
G B
=3
+5 1.
E
LE
V
=6
8.
G B
=3
+4 7.
E
LE
V
=6
3.
G B
=3
+7 6.
E
LE
V
=6
2.
G B
=3
+4 1.
E
LE
V
=6
7.
GB=330+42.82
ELEV=6489.07
G B
=3
+8 9.
E
LE
V
=6
2.
GB=332+65.21
ELEV=6482.62
GB=332+77.47
ELEV=6482.85
G B
=3
+0 0.
E
LE
V
=6
2.
G B
=3
+4 5.
E
LE
V
=6
8.
G B
=3
+4 0.
E
LE
V
=6
2.
33 G B
=3
+1 4.
E
LE
V
=6
4.
GB=325+00.32
ELEV=6486.84
GB=325+06.68
ELEV=6487.03
G B
=3
+1 9.
E
LE
V
=6
7.
G B
=3
+6 2.
E
LE
V
=6
1.
G B
=3
+2 6.
E
LE
V
=6
4.
G B
=3
+1 9.
E
LE
V
=6
2.
GB=334+24.58
ELEV=6472.40
GB=330+51.83
ELEV=6488.75
G B
=3
+7 0.
E
LE
V
=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 E
S
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D
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P R
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PAGE NO:
DATE:
SHEET NO:
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PL
A
N A
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P R
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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.
Redfish Lake to Stanley Trail - Quantity Justification Rockery Section - Sta. 323+99.8 to Sta 327+25 Rockery Section - Sta. 333+10 to Sta 334+10
Quantities based on Slope Staking Report from Civil3D showing exposed height of Rockery
Rockery Section - Sta. 323+99.8 to Sta 327+25
Sta.
Top of Wall Elevation
Bottom of Exposed Wall Elevation
Bottom of Wall Elevation *
Pay Height of Wall Segment (FT) Length of Segment (FT)
Area of Pay Quantity of Wall Segments Using Average End area Method (SF)
324+00 6479.87 6474.37 6471.37 8.50 324+20 6480.61 6475.15 6472.15 8.46 20.00 169.6 324+40 6482.10 6476.71 6473.71 8.39 20.00 168.5 324+60 6483.61 6478.15 6475.15 8.46 20.00 168.5 324+80 6485.12 6479.92 6476.92 8.20 20.00 166.6 325+00 6486.64 6480.79 6477.79 8.85 20.00 170.5 325+20 6487.52 6481.91 6478.91 8.61 20.00 174.6 325+40 6489.18 6483.47 6480.47 8.71 20.00 173.2 325+60 6490.85 6485.34 6482.34 8.51 20.00 172.2 325+80 6492.30 6486.83 6483.83 8.47 20.00 169.8 326+00 6493.74 6488.53 6485.53 8.21 20.00 166.8 326+20 6495.18 6489.59 6486.59 8.59 20.00 168 326+40 6496.65 6491.15 6488.15 8.50 20.00 170.9 326+60 6498.12 6492.62 6489.62 8.50 20.00 170 326+80 6499.59 6494.34 6491.34 8.25 20.00 167.5 327+00 6501.03 6495.95 6492.95 8.08 20.00 163.3 327+20 6501.75 6497.97 6494.97 6.78 20.00 148.6 327+25 6501.95 6498.55 6495.55 6.40 5.00 32.95
Total 2721.55 SF
Rockery Section - Sta. 333+10 to Sta 334+10
Sta.
