Department of Transportation Office of Project Development 700 E Broadway Avenue Pierre, South Dakota 57501-2586 605/773-3268 FAX: 605/773-2614
October 30, 2017 ADDENDUM NO. 1
RE: Item #5, November 1, 2017 Letting - NH 0042(51), PCN 042D, Butte, Harding, Meade, Ziebach County - Pipe Culvert Repair and Sliplining
TO WHOM IT MAY CONCERN: The following addenda to the plans shall be inserted and made a part of your proposal for the referenced project. SPECIAL PROVISIONS: NO CHANGE
BID ITEM FILE: NO CHANGE PLANS: Please destroy sheets 6, 7, 36-53, and 57-62 and replace with the enclosed sheets,
dated 10/27/17. Sheet 7A was added.
Sheets 6 and 7: SLIPLINE PIPE note was revised. Sheet 7: TABLE OF SLIPLINE PIPE was revised, note regarding 72” diameter pipe at
US85 MRM 141.00+0.400 was added. Sheet 7A: TABLE OF BANK AND CHANNEL PROTECTION GABIONS note was
moved from sheet 7. Sheets 36-53 and 57-62: Slipline pipe notes were revised to only include the diameter of the
existing pipe.
Sincerely, Sam Weisgram Engineering Supervisor SW/cj CC: Todd Seaman, Rapid City Region Engineer Tammy Williams, Belle Fourche Area Engineer
Connecting South Dakota and the Nation
PROJECT STATE OF SOUTH
DAKOTA
P 0042(51)
SHEET
6 93
TOTAL SHEETS
Revised By: BF 10/27/2017
TABLE OF PIPE CULVERT UNDERCUT
The Table of Pipe Culvert Undercut is intended to be used to establish an estimated quantity of Pipe Culvert Undercut for bidding purposes only. The depth of undercut is an estimate and the actual depth necessary shall be determined during construction. Pipes shown may or may not require undercutting and pipes not shown may require undercutting. The Engineer will determine which pipe shall be undercut in accordance with Section 421 of the Specifications. MRM
Undercut Depth (Ft)
Quantity (CuYd)
41.30+0.276 1 14.2 41.30+0.674 1 6.1 55.00+0.319 1 3.3 66.00+0.276 1 1.7 141.00+0.400 1 19.2
Total: 44.5 The table contains the rate of pipe culvert undercut per foot of pipe length and should be used as an aid in determining the actual amount of undercut to be performed during construction. The table is derived from the drawing below and conforms to the Specifications. When calculating pipe culvert undercut, the length of pipe ends should be included in the overall pipe length. Storm sewer and approach pipes do not require undercutting unless specified otherwise in these plans.
Pipe Diameter
(In)
Round Pipe Undercut Rate
for 1’ Depth (CuYd/Ft)
Arch Pipe Undercut Rate
for 1’ Depth (CuYd/Ft)
24 0.2407 0.2577 30 0.2623 0.2847 36 0.2840 0.3110 42 0.3056 0.3337 48 0.3272 0.3596 54 0.3488 0.3827 60 0.3704 0.4105 66 0.3920 --- 72 0.4136 0.4630 78 0.4352 --- 84 0.4568 0.5123 90 0.4784 ---
CULVERT REPAIRS FOR MAINLINE CULVERTS The Contractor is encouraged to thoroughly investigate the culvert repair sites prior to bidding. Culvert removal will require the cutting of the in place corrugated metal pipe and connecting the new pipe to the in place pipe. Compaction of inslope embankments shall be to the satisfaction of the Engineer. It is not anticipated that water for compaction will be required. However, if in the opinion of the Engineer the fill material is extremely dry, water may be ordered and placed to the satisfaction of the Engineer. All costs for any added water shall be incidental to the contract unit prices for the various culvert contract items. Hauling of embankment material on established traveled roadways shall be limited to trucks or small scrapers hauling legal loads and which do not cause damage to the roadway, as approved by the Engineer. Hauling of material in the roadway ditches will not be allowed. The Contractor shall be responsible for restoration of any areas disturbed outside the limits of the work area. Joints between concrete pipe culvert sections shall be protected against infiltration as indicated in Section 450.3.A of the Specifications. If an existing concrete pipe culvert section has a damaged joint or there is poor alignment of the joints, 2 layers of drainage fabric shall be placed over the joint. CLEANOUT PIPE CULVERTS At those culvert locations where slipliner pipes shall be placed, the portions of the culvert not removed shall be cleaned out to maintain the lowest possible flow line, as approved by the Engineer. The ditches at the inlet and outlet shall also be cleaned. Payment for pipe cleanout will be paid for under the contract unit price for each pipe culvert cleaned. Cleanout of pipe culverts shall be done in advance of slipliner placement operations. It is the responsibility of the Contractor to visit the sites to determine the extent of culvert cleaning work required.
The Contractor shall implement appropriate sediment control measures prior to water flushing in order to prevent discharges from project boundaries. REMOVE AND RESET TYPE II OBJECT MARKERS The Contractor will be required to remove prior to the work and reset after the work the Type II Object Marker delineating the pipe ends. Cost for this work shall be incidental to the contract unit prices for the various items. GPS COORDINATES The approximate GPS coordinates of the work locations have been included below to help verify the work locations. The coordinates are not to be used for survey control or locates without verification by the Contractor. In the event that the GPS coordinates do not match the Mileage Reference Marker indicated the Contractor shall notify the Engineer for verification of the work location. County Highway MRM Latitude Longitude
Harding US 85
135.09+0.798 45o41’55.14”N 103o28’52.87”W 141.00+0.400 45o45’39.83”N 103o24’39.41”W 147.00+0.492 45o50’41.78”N 103o22’35.26”W 148.00+0.363 45o51’27.89”N 103o22’37.56”W 153.00+0.863 45o56’6.44”N 103o22’38.24”W
Butte
US 212
41.30+0.276 44o43’53.98”N 103o22’54.71”W 41.30+0.674 44o44’6.03”N 103o22’32.67”W 55.00+0.319 44o51’6.12”N 103o9’31.23”W 58.00+0.853 44o52’56.51”N 103o6’5.01”W 66.00+0.276 44o56’25.41”N 102o58’34.48”W
Meade 69.00+0.606 44o58’23.04”N 102o55’36.71”W
Ziebach 122.00+0.248 45o2’39.54”N 101o53’4.64”W 123.00+0.911 45o2’39.54”N 101o51’7.14”W
SLIPLINE PIPE The Contractor shall furnish and install slipliner pipe at locations specified in the Table of Slipline Pipe. This work consists of slipping a pipe liner inside existing pipe and grouting the void between the liner and the existing pipe. The Contractor shall submit a proposed procedure for sliplining pipes, including the grouting procedure, to the Engineer at least two weeks prior to beginning this work. Slipliner pipe shall conform to one of the following types: 1. Closed Profile HDPE:
Closed profile HDPE pipe shall meet the requirements of ASTM F894 and shall have a cell classification of 345464C in accordance with ASTM D3350. The pipe shall have a minimum Ring Stiffness Constant (RSC) classification of 160 lb/ft as defined in ASTM F894. Pipe joints shall be in accordance with the pipe manufacturer’s recommendations and as approved by the Engineer.
PROJECT STATE OF SOUTH
DAKOTA
P 0042(51)
SHEET
7 93
TOTAL SHEETS
Revised By: BF 10/27/2017
2. Solid Wall HDPE: Solid wall HDPE pipe shall meet the requirements of ASTM F714 (SDR 32.5) and shall have a cell classification of 345464C in accordance with ASTM D3350. Pipe joints may be grooved press-on joints or heat fused as approved by the Engineer. Heat fused joints shall be fused in accordance with the pipe manufacturer’s recommendations by an experienced operator of the heat fusion equipment.
3. PVC:
PVC pipe shall meet the requirements of ASTM F949 with a minimum pipe stiffness of 46 psi. PVC pipe shall have a cell classification of 12454 in accordance with ASTM D1784. Pipe joints shall be elastomeric seals (gaskets) in accordance with the requirements of ASTM F477.
4. Spirally Wound PVC:
Spirally wound PVC slipliner shall meet the requirements of ASTM F949 with minimum pipe stiffness of 46 psi. Pipe joints shall be in accordance with the pipe manufacturer’s recommendations and as approved by the Engineer.
5. Polypropylene Pipe (PP): Polypropylene pipe shall meet or exceed the requirements of ASTM F2736 (12 inch to 30 inch diameter) or shall meet or exceed the requirements of ASTM F2764 (30 inch to 60 inch diameter) with minimum pipe stiffness of 46 psi. Pipe joints shall be in conformance with ASTM D3212.
