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DAKOTA
SOUTH
STATE OFPROJECT
SHEETSHEETS
TOTAL
NH 0046(62)278
NH 0018(188)320
12/13/2017Plotting Date:
trpr1
3670
1:2
00
Plotted Fro
m -
Plot Scale -
File -
U:\rd\prj\gre
g04E
A\titlez.d
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23
35 36
25
24
13
12
19
30
31
16
21
17
28
33
15
22
27
23
14
9 10
13
24 19 20 21
281
28118
373
AV
E
374
AV
E
375
AV
E
376
AV
E
378
AV
E
379
AV
E
380
AV
E
381
AV
E
300 AVE
302 ST
301 ST
32
MISSOURI
RIVER
Creek
Randall
Day’s
Creek
33 34
10
15
46
PICKSTOWN
SOUTH DAKOTA
NEBRASKA
297 ST 383
AV
E
382
AV
E
RECREATION
AREA
RANDALL CREEK
POP. 201
Ft. RandallDam
R 67 WR 66 W
R 65 W
T 95
NT 96
N
NORTH POINT
RECREATION
AREA
LAKE FRANCISCASE
18
END NH 0018(188)320
T 95
N
36
12
1211
298 ST
Creek
NH 0046(62)278
MRM = 332.55 + 0.029Station d 161+11.9
MRM = 278.00 + 0.700
BEGIN NH 0018(188)320
U:\rd\prj\gre
g04E
A\titlez.d
gn
File -
Plotting Date: 12/13/2017
Plot Scale -
1:2
00
Plotted Fro
m -
trpr1
3670
INDEX OF SHEETS
Section Z: Pipe Sections
MRM = 320.79 + 0.217
on WAR 490
Station 694+65.6 = 694+65.6
GREGORY COUNTY
CHARLES MIX COUNTY
a 698+33.2 Ah
750+59.7 Bk =
EQUATION
c 13+34.64 Ah
b 107+85.74 Bk =
EQUATION
b 10+00.00 Ah
a 1007+71.37 Bk =
EQUATION
d 121+23.18 Ah
c 121+22.90 Bk =
EQUATIONSpillway Bridged 121+23.18 to d 131+55.70MRM = 332.05 + 0.000Str. No. 12 - 378 - 299
26
Z18 SD46 Pipe Sections
Z2 - Z17 US18 Pipe Sections
Z1 General Layout W/Index
Z1 Z18
1762.6
42.6’ R
1750
1755
1760
1765
1770
1775
1750
1755
1760
1765
1770
1775
a 774+80a 775+00a 775+20a 775+40a 775+60a 775+80a 776+00a 776+20a 776+40a 776+60a 776+80
1762.71762.6
0 160-160
a 776+10 1750
1755
1760
1765
1770
1775
1762.5
42.4’ L
& 2 Safety Ends
Install 18" - 48’ CMP
a 775+72-49’R (7 ac)
& 2 Sloped Ends
Install 30" - 68’ RCP
a 776+10 (9 ac)
NO.
SHEET
SHEETS
TOTALPROJECT
DAKOTA
SOUTH
STATE OF
03/02/2018Plotting Date:
0 160-160
750+59 1795
1800
1805
1810
1815
1820
1825
1830
US18
750+59.7
Repair 4’x6’ RC Cattle Pass:
Cleanout Pipe Culvert
Left: Remove & Reset End Section
& 1 Barrel Section (6’)
Right: Install 4’x6’ - 4’ RC Cattle Pass
& 1 RC Cattle Pass End Section
Repair Joints That Were Not Reset
Tie Bolt All Sections
27’R Clearz
one
Remove & Reset End Section
& 1 Barrel Section (6’+/-)
750+59.7 R
Widen Highway Inslope
to Extend Pipe
Revised 3-2-18 BLG
Remove RC Cattle Pass End Section
Install 4’x6’ - 4’ RC Cattle Pass Section
& 1 RC Cattle Pass End Section
NH 0018(188)320 Z2 Z18
NO.