Top of Wall Elevation
Bottom of Exposed Wall Elevation
Bottom of Wall Elevation *
Pay Height of Wall Segment (FT) Length of Segment (FT)
Area of Pay Quantity of Wall Segments Using Average End area Method (SF)
333+10 6481.33 6478.31 6475.31 6.02 333+30 6479.71 6476.14 6473.14 6.57 20.00 125.9 333+50 6478.08 6473.73 6470.73 7.35 20.00 139.2 333+70 6476.43 6471.22 6468.22 8.21 20.00 155.6 333+90 6474.77 6469.40 6466.40 8.37 20.00 165.8 334+10 6473.12 6469.69 6466.69 6.43 20.00 148
Total 734.5 SF
Total Combined Walls 3456.05 SF Note:
Bottom of Wall Elevation is 3 Ft bottom of Exposed Wall Elevation. Pay quantity of Wall is from Top of Wall Elvation to Bottom of Wall Elevation
Corridor Slope Stake Report
Client: Prepared by:
Client Preparer
Client Company Your Company Name
Address 1 123 Main Street Date: 6/5/2020 3:42:32 PM
Corridor Name: Southern Redfish to Stanley Description:
Base Alignment Name: Southern Alignment - Redfish Lk to Stanley Trail Sample Line Group Name: Redfish Rockery 1 Link Code Name: Top Station Range: Start: 324+00.00, End: 327+25.00
Southern Alignment - Redfish Lk to Stanley Trail
Station: 324+00.00
C10.59 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F4.59
@15.88 -21.88' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.02' @1.52
1:0.67 6,490.07' 6,479.48' 6,479.40' 6,479.30' 6,479.30' 6,479.20' 6,479.12' 6,479.12' 6,474.53' 1:-3.03
1:0.67 3.00 % -3.00 % -3.00 % 0.00 % 1:-3.03
Southern Alignment - Redfish Lk to Stanley Trail
Station: 324+10.00
C15.70 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.50
@23.56 -29.56' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.31' @1.81
1:0.67 6,495.93' 6,480.23' 6,480.14' 6,480.05' 6,480.05' 6,479.95' 6,479.87' 6,479.87' 6,474.37' 1:-3.03
Station: 324+20.00
C17.95 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.46
@26.93 -32.93' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.30' @1.80
1:0.67 6,498.93' 6,480.97' 6,480.89' 6,480.79' 6,480.79' 6,480.69' 6,480.61' 6,480.61' 6,475.15' 1:-3.03
Station: 324+30.00
C17.81 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.35
@26.71 -32.71' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.26' @1.76
1:0.67 6,499.52' 6,481.72' 6,481.63' 6,481.54' 6,481.54' 6,481.44' 6,481.36' 6,481.36' 6,476.01' 1:-3.03
Station: 324+30.74
C17.69 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.35
@26.54 -32.54' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.27' @1.77
1:0.67 6,499.46' 6,481.77' 6,481.69' 6,481.59' 6,481.59' 6,481.49' 6,481.41' 6,481.41' 6,476.06' 1:-3.03
Station: 324+40.00
C16.10 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.39
@24.15 -30.15' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.28' @1.78
1:0.67 6,498.56' 6,482.46' 6,482.38' 6,482.28' 6,482.28' 6,482.18' 6,482.10' 6,482.10' 6,476.71' 1:-3.03
Station: 324+50.00
C19.88 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.49
@29.81 -35.81' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.31' @1.81
1:0.67 6,503.09' 6,483.22' 6,483.13' 6,483.04' 6,483.04' 6,482.94' 6,482.86' 6,482.86' 6,477.37' 1:-3.03
Station: 324+60.00
C20.50 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.46
@30.75 -36.75' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.30' @1.80
1:0.67 6,504.47' 6,483.97' 6,483.89' 6,483.79' 6,483.79' 6,483.69' 6,483.61' 6,483.61' 6,478.15' 1:-3.03
Station: 324+62.88
C20.15 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.47
@30.22 -36.22' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.31' @1.81
1:0.67 6,504.34' 6,484.19' 6,484.11' 6,484.01' 6,484.01' 6,483.91' 6,483.83' 6,483.83' 6,478.35' 1:-3.03
Station: 324+66.67
C18.98 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.37
@28.47 -34.47' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.27' @1.77
1:0.67 6,503.46' 6,484.48' 6,484.39' 6,484.30' 6,484.30' 6,484.20' 6,484.12' 6,484.12' 6,478.75' 1:-3.03
Station: 324+70.00
C17.96 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.15
@26.93 -32.93' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.20' @1.70