6. Steel Reinforced Polyethylene:
Steel reinforced polyethylene pipe shall meet the requirements of ASTM F2562. Pipe joints shall be in accordance with the pipe manufacturer’s recommendations and as approved by the Engineer.
7. Corrugated Metal Pipe:
Corrugated Metal Pipe shall meet the requirements of the specifications. Internal bands may be required for sliplined pipes. Corrugated Metal Pipe shall only be used at locations called for in the plans.
The diameter specified in the bid item description is the diameter of the existing pipe to be sliplined. The Contractor shall provide the largest diameter slipliner pipe that will fit into the existing pipe to maximize flow capacity. All slipliner pipe, with the exception of the corrugated metal pipe, shall have a smooth interior surface. Slipliner pipe shall be joined into a continuous length with joints that are adequate for pushing, pulling, or winding the liner pipe through the existing pipe. The joints shall not allow seepage during pressure grouting. To allow for unrestricted insertion of the liner, the outside diameter of the liner pipe shall not be increased at the joints. Prior to sliplining, the Contractor shall clean the existing pipe of all debris, silt, and obstructions to ensure that the slipliner pipe can be inserted, the grout will flow to all voids, and the inserted slipliner pipe will not be set upon or irregularly supported by such material. Cleaning shall be accomplished by the use of jet rodding equipment or other approved methods.
The slipliner pipe shall be inserted into the existing pipe by pushing, pulling, or winding methods that do not damage the slipliner pipe. The slipliner pipe shall be clean and substantially dry before insertion. To minimize the change in flowline, slipliner pipe shall be held down during the grouting operation. This may be accomplished by attaching fasteners or blocks at the top of the pipe, adding weight to the inside of the slipliner pipe, placing multiple grout lifts, or other means as approved by the Engineer. Bulkheads shall be constructed at each end of the pipe. Each bulkhead shall be constructed to withstand the pressure of the grouting operation. The bulkhead shall extend from the end of the existing pipe inward a minimum depth of 18 inches. The bulkhead shall be free from leaks and the exterior surface shall be given a smooth trowel finish. The bulkhead at the inlet end shall be finished with a 45 degree mitered bevel transition between the existing pipe and the inside of the slipliner pipe with the slipliner pipe face pushed inside the existing pipe face. Pressure grouting shall be done to ensure all the voids are filled between the slipliner pipe and the existing pipe including all breaks or holes in and around the existing pipe. Grouting pressures used shall ensure all voids are filled, but do not collapse or deform the slipliner pipe more than 5 percent of the diameter. Multiple grout lifts may be necessary to minimize pipe deflection for 60-inch diameter and larger pipe in accordance with the pipe manufacturer’s recommendations. The grout shall be a cellular grout (grout with pre-generated foam) with a minimum 28 day compressive strength of 100 pounds per square inch. If water is not present within the sliplined pipe a low density grout with a minimum of 30 pounds per cubic foot wet density may be used. When it is not possible to dewater the existing pipe or keep water out of the annular space during grouting, a high density grout with a minimum of 70 pounds per cubic foot shall be used which may include approved sand. The foaming agent used shall meet the requirements of ASTM C869 when tested in accordance with ASTM C796. Cellular grout mix designs shall be submitted to the SDDOT Concrete Engineer for approval prior to use. The mix design submittal shall include the base cement slurry mix per cubic yard, expansion factor from the foaming agent, and the cellular grout wet density (pounds per cubic foot). The Contractor shall install a bypass valve adjacent to the location where the pressure grouting hose is attached for obtaining samples to be checked for wet density. The wet density of the cellular grout shall be checked by the Contractor to verify the proper minimum wet density before the cellular grout filling operations begin and at a minimum once every two hours during production. The SDDOT shall document the results of the density checks. Cellular grout shall be wasted until the cellular grout meets the minimum wet density required; however, if 0.5 cubic yards or more of base cement slurry is wasted trying to meet density requirements, then that quantity will not be included for payment. If grout holes are utilized, cylindrical wooden plugs or other approved plugs shall be inserted to plug holes until the grout has set. After the plugs are removed the holes shall be filled with concrete. The quantity of cellular grout was estimated based on void quantity between the slipliner pipe and the existing pipe, and an additional quantity if necessary was estimated for the void volume outside the existing pipe.
The quantity of base cement slurry ordered shall be approved by the Engineer. The quantity of base cement slurry needed shall be calculated to the nearest tenth of a cubic yard using the approved mix design, expansion factor of the foaming agent, and estimated amount of cellular grout. The quantity for payment to the nearest tenth of a cubic yard of “Cellular Grout” is a calculated quantity based on the amount of base cement slurry used on the project to the nearest tenth of a cubic yard, expansion factor of the foaming agent, and approved mix design. All costs for furnishing and installing the slipliner pipe, including work area excavation, backfilling, pipe cleaning, and incidentals necessary to satisfactorily complete the work shall be included in the contract unit price per foot for the corresponding bid item for “Slipline __” Pipe”. All costs for furnishing and installing the cellular grout including bulkhead construction, inlet bevel construction, and incidentals necessary to satisfactorily complete the work shall be included in the contract unit price per cubic yard for “Cellular Grout”. TABLE OF SLIPLINE PIPE
Location
Existing Pipe Dia
(In)
* Slipliner Minimum
Inside Dia. (In)
Slipline Length
(Ft)
Cellular Grout
(CuYd) US 212 MRM 41.30+0.276 36 30 86 3.5 US 212 MRM 41.30+0.674 42 33 120 11.3 US 212 MRM 55.00+0.319 72 60 68 16.3 US 212 MRM 58.00+0.853 84 60 94 58.1 US 212 MRM 66.00+0.276 72 60 62 14.9 US 212 MRM 69.00+0.606 24 18 110 3.9 US 212 MRM 122.00+0.248 24 18 154 5.5 US 212 MRM 123.00+0.911 30 22 60 3.9 US 85 MRM 135.09+0.798 72 60 92 22.1 US 85 MRM 141.00+0.400 96 **72 210 171.0 US 85 MRM 141.00+0.400 96 **72 210 171.0 US 85 MRM 147.00+0.492 24 18 140 5.0 US 85 MRM 148.00+0.363 30 22 226 14.8 US 85 MRM 153.00+0.863 24 18 138 4.9
Totals: 506.2 * The hydraulic design of the pipe was based on the slipliner inside diameter as noted in the TABLE OF SLIPLINE PIPE. The contractor shall field verify the noted diameter of the slipliner pipe. If a smaller diameter liner is needed, contact the Design Engineer for approval. ** The 72” diameter pipe called out at US 85 MRM 141.00+0.400 is CMP. All other slipliner pipe shall be one of the types listed in the plan note SLIPLINE PIPE with the exception of Corrugated Metal Pipe.
PROJECT STATE OF SOUTH
DAKOTA
P 0042(51)
SHEET
7A 93
TOTAL SHEETS
Revised By: BF 10/27/2017
TABLE OF BANK AND CHANNEL PROTECTION GABIONS MRM
Highway
L/R
Quantity (CuYd)
Type B Drainage Fabric
(SqYd) 41.30+0.276 US 212 R 6.0 19.0 41.30+0.674 US 212 R 10.0 29.0 55.00+0.319 US 212 R 21.5 57.0 66.00+0.276 US 212 R 21.5 57.0 69.00+0.606 US 212 R 4.5 15.0 122.00+0.248 US 212 L 4.5 15.0 123.00+0.911 US 212 L 6.0 19.0 141.00+0.400 US 85 L 48.5 118.0 147.00+0.492 US 85 R 4.5 15.0 148.00+0.363 US 85 L 6.0 19.0 153.00+0.863 US 85 R 4.5 15.0 Total: 137.5 378.0
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1+00
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STATE OFPROJECT
SHEETSHEETS
TOTAL
P 0042(51)
127+00 128+00 129+00 130+00 131+00 132+00
3 PP3 PP
3PP
3 PP
2-2 PP
2-2 PP
Revised 10-25-17
SCALE 1" = 40'
74.99'
127
+75.00
74.99'
129
+47.71
Sec. 22 - T9N - R6E
Parcel A1
Parcel A2
36
Sec. 22 - T9N - R6E
R.O.W. Line
R.O.W. Line
124.99'
127
+75.00
124.99'
129
+55.00
74.99'
129
+55.00
124.99'
129
+47.71
124.99'
131
+27.71
74.99'
131
+27.71
Flared End
Install 36" CMP
129+08.76-56.67'R
Protection Gabions (6.0 Cu Yd)
Install Bank and Channel
129+00.20-68.06'R
129+07.41-58.47'R to
Install Concrete Apron
129+95.88-59.24'L
129+91.37-53.24'L to
(Incidental Work)
Cleanout Channel to Drain
129+06-60'R
128+62-119'R to
150'
R.
