WestDeerCrRoadConstruction_Plans.pdf
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West Deer Creek Road - Plans/Drawings
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WEST DEER CREEK
ROAD CONSTRUCTION
Distance in Feet
0 1000
L-Stn ft.
P-Stn ft.
Grade
Cut V.
Cu. Yd.
Fill V.
Cu. Yd.
Mass H.
Cu. Yd.
0.0 0.3 9 38.0 18.2 0.0
59.6 60.2 p 7 42.4 17.1 19.8
125.6 126.3 4 8.2 28.8 45.1
160.9 161.6 p 6 18.3 47.5 24.4
212.1 212.8 8 173.5 90.0 -4.7
440.6 441.5 p 5 181.1 248.2 78.8
721.7 723.1 2 44.4 38.7 11.7
781.9 783.3 p -2 290.5 78.5 17.5
1037.1 1039.5
Cum. Tot. 796.4 566.9
BC
2.
3 EC
80.7
C1 R=200.0
BC
135.7 EC
.4
R=200.0 C2
BC
.9
EC
260.9
C3 R=200.0
BC
347.7
EC
348.3
R=200.0 C4
BC
550.5
EC
553.2
C5 R=200.0
BC
617.2 EC
.8
R=300.0 C6
BC
.6
EC
.6
C7 R=200.0
BC
1.
EC 1192.0
C8 R=300.0
BC 1345.3
EC 1438.1
C9 R=2
.0
BC 1478.5
C 1617.0R=150.0C10
Legend Plan L-line Location Plan P-line Location Plan Slope Stakes Profile Topo
Profile Subgrade Profile Stripped Surfa Culverts
B V
C
9.
VC1
K=15.0
E V
C
.6
B V
C
.9
K=15.0VC2 E
V
C
.1 B V
C
.6
VC3
K=50.0
E V
C
.7
B V
C
.9
VC4
K=30.0
E V
C
7.
B V
C
4.
K=30.0
VC5
E V
C
6.
B V
C
7.
K
L-Stn-4
-3
-3
-2
-2
-1
-1
-5
0 50 10
Mass Haul (Cu. Yd.)
Vertical Curves K Len.
VC1 15.0 66.0
VC2 15.0 51.2
VC3 50.0 281.2
VC4 30.0 255.2
ALIGNMENT DETAILS
Horizontal Curves Radius IP Stn. IP X IP Y
C1 200.0 51.7 43.2 -28.9 C2 200.0 149.1 137.0 -56.5 C3 200.0 247.4 226.9 -96.5 C4 200.0 348.0 323.5 -124.7 C5 200.0 551.9 519.0 -182.4 C6 300.0 646.6 610.2 -208.0 C7 200.0 848.1 790.2 -299.2
0.0Stations: to 1000.0
13/07/24 Page 4 of 1331
Distance in Feet
0 1000
L-Stn ft.
P-Stn ft.
Grade
Cut V.
Cu. Yd.
Fill V.
Cu. Yd.
Mass H.
Cu. Yd.
1037.1 1039.5 -6 103.3 111.6 229.5
1234.4 1238.2 p -6 2.0 0.1 221.1
1236.8 1240.5 -6 90.9 96.2 223.1
1487.2 1492.8 p -3 1.4 101.9 217.8
1586.4 1599.2 0 0.0 12.4 117.3
1598.2 1610.8 p -4 27.5 22.5 104.9
1692.0 1704.7 -9 29.7 9.9 109.8
1824.3 1836.3 p -4 2.1 39.4 129.6
1927.9 1947.9 1 29.5 1.1 92.3
1996.7 2016.7
Cum. Tot. 1082.8 962.1
130130
BC
.7
200.0 C4
BC
.5
EC
.2
C5R=200.0
BC
.2
EC
.8
R=300.0
C6
BC
.6
EC
.6
C7R=200.0
BC
1.
7 EC
1192.0C8
R=300.0
BC
1345.3
EC 1438.1
C9
R=200.0
BC 1478.5
EC
7.
R=150.0C10
BC
9.
EC
5.
C11 R=200.0
BC
7.
EC 1919.9
R=125.0
C12
BC 1986.4
EC 20
.5
C13
R=200.0
BC 20
.9
EC 2216.9
R =125.0 C
BC 2246.8
EC 2304.4R
=2
.0
C
Legend Plan L-line Location Plan P-line Location Plan Slope Stakes Profile Topo
Profile Subgrade Profile Stripped Surfa Culverts
BV
C
.6
VC3
K=50.0
EV
C
.7
BV
C
.9
VC4
K=30.0
EV
C
7.
BV
C
4.
K=30.0
VC5
EV
C
6.
BV
C
7.
K=15.0
VC6
EV
C
6.
BV
C
8.
2VC7K=10.0
EV
C
2.
L-Stn55
BV
C
4.
K=10.0
VC8
EV
C
7.
BV
C
6.
7VC9
K=10.0
EV
C
1.
BV
C
8.
K=10.0VC10
EV
C
3.
BV
C
1.
VC11
K=30 .0
EV
C
6.
L-Stn19
Mass Haul (Cu. Yd.)
Vertical Curves K Len.
VC4 30.0 255.2
VC5 30.0 2.4
VC6 15.0 99.1
VC7 10.0 93.9
VC8 10.0 103.6
ALIGNMENT DETAILS
Horizontal Curves Radius IP Stn. IP X IP Y
C8 300.0 1109.2 1035.1 -389.8 C9 200.0 1392.6 1316.6 -328.7 C10 150.0 1553.1 1443.1 -227.0 C11 200.0 1682.4 1578.9 -261.2 C12 125.0 1860.7 1757.4 -264.4
950.0Stations: to 1950.0
13/07/24 Page 5 of 1331
Distance in Feet
0 1000
L-Stn ft.
P-Stn ft.
Grade
Cut V.
Cu. Yd.
Fill V.
Cu. Yd.
Mass H.
Cu. Yd.
1927.9 1947.9 1 29.5 1.1 92.3
1996.7 2016.7 p -1 3.4 4.4 120.7
2041.6 2061.2 -3 0.0 8.5 119.7
2058.6 2078.2 p 3 0.0 81.2 111.2
2193.5 2216.8 10 15.5 3.8 30.1
2271.1 2294.3 p 9 16.9 20.2 41.8
2336.0 2359.7 8 7.8 71.0 38.5
2470.8 2494.2 p 10 29.1 42.4 -24.8
2586.5 2609.7 12 86.3 134.7 -38.1
2773.3 2799.8 p 6 34.3 65.8 -86.4
2895.5 2921.7 0 0.3 0.7 -118.0
2897.7 2923.8 p 5 21.0 30.4 -118.4
3004.7 3034.1
Cum. Tot. 1297.4 1425.2
38 1
BC 1478.5
EC 1617.0
R =1
.0
C
BC 1659.6
EC 1705.1
C1
R=
0.
BC 1787.8
EC
1919.9R=125.0C12
BC
1986.4
EC
2032.5
C13 R=200.0
BC
2094.9
EC
6.
R=125.0 C14
BC
.8
EC
4.
C15R=200.0
BC
3.
EC 25
.9
R=200.0
C16
BC 25
.9
EC 2750.5
C17 R=115.0
BC 2789.7
EC 2835.4
C1
R=
0.
BC 2856.7
EC
4.
R=125.0C19
BC
7.
EC
3.
R=200.0
C20
BC
3.
EC
2.
R=200.0
C21
BC
1.
3 EC 3475.6C22
R=140.0
BC 3477.3
EC
3530.4
R=150.0 C23
Legend Plan L-line Location Plan P-line Location Plan Slope Stakes Profile Topo
Profile Subgrade Profile Stripped Surfa Culverts
BV
C
7.
K=15.0
VC6
EV
C
6.
BV
C
8.
2VC7K=10.0
EV
C
2.
BV
C
4.
K=10.0
VC8
EV
C
7.
BV
C
6.
7VC9
K=10.0
EV
C
1.
BV
C
8.
K=10.0VC10
EV
C
3.
BV
C
1.
VC11
K=30 .0
EV
C
6.
BV
C
0.
K=3
0.0VC12
EV
C
6.
L-Stn15
BV
C
3.
VC13
K=10.0
EV
C
5.
BV
C
7.
K=10.0VC14
EV
C
4.
BV
C
K=3
0VC
L-Stn27
BV
C
0.
.0
5 EV
C
6.
L-Stn33
Mass Haul (Cu. Yd.)
-100
Vertical Curves K Len.
VC8 10.0 103.6
VC9 10.0 44.9
VC10 10.0 134.9
VC11 30.0 64.9
VC12 30.0 115.7
VC13 10.0 122.1
VC14 10.0 107.1
ALIGNMENT DETAILS
Horizontal Curves Radius IP Stn. IP X IP Y
C12 125.0 1860.7 1757.4 -264.4 C13 200.0 2009.6 1834.8 -407.5 C14 125.0 2161.2 1935.7 -521.0 C15 200.0 2275.8 1904.9 -642.4 C16 200.0 2458.4 1912.1 -825.3 C17 115.0 2686.6 1822.2 -1036.5 C18 200.0 2812.6 2014.4 -1083.1 C19 125.0 2956.1 2158.1 -1084.4
1900.0Stations: to 2900.0
13/07/24 Page 6 of 1331
Distance in Feet
0 1000
L-Stn ft.
P-Stn ft.
Grade
Cut V.
Cu. Yd.
Fill V.
Cu. Yd.
Mass H.
Cu. Yd.
2895.5 2921.7 0 0.3 0.7 -118.0
2897.7 2923.8 p 5 21.0 30.4 -118.4
3004.7 3034.1 10 56.0 71.5 -127.8
3240.2 3270.0 p 11 11.8 15.2 -143.3
3296.7 3326.7 12 20.3 22.0 -146.7
3405.4 3436.1 p 10 22.8 13.3 -148.4
3470.0 3505.2 8 18.1 104.5 -138.9
3594.5 3629.9 p 9 16.3 16.4 -225.3
3639.3 3674.8 11 155.6 29.0 -225.5
3823.7 3859.1 p 6 141.3 17.5 -98.8
3975.9 4011.8
Cum. Tot. 1739.5 1714.5
230180
EC
6.