SHEET
SHEETS
TOTALPROJECT
DAKOTA
SOUTH
STATE OF
12/13/2017Plotting Date:
(Incidental Work, Grading)
Take Out 2-18" CMP End Sections
a 802+96
0 160-160
a 802+96 1765
1770
1775
1780
1785
1790
1795
Existing 18" CMP
Install 2-18" CMP Flared Ends
Fold and Form PVC Line 18" - 110’ CMP
a 802+96 (Equalizer/59 ac)
(Incidental Work, Grading)
at pipe end
Provide ditch cleanout
a 802+96 R
1745
1750
1755
1760
1765
1770
1775
1780
1785
1790
1795
1745
1750
1755
1760
1765
1770
1775
1780
1785
1790
1795
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20
110’
26’
6:1
dra823L Surface
Check Dam
US18
& 2 Flared Ends
& 1 - 7.5° Elbow
Install 24"- 136’ CMP (26’ & 110’)
(0+43-0’R to 1+90-0’R - dra823L)
a 822+50-161’L to a 823+89-114’L (19 ac)
1784.0
3:1
1762.9
0+43-0’R (dra823L)
a 822+50-161’L
1763.2
1779.6
1+90-0’R (dra823L)
a 823+89-114’L
(6.0 CY)
Protection Gabions
Install Bank and Channel
a 822+50 L
NH 0018(188)320 Z3 Z18
NO.
SHEET
SHEETS
TOTALPROJECT
DAKOTA
SOUTH
STATE OF
12/13/2017Plotting Date:
0 160-160
a 849+38 1730
1735
1740
1745
1750
1755
1760
1765
1770
US18
3:1
(Incidental Work, Grading)
Take Out 24"- 10’ CMP
a 849+38 L
(Incidental Work, Grading)
Take Out 24" CMP End Section
a 849+38 R3:1
5’
& 2-24" CMP Flared Ends
Install 24"- 10’ CMP
Slipline 24"- 170’ CMP
a 849+38 (15 Ac)
1700
1705
1710
1715
1720
1725
1730
1735
1740
1745
1750
17551755
1700
1705
1710
1715
1720
1725
1730
1735
1740
1745
1750
17551755
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40
3:1 3:1
28’
88’
10’
ground surface
Assumed existing
ground surface
Surveyed existing
5’
Notes:
(Incidental Work, Grading)
with 5’ bottom and 3:1 side slopes
Excavate depression between pipes
a 849+38 L
1710.16
Assumed
A - A
20’
Drainage Fabric
Riprap (20’ x 20’ x 3’ Thick)
4’ min.
A
ADrainage Fabric
Riprap (20’ x 20’ x 3’ Thick)
& 2 CMP Flared Ends
& 2 - 17.5° Elbows
Install 24" - 126’ CMP (28’, 88’ & 10’)
a 849+40-115’L to a 850+49-197’L+/-
bent down pipe at the outlet.
Note: Intent is to replace the damaged
Existing 24" CMP
1710.0
197’L
a 850+49
Assumed
1739.1
1739.2 (Match Upstream Pipe)
115’L
a 849+40
Intend to ensure a 3:1 minimim highway inslope to this pipe outlet.
highway and prevent erosion that could affect the highway inslope.
The intent of this pipe is to drop the drainage further from the
The outlet pipe section shall be 10’ long min. with 1% max. slope.
construction to match the actual downstream channel.
The pipe location and layout will need to be adjusted during
due to the thick vegetation.
This pipe layout is assumed since there is no survey available,
(4.5 CY)
Protection Gabions
Install Bank and Channel
a 849+38 L
Assumed existing ground surface
3:1+
(2200+/- CY Borrow)
over new downspout pipe
Fill in erosion channel and
a 849+38 L to a 850+49 L+/-
(2200+/- CY Borrow)
over new downspout pipe
Fill in erosion channel and
a 849+38 L to a 850+49 L+/-
a 850+49 L+/-
Install Class B Riprap (62.2 Ton)
& Type B Drainage Fabric (74 SY)
NH 0018(188)320 Z4 Z18
NO.