O.
W.
US Highway 212N 55°13'38" E
(Incidental Work, Grading)
Take Out Concrete Headwall
129+74.86-59.45'L
(Incidental Work, Grading)
Take Out 36"-20' CMP
129+91.37-53.24'L
129+79.35-37.26'L to
(Incidental Work, Grading)
Take Out 18"-17' CMP
129+91.04-57.82'L
129+74.37-59.50'L to
(Incidental Work, Grading)
Take Out Concrete Headwall
129+90.70-52.35'L
(Incidental Work, Grading)
Take Out Concrete Headwall
129+09.32-55.92'R
(Incidental Work, Grading)
Take Out 36"-30' CMP
129+26.78-32.69'R
129+08.76-56.67'R to
More or Less
0.21 Acres, 9000 Sq.Ft.
Repair & Grading containing
Temporary Easement for Pipe
129+47.71 to 131+27.71 L
Parcel A1
More or Less
0.21 Acres, 9000 Sq.Ft.
Repair & Grading containing
Temporary Easement for Pipe
127+75.00 to 129+55.00 R
Parcel A2
36" CMP US212 MRM 41.30+0.276 BUTTE CO.
Lynn & Lee Ann Mauch
Lynn & Lee Ann Mauch
Connect to Existing CMP
Install 36'-30" CMP
129+26.78-32.67'R
129+08.76-56.67'R to
Connect to Existing CMP
Install 36"-20' CMP
129+91.37-53.24'L
129+79.35-37.26'L to
129+87.78-59.70'L
at 129+83.58-59.10'L and
45° Elbows (2' Lay Length)
Install 18"-22' CMP with
129+91.77-56.75'L
129+70.71-57.28'L to
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Begin Type 2 Fence
129+31 L
End Type 2 Fence
131+22 L
End Type 2 Fence
129+50 R
Begin Type 2 Fence
127+80 R
Temporary Easement
around perimeter of
Install Temporary Fence
127+80 R to 129+50 R
Temporary Easement
around perimeter of
Install Temporary Fence
129+31 L to 131+23 L
Wetland Boundry
Wetland Boundry
Irrigation
District
Drainage
Ditch For
Slipline 36" Pipe
129+79.35-37.26'L (346 Ac)
129+26.78-32.69'R to
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2810
2815
2820
2825
2830
2835
2840
2845
2850
2855
2860
28652865
0+00 1+00 2+00 3+00 4+00
DAKOTA
SOUTH
STATE OFPROJECT
SHEETSHEETS
TOTAL
P 0042(51)
Elev.
Elev.
267 cfs
2845.10'
100Q
25Q
2844.80'
145 cfs
Elev. 2838.05
129+16.31-42.73'L
CP2
Install Concrete Apron
129+91.37 L to 129+95.88 L
Protection Baskets (6.0 Cu Yd)
Install Bank and Channel
129+07.41 R to 129+00.20 R
with 2-18" 45° Elbows (2' Lay Length)
Install 18"-22' CMP
129+70.71 L to 129+91.77 L
Flared End
Install 36" CMP
129+08.76 R
Install 36"-30' CMP
129+08.76 R to 129+26.78 R
Install 36"-20' CMP
129+79.35 L to 129+91.37 L
Slipline 36" Pipe
129+26.78 L to 129+79.35 L (346 Ac)
37
ST
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R.
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LI
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R.
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W.
LI
NE
Channel Cleanout
36" CMP
2832.25
FL (18" CMP)
2832.25
FL (36" CMP)
2836.67
FL (18" CMP)
2831.60
FL (36" CMP)
36" CMP US212 MRM 41.30+0.276 BUTTE CO.
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SHEETSHEETS
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P 0042(51)
0+00
1+00
2+00
3+00
3+56
3+56
147+00 148+00 149+00 150+00 151+00 152+00 152+71
3 PP
3 PP2-2 PP
Revised 10-25-17
145.00'
150
+27.68
75.00'
150
+27.68
SCALE 1" = 40'
Sec. 15 - T9N - R6E
75.00'
149
+12.68
145.00'
149
+12.68
Parcel A3
William Bruggman
38
Parcel 1
Teann T. Rogers
Neal M. &
74.99'
150
+23.20
94.78'
150
+23.20
94.78'
150
+54.91
74.99'
150
+54.91
Install Concrete Apron
149+91.81-62.92'L
Sec. 15 - T9N - R6E
42" CMP Flared End
150+37.67-70.94'R
150'
R.
O.
W.
US Highway 212N 55°13'38" E
Protection Gabions (10.0 Cu Yd)
Install Bank and Channel
150+38.64-73.78'R
(Incidental Work, Grading)
Take Out 42"-19' CMP
150+37.35-70.00'R
150+31.19-52.02'R to
(Incidental Work, Grading)
Cleanout Channel to Drain
149+88-73'L
149+69-129'L to
(Incidental Work, Grading)
Take Out 12"-20' CMP
149+92.87-66.83'L
R.O.W. Line
R.O.W. Line
Section Line
146+22.15
1/4 Line
152+70.82
More or Less
0.18 Acres, 8050 Sq.Ft.
Repair & Grading containing
Temporary Easement for Pipe
149+12.68 to 150+27.68 L
Parcel A3
More or Less
0.17 Acres, 7422 Sq.Ft.
Repair & Grading containing
Temporary Easement for Pipe
149+99.06 to 151+14.06 R
Parcel 1
42" CMP US212 MRM 41.30+0.674 BUTTE CO.
Connect to Existing CMP
Install 42"-20' CMP
150+37.67-70.94'R
150+31.19-52.02'R to
and Concrete HeadwallRetain 18" CMP149+64.24 L to 149+79.79 L
150+04.81-68.96'L
149+98.19-66.69'L and
(2' Lay Length) at
with 45° Elbows
Install 18"-24' CMP
150+13.31-71.87'L
149+93.46-65.07'L to
(Incidental Work, Grading)
Take Out Concrete Headwall
149+91.17-64.80'L
(Incidental Work, Grading)
Take Out Concrete Headwall
150+37.35-70.00'R
More or Less)
(0.01 Acres, 628 Sq.Ft.
Permanent Easement Taking
Parcel 1
Begin Type 2 Fence
149+18 L
End Type 2 Fence
150+33 L
Temporary Easement
around perimeter of
Install Temporary Fence
149+18 L to 150+33 L
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Irrigation
District
Drainage
Ditch
For
Wetland Boundry
Wetland Boundry
Slipline 42" Pipe
150+31.19-52.02'R (442 Ac)
149+91.65-63.39'L to
144.99'
149
+99.06
74.99'
149
+99.06
74.99'
151
+14.06
144.99'
151
+14.06
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42" CMP
2795
2800
2805
2810
2815
2820
2825
2830
2835
2840
2845
2850
2855
2860
2865
28702870
0+00 1+00 2+00 3+00 4+00
R.
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LI
NE
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DAKOTA
SOUTH
STATE OFPROJECT
SHEETSHEETS
TOTAL
P 0042(51)
Cleanout
Channel
39
Elev.
100Q
Elev.
25Q 167 cfs
2841.00'
307 cfs
2845.80'
Intall Concrete Apron
149+91.81 L
Install 42"-20' CMP
150+31.19 R to 150+37.67 R
Flared End
Install 42" CMP
150+37.67 R
Protection Gabions (10.0 Cu Yd)
Install Bank and Channel
150+38.64 R
2827.15
FL (42" CMP)
2826.84
FL (18" CMP)
2834.13
FL (18" CMP)
42" CMP US212 MRM 41.30+0.674 BUTTE CO.
(2' Lay Length)
with 2-18" 45° Elbows
Install 18"-24' CMP
149+93.46 L to 150+13.31 L
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0Plotted Fro
m -
bfrie
d
Revised 10-25-17
Slipline 42" Pipe
149+91.65 L to 150+31.19 R (442 Ac)
2826.84
FL (42" CMP)
93
130.75'
856
+75.58
130.75'
857
+75.58 11522
BRANDON
FRIEDR
P
E
R EG. N O.