5.0
BC
6.
EC
4.
C15R=200.0
BC
3.
EC 25
.9
R=200.0
C16
BC 25
.9
EC 2750.5
C17 R=115.0
BC 2789.7
EC 2835.4
C1
R=
0.
BC 2856.7
EC
4.
R=125.0C19
BC
7.
EC
3.
R=200.0 C20
BC
3.
EC
2.
R=200.0
C21
BC
1.
3 EC 3475.6C22
R=140.0
BC 3477.3
EC
3530.4
R=150.0C23 BC
3700.7EC
5 .
R=200.0 C24
BC
5.
3EC
3826.4
C25 R=200.0
BC
3983.1
EC
8.
6R=200.0 C26
BC
8.
EC
8.
C27R=200.0
Legend Plan L-line Location Plan P-line Location Plan Slope Stakes Profile Topo
Profile Subgrade Profile Stripped Surfa Culverts
0.0
BV
C
0.
K=3
0.0VC12
EV
C
6.
BV
C
3.
VC13
K=10.0
EV
C
5.
BV
C
K=10VC14
L-Stn24
10.0
EV
C
4.
BV
C
0.
K=3
0.0VC15
EV
C
6.
BV
C
5.
VC
K
EV
C
L-Stn30
C16
K=1 5.0
EV
C
0.
BV
C
4.
K=15
.0VC17 EV
C
9.
3 BV
C
3.
VC18
K=15.0
EV
C
5.
BV
C
7.
K=15.0VC19
EV
C
L-Stn35
EV
C
6.
BV
C
4.
VC20
K=10.
L-Stn42
Mass Haul (Cu. Yd.)
-200
-150
-100
-50
Vertical Curves K Len.
VC13 10.0 122.1
VC14 10.0 107.1
VC15 30.0 56.5
VC16 15.0 64.6
VC17 15.0 44.8
VC18 15.0 152.2
ALIGNMENT DETAILS
Horizontal Curves Radius IP Stn. IP X IP Y
C19 125.0 2956.1 2158.1 -1084.4 C20 200.0 3110.7 2198.2 -1265.6 C21 200.0 3252.9 2196.2 -1407.9 C22 140.0 3417.9 2178.5 -1572.0 C23 150.0 3504.1 2245.4 -1639.6 C24 200.0 3708.2 2330.1 -1825.9 C25 200.0 3815.9 2367.1 -1927.0
2850.0Stations: to 3850.0
13/07/24 Page 7 of 1331
Distance in Feet
0 1000
L-Stn ft.
P-Stn ft.
Grade
Cut V.
Cu. Yd.
Fill V.
Cu. Yd.
Mass H.
Cu. Yd.
3823.7 3859.1 p 6 141.3 17.5 -98.8
3975.9 4011.8 1 0.6 0.7 24.9
3977.0 4013.0 p 5 12.8 228.0 24.8
4116.3 4152.0 10 66.8 45.7 -190.3
4264.8 4300.8 p 4 192.5 7.3 -169.2
4394.6 4430.5 -3 20.7 0.9 16.0
4411.0 4446.7 p 2 37.8 391.2 35.8
4510.4 4549.9 7 149.0 103.6 -317.6
4857.3 4896.1
Cum. Tot. 2219.7 2491.9
230230
BC
3.
EC
2.
R=200.0 C21
BC
1.
EC 3475.6
C22
R=140.0
BC 3477.3
EC 3530.4
R=150.0C23
BC 3700.7
EC
3715.7
R=200.0C24
BC
3805.3
EC 3826.4
C25
R=200.0
BC 3983.1
EC
4058.6
R=200.0C26
BC
4198.6
EC
4208.0
C27 R=200.0
BC
4420.1
EC
4.
R=200.0 C28
BC
1.
EC
8.
C29R=200.0
BC
3.
7 EC
4891.3
C30 R=200.0
BC
4989.2
EC
5011.5
R=200.0 C31
BC
5290.4
R
Legend Plan L-line Location Plan P-line Location Plan Slope Stakes Profile Topo
Profile Subgrade Profile Stripped Surfa Culverts
BV
C
5.
VC16
K=1 5.0
EV
C
0.
BV
C
4.
K=15
.0VC17 EV
C
9.
L-Stn34
BV
C
3.
VC18
K=15.0
EV
C
5.
BV
C
7.
K=15.0VC19
EV
C
6.
BV
C
4.
VC20
K=10.0
EV
C
4.
BV
C
1.
K=10.0
VC21 EV
C
0.
L-Stn39
BV
C
7.
VC22
K=20.0
EV
C
7.
BV
C
7.
K=20.0VC23
EV
C
7.
L-Stn48
Mass Haul (Cu. Yd.)
-300
-200
-100
Vertical Curves K Len.
VC18 15.0 152.2
VC19 15.0 139.3
VC20 10.0 129.8
VC21 10.0 99.4
ALIGNMENT DETAILS
Horizontal Curves Radius IP Stn. IP X IP Y
C25 200.0 3815.9 2367.1 -1927.0 C26 200.0 4021.3 2457.6 -2111.4 C27 200.0 4203.3 2472.1 -2293.8 C28 200.0 4495.7 2508.8 -2583.8 C29 200.0 4639.7 2424.2 -2708.5 C30 200.0 4843.5 2355.3 -2900.1
3800.0Stations: to 4800.0
13/07/24 Page 8 of 1331
Distance in Feet
0 1000
L-Stn ft.
P-Stn ft.
Grade
Cut V.
Cu. Yd.
Fill V.
Cu. Yd.
Mass H.
Cu. Yd.
4857.3 4896.1 p 4 91.8 28.3 -272.2
4997.3 5036.1 0 0.0 0.0 -208.7
4997.5 5036.3 p 4 48.9 48.4 -208.7
5147.2 5186.1 8 86.5 84.2 -208.2
5427.8 5466.5 p 10 33.4 49.9 -205.9
5546.3 5585.2 12 0.7 2.3 -222.3
5550.9 5589.8 p 10 59.2 51.4 -223.9
5740.5 5779.5 8 0.4 5.4 -216.1
5751.3 5790.3
Cum. Tot. 2540.7 2761.8
BC
8.
EC
8.
C27 R=200.0
BC
0.
EC 45
.6
R=200.0
C28
BC 46
.3
EC 46
.1
C29
R=200.0
BC
3.
EC
1.
C30R=200.0
BC
9.
EC
1.
5R=200.0
C31
BC
0.
EC
5393.5C32
R=200.0
BC
5599.3
EC
5600.5
C33
R=200.0
BC
6148.1
EC
6185.4
R=200.0C34
Legend Plan L-line Location Plan P-line Location Plan Slope Stakes Profile Topo
Profile Subgrade Profile Stripped Surfa Culverts
BV
C
4.
VC20
K=10.0
EV
C
4.
BV
C
1.
K=10.0
VC21 EV
C
0.
BV
C
7.
VC22
K=20.0
EV
C
7.
BV
C
7.
K=20.0VC23
EV
C
7.
L-Stn43
BV
C
7.
K=30
.0VC24
EV
C
6.
BV
C
0.
VC25
K=50
.0 EV
C
0.
BV
C
1.
K=50
.0VC26
L-Stn53
EV
C
1.
BV
C
1.
VC27
K=20.0
L-Stn59
Mass Haul (Cu. Yd.)
-300
-200
-100
Vertical Curves K Len.
VC22 20.0 140.0
VC23 20.0 149.8
VC24 30.0 118.5
VC25 50.0 189.6
ALIGNMENT DETAILS
Horizontal Curves Radius IP Stn. IP X IP Y
C30 200.0 4843.5 2355.3 -2900.1 C31 200.0 5000.4 2379.6 -3057.0 C32 200.0 5343.2 2394.0 -3399.5 C33 200.0 5599.9 2531.1 -3619.4
4750.0Stations: to 5750.0
13/07/24 Page 9 of 1331
Distance in Feet
0 1000
L-Stn ft.
P-Stn ft.
Grade
Cut V.
Cu. Yd.
Fill V.
Cu. Yd.
Mass H.
Cu. Yd.
5740.5 5779.5 8 0.4 5.4 -216.1
5751.3 5790.3 p 9 8.3 70.5 -221.1
5911.5 5950.6 11 5.5 24.4 -283.3
6011.8 6050.8 p 2 390.0 126.8 -302.2
6388.8 6429.5 -8 294.5 224.5 -39.0
6853.6 6896.4
Cum. Tot. 3239.0 3207.9
BC
.4
EC
3.
C32R=200.0
BC
9.
EC
0.
C33 R=200.0
BC
8.
EC
5.
R=200.0 C34
BC
6.
8 EC
6398 .2C35
R=200.0
BC
6414. 4
EC 6522.7
C36
R=200.0
BC 6685.3
EC
6766.5
R=200.0C37
BC
6915.5
EC
6937.6
C38 R=125.0
BC
6945.4
EC 7144.1
R=110.0
C39
BC 7144.5
EC
6.
9C40
R=110.0
BC
4.
B
R
Legend Plan L-line Location Plan P-line Location Plan Slope Stakes Profile Topo
Profile Subgrade Profile Stripped Surfa Culverts
BV
C
7.
K=30
.0VC24
EV
C
6.
BV
C
0.
VC25
K=50
.0 EV
C
0.
BV
C
75 K
V
L-Stn53
K=50
.0VC26
EV
C
1.
BV
C
1.
K=20.0
EV
C
8.
BV
C
3.
K=15.0
VC28
EV
C
7.
BV
C
5.
0 VC29K=15.0
L-Stn59
EV
C
2.
BV
C
3.
K=1 V
L-Stn
Mass Haul (Cu. Yd.)
Vertical Curves K Len.
VC25 50.0 189.6
VC26 50.0 160.2
VC27 20.0 377.0
ALIGNMENT DETAILS
Horizontal Curves Radius IP Stn. IP X IP Y
C34 200.0 6166.8 2833.9 -4098.7 C35 200.0 6362.9 2906.1 -4281.1 C36 200.0 6469.9 2978.2 -4361.2 C37 200.0 6726.4 3226.3 -4436.6
5700.0Stations: to 6700.0
13/07/24 Page 10 of 1331
Distance in Feet
0 1000
L-Stn ft.