SHEET
SHEETS
TOTALPROJECT
DAKOTA
SOUTH
STATE OF
12/13/2017Plotting Date:
0 160-160
a 853+54 1715
1720
1725
1730
1735
1740
1745
1750
1755
1760
1765
1770
1775
1780
US18 Skewed 17.17° RHF
(Incidental Work, Grading)
Take Out 2-24" CMP End Sections
a 853+54
Install 2-24" CMP Flared Ends
Slipline 24"- 248’ CMP
(Skew 17.2° RHF)
a 853+54 (15 ac)
Existing 24" CMP
(10.0 CY)
Protection Gabions
Install Bank and Channel
a 853+12 L
NH 0018(188)320 Z5 Z18
0 160-160
a 855+40 1750
1755
1760
1765
1770
1775
1780
1785
1790
US18
NO.
SHEET
SHEETS
TOTALPROJECT
DAKOTA
SOUTH
STATE OF
03/02/2018Plotting Date:
Install 4’x6’ - 4’ RC Cattle Pass Section
27’R Clearz
one
a 855+40
Repair 4’x6’ RC Cattle Pass:
Cleanout Pipe Culvert
Left: Remove & Reset End Section
Right: Remove & Reset End Section
& 2 Barrel Sections (12’)
Install 4’x6’ - 4’ RC Cattle Pass
Repair Joints That Were Not Reset
Tie Bolt All Sections
Remove & Reset 2 Barrel Sections (12’+/-)
a 855+40 R
Widen Highway Inslope
to Extend Pipe
Revised 3-2-18 BLG
NH 0018(188)320 Z6 Z18
NO.
SHEET
SHEETS
TOTALPROJECT
DAKOTA
SOUTH
STATE OF
12/13/2017Plotting Date:
0 160-160
a 883+86 1765
1770
1775
1780
1785
1790
1795
(Incidental Work, Grading)
Take Out 2-18" CMP End Sections
a 917+85
(Incidental Work, Grading)
Take Out 2-18" CMP End Sections
a 883+86
Existing 18" CMP
(Incidental Work, Grading)
at pipe inlet and outlet
Provide ditch cleanout
a 883+86
0 160-160
a 917+85 1770
1775
1780
1785
1790
1795
1800
1805
Existing 18" CMP
US18
Install 2-18" CMP Flared Ends
Fold and Form PVC Line 18" - 64’ CMP
a 883+86 (28 ac/Equalizer)
Install 2-18" CMP Flared Ends
Fold and Form PVC Line 18" - 81’ CMP
a 917+85 (3 ac/Equalizer)
NH 0018(188)320 Z7 Z18
DAKOTA
SOUTH
STATE OFPROJECT
NO.
SHEET
SHEETS
TOTAL
12/13/2017Plotting Date:
0 320-320
a 963+81 1650
1660
1670
1680
1690
1700
1710
1720
1730
1740
US18
A - A
-40 0 40
1650
1655
1660
1665
1670
1675
Riprap (20’ x 20’ x 3’ Thick)
Drainage Fabric
20’
Skewed 31.8° RHF Skewed 12.5° RHF
Skewed 12.5° RHF
18’
30’
A
A
1661.3
17.5° Elbow
0+10 (dra963L)
Flared End
a 963+81 (26 ac)
Slipline 30"- 342’ CMP
Install 30"- 48’ CMP (18’ & 30’)
& 1 - 25° Elbow
& 1 - 17.5° Elbow
& 1 Sloped End
& 1 Flared End
a 964+13 R
Take Out 30" CMP End Section
(Incidental Work, Grading)
a 964+13 R
Provide Channel Cleanout
at Pipe Inlet
(Incidental Work, Grading)
4’+
dra963L Surface
1661.0
0+15-3’R (dra963L)
a 963+08-238’L
Sloped End
1672.0
0+68.4-19.3’R (dra963L)
a 963+40-187’L
25° Elbow - Connect on Existing 30"CMP
a 963+09-239’L
(0+15-2’R - dra963L)
Install Class B Riprap (62.2 Ton)
& Type B Drainage Fabric (74 SY)
NH 0018(188)320 Z8 Z18
NO.