S
OU
TH DA K OT
A
EGIS
TER
ED ROFESSIONAL N
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EER
75.00'
856
+75.38
75.00'
857
+75.38
75.00'
857
+74.84
75.00'
856
+74.84
150.50'
857
+74.57
150.50'
856
+74.57
854+00 855+00 856+00 857+00 858+00 859+00 860+00
0+00
1+00
2+00
3+00
3+32
3+32
3 PP3 PP
3 PP 3 PP
B
DAKOTA
SOUTH
STATE OFPROJECT
SHEETSHEETS
TOTAL
P 0042(51)
Revised 10-25-17
Sec. 4 - T10N - R8E
Arpan Grazing Association
Silver Acres, LLC
(Incidental Work, Grading)
Cleanout Channel to Drain
857+25-45'L
857+17-79'L to
(Incidental Work, Grading)
Take Out 72" RCP Flared End
857+25.23-33.15'L
(Incidental Work, Grading)
Protection Gabions
Take Out Bank and Channel
857+24.84-74.86'R
857+24.96-42.30'R to
US Highway 212
R.O.W. Line
R.O.W. Line
N 55°15'29" E
Install 72" RCP Flared End
857+25.25-37.15'L
Connect to Existing RCP
Install 72"-4' RCP
857+25.25-37.15'L
857+25.23-33.15'L to
Connect to Existing RCP
Install 72"-4' RCP
857+24.97-38.44'R
857+24.99-34.44'R to
Protection Gabions (21.5 Cu Yd)
Install Bank and Channel
857+24.87-68.69'R
857+24.95-44.69'R to
Install 72" RCP Flared End
857+24.94-38.44'R
SCALE 1" = 40'
...\dgn\d
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Plotting Date: 10/25/2017
Plot Scale -
1:4
0Plotted Fro
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Parcel A5
Parcel A4
150'
R.
O.
W.
Temporary Easement
around perimeter of
Install Temporary Fence
856+80 L to 857+70 L
Temporary Easement
around perimeter of
Install Temporary Fence
856+79 R to 857+69 R
Stream Crossing
End Type 2 Fence
857+69 R
Stream Crossing
Begin Type 2 Fence
856+79 R
Stream Crossing
End Type 2 Fence
857+70 L
Stream Crossing
Begin Type 2 Fence
856+80 L
Bed & Bank Channel
Other Waters,
Bend & Bank Channel
Other Waters,
(Incidental Work, Grading)
Take Out 72" RCP Flared End
857+24.99-34.44'R
Slipline 72" Pipe
857+24.99-34.64'R (480 Ac)
857+25.23-33.36'L to
72" RCP US212 MRM 55.00+0.319 BUTTE CO. 40
More or Less
0.17 Acres, 7550 Sq.Ft.
Repair & Grading containing
Temporary Easement for Pipe
856+74.57 to 857+74.84 R
Parcel A5
853+77.60
More or Less
0.13 Acres, 5575 Sq.Ft.
Repair & Grading containing
Temporary Easement for Pipe
856+75.36 to 857+75.58 L
Parcel A4
Section Line
93
11522
BRANDON
FRIEDR
P
E
R EG. N O.
S
OU
TH DA K OT
A
EGIS
TER
ED ROFESSIONAL N
GIN
EER
72" RCP
4:1
4:1
2910
2915
2920
2925
2930
2935
2940
2945
2950
2955
2960
2965
2970
2975
29802980
0+00 1+00 2+00 3+00 4+00
DAKOTA
SOUTH
STATE OFPROJECT
SHEETSHEETS
TOTAL
P 0042(51)
AS
PH
ED
GE
ST
RI
PE
AS
PH
ED
GE
ST
RI
PE
R.
O.
W.
LI
NE
R.
O.
W.
LI
NE
41
Elev. 2952.60'
322 cfs100
Q
Elev.
25Q 176 cfs
2948.20'
2940.71
FL (72" RCP)
2940.83
FL (72" RCP)
Protection Gabions (21.5 Cu Yd)
Install Bank and Channel
857+24.95 R to 857+24.87 R
Flared End
Install 72" RCP
857+24.94 R
Install 72"-4' RCP
857+24.99 R to 857+24.97 R
Flared End
Install 72" RCP
857+25.25 L
Install 72"-4' RCP
857+25.23 L to 857+25.25 L
Channel Cleanout
Elev 2947.01
855+00.00-100.11'L
Benchmark #79
72" RCP US212 MRM 55.00+0.319 BUTTE CO.
...\dgn\d
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Plotting Date: 10/25/2017
Plot Scale -
1:4
0Plotted Fro
m -
bfrie
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Revised 10-25-17
Slipline 72" Pipe
857+25.23 L to 857+24.99 R (480 Ac)
93
11522
BRANDON
FRIEDR
P
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R EG. N O.
S
OU
TH DA K OT
A
EGIS
TER
ED ROFESSIONAL N
GIN
EER
DAKOTA
SOUTH
STATE OFPROJECT
SHEETSHEETS
TOTAL
P 0042(51)
1040+00 1041+00 1042+00 1043+00 1044+00 1045+00 1046+00
0+00
1+00
2+00
2+28
2+28
1043+00 1044+00 1045+00
3 PP3 PP
3 PP 3 PP
Plotting Date: 10/25/2017
SCALE 1" = 40'
42
Parcel A6
Parcel A7
Sec. 26 - T11N - R8E
75.00'
1042
+69.63
127.00'
1042
+69.63
127.00'
1043
+69.63
75.00'
1043
+69.63
75.00'
1043
+69.69
146.25'
1043
+69.69
75.00'
1042
+69.69
146.25'
1042
+69.69
150'
R.
O.
W.
R.O.W. Line
R.O.W. Line
US Highway 212
More or Less
0.12 Acres, 5200 Sq.Ft.
Repair & Grading containing
Temporary Easement for Pipe
1042+69.63 to 1043+69.63 L
Parcel A6
More or Less
0.16 Acres, 7125 Sq.Ft.
Repair & Grading containing
Temporary Easement for Pipe
1042+69.69 to 1043+69.69 R
Parcel A7
84" CMP US212 MRM 58.00+0.853 BUTTE CO.Connect to Existing CMP
Install 84" CMP Flared End
1043+19.64-46.95'L
Connect to Existing CMP
Install 84" CMP Flared End
1043+19.68-46.09'R
Install Class C Riprap (35.0 Ton)
1043+25.68-53.33'R
1043+13.68-53.34'R to
...\dgn\d
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Plotting Date: 10/25/2017
Plot Scale -
1:4
0Plotted Fro
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Belle Fourche Office
Bureau of Land Management
Belle Fourch Office
Bureau of Land Management
Fence at Wide Depression
End Type 2 Fence
1043+64 L
Fence at Wide Depression
Begin Type 2 Fence
1042+74 L
Fence at Wide Depression
Begin Type 2 Fence
1042+74 R
Fence at Wide Depression
End Type 2 Fence
1043+64 R
Temporary Easement
around perimeter of
Install Temporary Fence
1042+74 L to 1043+64 L
Temporary Easement
around perimeter of
Install Temporary Fence
1042+74 R to 1043+64 R
Revised 10-25-17
Wetland Boundry
Wetland Boundry
93
Slipline 84" Pipe
1043+19.68-46.57'R (730 Ac)
1043+19.64-47.43'L to
DAKOTA
SOUTH
STATE OFPROJECT
SHEETSHEETS
TOTAL
P 0042(51)
84" CMP
AS
PH
ED
GE
AS
PH
ED
GE
CE
NT
ER
LI
NE
R.
O.
W.
LI
NE
R.
O.
W.
LI
NE
4:1
4:1
2800
2805
2810
2815
2820
2825
2830
2835
2840
2845
2850
2855
2860
2865
28702870
-1+00 0+00 1+00 2+00 3+00 4+00
11522
BRANDON
FRIEDR
P
ER EG. N O
.
S
OU
TH DA K OT
A
EGIS
TER
ED ROFESSIONAL N
GIN
EER
43
2843.90'Elev.
100Q 408 cfs
2838.30'Elev.
25Q 223 cfs
Elev 2945.80
858+18.14 - 84.87'R
CP 4
2828.18
FL (84" CMP)
2828.76
FL (84" CMP)
Flared End
Install 84" CMP
1043+19.64 L
Flared End
Install 84" CMP
1043+19.68 R
and Type B Drainage Fabric (30 Sq Yd)
Install Class C Riprap (35.0 Ton)
1043+13.68 R to 1043+25.68 R
84" CMP US212 MRM 58.00+0.853 BUTTE CO.