P-Stn ft.
Grade
Cut V.
Cu. Yd.
Fill V.
Cu. Yd.
Mass H.
Cu. Yd.
6853.6 6896.4 p -4 69.7 4.2 31.1
6977.4 7019.9 0 7.0 0.0 96.5
6985.0 7027.1 p -5 261.8 52.1 103.6
7152.5 7224.6 -11 0.0 2.1 313.3
7153.2 7225.3 p -6 14.1 267.3 311.2
7255.9 7340.9 -1 2.0 2.6 58.1
7259.5 7344.5 p -4 38.4 80.1 57.4
7326.1 7412.0 -7 24.6 26.3 15.7
7356.5 7442.4 p -4 54.6 116.1 14.0
7455.9 7544.0 -1 0.1 0.6 -47.5
7456.5 7544.5 p -2 37.0 33.8 -47.9
7513.5 7602.8 -4 2.2 10.4 -44.7
7521.8 7611.2 p -1 30.8 290.2 -52.9
7618.7 7713.6 2 104.7 21.4 -312.3
7676.2 7771.1
Cum. Tot. 3886.0 4115.0
330 330
BC
6148.1
EC
6185.4
R=200.0C34
BC
6326.8
EC 6398.2
C35
R=200.0
BC 6414.4
EC 6522.7
C36
R=2
.0
BC 6685.3
EC 6766.5R=2
.0
C37
BC 6915.5
EC 6937.6
C38
R=12 5.0
BC 6945.4
EC 7144.1
R=110.0 C39
BC 7144.5
EC
7266.9
C40R=110.0
BC
7294.7
EC
3.
5R=200.0 C41
BC
5.
EC 7514.3
R=125.0
C42
BC 7537.5
EC
1.
C43R=100.0
BC
5.
EC 7676.3
R=100.0
C44
BC 7719.9
EC 7918.5
C45 R=94.0
BC 7920.2
EC
1.
R=90.0C46
BC
3.
EC
2.
R=150.0
C47
BC
6.
C R=
Legend Plan L-line Location Plan P-line Location Plan Slope Stakes Profile Topo
Profile Subgrade Profile Stripped Surfa Culverts
K=20.0
EV
C
8.
BV
C
3.
K=15.0
VC28
EV
C
7.
BV
C
5.
0 VC29K=15.0
L-Stn62
EV
C
2.
BV
C
3.
K=10.0
VC30
EV
C
5.
BV
C
9.
5VC31K=10.0
EV
C
6.
1 BV
C
6.
K=15.0
VC32
EV
C
5.
BV
C
6.
5VC33K=15.0
EV
C
3.
BV
C
1.
K=15.0
VC34
EV
C
8.
BV
C
6.
2 VC35
K=20.0
EV
C
5.
BV
C
8.
VC36K=20.0
EV
C
5.
9 BV
C
6.
K=20.0
VC37
EV
C
4.
KL-Stn72
Mass Haul (Cu. Yd.)
-500
Vertical Curves K Len.
VC28 15.0 123.8
VC29 15.0 167.5
VC30 10.0 102.6
VC31 10.0 66.6
VC32 15.0 99.5
VC33 15.0 57.0
VC34 15.0 96.9
ALIGNMENT DETAILS
Horizontal Curves Radius IP Stn. IP X IP Y
C37 200.0 6726.4 3226.3 -4436.6 C38 125.0 6926.6 3380.1 -4566.4 C39 110.0 7085.0 3517.2 -4645.8 C40 110.0 7212.9 3373.5 -4796.8 C41 200.0 7355.9 3427.7 -4944.5 C42 125.0 7480.7 3396.9 -5069.2 C43 100.0 7576.4 3327.3 -5137.5 C44 100.0 7647.0 3323.4 -5211.6
6650.0Stations: to 7650.0
13/07/24 Page 11 of 1331
Distance in Feet
0 1000
L-Stn ft.
P-Stn ft.
Grade
Cut V.
Cu. Yd.
Fill V.
Cu. Yd.
Mass H.
Cu. Yd.
7618.7 7713.6 2 104.7 21.4 -312.3
7676.2 7771.1 p -1 55.2 281.4 -229.0
7805.5 7899.9 -4 0.0 257.5 -455.2
7838.7 7951.7 p -8 929.0 82.9 -712.7
7995.9 8106.8 -12 0.0 62.6 133.4
8016.8 8127.6 p -9 47.7 209.6 70.9
8144.8 8255.2 -6 0.0 0.0 -91.0
8144.8 8255.2 p -8 190.7 23.0 -90.9
8264.6 8376.2 -11 18.2 0.3 76.7
8273.8 8385.4 p -2 177.4 944.3 94.7
8545.1 8671.3 7 117.4 81.6 -672.2
8783.2 8912.2
Cum. Tot. 5421.7 6058.1
330 330
28028
BC 6915.5
EC 6937.6
C38 R=1
.0
4 EC 7144.1
R=110.0 C39
BC 7144.5
EC
7266.9C40R=110.0
BC
7294.7
EC
3.
5R=200.0 C41
BC
5.
EC 7514.3
R=125.0
C42
BC 7537.5
EC
1.
C43R=100.0
BC
5.
EC 76
.3
R=100.0
C44
BC 77
.9
EC 7918.5
C45 R=94.0
BC 7920.2
EC
1.
R=90.0C46
BC
3.
EC
2.
R=150.0
C47
BC
6.
EC 8423.9
C48 R=90.0
BC 8439.6 EC 85
.0
R=100.0 C49
BC 85
.8
EC
5.
C50R=200.0
BC
9.
EC
7.
C51R=200.0
BC
3.
EC
2.
R=200.0
C52
BC
5.
EC 9184.7
R=150.0
C53
BC 9210.8
C54R=
Legend Plan L-line Location Plan P-line Location Plan Slope Stakes Profile Topo
Profile Subgrade Profile Stripped Surfa Culverts
EV
C
2.
BV
C
3.
K=10.0
VC30
EV
C
5.
BV
C
9.
5VC31K=10.0
EV
C
6.
1 BV
C
6.
K=15.0
VC32
EV
C
5.
BV
C
6.
5VC33K=15.0
EV
C
3.
BV
C
1.
K=15.0
VC34
EV
C
8.
BV
C
6.
2 VC35
K=20.0
EV
C
5.
BV
C
8.
VC36K=20.0
EV
C
5.
9 BV
C
6.
K=20.0
VC37
EV
C
4.
L-Stn72
BV
C
4.
VC38K=25.0
EV
C
4.
BV
C
3.
K=15.0
VC39
EV
C
5.
BV
C
3.
2VC40
K=15.0
EV
C
0.
L-Stn82
Mass Haul (Cu. Yd.)
-500
Vertical Curves K Len.
VC34 15.0 96.9
VC35 20.0 129.3
VC36 20.0 157.2
VC37 20.0 128.0
VC38 25.0 119.8
VC39 15.0 271.3
ALIGNMENT DETAILS
Horizontal Curves Radius IP Stn. IP X IP Y
C43 100.0 7576.4 3327.3 -5137.5 C44 100.0 7647.0 3323.4 -5211.6 C45 94.0 7886.3 3176.0 -5402.5 C46 90.0 8010.5 3432.7 -5432.2 C47 150.0 8223.2 3402.8 -5682.1 C48 90.0 8375.2 3346.4 -5823.5 C49 100.0 8532.2 3487.8 -5930.0 C50 200.0 8598.2 3433.0 -6015.8
7600.0Stations: to 8600.0
13/07/24 Page 12 of 1331
Distance in Feet
0 1000
L-Stn ft.
P-Stn ft.
Grade
Cut V.
Cu. Yd.
Fill V.
Cu. Yd.
Mass H.
Cu. Yd.
8783.2 8912.2 p 7 8.4 2.0 -636.5
8800.2 8929.1 6 260.1 231.6 -630.0
9362.6 9493.0 -601.5
Cum. Tot. 5690.2 6291.7
330330
280 280
EC 7918.520.2
EC
8061.90.
BC
8203.5 E
C
2 4 2.
6R=150.0 C47
BC
6.
EC 8423.9
C48
R=90.0
BC 8439.6
EC
9.
R=100.0C49
BC
0.
EC
5.
C50 R=200.0
BC
9.
EC
8897.1
C51 R=200.0
BC
8983.2
E C
9032.9
R=200.0 C52
BC
9115.9
EC
4.
7R=150.0 C53
BC
0.
8 EC
9314.4C54
R=150.0
Legend Plan L-line Location Plan P-line Location Plan Slope Stakes Profile Topo
Profile Subgrade Profile Stripped Surfa Culverts
K=20.0
VC37
EV
C
4.
BV
C
4.
VC38K=25.0
EV
C
4.
BV
C
3.
K=15.0
VC39
EV
C
5.
BV
C
3.
2VC40
K=15.0
EV
C
0.
L-Stn81
L-Stn94
Mass Haul (Cu. Yd.)
-500
Vertical Curves K Len.