SHEET
SHEETS
TOTALPROJECT
DAKOTA
SOUTH
STATE OF
12/13/2017Plotting Date:
1645
1650
1655
1660
1665
1670
1675
1680
1685
1690
1695
1700
1705
17101710
1645
1650
1655
1660
1665
1670
1675
1680
1685
1690
1695
1700
1705
17101710
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00
12’
106’
dra963L Surface
1661.19
US18
Check Dam
1661.00
0+15-0’R (dra963L)
a 963+11-240’L
Sloped End
Elev 1690.8
1+42-0’R (dra963L)
a 964+14-169’L
Flared End
& 1 Sloped End
& 1 Flared End
& 1 - 15° Elbow
Install 24"- 118’ CMP (12’ & 106’)
(0+15-0’R to 1+42-0’R - dra963L)
a 963+11-240’L to a 964+14-169’L (8 ac)
on pipe section a 963+81
at a 963+09-239’L as specified
Riprap and Drainage Fabric
NH 0018(188)320 Z9 Z18
NO.
SHEET
SHEETS
TOTALPROJECT
DAKOTA
SOUTH
STATE OF
12/13/2017Plotting Date:
0 160-160
a 982+84 1740
1745
1750
1755
1760
1765
1770
1775
1780
1785
1790
1795
US18 Skewed 4.77° LHF
(Incidental Work, Grading)
Take Out 2-24" CMP End Sections
a 982+84
Install 2-24" CMP Flared Ends
Slipline 24"- 166’ CMP
(Skew 4.8° LHF)
a 982+84 (15 ac)
(Incidental Work, Grading)
Cleanout at Pipe Inlet
Provide Minor Channel
a 982+78 R
Existing 24" CMP
(10.0 CY)
Protection Gabions
Install Bank and Channel
a 982+92 L
NH 0018(188)320 Z10 Z18
DAKOTA
SOUTH
STATE OFPROJECT
NO.
SHEET
SHEETS
TOTAL
12/13/2017Plotting Date:
0 320-320
a 994+65 1710
1720
1730
1740
1750
1760
1770
1780
1790
1800
Skewed 2.55° RHF
Bore and Jack 24" - 254’ Steel Pipe
(10.0 CY)
Protection Gabions
Install Bank and Channel
a 994+56 L
1729.8
190’ L
a 994+56
1752.0
128’ R
a 994+70
24" - 36’ Steel Pipe
24" - 24’ Steel Pipe
1750.1
104’ R
a 994+69
End Bore & Jack Pipe
1732.6
154’ L
a 994+58
End Bore & Jack Pipe
& 2 CMP Flared Ends
Install 24" - 60’ Steel Pipe (36’ L & 24’ R)
Bore and Jack 24" - 254’ Steel Pipe
(Skew 2.6° RHF)
a 994+65 (12 ac)
NH 0018(188)320 Z11 Z18
1710
1715
1720
1725
1730
1735
1740
1745
1750
1755
1760
1765
1770
17751775
1710
1715
1720
1725
1730
1735
1740
1745
1750
1755
1760
1765
1770
17751775
0+000+200+400+600+801+001+201+401+601+802+002+202+402+602+803+003+20
94’
20’
122’
38’
NO.
SHEET
SHEETS
TOTALPROJECT
DAKOTA
SOUTH
STATE OF
12/13/2017Plotting Date:
3’
3’
Ditch Block
Special
Ditch Block
Special
1768.3
50’R
a 1002+66
(4.5 CY)
Protection Gabions
Install Bank and Channel
a 1004+72 R
& 2 CMP Flared Ends
& 1 - 12.5° Elbow
Install 18" - 114’ CMP (20’ & 94’)
a 1004+08-158’R to a 1004+72-258’R
(4.5 CY)
Protection Gabions
Install Bank and Channel
1003+99 R
5:1
5:1
1721.4
258’R
a 1004+72
1743.7
158’R
a 1004+08
1744.7
149’R
a 1003+99
a 1004+12
164’R
1744.7
a 1002+72
55’R
1769.5
US18
US18 Subgrade Surface
US18 Subgrade Surface
1721.6
1745.1
& 2 CMP Flared Ends
& 1 - 10.0° Elbow
Install 18" - 160’ CMP (38’ & 122’)
a 1002+66-50’R to a 1003+99-149’R (2 ac)
NH 0018(188)320 Z12 Z18
NO.