...\dgn\d
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Plotting Date: 10/25/2017
Plot Scale -
1:4
0Plotted Fro
m -
bfrie
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Revised 10-25-17
Slipline 84" Pipe
1043+19.64 L to 1043+19.68 R (730 Ac)
92
11522
BRANDON
FRIEDR
P
E
R EG. N O.
S
OU
TH DA K OT
A
EGIS
TER
ED ROFESSIONAL N
GIN
EER
0+00
1+00
2+00
DAKOTA
SOUTH
STATE OFPROJECT
SHEETSHEETS
TOTAL
P 0042(51)
1431+001432+00
1433+00 1434+00 1435+00 1436+00
3 PP
3 PP
3 PP 3 PP
Revised 10-25-17
130.00'
1434
+37.93
75.00'
1434
+37.42
130.00'
1434
+15.48
75.00'
1433
+15.34
SCALE 1" = 40'
Parcel A8
Curt & Patty Riesland
Parcel A9
Curt & Patty Riesland
44
75.00'
1433
+15.55
131.50'
1433
+15.55
75.00'
1434
+16.01
130.00'
1433
+14.32
Protection Baskets (21.5 Cu Yd)
Install Bank and Channel
1433+67.27-65.50'R
1433+67.02-41.50'R to
(Incidental Work, Grading)
Flared End
Take Out 72" RCP
1433+66.31-29.28'L
Sec. 1 - T11N - R9E
(Incidental Work, Grading)
Flared End
Take Out 72" RCP
1433+66.92-31.25'R
150'
R.
O.
W.
US Highway 212N 58°08'24" E
R.O.W. Line
R.O.W. Line
More or Less
0.13 Acres, 5500 Sq.Ft.
Repair & Grading containing
Temporary Easement for Pipe
1433+14.32 to 1434+16.01 L
Parcel A8
More or Less
0.16 Acres, 7000 Sq.Ft.
Repair & Grading containing
Temporary Easement for Pipe
1433+15.55 to 1434+37.93 R
Parcel A9
72" RCP US212 MRM 66.00+0.276 BUTTE CO.
Connect to Existing RCP
Install 72"-4' RCP
1433+66.26-33.28'L
1433+66.31-29.28'L to
Install 72" RCP Flared End
1433+66.26-33.28'L
Install 72" RCP Flared End
1433+66.96-35.25'R
Connect to Existing RCP
Install 72"-4' RCP
1433+66.96-35.25'R
1433+66.92-31.25'R to
Plu
m
Creek
Plu
m
Creek
...\dgn\d
042d_212-6
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Plotting Date: 10/25/2017
Plot Scale -
1:4
0Plotted Fro
m -
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with Stream Crossing
Begin Type 2 Fence
1433+20 L
with Stream Crossing
End Type 2 Fence
1434+10 L
with Stream Crossing
End Type 2 Fence
1434+32 R
with Stream Crossing
Begin Type 2 Fence
1433+23 R
Temporary Easement
around perimeter of
Install Temporary Fence
1433+23 R to 1434+32 R
Temporary Easement
around perimeter of
Install Temporary Fence
1433+20 L to 1434+10 L
Wetland Boundry
Wetland Boundry
Slipline 72" Pipe
1433+66.93-31.98'R (653 Ac)
1433+66.28-30.01'L to
93
2705
2710
2715
2720
2725
2730
2735
2740
2745
2750
2755
2760
0+00 1+00 2+00
72" RCP
DAKOTA
SOUTH
STATE OFPROJECT
SHEETSHEETS
TOTAL
P 0042(51)
11522
BRANDON
FRIEDR
P
E
R EG. N O.
S
OU
TH DA K OT
A
EGIS
TER
ED ROFESSIONAL N
GIN
EER
AS
PH
ED
GE
AS
PH
ED
GE
ST
RI
PE
ST
RI
PE
R.
O.
W.
LI
NE
R.
O.
W.
LI
NE
5:16:1
2744.70'Elev.
100Q 383 cfs
2741.70'Elev.
25Q 209 cfs
Install 72"-4' RCP
1433+66.92 R to 1433+66.96 R
Flared End
Install 72" RCP
1433+66.96 R
72" RCP US212 MRM 66.00+0.276 BUTTE CO.
...\dgn\d
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6v.d
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File -
Plotting Date: 10/25/2017
Plot Scale -
1:4
0Plotted Fro
m -
bfrie
d
Revised 10-25-17
Protection Baskets (21.5 Cu Yd)
Install Bank and Channel
1433+67.02 R to 1433+67.27 R
Flared End
Install 72" RCP
1433+66.26 L
Install 72"-4' RCP
1433+66.26 L to 1433+66.31 L
Slipline 72" Pipe
1433+66.28 L to 1433+66.93 R (653 Ac)
45
2733.06
FL (72" RCP)
2732.85
FL (72" RCP)
93
11522
BRANDON
FRIEDR
P
E
R EG. N O.
S
OU
TH DA K OT
A
EGIS
TER
ED ROFESSIONAL N
GIN
EER
DAKOTA
SOUTH
STATE OFPROJECT
SHEETSHEETS
TOTAL
P 0042(51)
1606+00 1607+00 1608+00 1609+00 1610+00 1611+00 1612+00
0+00
1+00
2+00
3+00
3+06
3 PP 3 PP
3 PP3 PP
144.82'
1607
+98.87
74.85'
1608
+99.30
SCALE 1" = 40'
Sec. 29 - T12N - R10E
Parcel A11
Parcel A10
Michelle Kenstler
46
R.O.W. Line
R.O.W. Line
144.85'
1608
+98.87
74.82'
1607
+99.30
75.15'
1609
+00.22
75.18'
1608
+00.22
135.18'
1608
+00.59
135.15'
1609
+00.59
Protection Gabions (4.5 Cu Yd)
Install Bank and Channel
1608+49.36-66.01'R
1608+49.41-57.01'R to
End Type 2 Fence
1608+94.15 R
(Incidental Work, Grading)
Cleanout Channel to Drain
1608+85-119'R
1608+49-57'R to
(Incidental Work, Grading)
Flared End
Take Out 24" CMP
1608+49.42-55.59'R
(Incidental Work, Grading)
Flared End
Take Out 24" CMP
1608+50.08-52.45'L
150'
R.
O.
W.
N 44°26'24" W US Highway 212
1608+13.39
Quarter Line
More or Less
0.14 Acres, 6000 Sq.Ft.
Repair & Grading containing
Temporary Easement for Pipe
1608+00.22 to 1609+00.59 L
Parcel A10
More or Less
0.16 Acres, 7000 Sq.Ft.
Repair & Grading containing
Temporary Easement for Pipe
1607+98.87 to 1608+99.30 R
Parcel A11
24" CMP US212 MRM 69.00+0.606 MEADE CO.
Connect to Existing CMP
Flared End
Install 24" CMP
1608+50.08-52.45'L
Connect to Existing CMP
Flared End
Install 24" CMP
1608+49.42-55.59'R
Larry R. Schuelke
...\dgn\d
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Plotting Date: 10/25/2017
Plot Scale -
1:4
0Plotted Fro
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Begin Type 2 Fence
1608+05 L
End Type 2 Fence
1608+95 L
Begin Type 2 Fence
1608+04 R
Temporary Easement
around perimeter of
Install Temporary Fence
1608+05 L to 1608+95 L
Temporary Easement
around perimeter of
Install Temporary Fence
1608+04 R to 1608+94 R
Revised 10-25-17
93
Slipline 24"Pipe
1608+49.41-56.57'R (26 Ac)
1608+50.04-53.42'L to
24" CMP
11522
BRANDON
FRIEDR
P
E
R EG. N O.
S
OU
TH DA K OT
A
EGIS
TER
ED ROFESSIONAL N
GIN
EER
DAKOTA
SOUTH
STATE OFPROJECT
SHEETSHEETS
TOTAL
P 0042(51)
AS
PH
ED
GE
AS
PH
ED
GE
ST
RI
PE
ST
RI
PE
R.
O.
W.
LI
NE
R.
O.
W.
LI
NE
Channel Cleanout
2710
2715
2720
2725
2730
2735
2740
2745
2750
2755
2760
2765
2770
2775
27802780
0+00 1+00 2+00 3+00 4+00
Elev.
100Q
Elev.