VC40 15.0 16.9
ALIGNMENT DETAILS
Horizontal Curves Radius IP Stn. IP X IP Y
C49 100.0 8532.2 3487.8 -5930.0 C50 200.0 8598.2 3433.0 -6015.8 C51 200.0 8853.9 3311.6 -6240.8 C52 200.0 9008.2 3303.1 -6396.4 C53 150.0 9150.9 3260.4 -6532.8 C54 150.0 9264.8 3181.0 -6616.2
8550.0Stations: to 9550.0
13/07/24 Page 13 of 1331
13/07/24 Page 14 of 29
SECTION DETAILS
Legend L-line Location
Pavement (layer three)
Template
Subgrade fill
P-line Location
Topo
Sub horizon 2 (FR)
Stripped Surface
Culverts
Tmpl: DF
CL X: -0.1
CL Y: -0.7
CL Elev: 100.0 Cut Dp: -0.1
F Slope L: 0 F Slope R: -100 Super L: -1 Super R: 1
0.0
-2
-2
-1
-1
-5 0 5 1
0 90
Tmpl: DF
CL X: 42.8
CL Y: -26.3
CL Elev: 104.4 Cut Dp: 0.9
F Slope L: 200 F Slope R: -100 Super L: -3 Super R: 3
50.0
-2
-2
-1
-1
-5 0 5 1
0 95
Tmpl: DF
CL X: 90.0
CL Y: -42.6
CL Elev: 108.2 Cut Dp: 0.8
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: 1
100.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 137.8
CL Y: -57.2
CL Elev: 110.5 Cut Dp: -0.8
F Slope L: 200 F Slope R: -100 Super L: 3 Super R: -3
150.0
-2
-2
-1
-1
-5 0 5 1
0 100
Tmpl: DF
CL X: 183.6
CL Y: -77.2
CL Elev: 113.2 Cut Dp: -0.8
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: -1
200.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 229.5
CL Y: -96.9
CL Elev: 117.0 Cut Dp: 0.5
F Slope L: 200 F Slope R: -100 Super L: -2 Super R: 2
250.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 277.4
CL Y: -111.2
CL Elev: 120.8 Cut Dp: 0.7
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: -1
300.0
-2
-2
-1
-1
-5 0 5 1
0 110
Tmpl: DF
CL X: 325.4
CL Y: -125.2
CL Elev: 124.7 Cut Dp: 0.5
F Slope L: 200 F Slope R: -100 Super L: 2 Super R: -2
350.0
-2
-2
-1
-1
-5 0 5 1
0 115
Tmpl: DF
CL X: 373.4
CL Y: -139.4
CL Elev: 128.6 Cut Dp: -0.0
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: -1
400.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 421.3
CL Y: -153.6
CL Elev: 132.4 Cut Dp: 0.2
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: -1
450.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 469.3
CL Y: -167.7
CL Elev: 135.9 Cut Dp: -0.4
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: -1
500.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 517.2
CL Y: -181.9
CL Elev: 138.9 Cut Dp: -0.2
F Slope L: 200 F Slope R: -100 Super L: -2 Super R: 2
550.0
-2
-2
-1
-1
-5 0 5 1
0 130
L-Stn ft.
Cut Dp.
ft.
Strip V.
Cu. Yd.
Cut V.
Cu. Yd.
Fill V.
Cu. Yd.
Mass H.
Cu. Yd.
0.0 -0.1 0.0 67.0 26.8 0.0
100.0 0.8 0.0 35.1 73.4 40.2
200.0 -0.8 0.0 72.1 49.4 1.9
300.0 0.7 0.0 78.7 34.3 24.6
400.0 -0.0 0.0 66.6 63.4 69.0
500.0 -0.4 0.0 67.7 96.5 72.2 600.0
Cum. Tot. 0.0 387.1 343.7 Pg. Tot. 0.0 387.1 343.7
13/07/24 Page 15 of 29
SECTION DETAILS
Legend L-line Location
Pavement (layer three)
Template
Subgrade fill
P-line Location
Topo
Sub horizon 2 (FR)
Stripped Surface
Culverts
Tmpl: DF
CL X: 565.4
CL Y: -195.4
CL Elev: 141.4 Cut Dp: 0.7
F Slope L: 200 F Slope R: -100 Super L: 1 Super R: -1
600.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 613.0
CL Y: -210.6
CL Elev: 143.5 Cut Dp: 0.0
F Slope L: 200 F Slope R: -100 Super L: 2 Super R: -2
650.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 658.0
CL Y: -232.2
CL Elev: 145.0 Cut Dp: -1.0
F Slope L: 200 F Slope R: -100 Super L: 0 Super R: -1
700.0
-2
-2
-1
-1
-5 0 5 1
0 135
Tmpl: DF
CL X: 702.6
CL Y: -254.8
CL Elev: 146.1 Cut Dp: 0.4
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: -1
750.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 747.2
CL Y: -277.4
CL Elev: 147.0 Cut Dp: 1.1
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: 0
800.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 792.0
CL Y: -299.6
CL Elev: 147.4 Cut Dp: -0.1
F Slope L: 200 F Slope R: -100 Super L: -2 Super R: 2
850.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 838.8
CL Y: -317.2
CL Elev: 146.9 Cut Dp: 0.9
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: 0
900.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 885.7
CL Y: -334.5
CL Elev: 145.5 Cut Dp: 1.3
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: -1
950.0
-2
-2
-1
-1
-5 0 5 1
0 135
Tmpl: DF
CL X: 932.6
CL Y: -351.9
CL Elev: 143.4 Cut Dp: 2.5
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: 0
1000.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 980.0
CL Y: -368.0
CL Elev: 140.4 Cut Dp: 0.8
F Slope L: 200 F Slope R: -100 Super L: -2 Super R: 2
1050.0
-2
-2
-1
-1
-5 0 5 1
0 130
Tmpl: DF
CL X: 1029.1
CL Y: -376.7
CL Elev: 137.2 Cut Dp: 0.1
F Slope L: 200 F Slope R: -100 Super L: -2 Super R: 2
1100.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 1079.1
CL Y: -377.2
CL Elev: 134.0 Cut Dp: -0.6
F Slope L: 200 F Slope R: -100 Super L: -2 Super R: 2
1150.0
-2
-2
-1
-1
-5 0 5 1
0 125
L-Stn ft.
Cut Dp.
ft.
Strip V.
Cu. Yd.
Cut V.
Cu. Yd.
Fill V.
Cu. Yd.
Mass H.
Cu. Yd.
600.0 0.7 0.0 65.9 77.4 43.4
700.0 -1.0 0.0 72.0 70.8 31.9
800.0 1.1 0.0 82.5 55.2 33.1
900.0 0.9 0.0 132.6 16.3 60.4
1000.0 2.5 0.0 103.4 27.4 176.8
1100.0 0.1 0.0 36.8 80.4 252.7 1200.0
Cum. Tot. 0.0 880.3 671.2 Pg. Tot. 0.0 493.2 327.4
13/07/24 Page 16 of 29
SECTION DETAILS
Legend L-line Location
Pavement (layer three)
Template
Subgrade fill
P-line Location
Topo
Sub horizon 2 (FR)
Stripped Surface
Culverts
Tmpl: DF
CL X: 1128.4
CL Y: -369.5
CL Elev: 130.7 Cut Dp: -0.1
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: 1
1200.0
-2
-2
-1
-1
-5 0 5 1
0 120
Tmpl: DF
CL X: 1177.3
CL Y: -358.9
CL Elev: 127.5 Cut Dp: 1.3
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: -1
1250.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 1226.2
CL Y: -348.3
CL Elev: 124.4 Cut Dp: -0.0
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: -1
1300.0
-2
-2
-1
-1
-5 0 5 1
0 115
Tmpl: DF
CL X: 1275.0
CL Y: -337.7
CL Elev: 121.2 Cut Dp: -1.1
F Slope L: 200 F Slope R: -100 Super L: -2 Super R: 2
1350.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 1321.6
CL Y: -320.0
CL Elev: 118.0 Cut Dp: 0.2
F Slope L: 200 F Slope R: -100 Super L: -3 Super R: 3
1400.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 1362.7
CL Y: -291.7
CL Elev: 114.9 Cut Dp: 0.2
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: 1
1450.0
-2
-2
-1
-1
-5 0 5 1
0 105
Tmpl: DF
CL X: 1402.6
CL Y: -261.6
CL Elev: 111.8 Cut Dp: -0.6
F Slope L: 200 F Slope R: -100 Super L: 4 Super R: -4
1500.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 1449.0
CL Y: -243.7
CL Elev: 109.8 Cut Dp: -2.0
F Slope L: -100 F Slope R: -100 Super L: 4 Super R: -4
1550.0
-2
-2
-1
-1
-5 0 5 1
0 100
Tmpl: DF
CL X: 1498.8
CL Y: -242.0
CL Elev: 109.5 Cut Dp: -1.0
F Slope L: 200 F Slope R: -100 Super L: 4 Super R: -4
1600.0
-2
-2
-1
-1
-5 0 5 1
0 100
Tmpl: DF
CL X: 1547.4
CL Y: -253.3
CL Elev: 108.3 Cut Dp: 0.3
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: 1
1650.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 1596.7
CL Y: -261.4
CL Elev: 104.7 Cut Dp: -0.3
F Slope L: 200 F Slope R: -100 Super L: -2 Super R: 2
1700.0
-2
-2
-1
-1
-5 0 5 1
0 95
Tmpl: DF
CL X: 1646.7
CL Y: -262.4
CL Elev: 100.1 Cut Dp: 0.5
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: -1
1750.0
-2
-2
-1
-1
-5 0 5 1
0 90
L-Stn ft.
Cut Dp.
ft.
Strip V.
Cu. Yd.
Cut V.
Cu. Yd.
Fill V.
Cu. Yd.
Mass H.
Cu. Yd.