SHEET
SHEETS
TOTALPROJECT
DAKOTA
SOUTH
STATE OF
12/13/2017Plotting Date:
1730
1735
1740
1745
1750
1755
1760
1765
1770
17751775
1730
1735
1740
1745
1750
1755
1760
1765
1770
17751775
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20
US18
8’
44’
100’
US18 CL
(4.5 CY)
Protection Gabions
Install Bank and Channel
a 1007+07 L
Surface
US18 Subgrade
Toe Berm at b13+00-L Surface
1745.2
153’L
a 1007+07
1761.6
47’L
a 1005+85
1755.8
10° Elbow
1745.3
12.5° Elbow& 1 CMP Flared End
& 1 CMP Safety End
& 1 - 12.5° Elbow
& 1 - 10° Elbow
Install 18" - 152’ CMP (100’, 44’ & 8’)
a 1005+85-47’L to a 1007+07-153’L (4 ac)
NH 0018(188)320 Z13 Z18
NO.
SHEET
SHEETS
TOTALPROJECT
DAKOTA
SOUTH
STATE OF
12/13/2017Plotting Date:
0 160-160
b 12+64 1695
1700
1705
1710
1715
1720
1725
1730
1735
1740
1745
1750
1755
1760
1765
1770
US18
20’
b 12+64-L
Take Out 24" - 106’ CMP
& 1 RCP to CMP Transition
& 2 Elbows
& 1 Flared End
(Incidental Work, Grading)
1739.4
57’L
b 12+64
Retain 24" RCP
& Right End Section
End Existing RCP
31.8’L
FL 1739.6+/-
US18 Toe Berm at b13+00-L Surface
b 12+64-L (2 ac)
Install 24" - 20’ RCP
& 1 Sloped End
NH 0018(188)320 Z14 Z18
1670
1675
1680
1685
1690
1695
1700
1705
1710
1715
1720
1725
1730
1735
1740
1745
1750
17551755
1670
1675
1680
1685
1690
1695
1700
1705
1710
1715
1720
1725
1730
1735
1740
1745
1750
17551755
14+40 14+60 14+80 15+00 15+20 15+40 15+60 15+80 16+00 16+20 16+40 16+60 16+80 17+00 17+20 17+40 17+60
NO.
SHEET
SHEETS
TOTALPROJECT
DAKOTA
SOUTH
STATE OF
12/13/2017Plotting Date:
30’
174’
A
ADrainage Fabric
Riprap (20’ x 20’ x 3’ Thick)
A - A
8’+/-
20’
Drainage Fabric
Riprap (20’ x 20’ x 3’ Thick)
Toe Berm
Check Dam
1689.7
0’L
16+84
dr13L - US18 Toe Berm at b 13+00 L
Toe Berm at b13+00-L Surface
1689.9
14’
14+58-0’L to 16+84-0’L (dr13L) (13 ac)
Install 24" - 218’ CMP (14’, 174’ & 30’)
& 2 - 15° Elbow
& 2 CMP Flared Ends
Ensure pipe inlet is set at the proposed
elevation and provide minor shaping to
this depressed pipe inlet.
1737.20
0’L
14+58
1737.08
16+84-0’L to 17+04’L (dr13L)
Install Class B Riprap (62.2 Ton)
& Type B Drainage Fabric (74 SY)
NH 0018(188)320 Z15 Z18
NO.