1:0.67 6,502.68' 6,484.73' 6,484.65' 6,484.55' 6,484.55' 6,484.45' 6,484.37' 6,484.37' 6,479.22' 1:-3.03
Station: 324+70.47
C17.81 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.11
@26.72 -32.72' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.19' @1.69
1:0.67 6,502.58' 6,484.76' 6,484.68' 6,484.58' 6,484.58' 6,484.49' 6,484.40' 6,484.40' 6,479.29' 1:-3.03
Station: 324+80.00
C20.15 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.21
@30.23 -36.23' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.22' @1.72
1:0.67 6,505.64' 6,485.48' 6,485.40' 6,485.30' 6,485.30' 6,485.21' 6,485.12' 6,485.12' 6,479.92' 1:-3.03
Station: 324+90.00
C23.11 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.64
@34.66 -40.66' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.36' @1.86
1:0.67 6,509.35' 6,486.24' 6,486.16' 6,486.06' 6,486.06' 6,485.96' 6,485.88' 6,485.88' 6,480.24' 1:-3.03
Station: 325+00.00
C20.18 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.85
@30.27 -36.27' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.43' @1.93
1:0.67 6,507.18' 6,487.00' 6,486.91' 6,486.82' 6,486.82' 6,486.72' 6,486.64' 6,486.64' 6,480.79' 1:-3.03
Station: 325+10.00
C20.68 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.67
@31.01 -37.01' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.37' @1.87
1:0.67 6,508.05' 6,487.37' 6,487.29' 6,487.19' 6,487.19' 6,487.09' 6,487.01' 6,487.01' 6,481.34' 1:-3.03
Station: 325+12.18
C21.91 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.61
@32.87 -38.87' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.35' @1.85
1:0.67 6,509.39' 6,487.48' 6,487.40' 6,487.30' 6,487.30' 6,487.20' 6,487.12' 6,487.12' 6,481.51' 1:-3.03
Station: 325+20.00
C22.54 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.61
@33.81 -39.81' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.35' @1.85
1:0.67 6,510.42' 6,487.88' 6,487.80' 6,487.70' 6,487.70' 6,487.60' 6,487.52' 6,487.52' 6,481.91' 1:-3.03
Station: 325+21.66
C22.19 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.70
@33.28 -39.28' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.38' @1.88
1:0.67 6,510.21' 6,488.02' 6,487.94' 6,487.84' 6,487.84' 6,487.74' 6,487.66' 6,487.66' 6,481.95' 1:-3.03
Station: 325+30.00
C21.07 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.87
@31.60 -37.60' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.44' @1.94
1:0.67 6,509.78' 6,488.71' 6,488.63' 6,488.53' 6,488.53' 6,488.43' 6,488.35' 6,488.35' 6,482.48' 1:-3.03
Station: 325+31.13
C21.00 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.85
@31.50 -37.50' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.43' @1.93
1:0.67 6,509.80' 6,488.81' 6,488.72' 6,488.63' 6,488.63' 6,488.53' 6,488.45' 6,488.45' 6,482.60' 1:-3.03
Station: 325+40.00
C20.05 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.72
@30.07 -36.07' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.39' @1.89
1:0.67 6,509.59' 6,489.54' 6,489.46' 6,489.36' 6,489.36' 6,489.27' 6,489.18' 6,489.18' 6,483.47' 1:-3.03
Station: 325+50.00
C18.42 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.57
@27.63 -33.63' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.34' @1.84
1:0.67 6,508.80' 6,490.38' 6,490.29' 6,490.20' 6,490.20' 6,490.10' 6,490.02' 6,490.02' 6,484.44' 1:-3.03
Station: 325+60.00
C18.50 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.51
@27.75 -33.75' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.32' @1.82
1:0.67 6,509.70' 6,491.21' 6,491.12' 6,491.03' 6,491.03' 6,490.93' 6,490.85' 6,490.85' 6,485.34' 1:-3.03
Station: 325+70.00
C18.82 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.50
@28.23 -34.23' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.32' @1.82
1:0.67 6,510.77' 6,491.95' 6,491.87' 6,491.77' 6,491.77' 6,491.67' 6,491.59' 6,491.59' 6,486.08' 1:-3.03
Station: 325+80.00
C16.99 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.47
@25.48 -31.48' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.31' @1.81
1:0.67 6,509.65' 6,492.66' 6,492.58' 6,492.48' 6,492.48' 6,492.39' 6,492.30' 6,492.30' 6,486.83' 1:-3.03