25Q
2744.90'
19 cfs
24 cfs
Protection Gabions (4.5 Cu Yd)
Install Bank and Channel
1608+49.41 R to 16+49.36 R
Flared End
Install 24" CMP
1608+49.42 R
Flared End
Install 24" CMP
1608+50.08 L
2747.30'
Slipline 24" Pipe
1608+50.04 L to 1608+49.41 R (26 Ac)
...\dgn\d
042d_212-6
9v.d
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Plotting Date: 10/25/2017
Plot Scale -
1:4
0Plotted Fro
m -
bfrie
d
2739.97
FL (24" CMP)
2738.34
FL (24" CMP)
24" CMP US212 MRM 69.00+0.606 MEADE CO. Revised 10-25-17
47 93
11522
BRANDON
FRIEDR
P
E
R EG. N O.
S
OU
TH DA K OT
A
EGIS
TER
ED ROFESSIONAL N
GIN
EER
DAKOTA
SOUTH
STATE OFPROJECT
SHEETSHEETS
TOTAL
P 0042(51)
0+00
1+00
2+00
3+00
3+34
3+34
431+00 432+00 433+00 434+00 435+00 436+00
3 PP 3 PP
Revised 10-25-17
124.73'
433
+35.27
74.73'
433
+35.27
74.77'
431
+75.27
124.77'
431
+75.27
Protection Gabions (4.5 Cu Yd)
Install Bank and Channel
432+80.72-68.86'L
432+86.84-62.26'L to
Typical Section
See Cross Sections and
Excavate Ditch Section (280 Cu Yd)
434+67.58-57.73'R
432+94.50-57.73'R to
(Incidental Work, Grading)
Flared End
Take Out 24" CMP
433+90.92-49.90'R
(Incidental Work, Grading)
Flared End
Take Out 24" CMP
432+87.80-61.22'L
150'
R.
O.
W.
432
+59.91
US Highway 212
R.O.W. Line
R.O.W. Line
N 1°28'58" W
Quarter
Line
24" CMP US212 MRM 122.00+0.248 ZIEBACH CO.
Connect to Existing CMP
Flared End
Install 24" CMP
432+87.80-61.22'L
Connect to Existing CMP
Flared End
Install 24" CMP
433+90.92-49.90'R
Marlene J. Griffith
Darrell D. &
Section Line
Begin Channel Cleanout
432+94.50 - 57.73'R
End Channel Cleanout
434+67.58 - 57.73'R
Begin Type 3 Fence
431+80 L
End Type 3 Fence
433+30 L
Temporary Easement
around perimeter of
Install Temporary Fence
431+80 L to 433+30 L
Slipline 24" Pipe
433+91.72-50.77'R (19 Ac)
432+86.97-62.11'L to
(Incidental Work, Grading)
Cleanout Channel to Drain
432+88-61'L
432+39-114'L to
SCALE 1" = 40'Sec. 35 - T13N - R18E
Sec. 1 - T12N - R18E
Parcel A12
48
More or Less
0.18 Acres, 8000 Sq.Ft.
Repair & Grading containing
Temporary Easement for Pipe
431+75.27 to 433+35.27 L
Parcel A12
CleanoutBegin Channel432+39-114'LT
...\dgn\d
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22.d
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File -
Plotting Date: 10/25/2017
Plot Scale -
1:4
0Plotted Fro
m -
bfrie
d
93
11522
BRANDON
FRIEDR
P
E
R EG. N O.
S
OU
TH DA K OT
A
EGIS
TER
ED ROFESSIONAL N
GIN
EER
24" CMP
CHANNEL GRADE (57.73'R)
2520
2525
2530
2535
2540
2545
2550
2555
2560
2565
0+00 1+00 2+00 3+00 4+00
Channel Cleanout
DAKOTA
SOUTH
STATE OFPROJECT
SHEETSHEETS
TOTAL
P 0042(51)
2525
2530
2535
2540
2545
2550
2555
2560
2565
432+00 433+00 434+00 435+00
Elev 2542.67
PVI 432+94.49
Elev 2535.55
PVI 433+89.27
Elev 2542.24
PVI 434+67.58
-0.0751 0.0
854
G2 0.0854
G1 -0.0751
L 116.36ft
ST
RI
PE
AS
PH
ED
GE
ST
RI
PE
AS
PH
ED
GE
R.
O.
W.
LI
NE
R.
O.
W.
LI
NE
2542.50'Elev.
17 cfs100
Q
Elev. 2541.40'
14 cfs25
Q
338 CuYdTotal
58 CuYd Topsoil
280 CuYdExcavation
Protection Gabions (4.5 Cu Yd)
Install Bank and Channel
432+86.84 L to 432+80.72 L
Flared End
Install 24" CMP
433+90.92 R
Flared End
Install 24" CMP
432+87.80 L
Slipline 24" Pipe
432+86.97 L to 433+91.72 R (19 Ac)
49
...\dgn\d
042d_212-1
22v.d
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File -
Plotting Date: 10/25/2017
Plot Scale -
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2535.10
FL (24" CMP)
2538.24
FL (24" CMP)
24" CMP US212 MRM 122.00+0.248 ZIEBACH CO. Revised 10-25-17
93
2+80
2+80
11522
BRANDON
FRIEDR
P
E
R EG. N O.
S
OU
TH DA K OT
A
EGIS
TER
ED ROFESSIONAL N
GIN
EER
DAKOTA
SOUTH
STATE OFPROJECT
SHEETSHEETS
TOTAL
P 0042(51)
2+00
518+00 519+00 520+00 521+00 522+00 523+00 524+00
0+00
1+00
Revised 10-25-17
SCALE 1" = 40'
Sec. 31 - T13N - R19E
Parcel A13
50
R.O.W. Line
R.O.W. Line
74.98'
520
+46.90
164.00'
520
+46.90
164.00'
521
+53.28
74.98'
521
+53.28
Flared End
Install 30" CMP
520+99.66-39.52'R
Flared End
Install 30" CMP
521+00.13-40.30'L
(Incidental Work, Grading)
Cleanout Channel to Drain
521+00-45'L
520+68-139'L to
(Incidental Work, Grading)
Flared End
Take Out 30" CMP
520+99.72-29.52'R
(Incidental Work, Grading)
Flared End
Take Out 30" CMP
521+00.08-30.30'L
More or Less
0.22 Acres, 9470 Sq.Ft.
Repair & Grading containing
Temporary Easement for Pipe
520+46.90 to 521+53.28 L
Parcel A13
30" CMP US212 MRM 123.00+0.911 ZIEBACH CO.
Schauer Land Company, LLC.
Schauer Land Company, LLC.
Connect to Existing CMP
Install 30"-10' CMP
520+99.66-39.52'R
520+99.72-29.52'R to
Connect to Existing CMP
Install 30"-10' CMP
521+00.13-40.30'L
521+00.08-30.30'L to
El
m
Creek
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Slipline 30" Pipe
520+99.72-29.52'R (26 Ac)
521+00.08-30.30'L to
150'
R.
O.
W.
US Highway 212N 19°21'00" W
93
11522
BRANDON
FRIEDR
P
E
R EG. N O.
S
OU
TH DA K OT
A
EGIS
TER
ED ROFESSIONAL N
GIN
EER
DAKOTA
SOUTH
STATE OFPROJECT
SHEETSHEETS
TOTAL
P 0042(51)
30" CMP
Channel Cleanout
2525
2530
2535
2540
2545
2550
2555
2560
2565
2570
2575
2580
2585
0+00 1+00 2+00 3+00
2.5:
1 3:1
AS
PH
ED
GE
ST
RI
PE
AS
PH
ED
GE
R.
O.
W.
LI
NE
R.
O.
W.
LI
NE
ST
RI
PE
with Flared End
Install 10'-30" CMP
1+27.24 to 1+37.24
Elev.
100Q
2558.20'
21 cfs
2557.40'
17 cfs25
Q
Elev.
51
2554.36
FL (30" CMP)
2554.29
FL (30" CMP)
Protection Gabions (6.0 Cu Yd)
Install Bank and Channel
521+00.14 L to 521+00.20 L
Install 30"-10' CMP
521+00.08 L to 521+00.13 L
Install 30"-10' CMP
520+99.72 R to 520+99.66 R
Flared End
Install 30" CMP
521+00.13 L
Flared End
Install 30" CMP
520+99.66 R
30" CMP US212 MRM 123.00+0.911 ZIEBACH CO.
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Revised 10-25-17
Slipline 30" Pipe
521+00.08 L to 520+99.72 R (26 Ac)
93
R EL=2881.10
CP#2
11522
BRANDON
FRIEDR
P
E
R EG. N O.