1200.0 -0.1 0.0 64.8 14.2 209.1
1300.0 -0.0 0.0 17.2 64.6 259.8
1400.0 0.2 0.0 31.1 30.8 212.4
1500.0 -0.6 0.0 0.6 109.7 212.7
1600.0 -1.0 0.0 28.5 24.0 103.5
1700.0 -0.3 0.0 27.7 5.4 108.1 1800.0
Cum. Tot. 0.0 1050.1 919.8 Pg. Tot. 0.0 169.9 248.7
13/07/24 Page 17 of 29
SECTION DETAILS
Legend L-line Location
Pavement (layer three)
Template
Subgrade fill
P-line Location
Topo
Sub horizon 2 (FR)
Stripped Surface
Culverts
Tmpl: DF
CL X: 1696.6
CL Y: -263.9
CL Elev: 95.5 Cut Dp: 0.2
F Slope L: 200 F Slope R: 0 Super L: 4 Super R: -4
1800.0
-2
-2
-1
-1
-5 0 5 1
0 85
Tmpl: DF
CL X: 1743.8
CL Y: -279.3
CL Elev: 91.3 Cut Dp: -0.8
F Slope L: -100 F Slope R: -100 Super L: 4 Super R: -4
1850.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 1781.3
CL Y: -311.9
CL Elev: 89.3 Cut Dp: -0.5
F Slope L: -100 F Slope R: 200 Super L: 4 Super R: -4
1900.0
-2
-2
-1
-1
-5 0 5 1
0 80
Tmpl: DF
CL X: 1806.4
CL Y: -355.1
CL Elev: 89.5 Cut Dp: 0.5
F Slope L: 0 F Slope R: 200 Super L: 0 Super R: 0
1950.0
-2
-2
-1
-1
-5 0 5 1
0 80
Tmpl: DF
CL X: 1830.6
CL Y: -398.8
CL Elev: 90.1 Cut Dp: 0.4
F Slope L: 0 F Slope R: 0 Super L: -3 Super R: 3
2000.0
-2
-2
-1
-1
-5 0 5 1
0 80
Tmpl: DF
CL X: 1861.8
CL Y: -437.8
CL Elev: 89.4 Cut Dp: -0.9
F Slope L: -100 F Slope R: -100 Super L: -1 Super R: 1
2050.0
-2
-2
-1
-1
-5 0 5 1
0 80
Tmpl: DF
CL X: 1894.9
CL Y: -475.3
CL Elev: 88.6 Cut Dp: -1.0
F Slope L: -100 F Slope R: -100 Super L: 3 Super R: -3
2100.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 1918.1
CL Y: -519.2
CL Elev: 90.3 Cut Dp: -0.6
F Slope L: -100 F Slope R: -100 Super L: 4 Super R: -4
2150.0
-2
-2
-1
-1
-5 0 5 1
0 80
Tmpl: DF
CL X: 1922.4
CL Y: -568.7
CL Elev: 94.5 Cut Dp: -0.0
F Slope L: 200 F Slope R: -100 Super L: 4 Super R: -4
2200.0
-2
-2
-1
-1
-5 0 5 1
0 85
Tmpl: DF
CL X: 1911.2
CL Y: -617.4
CL Elev: 99.6 Cut Dp: 0.4
F Slope L: 200 F Slope R: -100 Super L: -2 Super R: 2
2250.0
-2
-2
-1
-1
-5 0 5 1
0 90
Tmpl: DF
CL X: 1905.9
CL Y: -667.0
CL Elev: 104.6 Cut Dp: -0.2
F Slope L: 200 F Slope R: -100 Super L: -2 Super R: 2
2300.0
-2
-2
-1
-1
-5 0 5 1
0 95
Tmpl: DF
CL X: 1907.8
CL Y: -716.9
CL Elev: 108.8 Cut Dp: -0.7
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: -1
2350.0
-2
-2
-1
-1
-5 0 5 1
L-Stn ft.
Cut Dp.
ft.
Strip V.
Cu. Yd.
Cut V.
Cu. Yd.
Fill V.
Cu. Yd.
Mass H.
Cu. Yd.
1800.0 0.2 0.0 1.5 34.7 130.3
1900.0 -0.5 0.0 32.4 7.6 97.2
2000.0 0.4 0.0 2.1 41.0 122.0
2100.0 -1.0 0.0 0.1 53.4 83.1
2200.0 -0.0 0.0 26.2 8.7 29.8
2300.0 -0.2 0.0 8.7 53.5 47.3 2400.0
Cum. Tot. 0.0 1121.2 1118.6 Pg. Tot. 0.0 71.1 198.8
13/07/24 Page 18 of 29
SECTION DETAILS
Legend L-line Location
Pavement (layer three)
Template
Subgrade fill
P-line Location
Topo
Sub horizon 2 (FR)
Stripped Surface
Culverts
Tmpl: DF
CL X: 1909.8
CL Y: -766.9
CL Elev: 112.9 Cut Dp: -0.9
F Slope L: 200 F Slope R: -100 Super L: 1 Super R: -1
2400.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 1908.4
CL Y: -816.8
CL Elev: 116.9 Cut Dp: -0.3
F Slope L: 200 F Slope R: -100 Super L: 3 Super R: -3
2450.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 1895.2
CL Y: -864.9
CL Elev: 121.1 Cut Dp: -0.3
F Slope L: 200 F Slope R: -100 Super L: 2 Super R: -2
2500.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 1875.6
CL Y: -910.9
CL Elev: 126.0 Cut Dp: -0.0
F Slope L: 200 F Slope R: -100 Super L: -3 Super R: 3
2550.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 1866.1
CL Y: -959.6
CL Elev: 131.8 Cut Dp: -0.1
F Slope L: 200 F Slope R: -100 Super L: -5 Super R: 5
2600.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 1878.0
CL Y: -1007.7
CL Elev: 137.7 Cut Dp: 1.2
F Slope L: 200 F Slope R: -100 Super L: -5 Super R: 5
2650.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 1909.1
CL Y: -1046.4
CL Elev: 143.7 Cut Dp: -1.0
F Slope L: 200 F Slope R: -100 Super L: -5 Super R: 5
2700.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 1953.6
CL Y: -1068.4
CL Elev: 149.7 Cut Dp: -1.8
F Slope L: 200 F Slope R: -100 Super L: -3 Super R: 3
2750.0
-2
-2
-1
-1
-5 0 5 1
0 140
Tmpl: DF
CL X: 2002.2
CL Y: -1079.9
CL Elev: 155.3 Cut Dp: -1.0
F Slope L: 200 F Slope R: -100 Super L: -2 Super R: 2
2800.0
-2
-2
-1
-1
-5 0 5 1
0 145
Tmpl: DF
CL X: 2052.0
CL Y: -1083.5
CL Elev: 158.6 Cut Dp: 0.1
F Slope L: 200 F Slope R: -100 Super L: 1 Super R: -1
2850.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 2101.1
CL Y: -1091.4
CL Elev: 159.5 Cut Dp: -0.6
F Slope L: 200 F Slope R: -100 Super L: 4 Super R: -4
2900.0
-2
-2
-1
-1
-5 0 5 1
0 150
Tmpl: DF
CL X: 2143.3
CL Y: -1117.6
CL Elev: 160.8 Cut Dp: -0.1
F Slope L: 200 F Slope R: -100 Super L: 4 Super R: -4
2950.0
-2
-2
-1
-1
-5 0 5 1
0 150
L-Stn ft.
Cut Dp.
ft.
Strip V.
Cu. Yd.
Cut V.
Cu. Yd.
Fill V.
Cu. Yd.
Mass H.
Cu. Yd.
2400.0 -0.9 0.0 10.2 42.6 2.6
2500.0 -0.3 0.0 29.2 36.0 -29.8
2600.0 -0.1 0.0 73.5 40.2 -36.6
2700.0 -1.0 0.0 11.0 118.2 -3.3
2800.0 -1.0 0.0 31.6 40.0 -110.6
2900.0 -0.6 0.0 18.4 29.6 -118.9 3000.0
Cum. Tot. 0.0 1295.1 1425.2 Pg. Tot. 0.0 173.9 306.5
13/07/24 Page 19 of 29
SECTION DETAILS
Legend L-line Location
Pavement (layer three)
Template
Subgrade fill
P-line Location
Topo
Sub horizon 2 (FR)
Stripped Surface
Culverts
Tmpl: DF
CL X: 2171.9
CL Y: -1158.1
CL Elev: 164.5 Cut Dp: 0.9
F Slope L: 200 F Slope R: 0 Super L: 4 Super R: -4
3000.0
-2
-2
-1
-1
-5 0 5 1
0 155
Tmpl: DF
CL X: 2185.1
CL Y: -1206.3
CL Elev: 169.7 Cut Dp: 0.5
F Slope L: 200 F Slope R: -100 Super L: 1 Super R: -1
3050.0
-2
-2
-1
-1
-5 0 5 1
0 160
Tmpl: DF
CL X: 2195.5
CL Y: -1255.2
CL Elev: 174.9 Cut Dp: 0.1
F Slope L: 200 F Slope R: -100 Super L: 3 Super R: -3
3100.0
-2
-2
-1
-1
-5 0 5 1
0 165
Tmpl: DF
CL X: 2197.6
CL Y: -1305.0
CL Elev: 180.1 Cut Dp: -0.5
F Slope L: 200 F Slope R: -100 Super L: 1 Super R: -1
3150.0
-2
-2
-1
-1
-5 0 5 1
0 170
Tmpl: DF
CL X: 2196.9
CL Y: -1355.0
CL Elev: 185.3 Cut Dp: -0.5
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: -1
3200.0
-2
-2
-1
-1
-5 0 5 1
0 175
Tmpl: DF
CL X: 2196.1
CL Y: -1405.0
CL Elev: 190.6 Cut Dp: -0.4
F Slope L: 200 F Slope R: -100 Super L: 2 Super R: -2
3250.0
-2
-2
-1
-1
-5 0 5 1
0 180
Tmpl: DF
CL X: 2191.1
CL Y: -1454.8
CL Elev: 196.4 Cut Dp: 0.4
F Slope L: 200 F Slope R: -100 Super L: 0 Super R: -1
3300.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 2185.8
CL Y: -1504.5
CL Elev: 202.5 Cut Dp: -0.2
F Slope L: 200 F Slope R: -100 Super L: -3 Super R: 3
3350.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 2188.8
CL Y: -1554.1
CL Elev: 208.7 Cut Dp: -0.2
F Slope L: 200 F Slope R: -100 Super L: -4 Super R: 4
3400.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 2209.1
CL Y: -1599.6
CL Elev: 214.2 Cut Dp: 1.1
F Slope L: 200 F Slope R: -100 Super L: -3 Super R: 3
3450.0
-2
-2
-1
-1
-5 0 5 1
0 205
Tmpl: DF
CL X: 2241.2
CL Y: -1637.8
CL Elev: 218.3 Cut Dp: -1.2
F Slope L: 200 F Slope R: -100 Super L: 3 Super R: -3
3500.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 2264.6
CL Y: -1681.8
CL Elev: 222.3 Cut Dp: -0.7
F Slope L: 200 F Slope R: -100 Super L: 1 Super R: -1
3550.0
-2
-2
-1
-1
-5 0 5 1
L-Stn ft.
Cut Dp.
ft.
Strip V.
Cu. Yd.
Cut V.
Cu. Yd.
Fill V.
Cu. Yd.
Mass H.
Cu. Yd.