Station: 325+84.10
C16.17 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.37
@24.25 -30.25' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.27' @1.77
1:0.67 6,509.13' 6,492.96' 6,492.88' 6,492.78' 6,492.78' 6,492.68' 6,492.60' 6,492.60' 6,487.23' 1:-3.03
Station: 325+84.95
C16.00 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.34
@24.00 -30.00' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.26' @1.76
1:0.67 6,509.02' 6,493.02' 6,492.94' 6,492.84' 6,492.84' 6,492.74' 6,492.66' 6,492.66' 6,487.32' 1:-3.03
Station: 325+85.79
C15.85 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.33
@23.77 -29.77' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.26' @1.76
1:0.67 6,508.92' 6,493.08' 6,493.00' 6,492.90' 6,492.90' 6,492.80' 6,492.72' 6,492.72' 6,487.39' 1:-3.03
Station: 325+90.00
C14.95 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.31
@22.42 -28.42' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.25' @1.75
1:0.67 6,508.33' 6,493.38' 6,493.30' 6,493.20' 6,493.20' 6,493.10' 6,493.02' 6,493.02' 6,487.71' 1:-3.03
Station: 326+00.00
C13.29 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.21
@19.94 -25.94' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.22' @1.72
1:0.67 6,507.39' 6,494.10' 6,494.01' 6,493.92' 6,493.92' 6,493.82' 6,493.74' 6,493.74' 6,488.53' 1:-3.03
Station: 326+10.00
C11.72 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.12
@17.57 -23.57' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.19' @1.69
1:0.67 6,506.53' 6,494.81' 6,494.73' 6,494.63' 6,494.63' 6,494.54' 6,494.45' 6,494.45' 6,489.34' 1:-3.03
Station: 326+20.00
C9.34 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.59
@14.01 -20.01' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.34' @1.84
1:0.67 6,504.88' 6,495.54' 6,495.46' 6,495.36' 6,495.36' 6,495.26' 6,495.18' 6,495.18' 6,489.59' 1:-3.03
Station: 326+22.25
C8.70 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.72
@13.05 -19.05' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.39' @1.89
1:0.67 6,504.40' 6,495.71' 6,495.62' 6,495.53' 6,495.53' 6,495.43' 6,495.35' 6,495.35' 6,489.62' 1:-3.03
Station: 326+27.37
C7.49 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.87
@11.23 -17.23' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.44' @1.94
1:0.67 6,503.57' 6,496.08' 6,496.00' 6,495.90' 6,495.90' 6,495.81' 6,495.72' 6,495.72' 6,489.85' 1:-3.03
Station: 326+30.00
C7.69 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.84
@11.54 -17.54' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.43' @1.93
1:0.67 6,503.97' 6,496.28' 6,496.19' 6,496.10' 6,496.10' 6,496.00' 6,495.92' 6,495.92' 6,490.08' 1:-3.03
Station: 326+32.50
C8.01 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.75
@12.02 -18.02' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.40' @1.90
1:0.67 6,504.47' 6,496.46' 6,496.38' 6,496.28' 6,496.28' 6,496.18' 6,496.10' 6,496.10' 6,490.35' 1:-3.03
Station: 326+40.00
C9.80 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.50
@14.70 -20.70' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.31' @1.81
1:0.67 6,506.81' 6,497.01' 6,496.93' 6,496.83' 6,496.83' 6,496.73' 6,496.65' 6,496.65' 6,491.15' 1:-3.03
Station: 326+50.00
C9.38 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.74
@14.07 -20.07' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.40' @1.90
1:0.67 6,507.13' 6,497.75' 6,497.66' 6,497.57' 6,497.57' 6,497.47' 6,497.39' 6,497.39' 6,491.64' 1:-3.03
Station: 326+60.00
C6.37 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.51
@9.56 -15.56' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.32' @1.82
1:0.67 6,504.85' 6,498.48' 6,498.40' 6,498.30' 6,498.30' 6,498.20' 6,498.12' 6,498.12' 6,492.62' 1:-3.03
Station: 326+70.00
C3.89 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.20
@5.83 -11.83' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.22' @1.72
1:0.67 6,503.11' 6,499.22' 6,499.13' 6,499.04' 6,499.04' 6,498.94' 6,498.86' 6,498.86' 6,493.66' 1:-3.03
1:0.67 3.00 % -3.00 % -3.00 % 0.00 % 1:-3.03