SHEET
SHEETS
TOTALPROJECT
DAKOTA
SOUTH
STATE OF
12/13/2017Plotting Date:
1465
1470
1475
1480
1485
1490
1495
1500
1505
15101510
1465
1470
1475
1480
1485
1490
1495
1500
1505
15101510
0+000+200+400+600+801+001+201+401+601+802+00
5’
(4.5 CY)
Protection Gabions
Install Bank and Channel
b 67+36 R
Ditch Block
Special
1476.9
314’R
b 67+36
1502.3
236’R
b 66+33
1505.0
246’R
b 66+47
16’
106’
4:1
5:1
and gabions
Existing pipe outlet
& 2 CMP Flared Ends
& 1 - 12.5° Elbow
Install 24" - 122’ CMP (16’ & 106’)
b 66+33-236’R to b 67+36-314’R (9 ac)
(Incidental Work, Grading)
Uncover Underdrain Outlet
to Remove Erosion Sediment and
Provide Channel Cleanout at Pipe Outlet
b 67+36 R
1477.1
Elev. 1505.0
Construct Special Ditch Block
b 66+33 to b 67+36 R
US18
5’
Ditch Block
Special
1506.0
251’R
b 54+82
1535.8
197’R
b 53+23
1537.8
211’R
b 53+50
14’
126’
4:1
5:1
& 2 CMP Flared Ends
& 1 - 12.5° Elbow
Install 18" - 140’ CMP (14’ & 126’)
b 53+23-197’R to b 54+82-251’R (5 ac)
Retain Existing Gabions
b 54+85-R
Elev. 1537.8
construct special ditch block
Fill in erosion channel and
b 52+80 R to b 54+82 R
outlet
Existing pipe
1500
1505
1510
1515
1520
1525
1530
1535
1540
15451545
1500
1505
1510
1515
1520
1525
1530
1535
1540
15451545
0+000+200+400+600+801+001+201+401+601+802+00
4:1
1506.16
(Incidental Work, Grading)
to collect both drainages
Provide ditch at pipe inlet
b 53+23 R
Install Size F Gabions
(2.0 CY)
adjacent to existing Gabions
Protection Gabions Size F
Install Bank and Channel
b 54+82 R
NH 0018(188)320 Z16 Z18
NO.
SHEET
SHEETS
TOTALPROJECT
DAKOTA
SOUTH
STATE OF
12/13/2017Plotting Date:
0 160-160
d 133+97 1380
1385
1390
1395
1400
1405
1410
US18 Skewed 44.23° RHF
& 2 Sloped Ends
Install 24" - 90’ RCP
(Skew 44.2° RHF)
d 133+97 (5 ac)1392.9
36.6’L
d 133+62
1393.7
37.9’R
d 134+34
NH 0018(188)320 Z17 Z18
0 80-160-240
98+30 1635
1640
1645
1650
1655
1660
1665
1670
1675
1680
1685
1690
1695
SD46
(6.0 CY)
Protection Gabions
Install Bank and Channel
98+30 L
& Right End Section
Retain 24" RCP
98+30
1661.6
70.4L
1656.0
119.1L
0 80-100-120
99+88 1665
1670
1675
1680
1685
1690
40.60L
1680.77
49.38R
1681.6730.60L
1680.87
A
A
& Porous Backfill
Install 80’ - 4" Slotted Polyethelene Tubing
99+88-31’L to 49’R
Porous Backfill
6" Minimum
Headwall for Drain
Install Precast Concrete
99+88-41’L
A - A
4" Polyethelene Tubing
Porous Backfill
Surfacing
6" Minimum
Install 10’ - 4" Polyethelene Tubing
99+88-31’L to 41’L
(Incidental Work, Grading)
Take Out 24" RCP End Section
98+30 L
& 1 Safety End
Install 24" - 40’ RCP
98+30 L (8 Ac)
& Subbase
Geogrid Reinforced Subbase
NO.
SHEET
SHEETS
TOTALPROJECT
DAKOTA
SOUTH
STATE OF
NH 0046(62)278
12/14/2017Plotting Date:
Z18 Z18