3000.0 0.9 0.0 39.4 10.1 -130.0
3100.0 0.1 0.0 14.5 43.5 -100.8
3200.0 -0.5 0.0 17.3 33.4 -129.7
3300.0 0.4 0.0 18.5 20.6 -145.9
3400.0 -0.2 0.0 29.3 32.6 -148.0
3500.0 -1.2 0.0 14.0 88.3 -151.3 3600.0
Cum. Tot. 0.0 1428.1 1653.7 Pg. Tot. 0.0 133.0 228.6
13/07/24 Page 20 of 29
SECTION DETAILS
Legend L-line Location
Pavement (layer three)
Template
Subgrade fill
P-line Location
Topo
Sub horizon 2 (FR)
Stripped Surface
Culverts
Tmpl: DF
CL X: 2285.3
CL Y: -1727.4
CL Elev: 226.3 Cut Dp: 0.0
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: -1
3600.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 2306.0
CL Y: -1772.9
CL Elev: 231.3 Cut Dp: -0.2
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: -1
3650.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 2326.6
CL Y: -1818.4
CL Elev: 236.8 Cut Dp: 0.1
F Slope L: 200 F Slope R: -100 Super L: 2 Super R: -2
3700.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 2344.4
CL Y: -1865.1
CL Elev: 242.3 Cut Dp: 1.9
F Slope L: 200 F Slope R: 0 Super L: 0 Super R: -1
3750.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 2361.6
CL Y: -1912.1
CL Elev: 247.8 Cut Dp: 2.2
F Slope L: 200 F Slope R: -100 Super L: -2 Super R: 2
3800.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 2382.1
CL Y: -1957.6
CL Elev: 253.0 Cut Dp: 1.3
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: 1
3850.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 2404.2
CL Y: -2002.5
CL Elev: 256.8 Cut Dp: 1.5
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: -1
3900.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 2426.2
CL Y: -2047.4
CL Elev: 258.9 Cut Dp: 1.3
F Slope L: 200 F Slope R: -100 Super L: 0 Super R: -1
3950.0
-2
-2
-1
-1
-5 0 5 1
0 250
Tmpl: DF
CL X: 2447.6
CL Y: -2092.6
CL Elev: 259.7 Cut Dp: -1.2
F Slope L: 200 F Slope R: -100 Super L: 3 Super R: -3
4000.0
-2
-2
-1
-1
-5 0 5 1
0 250
Tmpl: DF
CL X: 2459.8
CL Y: -2140.9
CL Elev: 261.8 Cut Dp: -3.8
F Slope L: -100 F Slope R: -100 Super L: 2 Super R: -2
4050.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 2463.9
CL Y: -2190.8
CL Elev: 265.4 Cut Dp: -2.5
F Slope L: 200 F Slope R: -100 Super L: 0 Super R: -1
4100.0
-2
-2
-1
-1
-5 0 5 1
0 255
Tmpl: DF
CL X: 2467.9
CL Y: -2240.6
CL Elev: 270.4 Cut Dp: 0.0
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: -1
4150.0
-2
-2
-1
-1
-5 0 5 1
0 260
L-Stn ft.
Cut Dp.
ft.
Strip V.
Cu. Yd.
Cut V.
Cu. Yd.
Fill V.
Cu. Yd.
Mass H.
Cu. Yd.
3600.0 0.0 0.0 32.2 38.6 -225.6
3700.0 0.1 0.0 107.7 4.2 -232.0
3800.0 2.2 0.0 104.6 5.0 -128.5
3900.0 1.5 0.0 76.8 34.6 -28.9
4000.0 -1.2 0.0 3.3 183.7 13.3
4100.0 -2.5 0.0 33.0 62.9 -167.1 4200.0
Cum. Tot. 0.0 1785.7 1982.7 Pg. Tot. 0.0 357.6 328.9
13/07/24 Page 21 of 29
SECTION DETAILS
Legend L-line Location
Pavement (layer three)
Template
Subgrade fill
P-line Location
Topo
Sub horizon 2 (FR)
Stripped Surface
Culverts
Tmpl: DF
CL X: 2471.8
CL Y: -2290.4
CL Elev: 275.5 Cut Dp: 0.7
F Slope L: 200 F Slope R: -100 Super L: -2 Super R: 2
4200.0
-2
-2
-1
-1
-5 0 5 1
0 265
Tmpl: DF
CL X: 2477.9
CL Y: -2340.1
CL Elev: 280.6 Cut Dp: 0.8
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: 0
4250.0
-2
-2
-1
-1
-5 0 5 1
0 270
Tmpl: DF
CL X: 2484.2
CL Y: -2389.7
CL Elev: 285.0 Cut Dp: 0.4
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: -1
4300.0
-2
-2
-1
-1
-5 0 5 1
0 275
Tmpl: DF
CL X: 2490.5
CL Y: -2439.3
CL Elev: 287.1 Cut Dp: 3.2
F Slope L: 200 F Slope R: 0 Super L: -1 Super R: -1
4350.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 2496.8
CL Y: -2488.9
CL Elev: 286.6 Cut Dp: 1.4
F Slope L: 200 F Slope R: -100 Super L: 1 Super R: -1
4400.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 2500.9
CL Y: -2538.6
CL Elev: 286.0 Cut Dp: -4.7
F Slope L: -100 F Slope R: -100 Super L: 3 Super R: -3
4450.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 2493.5
CL Y: -2588.0
CL Elev: 287.7 Cut Dp: -4.9
F Slope L: -100 F Slope R: -100 Super L: 3 Super R: -3
4500.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 2474.1
CL Y: -2633.9
CL Elev: 291.2 Cut Dp: 0.3
F Slope L: 200 F Slope R: -100 Super L: 3 Super R: -3
4550.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 2446.5
CL Y: -2675.6
CL Elev: 294.8 Cut Dp: 0.2
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: -1
4600.0
-2
-2
-1
-1
-5 0 5 1
0 285
Tmpl: DF
CL X: 2419.1
CL Y: -2717.4
CL Elev: 298.3 Cut Dp: -0.3
F Slope L: 200 F Slope R: -100 Super L: -2 Super R: 2
4650.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 2402.4
CL Y: -2764.5
CL Elev: 301.9 Cut Dp: 0.0
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: -1
4700.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 2386.0
CL Y: -2811.7
CL Elev: 305.4 Cut Dp: 0.8
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: -1
4750.0
-2
-2
-1
-1
-5 0 5 1
0 295
L-Stn ft.
Cut Dp.
ft.
Strip V.
Cu. Yd.
Cut V.
Cu. Yd.
Fill V.
Cu. Yd.
Mass H.
Cu. Yd.
4200.0 0.7 0.0 53.7 11.6 -196.9
4300.0 0.4 0.0 178.8 2.3 -154.8
4400.0 1.4 0.0 52.6 364.8 21.6
4500.0 -4.9 0.0 40.6 60.0 -290.6
4600.0 0.2 0.0 30.4 35.4 -309.9
4700.0 0.0 0.0 46.7 20.0 -315.0 4800.0
Cum. Tot. 0.0 2188.4 2476.7 Pg. Tot. 0.0 402.7 494.1
13/07/24 Page 22 of 29
SECTION DETAILS
Legend L-line Location
Pavement (layer three)
Template
Subgrade fill
P-line Location
Topo
Sub horizon 2 (FR)
Stripped Surface
Culverts
Tmpl: DF
CL X: 2369.7
CL Y: -2859.0
CL Elev: 308.9 Cut Dp: 0.4
F Slope L: 200 F Slope R: -100 Super L: -2 Super R: 2
4800.0
-2
-2
-1
-1
-5 0 5 1
0 300
Tmpl: DF
CL X: 2360.8
CL Y: -2908.1
CL Elev: 312.5 Cut Dp: 0.7
F Slope L: 200 F Slope R: -100 Super L: -3 Super R: 3
4850.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 2364.2
CL Y: -2957.8
CL Elev: 315.6 Cut Dp: 0.8
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: 1
4900.0
-2
-2
-1
-1
-5 0 5 1
0 305
Tmpl: DF
CL X: 2371.9
CL Y: -3007.3
CL Elev: 317.4 Cut Dp: 1.0
F Slope L: 200 F Slope R: -100 Super L: 0 Super R: -1
4950.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 2379.2
CL Y: -3056.7
CL Elev: 318.0 Cut Dp: 0.2
F Slope L: 200 F Slope R: -100 Super L: 2 Super R: -2
5000.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 2381.7
CL Y: -3106.6
CL Elev: 318.8 Cut Dp: 0.3
F Slope L: 200 F Slope R: -100 Super L: 0 Super R: -1
5050.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 2383.8
CL Y: -3156.6
CL Elev: 320.8 Cut Dp: -0.1
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: -1
5100.0
-2
-2
-1
-1
-5 0 5 1
0 310
Tmpl: DF
CL X: 2385.9
CL Y: -3206.6
CL Elev: 324.0 Cut Dp: -0.2
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: -1
5150.0
-2
-2
-1
-1
-5 0 5 1
0 315
Tmpl: DF
CL X: 2388.0
CL Y: -3256.5
CL Elev: 327.8 Cut Dp: -0.5
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: -1
5200.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 2390.1
CL Y: -3306.5
CL Elev: 331.6 Cut Dp: 0.2
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: 0
5250.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 2392.4
CL Y: -3356.4
CL Elev: 335.4 Cut Dp: -0.1
F Slope L: 200 F Slope R: -100 Super L: -2 Super R: 2
5300.0
-2
-2
-1
-1
-5 0 5 1
0 325
Tmpl: DF
CL X: 2403.0
CL Y: -3405.1
CL Elev: 339.1 Cut Dp: -0.1
F Slope L: 200 F Slope R: -100 Super L: -3 Super R: 3
5350.0
-2
-2
-1
-1
-5 0 5 1
0 330
L-Stn ft.
Cut Dp.
ft.
Strip V.
Cu. Yd.
Cut V.
Cu. Yd.
Fill V.
Cu. Yd.
Mass H.
Cu. Yd.