Southern Alignment - Redfish Lk to Stanley Trail
Station: 326+80.00
C3.21 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.26
@4.81 -10.81' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.24' @1.74
1:0.67 6,503.16' 6,499.95' 6,499.87' 6,499.77' 6,499.77' 6,499.68' 6,499.59' 6,499.59' 6,494.34' 1:-3.03
Station: 326+90.00
C1.82 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.32
@2.73 -8.73' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.25' @1.75
1:0.67 6,502.51' 6,500.69' 6,500.61' 6,500.51' 6,500.51' 6,500.41' 6,500.33' 6,500.33' 6,495.01' 1:-3.03
1:0.67 3.00 % -3.00 % -3.00 % 0.00 % 1:-3.03
Southern Alignment - Redfish Lk to Stanley Trail
Station: 327+00.00
C2.26 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.08
@3.39 -9.39' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.18' @1.68
1:0.67 6,503.65' 6,501.39' 6,501.31' 6,501.21' 6,501.21' 6,501.12' 6,501.03' 6,501.03' 6,495.95' 1:-3.03
Southern Alignment - Redfish Lk to Stanley Trail
Station: 327+10.00
C2.63 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F4.41
@3.94 -9.94' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 10.96' @1.46
1:0.67 6,504.38' 6,501.75' 6,501.67' 6,501.57' 6,501.57' 6,501.48' 6,501.39' 6,501.39' 6,496.98' 1:-3.03
1:0.67 3.00 % -3.00 % -3.00 % 0.00 % 1:-3.03
Southern Alignment - Redfish Lk to Stanley Trail
Station: 327+20.00
C2.13 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F3.78
@3.20 -9.20' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 10.75' @1.25
1:0.67 6,504.25' 6,502.11' 6,502.03' 6,501.93' 6,501.93' 6,501.84' 6,501.75' 6,501.75' 6,497.97' 1:-3.03
Station: 327+20.95
C2.09 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F3.73
@3.13 -9.13' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 10.73' @1.23
1:0.67 6,504.23' 6,502.15' 6,502.07' 6,501.97' 6,501.97' 6,501.87' 6,501.79' 6,501.79' 6,498.06' 1:-3.03
1:0.67 3.00 % -3.00 % -3.00 % 0.00 % 1:-3.03
Southern Alignment - Redfish Lk to Stanley Trail
Station: 327+25.00
C1.89 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F3.39
@2.83 -8.83' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 10.62' @1.12
1:0.67 6,504.19' 6,502.31' 6,502.23' 6,502.13' 6,502.13' 6,502.03' 6,501.95' 6,501.95' 6,498.55' 1:-3.03
Corridor Slope Stake Report
Client: Prepared by:
Client Preparer
Client Company Your Company Name
Address 1 123 Main Street Date: 6/5/2020 4:38:02 PM
Corridor Name: Southern Redfish to Stanley Description:
Base Alignment Name: Southern Alignment - Redfish Lk to Stanley Trail Sample Line Group Name: Redfish Rockery 222 Link Code Name: Top Station Range: Start: 333+10.00, End: 334+10.00
Southern Alignment - Redfish Lk to Stanley Trail
Station: 333+10.00
C3.33 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F3.02
@4.99 -10.99' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 10.50' @1.00
1:0.67 6,485.02' 6,481.69' 6,481.61' 6,481.51' 6,481.51' 6,481.42' 6,481.33' 6,481.33' 6,478.31' 1:-3.03
Station: 333+20.00
C4.66 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F3.39
@6.99 -12.99' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 10.62' @1.12
1:0.67 6,485.54' 6,480.88' 6,480.80' 6,480.70' 6,480.70' 6,480.60' 6,480.52' 6,480.52' 6,477.13' 1:-3.03
1:0.67 3.00 % -3.00 % -3.00 % 0.00 % 1:-3.03
Southern Alignment - Redfish Lk to Stanley Trail
Station: 333+20.83
C4.76 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F3.42
@7.14 -13.14' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 10.63' @1.13
1:0.67 6,485.57' 6,480.81' 6,480.73' 6,480.63' 6,480.63' 6,480.54' 6,480.45' 6,480.45' 6,477.03' 1:-3.03
Station: 333+30.00
C4.61 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F3.56
@6.91 -12.91' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 10.68' @1.18
1:0.67 6,484.67' 6,480.07' 6,479.99' 6,479.89' 6,479.89' 6,479.79' 6,479.71' 6,479.71' 6,476.14' 1:-3.03
1:0.67 3.00 % -3.00 % -3.00 % 0.00 % 1:-3.03
Southern Alignment - Redfish Lk to Stanley Trail
Station: 333+40.00
C3.70 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F3.80
@5.55 -11.55' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 10.75' @1.25