S
OU
TH DA K OT
A
EGIS
TER
ED ROFESSIONAL N
GIN
EER
DAKOTA
SOUTH
STATE OFPROJECT
SHEETSHEETS
TOTAL
P 0042(51)
1043+001042+001041+00
1040+00 1044+00
3 PP
3 PP
3 PP 3 PP
1045+00
0+00
1+00
2+00
2+88 3 PP
Revised 10-25-17
SCALE 1" = 40'
52
1044+001043+00
Parcel A15
1042+001041+00
1040+00
R.O.W. Line
Sec. 14 - T20N - R5E
Parcel A14
R.O.W. Line
100.00'
1041
+59.46
100.00'
1043
+06.31
100.00'
1041
+85.11
155.00'
1041
+84.83
200'
R.
O.
W.
(Incidental Work, Grading)
Flared End
Take Out 72" RCP
1042+35.04-46.11'R
(Incidental Work, Grading)
Flared End
Take Out 72" RCP
1042+36.18-43.96'L
Salvage 29 Ton Riprap
1042+36.18-43.96'L
S 49°20'01" W
R 2865.00'
L 1991.45'
T 1037.85'
E 1078606.71
N 698462.82
PI 1051+89.35
93.27'L
1042+56.76
58.55'L
1042+21.05
65.98'L
1042+69.59
More or Less
0.18 Acres, 7811 Sq.Ft.
Repair & Grading containing
Temporary Easement for Pipe
1041+59.46 to 1043+06.31 R
Parcel A14
More or Less
0.17 Acres, 7221 Sq.Ft.
Repair & Grading containing
Temporary Easement for Pipe
1041+84.83 to 1043+21.64 L
Parcel A15
72" RCP US85 MRM 135.09+0.798 HARDING CO.
Dale W. & Debra R. Turbiville
Dale W. & Debra R. Turbiville
Install 72" RCP Flared End
1042+36.26-49.95'L
Connect to Existing RCP
Install 72"-6' RCP
1042+36.26-49.95'L
1042+36.18-43.96'L to
Connect to Existing RCP
Install 72"-6' RCP
1042+35.04-46.11'R
1042+34.96-52.10'R to
Install 72" RCP Flared End
1042+34.96-52.10'R
155.00'
1043
+21.64
100.00'
1043
+20.95
and Place 29 Ton of Salvaged Riprap
Install Class C Riprap (170.0 Ton)
1042+63.21-79.63'L
1042+36.36-58.19'L to
150.00'
1043
+05.49
150.00'
1041
+60.00
Stream Crossing
End Type 2 Fence
1043+03 R
Stream Crossing
Begin Type 2 Fence
1041+62 R
Temporary Easement
around perimeter of
Install Temporary Fence
1041+62 R to 1043+03 R
Temporary Easement
around perimeter of
Install Temporary Fence
1041+90 R to 1043+19 R
Stream Crossing
Begin Type 3 Fence
1041+90 LStream Crossing
End Type 3 Fence
1043+19 L
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Bed & Bank Channel
Other Waters,
Slipline 72" Pipe
1042+36.19-44.92'R (499 Ac)
1042+35.02-47.07'L to
93
US Highway 85
11522
BRANDON
FRIEDR
P
E
R EG. N O.
S
OU
TH DA K OT
A
EGIS
TER
ED ROFESSIONAL N
GIN
EER
AS
PH
ED
GE
ST
RI
PE
ST
RI
PE
AS
PH
ED
GE
R.
O.
W.
LI
NE
R.
O.
W.
LI
NE
3:1 3:1
4:14:1
72" RCP
29152915
2905
2910
0+00 3+00 4+001+00 2+00
2870
2875
2860
2865
2880
2895
2900
2885
2890
DAKOTA
SOUTH
STATE OFPROJECT
SHEETSHEETS
TOTAL
P 0042(51)
Elev. 2892.90'
100Q
Elev.
25Q
2884.40'
180 cfs
329 cfs
3.5'
and Type B Drainage Fabric (175 SqYd)
29 Ton Salvaged Riprap
Install Class C Riprap (170.0 Ton),
1042+36.36 L to 1042+63.21 LSlipline 72" Pipe
1042+35.02 L to 1042+36.19 R (499 Ac)
2877.23
FL (72" RCP)
2875.41
FL (72" RCP)
Flared End
Install 72" RCP
1042+36.26 L
Install 72"-6' RCP
1042+36.18 L to 1042+36.26 L
Flared End
Install 72" RCP
1042+34.96 R
Install 72"-6' RCP
1042+34.96 R to 1042+35.04 R
72" RCP US85 MRM 135.09+0.798 HARDING CO.
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Revised 10-25-17
53 93
11522
BRANDON
FRIEDR
P
E
R EG. N O.
S
OU
TH DA K OT
A
EGIS
TER
ED ROFESSIONAL N
GIN
EER
DAKOTA
SOUTH
STATE OFPROJECT
SHEETSHEETS
TOTAL
P 0042(51)
378+00 379+00 380+00 381+00 382+00 383+00
1+00
2+00
3+00
4+00
4+21
4+21
3 PP 3 PP
3 PP
3 PP
R.O.W. Line
R.O.W. Line100.00'
380
+58.18
SCALE 1" = 40'
Sec. 28 - T22N - R6E
Ronald & Annette Slaba
Parcel A17
Sec. 27 - T22N - R6E
57 93
Parcel A16
100.00'
379
+57.31
142.00'
379
+57.13
142.00'
380
+57.13
100.00'
380
+57.31
175.00'
379
+58.41
100.00'
379
+58.19
175.00'
380
+58.41
Protection Gabions (4.5 Cu Yd)
Install Bank and Channel
380+08.01-90.39'R
380+07.98-81.39'R to
(Incidental Work, Grading)
Protection Baskets
Take Out Bank and Channel
380+07.79-124.52'R
380+07.75-115.52'R to
(Incidental Work, Grading)
Flared End
Take Out 24" CMP
380+07.50-58.27'L
200'
R.
O.
W.
379
+03.53
Sixteenth
Line
S 87°40'14" W
E 1108155.70
N 751470.98
PI 379+3.53
More or Less
0.17 Acres, 7500 Sq.Ft.
Repair & Grading containing
Temporary Easement for Pipe
379+58.19 to 380+58.41 R
Parcel A16
More or Less
0.10 Acres, 4200 Sq.Ft.
Repair & Grading containing
Temporary Easement for Pipe
379+57.13 to 380+57.31 L
Parcel A17
24" CMP US85 MRM 147.00+0.492 HARDING CO.
Lex Burghduff
Section Line
Connect to Existing CMP
Flared End
Install 24" CMP
380+07.50-58.27'L
Connect to Existing CMP
Flared End
Install 24" CMP
380+07.97-79.98'R
(Follows CL of Highway)
(Incidental Work, Grading)
Flared End
Take Out 24" CMP
380+08.08-114.98'R
(Indidental Work, Grading)
Take Out 24"-35' CMP
380+08.08-114.98'R
380+07.97-79.98'R to
Begin Type 6 Fence
379+63 R
End Type 6 Fence
380+53 R
End Type 3 Fence
380+52 LBegin Type 3 Fence
379+62 L
...\dgn\d
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Plotting Date: 10/25/2017
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Revised 10-25-17
Slipline 24" Pipe
380+07.98-80.86'R (6.4 Ac)
380+07.56-59.14'L to
Temporary Easement
around perimeter of
Install Temporary Fence
379+63 R to 380+53 R
Temporary Easement
around perimeter of
Install Temporary Fence
379+62 L to 380+52 L
US Highway 85
11522
BRANDON
FRIEDR
P
E
R EG. N O.
S
OU
TH DA K OT
A
EGIS
TER
ED ROFESSIONAL N
GIN
EER
ST
RI
PE
AS
PH
ED
GE
AS
PH
ED
GE
ST
RI
PE
R.
O.
W.
LI
NE
R.
O.
W.
LI
NE
4:1
3090
3095
3100
3105
3110
3115
3120
3125
3130
3135
3140
3145
3150
3155
31603160
0+00 1+00 2+00 3+00 4+00 5+00
24" CMP
DAKOTA
SOUTH
STATE OFPROJECT
SHEETSHEETS
TOTAL
P 0042(51)
Flared End
Install 24" CMP
380+07.97 R
Flared End
Install 24" CMP
380+07.50 L
Protection Gabions (4.5 Cu Yd)
Install Bank and Channel
380+07.98 R to 380+08.01 R
3129.13
FL (24" CMP)3122.44
FL (24" CMP)
337 CuYdTotal
82 CuYdTopsoil
255 CuYdExcavation
24" CMP US85 MRM 147.00+0.492 HARDING CO.