4800.0 0.4 0.0 59.5 24.3 -288.3
4900.0 0.8 0.0 64.5 20.0 -253.1
5000.0 0.2 0.0 36.1 30.2 -208.6
5100.0 -0.1 0.0 20.9 43.3 -202.8
5200.0 -0.5 0.0 29.1 27.1 -225.2
5300.0 -0.1 0.0 29.8 29.7 -223.1 5400.0
Cum. Tot. 0.0 2428.4 2651.4 Pg. Tot. 0.0 240.0 174.7
13/07/24 Page 23 of 29
SECTION DETAILS
Legend L-line Location
Pavement (layer three)
Template
Subgrade fill
P-line Location
Topo
Sub horizon 2 (FR)
Stripped Surface
Culverts
Tmpl: DF
CL X: 2425.3
CL Y: -3449.8
CL Elev: 342.9 Cut Dp: 1.1
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: 1
5400.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 2451.8
CL Y: -3492.2
CL Elev: 346.8 Cut Dp: 0.5
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: -1
5450.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 2478.3
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CL X: 2531.2
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CL X: 2638.0
CL Y: -3788.5
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CL X: 2691.4
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CL X: 2718.1
CL Y: -3915.4
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5950.0
-2
-2
-1
-1
-5 0 5 1
0 385
L-Stn ft.
Cut Dp.
ft.
Strip V.
Cu. Yd.
Cut V.
Cu. Yd.
Fill V.
Cu. Yd.
Mass H.
Cu. Yd.
5400.0 1.1 0.0 46.6 25.1 -223.0
5500.0 -0.9 0.0 16.2 49.2 -201.5
5600.0 0.2 0.0 43.6 17.0 -234.5
5700.0 0.1 0.0 6.6 50.3 -208.0
5800.0 -1.0 0.0 6.7 36.8 -251.7
5900.0 -0.1 0.0 6.2 22.4 -281.7 6000.0
Cum. Tot. 0.0 2554.4 2852.3 Pg. Tot. 0.0 125.9 200.8
13/07/24 Page 24 of 29
SECTION DETAILS
Legend L-line Location
Pavement (layer three)
Template
Subgrade fill
P-line Location
Topo
Sub horizon 2 (FR)
Stripped Surface
Culverts
Tmpl: DF
CL X: 2744.8
CL Y: -3957.6
CL Elev: 400.6 Cut Dp: -0.5
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: -1
6000.0
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-1
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Tmpl: DF
CL X: 2771.5
CL Y: -3999.9
CL Elev: 405.8 Cut Dp: -0.6
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: -1
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Tmpl: DF
CL X: 2798.2
CL Y: -4042.2
CL Elev: 409.6 Cut Dp: 0.6
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: -1
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CL X: 2824.9
CL Y: -4084.5
CL Elev: 412.3 Cut Dp: 2.7
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6150.0
-2
-2
-1
-1
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CL X: 2846.1
CL Y: -4129.6
CL Elev: 413.7 Cut Dp: 3.8
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CL X: 2864.5
CL Y: -4176.1
CL Elev: 413.8 Cut Dp: 3.6
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CL X: 2882.9
CL Y: -4222.6
CL Elev: 412.7 Cut Dp: 0.4
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CL X: 2902.6
CL Y: -4268.6
CL Elev: 410.4 Cut Dp: -1.3
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CL X: 2931.4
CL Y: -4309.2
CL Elev: 406.8 Cut Dp: -1.4
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CL X: 2967.1
CL Y: -4344.1
CL Elev: 402.8 Cut Dp: 0.8
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-2
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CL X: 3010.1
CL Y: -4369.5
CL Elev: 398.9 Cut Dp: 1.6
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CL X: 3057.5
CL Y: -4385.3
CL Elev: 394.9 Cut Dp: 2.2
F Slope L: -100 F Slope R: 200 Super L: -1 Super R: 0
6550.0
-2
-2
-1
-1
-5 0 5 1
0 385
L-Stn ft.
Cut Dp.
ft.
Strip V.
Cu. Yd.
Cut V.
Cu. Yd.
Fill V.
Cu. Yd.
Mass H.
Cu. Yd.
6000.0 -0.5 0.0 6.5 38.0 -297.9
6100.0 0.6 0.0 144.1 0.0 -329.4
6200.0 3.8 0.0 224.3 1.6 -185.4
6300.0 0.4 0.0 16.1 109.8 37.4
6400.0 -1.4 0.0 55.8 61.8 -56.4
6500.0 1.6 0.0 151.7 6.1 -62.3 6600.0
Cum. Tot. 0.0 3152.9 3069.5 Pg. Tot. 0.0 598.5 217.2
13/07/24 Page 25 of 29
SECTION DETAILS
Legend L-line Location
Pavement (layer three)
Template
Subgrade fill
P-line Location
Topo
Sub horizon 2 (FR)
Stripped Surface
Culverts
Tmpl: DF
CL X: 3105.3
CL Y: -4399.8
CL Elev: 391.0 Cut Dp: 1.5
F Slope L: -100 F Slope R: 200 Super L: -1 Super R: -1
6600.0
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-1
-1
-5 0 5 1
Tmpl: DF
CL X: 3153.1
CL Y: -4414.4
CL Elev: 387.0 Cut Dp: 0.6
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6650.0
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-1
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Tmpl: DF
CL X: 3200.8
CL Y: -4429.4
CL Elev: 383.0 Cut Dp: 0.4
F Slope L: -100 F Slope R: 200 Super L: 3 Super R: -3
6700.0
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Tmpl: DF
CL X: 3244.7
CL Y: -4453.1
CL Elev: 379.1 Cut Dp: -2.0
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6750.0
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Tmpl: DF
CL X: 3283.4
CL Y: -4484.8
CL Elev: 375.1 Cut Dp: -1.0
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6800.0
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CL X: 3321.6
CL Y: -4517.0
CL Elev: 371.2 Cut Dp: -0.0
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6850.0
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CL X: 3359.8
CL Y: -4549.3
CL Elev: 367.9 Cut Dp: 0.7
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CL X: 3400.3
CL Y: -4578.3
CL Elev: 366.4 Cut Dp: 1.3
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6950.0
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CL X: 3435.1
CL Y: -4613.6
CL Elev: 366.2 Cut Dp: 1.9
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CL X: 3450.8
CL Y: -4660.7
CL Elev: 365.1 Cut Dp: 3.2
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7050.0
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Tmpl: DF
CL X: 3444.3
CL Y: -4709.8
CL Elev: 362.2 Cut Dp: 2.0
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7100.0
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-2
-1
-1
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Tmpl: DF
CL X: 3417.0
CL Y: -4751.3
CL Elev: 357.7 Cut Dp: -3.5
F Slope L: -100 F Slope R: -100 Super L: -1 Super R: 1
7150.0
-2
-2
-1
-1
-5 0 5 1
L-Stn ft.
Cut Dp.
ft.
Strip V.
Cu. Yd.
Cut V.
Cu. Yd.
Fill V.
Cu. Yd.
Mass H.
Cu. Yd.
6600.0 1.5 0.0 67.4 15.7 83.4
6700.0 0.4 0.0 11.0 98.6 135.1
6800.0 -1.0 0.0 23.1 28.2 47.4
6900.0 0.7 0.0 78.2 0.1 42.3
7000.0 1.9 0.0 219.7 1.1 120.4
7100.0 2.0 0.0 25.2 238.0 339.1 7200.0
Cum. Tot. 0.0 3577.5 3451.2 Pg. Tot. 0.0 424.6 381.7
13/07/24 Page 26 of 29
SECTION DETAILS
Legend L-line Location
Pavement (layer three)
Template
Subgrade fill
P-line Location
Topo
Sub horizon 2 (FR)
Stripped Surface
Culverts
Tmpl: DF
CL X: 3394.0
CL Y: -4795.1
CL Elev: 353.4 Cut Dp: -4.2
F Slope L: -100 F Slope R: -100 Super L: -5 Super R: 5
7200.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 3392.5
CL Y: -4844.7
CL Elev: 351.6 Cut Dp: -0.1
F Slope L: -100 F Slope R: 200 Super L: -5 Super R: 5
7250.0
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-2
-1
-1
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Tmpl: DF
CL X: 3408.4
CL Y: -4892.0
CL Elev: 350.5 Cut Dp: -0.3
F Slope L: -100 F Slope R: 200 Super L: 2 Super R: -2
7300.0
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Tmpl: DF
CL X: 3418.3
CL Y: -4940.9
CL Elev: 347.2 Cut Dp: 0.8
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7350.0
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-2
-1
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Tmpl: DF
CL X: 3415.8
CL Y: -4990.7
CL Elev: 344.2 Cut Dp: -0.3
F Slope L: -100 F Slope R: 200 Super L: 3 Super R: -3
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Tmpl: DF
CL X: 3404.2
CL Y: -5039.3
CL Elev: 342.9 Cut Dp: -1.2
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7450.0
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Tmpl: DF
CL X: 3381.2
CL Y: -5083.4
CL Elev: 342.0 Cut Dp: 0.2
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7500.0
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-2
-1
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Tmpl: DF
CL X: 3346.7
CL Y: -5119.5
CL Elev: 340.1 Cut Dp: -3.9
F Slope L: -100 F Slope R: -100 Super L: -5 Super R: 5
7550.0
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Tmpl: DF
CL X: 3326.6
CL Y: -5164.7
CL Elev: 339.7 Cut Dp: 0.3
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7600.0
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-2
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Tmpl: DF
CL X: 3317.5
CL Y: -5213.6
CL Elev: 340.6 Cut Dp: 2.7
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7650.0
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Tmpl: DF
CL X: 3289.9
CL Y: -5255.1
CL Elev: 341.5 Cut Dp: -1.5
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7700.0
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Tmpl: DF
CL X: 3263.4
CL Y: -5297.1
CL Elev: 341.3 Cut Dp: 0.0
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7750.0
-2
-2
-1
-1
-5 0 5 1
L-Stn ft.
Cut Dp.
ft.
Strip V.
Cu. Yd.
Cut V.
Cu. Yd.
Fill V.
Cu. Yd.
Mass H.
Cu. Yd.