1:0.67 6,482.96' 6,479.26' 6,479.17' 6,479.08' 6,479.08' 6,478.98' 6,478.90' 6,478.90' 6,475.10' 1:-3.03
Station: 333+43.82
C3.35 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F3.89
@5.03 -11.03' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 10.78' @1.28
1:0.67 6,482.30' 6,478.95' 6,478.86' 6,478.77' 6,478.77' 6,478.67' 6,478.59' 6,478.59' 6,474.70' 1:-3.03
1:0.67 3.00 % -3.00 % -3.00 % 0.00 % 1:-3.03
Southern Alignment - Redfish Lk to Stanley Trail
Station: 333+48.84
C4.11 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F4.26
@6.17 -12.17' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 10.90' @1.40
1:0.67 6,482.65' 6,478.53' 6,478.45' 6,478.35' 6,478.35' 6,478.26' 6,478.17' 6,478.17' 6,473.92' 1:-3.03
Station: 333+50.00
C4.43 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F4.35
@6.64 -12.64' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 10.93' @1.43
1:0.67 6,482.87' 6,478.44' 6,478.35' 6,478.26' 6,478.26' 6,478.16' 6,478.08' 6,478.08' 6,473.73' 1:-3.03
1:0.67 3.00 % -3.00 % -3.00 % 0.00 % 1:-3.03
Southern Alignment - Redfish Lk to Stanley Trail
Station: 333+53.87
C5.47 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F4.48
@8.21 -14.21' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 10.98' @1.48
1:0.67 6,483.59' 6,478.12' 6,478.04' 6,477.94' 6,477.94' 6,477.84' 6,477.76' 6,477.76' 6,473.27' 1:-3.03
1:0.67 3.00 % -3.00 % -3.00 % 0.00 % 1:-3.03
Southern Alignment - Redfish Lk to Stanley Trail
Station: 333+60.00
C7.52 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F4.78
@11.28 -17.28' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.08' @1.58
1:0.67 6,485.13' 6,477.61' 6,477.53' 6,477.43' 6,477.43' 6,477.33' 6,477.25' 6,477.25' 6,472.47' 1:-3.03
Station: 333+70.00
C8.50 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.20
@12.75 -18.75' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.22' @1.72
1:0.67 6,485.28' 6,476.79' 6,476.70' 6,476.61' 6,476.61' 6,476.51' 6,476.43' 6,476.43' 6,471.22' 1:-3.03
Station: 333+80.00
C11.38 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.62
@17.07 -23.07' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.35' @1.85
1:0.67 6,487.34' 6,475.96' 6,475.88' 6,475.78' 6,475.78' 6,475.68' 6,475.60' 6,475.60' 6,469.98' 1:-3.03
Station: 333+90.00
C9.20 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F5.38
@13.80 -19.80' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.27' @1.77
1:0.67 6,484.33' 6,475.13' 6,475.05' 6,474.95' 6,474.95' 6,474.86' 6,474.77' 6,474.77' 6,469.40' 1:-3.03
Station: 334+00.00
C11.86 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F4.58
@17.79 -23.79' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 11.01' @1.51
1:0.67 6,486.17' 6,474.31' 6,474.22' 6,474.13' 6,474.13' 6,474.03' 6,473.95' 6,473.95' 6,469.37' 1:-3.03
Station: 334+02.02
C12.57 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F4.42
@18.85 -24.85' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 10.96' @1.46
1:0.67 6,486.71' 6,474.14' 6,474.06' 6,473.96' 6,473.96' 6,473.86' 6,473.78' 6,473.78' 6,469.36' 1:-3.03
Station: 334+10.00
C12.42 Daylight EPS ETW CL Crown ETW EPS EPS Daylight F3.43
@18.63 -24.63' -6.00' -3.25' 0.00' 0.00' 3.25' 6.00' 9.50' 10.63' @1.13
1:0.67 6,485.90' 6,473.48' 6,473.40' 6,473.30' 6,473.30' 6,473.20' 6,473.12' 6,473.12' 6,469.69' 1:-3.03
NO SCALE
Outslope 3%
SHEET 2 OF 2
TYPICAL SECTIONS
SNOW-MACHINE ROUTE
TYPICAL SECTION WITH ROCKERY WALL
SNOW-MACHINE ROUTE
C.4
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 c d .d g n
ID FS SAW T 2017(1)
P
M
J u n e
K
H a r r is o n
N
P H a
C h e c k e d b y
D r a w n b y is a p p r o x im a te ly f e e t fr o m i ts c e n te r li n e
R ig h t-o f-
W a y
T h e H
W
R ig h t-o f-
W a y l in e
K e e p t h e c le a r in g l im it o u ts id e t h e H
W
W ll e x c a v a ti o n l im it and/or unclassified borrow
Suitable excavated material
Existing ground
6-inch compacted depth Aggregate surface course, Trailbed width 12 feet
2.75' Tread width 6.5 feet 2.75'2.0'
Clearing limit
LCLC
4.