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Revised 10-25-17
Slipline 24" Pipe
380+07.56 L to 380+07.98 R (6.4 Ac)
Elev.
100Q
3131.40'
3131.00'Elev.
25Q 9 cfs
11 cfs
9358
11522
BRANDON
FRIEDR
P
E
R EG. N O.
S
OU
TH DA K OT
A
EGIS
TER
ED ROFESSIONAL N
GIN
EER
DAKOTA
SOUTH
STATE OFPROJECT
SHEETSHEETS
TOTAL
P 0042(51)
RE
L=3121.5
2
CP#4
333+00 334+00 335+00332+00331+00330+00
1+00
2+00
3+00
4+00
4+06
3 PP 3 PP
3 PP
3 PP
R.O.W. Line
R.O.W. Line
100.00'
332
+91.55
Section Line
SCALE 1" = 40'
155.25'
332
+92.34
100.00'
332
+92.20
155.25'
333
+92.341
00.00'
333
+92.20
Sec. 21 - T22N - R6E
William A. Rotenberger
Parcel A19
Sec. 22 - T22N - R6E
59
100.00'
333
+91.67
100.00'
333
+56.67
100.00'
333
+26.67
177.97'
333
+26.46
178.05'
333
+56.46
238.00'
333
+91.30
238.00'
332
+91.30
Parcel 4
Ronald & Annette Slaba
1+00
2+00
3+00
4+00
(Incidental Work, Grading)Flared EndTake Out 30" CMP333+42.12-71.36'R
(Incidental Work, Grading)Flared EndTake Out 30" CMP333+41.52-154.27'L
200'
R.
O.
W.
US Highway 85
More or Less
0.13 Acres, 5525 Sq.Ft.
Repair & Grading containing
Temporary Easement for Pipe
332+92.20 to 333+92.34 R
Parcel A18
More or Less
0.26 Acres, 11460 Sq.Ft.
Repair & Grading containing
Temporary Easement for Pipe
332+91.30 to 333+91.67 L
Parcel 4
HARDING CO.30" CMP US85 MRM 148.00+0.363
Protection Gabions (6.0 Cu Yd)Install Bank and Channel333+41.49-168.71'L333+41.52-156.71'L to
Connect to Existing CMPFlared EndInstall 30" CMP333+41.52-154.27'L
Connect to Existing CMPFlared EndInstall 30" CMP333+42.12-71.36'R
Begin Type 3 Fence332+96 L
End Type 3 Fence333+86 L
Begin Type 2 Fence332+97 R
End Type 2 Fence333+87 R
...\dgn\d
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Plotting Date: 10/25/2017
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Revised 10-25-17
Slipline 30" Pipe333+42.12-71.54'R (26 Ac)333+41.52-154.46'L to
Temporary Easement
around perimeter of
Install Temporary Fence
332+97 R to 333+87 R
Temporary Easement
around perimeter of
Install Temporary Fence
332+96 L to 333+86 L
93
11522
BRANDON
FRIEDR
P
ER EG. N O
.
S
OU
TH DA K OT
A
EGIS
TER
ED ROFESSIONAL N
GIN
EER
ST
RI
PE
AS
PH
ED
GE
AS
PH
ED
GE
ST
RI
PE
R.
O.
W.
LI
NE
R.
O.
W.
LI
NE
3075
3080
3085
3090
3095
3100
3105
3110
3115
3120
3125
3130
3135
3140
3145
3150
31553155
0+00 1+00 2+00 3+00 4+00 5+00
30" CMP
DAKOTA
SOUTH
STATE OFPROJECT
SHEETSHEETS
TOTAL
P 0042(51)
Elev.
100Q 26 cfs
3121.30'
3120.10'Elev.
25Q 20 cfs
60
3116.81
FL (30" CMP)
3103.94
FL (30" CMP)
Flared End
Install 30" CMP
333+41.52 L
Flared End
Install 30" CMP
333+42.12 R
Protection Gabions (6.0 Cu Yd)
Install Bank and Channel
333+41.52 L to 333+41.49 L
30" CMP US85 MRM 148.00+0.363 HARDING CO.
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93
Revised 10-25-17
Slipline 30" Pipe
333+41.52 L to 333+42.12 R (26 Ac)
11522
BRANDON
FRIEDR
P
E
R EG. N O.
S
OU
TH DA K OT
A
EGIS
TER
ED ROFESSIONAL N
GIN
EER
DAKOTA
SOUTH
STATE OFPROJECT
SHEETSHEETS
TOTAL
P 0042(51)
49+0050+00 51+00 52+00
53+00
54+00
1+00
2+00
3+00
4+00
3 PP 3 PP
3 PP 3 PPT
SCALE 1" = 40'
Sec. 28 - T23N - R6E
Parcel A19
61
R.O.W. Line
R.O.W. Line
Parcel A20Protection Gabions (4.5 Cu Yd)
Install Bank and Channel
51+30.19-82.24'R
51+30.19-73.24'R to
99.64'
50
+81.57
148.64'
50
+82.20
99.63'
51
+79.03
148.63'
51
+78.46
203.35'
50
+77.29
203.37'
51
+82.92
100.37
51
+81.53
100.35'
50
+78.83
R 3819.72'
L 3370.43'
T 1803.80'
E 1109479.53
N 784994.92
PI 45+87.10
Section
Line
48
+64.34
(Incidental Work, Grading)
Flared End
Take Out 24" CMP
51+30.28-65.16'L
(Incidental Work, Grading)
Flared End
Take Out 24" CMP
51+30.16-120.10'R
(Incidental Work, Grading)
Take Out 24"-48' CMP
51+30.20-71.83'R
200'
R.
O.
W.
Section Line
US Highway 85
More or Less
0.11 Acres, 4900 Sq.Ft.
Repair & Grading containing
Temporary Easement for Pipe
50+81.57 to 51+79.03 L
Parcel A19
More or Less
0.24 Acres, 10300 Sq.Ft.
Repair & Grading containing
Temporary Easement for Pipe
50+77.29 to 51+82.92 R
Parcel A20
24" CMP US85 MRM 153.00+0.863 HARDING CO.
Heidi Miller
Gregory M. &
Heidi Miller
Gregory M. &
Connect to Existing CMP
Flared End
Install 24" CMP
51+30.28-65.16'L
Connect to Existing CMP
Flared End
Install 24" CMP
51+30.20-69.83'R
Sec. 27 - T23N - R6E
...\dgn\d
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Begin Type 3 Fence
50+83 RBegin Type 3 Fence
51+76 R
Begin Type 3 Fence
50+86 L
End Type 3 Fence
51+74 L
Temporary Easement
around perimeter of
Install Temporary Fence
50+83 R to 51+76 R
93
Revised 10-25-17
Slipline 24" Pipe
51+30.19-72.33'R (5.8 Ac)
51+30.28-65.67'L to
11522
BRANDON
FRIEDR
PE
R EG. N O.
SO
UTH DA K O
T
A
EGIS
TER
ED ROFESSIONAL N
GIN
EER
ST
RI
PE
AS
PH
ED
GE
AS
PH
ED
GE
ST
RI
PE
R.
O.
W.
LI
NE
R.
O.
W.
LI
NE
2895
2900
2905
2910
2915
2920
2925
2930
2935
2940
2945
2950
2955
2960
2965
29702970
0+00 1+00 2+00 3+00 4+00 5+00 6+00
24" CMP
DAKOTA
SOUTH
STATE OFPROJECT
SHEETSHEETS
TOTAL
P 0042(51)
4:1
Elev. 2930.90'
5 cfs100
Q
Elev. 2930.70'
4 cfs25
Q
399 CuYdTotal
73 CuYdTopsoil
326 CuYdExcavation
Flared End
Install 24" CMP
51+30.20 R
Protection Gabions (4.5 Cu Yd)
Install Bank and Channel
51+30.19 R to 51+30.19 R
Flared End
Install 24" CMP
51+30.28 L
Slipline 24" Pipe
51+30.28 L to 51+30.19 R (5.8 Ac)
...\dgn\d
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62
2929.63
FL (24" CMP)
2922.65
FL (24" CMP)
24" CMP US85 MRM 153.00+0.863 HARDING CO. Revised 10-25-17
93