7200.0 -4.2 0.0 33.6 135.2 126.3
7300.0 -0.3 0.0 83.1 98.0 24.7
7400.0 -0.3 0.0 48.2 96.1 9.8
7500.0 0.2 0.0 13.5 306.7 -38.2
7600.0 0.3 0.0 132.6 86.3 -331.3
7700.0 -1.5 0.0 52.7 187.3 -285.0 7800.0
Cum. Tot. 0.0 3941.2 4360.8 Pg. Tot. 0.0 363.7 909.6
13/07/24 Page 27 of 29
SECTION DETAILS
Legend L-line Location
Pavement (layer three)
Template
Subgrade fill
P-line Location
Topo
Sub horizon 2 (FR)
Stripped Surface
Culverts
Tmpl: DF
CL X: 3259.9
CL Y: -5346.4
CL Elev: 339.9 Cut Dp: -7.4
F Slope L: -100 F Slope R: -100 Super L: -6 Super R: 6
7800.0
-2
-2
-1
-1
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Tmpl: DF
CL X: 3281.8
CL Y: -5390.7
CL Elev: 337.7 Cut Dp: 3.2
F Slope L: 200 F Slope R: 200 Super L: -6 Super R: 6
7850.0
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-1
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Tmpl: DF
CL X: 3323.2
CL Y: -5417.7
CL Elev: 334.6 Cut Dp: 15.1
F Slope L: 200 F Slope R: 200 Super L: -4 Super R: 4
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Tmpl: DF
CL X: 3371.5
CL Y: -5430.1
CL Elev: 330.2 Cut Dp: 3.3
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Tmpl: DF
CL X: 3408.4
CL Y: -5462.8
CL Elev: 324.6 Cut Dp: -3.7
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8000.0
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Tmpl: DF
CL X: 3422.6
CL Y: -5510.1
CL Elev: 318.8 Cut Dp: -2.7
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8050.0
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Tmpl: DF
CL X: 3417.4
CL Y: -5559.8
CL Elev: 314.1 Cut Dp: -0.5
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Tmpl: DF
CL X: 3411.5
CL Y: -5609.4
CL Elev: 310.7 Cut Dp: 1.2
F Slope L: -100 F Slope R: 200 Super L: -1 Super R: -1
8150.0
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-2
-1
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0 300
Tmpl: DF
CL X: 3405.5
CL Y: -5659.1
CL Elev: 307.2 Cut Dp: 1.5
F Slope L: -100 F Slope R: 200 Super L: 2 Super R: -2
8200.0
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-2
-1
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Tmpl: DF
CL X: 3392.8
CL Y: -5707.2
CL Elev: 302.6 Cut Dp: 3.2
F Slope L: -100 F Slope R: 200 Super L: 2 Super R: -2
8250.0
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-2
-1
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Tmpl: DF
CL X: 3374.2
CL Y: -5753.6
CL Elev: 297.6 Cut Dp: 1.2
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8300.0
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-2
-1
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Tmpl: DF
CL X: 3365.9
CL Y: -5802.3
CL Elev: 294.0 Cut Dp: -0.5
F Slope L: -100 F Slope R: 200 Super L: -6 Super R: 6
8350.0
-2
-2
-1
-1
-5 0 5 1
0 285
L-Stn ft.
Cut Dp.
ft.
Strip V.
Cu. Yd.
Cut V.
Cu. Yd.
Fill V.
Cu. Yd.
Mass H.
Cu. Yd.
7800.0 -7.4 0.0 487.9 331.1 -419.6
7900.0 15.1 0.0 441.1 55.8 -262.9
8000.0 -3.7 0.0 21.4 230.3 122.4
8100.0 -0.5 0.0 102.8 43.9 -86.5
8200.0 1.5 0.0 171.8 13.7 -27.6
8300.0 1.2 0.0 67.7 304.5 130.6 8400.0
Cum. Tot. 0.0 5234.0 5340.1 Pg. Tot. 0.0 1292.8 979.4
13/07/24 Page 28 of 29
SECTION DETAILS
Legend L-line Location
Pavement (layer three)
Template
Subgrade fill
P-line Location
Topo
Sub horizon 2 (FR)
Stripped Surface
Culverts
Tmpl: DF
CL X: 3384.3
CL Y: -5848.1
CL Elev: 292.0 Cut Dp: -15.0
F Slope L: -100 F Slope R: -100 Super L: -6 Super R: 6
8400.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 3421.8
CL Y: -5881.0
CL Elev: 291.8 Cut Dp: -5.2
F Slope L: -100 F Slope R: -100 Super L: 4 Super R: -4
8450.0
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-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 3448.5
CL Y: -5922.6
CL Elev: 293.1 Cut Dp: 1.3
F Slope L: 200 F Slope R: -100 Super L: 5 Super R: -5
8500.0
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-2
-1
-1
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Tmpl: DF
CL X: 3452.1
CL Y: -5972.0
CL Elev: 296.2 Cut Dp: 1.6
F Slope L: 200 F Slope R: 0 Super L: 5 Super R: -5
8550.0
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-1
-1
-5 0 5 1
Tmpl: DF
CL X: 3432.2
CL Y: -6017.4
CL Elev: 299.9 Cut Dp: -0.9
F Slope L: 200 F Slope R: -100 Super L: -2 Super R: 2
8600.0
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Tmpl: DF
CL X: 3408.4
CL Y: -6061.4
CL Elev: 303.6 Cut Dp: -0.4
F Slope L: 200 F Slope R: -100 Super L: -1 Super R: -1
8650.0
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Tmpl: DF
CL X: 3384.6
CL Y: -6105.4
CL Elev: 307.4 Cut Dp: 0.0
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8700.0
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Tmpl: DF
CL X: 3360.9
CL Y: -6149.4
CL Elev: 311.1 Cut Dp: 1.0
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8750.0
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Tmpl: DF
CL X: 3337.2
CL Y: -6193.4
CL Elev: 314.7 Cut Dp: 0.4
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Tmpl: DF
CL X: 3317.2
CL Y: -6239.2
CL Elev: 317.9 Cut Dp: -0.9
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8850.0
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Tmpl: DF
CL X: 3309.0
CL Y: -6288.3
CL Elev: 321.0 Cut Dp: -0.4
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8900.0
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-5 0 5 1
Tmpl: DF
CL X: 3306.2
CL Y: -6338.3
CL Elev: 324.2 Cut Dp: -0.4
F Slope L: 200 F Slope R: -100 Super L: 0 Super R: -1
8950.0
-2
-2
-1
-1
-5 0 5 1
0 315
L-Stn ft.
Cut Dp.
ft.
Strip V.
Cu. Yd.
Cut V.
Cu. Yd.
Fill V.
Cu. Yd.
Mass H.
Cu. Yd.
8400.0 -15.0 0.0 7.0 635.7 -106.1
8500.0 1.3 0.0 96.9 4.7 -734.9
8600.0 -0.9 0.0 26.8 66.3 -642.6
8700.0 0.0 0.0 65.3 13.3 -682.1
8800.0 0.4 0.0 15.6 51.0 -630.1
8900.0 -0.4 0.0 44.4 83.3 -665.5 9000.0
Cum. Tot. 0.0 5490.0 6194.4 Pg. Tot. 0.0 256.0 854.2
13/07/24 Page 29 of 29
SECTION DETAILS
Legend L-line Location
Pavement (layer three)
Template
Subgrade fill
P-line Location
Topo
Sub horizon 2 (FR)
Stripped Surface
Culverts
Tmpl: DF
CL X: 3302.8
CL Y: -6388.1
CL Elev: 327.4 Cut Dp: -0.6
F Slope L: 200 F Slope R: -100 Super L: 3 Super R: -3
9000.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 3290.5
CL Y: -6436.5
CL Elev: 330.5 Cut Dp: 1.7
F Slope L: 200 F Slope R: -100 Super L: 1 Super R: -1
9050.0
-2
-2
-1
-1
-5 0 5 1
0 320
Tmpl: DF
CL X: 3275.6
CL Y: -6484.3
CL Elev: 333.7 Cut Dp: 0.9
F Slope L: 200 F Slope R: -100 Super L: 1 Super R: -1
9100.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 3257.1
CL Y: -6530.5
CL Elev: 336.8 Cut Dp: -0.3
F Slope L: 200 F Slope R: -100 Super L: 4 Super R: -4
9150.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 3225.7
CL Y: -6569.3
CL Elev: 340.0 Cut Dp: 0.5
F Slope L: 200 F Slope R: -100 Super L: 0 Super R: 0
9200.0
-2
-2
-1
-1
-5 0 5 1
0 330
Tmpl: DF
CL X: 3195.2
CL Y: -6608.7
CL Elev: 343.2 Cut Dp: 0.2
F Slope L: 200 F Slope R: -100 Super L: -4 Super R: 4
9250.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 3178.9
CL Y: -6655.7
CL Elev: 346.3 Cut Dp: -0.6
F Slope L: -100 F Slope R: -100 Super L: -3 Super R: 3
9300.0
-2
-2
-1
-1
-5 0 5 1
Tmpl: DF
CL X: 3174.7
CL Y: -6705.5
CL Elev: 349.5 Cut Dp: 0.1
F Slope L: 200 F Slope R: 0 Super L: -1 Super R: 0
9350.0
-2
-2
-1
-1
-5 0 5 1
0 340
L-Stn ft.
Cut Dp.
ft.
Strip V.
Cu. Yd.
Cut V.
Cu. Yd.
Fill V.
Cu. Yd.
Mass H.
Cu. Yd.
9000.0 -0.6 0.0 118.3 34.0 -704.4
9100.0 0.9 0.0 40.3 13.1 -620.1
9200.0 0.5 0.0 39.4 42.9 -592.8
9300.0 -0.6 0.0 2.9 7.7 -596.3
9380.8 0.0 -601.1
Cum. Tot. 0.0 5691.0 6292.0 Pg. Tot. 0.0 201.0 97.7
| 01_WestDeerCrRoadConstruction_Cover |
| 02_WestDeerCrRoadConstruction_VicinityMap |
| 03_WestDeerCrRoadConstruction_pgs3-31 |
| 3 |
| 4-13 |
| 14-29 |
| 30 |
| 31 |
File details come from the government source that posted it. Updated .