3.
2.
1.
2.0'
Rockery wall sections.
Section G for typical rockery wall. See Design and construct
NOTE:
See SCR Section 257 for rockery wall design requirements.
unclassified borrow.
Use all suitable excavated material for backfill before using
Section G sheets for typical rockery wall sections.
Typical section shown is for general information only. See
No. 37 and Waypoint No.42.
Rockery wall sections are anticipated between Waypoint
Bottom of rockery
TYPICAL SECTION
ROCKERY FILL WALL
ACCEPTABLE PARTIAL TYPICAL PROFILE CONSTRUCTION
ACCEPTABLE SECTION PROPERTY CONSTRUCTION
Trailbed w idth 12'
G.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 g a .d g n
ID FS SAW T 2017(1)
J u n e
P h
C
T u tt le
C h e c k e d b y
D r a w n b y
SHEET 1 OF 2
TYPICAL SECTIONS
ROCKERY FILL WALL
NOTE:
greater than two rocks
Avoid stacked "columns"
Vertical
CORRECT
Vertical
CORRECT
Vertical
INCORRECT
2 min.
10 min.
Base rock
Cap rock
Top of rockery slope
5% Min.
Granular rock backdrain
Vertical
Facing rock
Back of all rocks must reach or extend beyond back of base rock
Geotextile class 1, type A
Design width 'B' and/or unclassified borrow
Suitable excavated material
Existing ground
INCORRECTCORRECT
12" (min.)
primary support provides
Chinking rock average face
6 inches from greater than
Contact point slope toward face
Top of rock section width
Insufficient width 'B'
Design width 'B'
Design width 'B'
Design rock no steeper than 1V:10H
Incline bottom of foundation
Granular rock backdrain
Facing rock
Chinking rock at toe
Finished grade m in
Bottom of Keyway
Base rock of facing rockssupport do not provide primary
Rocks used to chink voids
Undersized facing units embedment
Insufficient
W a ll p a y m e n t li m it
Foundation fill 12" min.
m a x
E x p o s e d h e ig h t for rockery fill wall sections with tiers.
If exposed height is taller than 6-feet, see Sheet G.2, rocks according to approved design and Section 252.
Construct rockery and place base, facing, and cap
No. 37 and Waypoint No. 42
Rockery wall sections are anticipated between Waypoint
3.
2.
1.
G.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 g b .d g n
ID FS SAW T 2017(1)
J u n e
P h
C
T u tt le
C h e c k e d b y
D r a w n b y
SHEET 2 OF 2
TYPICAL SECTIONS
ROCKERY FILL WALL
ROCKERY FILL WALL WITH TIERS
Base rock
Cap rock slope
5% Min.
TIER 1
Base rock
Cap rock slope
5% Min.
TIER 2
Trailbed w idth 12'
Vertical
Vertical rettalf ro 2:1
Existing ground m a x
E p o s e d h e ig h t m a
E p o s e d h e ig h t
FOOTNOTE:
Tier seperation
2'-0"
A p p r o x im a te ly f e e t fr o m H
W
C e n te r li n e
U S H
W
R ig h t-o f-w a y l im it
2'-0"
[1] D 6' (min.)
Maximum clearing limit conditions and tests.
conditions. Determine actual distance D based on field
Minimum distance D is an estimate based on general[1]
| Scan_0218.pdf |
| Redfish to Stanley Trail - Rockery Detail - 2020-06-29-Revision 1.pdf |
| Redfish to Stanley Trail - Rockery Submittal - 2020-06-29-Revision 1.pdf |
| Sheets and Views |
| C-003 S |
Scan_0217.pdf
| 2020-07-02T06:32:46-0600 | |
| BRENT HOLLAND DREDGE |
File details come from the government source that posted it. Updated .