department of transportation - south...

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.


DAKOTA

P 0042(51)

SHEET

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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.


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P 0042(51)

SHEET

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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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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


Take Out 36"-20' CMP

129+91.37-53.24'L

129+79.35-37.26'L to



129+91.04-57.82'L

129+74.37-59.50'L to



129+90.70-52.35'L



129+09.32-55.92'R



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.



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


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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Plot Scale -

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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


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

93

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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

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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


129+91.37 L to 129+95.88 L

Protection Baskets (6.0 Cu Yd)


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

RI

PE

AS

PH

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AS

PH

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R.

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W.

LI

NE

R.

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W.

LI

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Channel Cleanout

36" CMP

2832.25

FL (18" CMP)

2832.25

FL (36" CMP)

2836.67

FL (18" CMP)

2831.60

FL (36" CMP)


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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


149+91.81-62.92'L

Sec. 15 - T9N - R6E

42" CMP Flared End

150+37.67-70.94'R

150'

R.

O.

W.




150+38.64-73.78'R



150+37.35-70.00'R

150+31.19-52.02'R to



149+88-73'L

149+69-129'L to



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.



149+12.68 to 150+27.68 L

Parcel A3

More or Less

0.17 Acres, 7422 Sq.Ft.



149+99.06 to 151+14.06 R

Parcel 1



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



149+91.17-64.80'L



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


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

93

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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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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



150+38.64 R

2827.15

FL (42" CMP)

2826.84

FL (18" CMP)

2834.13

FL (18" CMP)


(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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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

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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

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SHEETSHEETS

TOTAL

P 0042(51)

Revised 10-25-17

Sec. 4 - T10N - R8E

Arpan Grazing Association

Silver Acres, LLC



857+25-45'L

857+17-79'L to


Take Out 72" RCP Flared End

857+25.23-33.15'L


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


Install 72"-4' RCP

857+24.97-38.44'R

857+24.99-34.44'R to



857+24.87-68.69'R

857+24.95-44.69'R to


857+24.94-38.44'R

SCALE 1" = 40'

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Parcel A5

Parcel A4

150'

R.

O.

W.

Temporary Easement

around perimeter of


856+80 L to 857+70 L

Temporary Easement

around perimeter of


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,


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.



856+74.57 to 857+74.84 R

Parcel A5

853+77.60

More or Less

0.13 Acres, 5575 Sq.Ft.



856+75.36 to 857+75.58 L

Parcel A4

Section Line

93

11522

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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)



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.

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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

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R EG. N O.

S

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A

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TER

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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


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.



1042+69.63 to 1043+69.63 L

Parcel A6

More or Less

0.16 Acres, 7125 Sq.Ft.



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


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

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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


Begin Type 2 Fence

1042+74 L


Begin Type 2 Fence

1042+74 R


End Type 2 Fence

1043+64 R

Temporary Easement

around perimeter of


1042+74 L to 1043+64 L

Temporary Easement

around perimeter of


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

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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)


1043+13.68 R to 1043+25.68 R


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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

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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



1433+67.27-65.50'R

1433+67.02-41.50'R to


Flared End

Take Out 72" RCP

1433+66.31-29.28'L

Sec. 1 - T11N - R9E


Flared End

Take Out 72" RCP

1433+66.92-31.25'R

150'

R.

O.

W.


R.O.W. Line

R.O.W. Line

More or Less

0.13 Acres, 5500 Sq.Ft.



1433+14.32 to 1434+16.01 L

Parcel A8

More or Less

0.16 Acres, 7000 Sq.Ft.



1433+15.55 to 1434+37.93 R

Parcel A9



Install 72"-4' RCP

1433+66.26-33.28'L

1433+66.31-29.28'L to


1433+66.26-33.28'L


1433+66.96-35.25'R


Install 72"-4' RCP

1433+66.96-35.25'R

1433+66.92-31.25'R to

Plu

m

Creek

Plu

m

Creek

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with Stream Crossing

Begin Type 2 Fence

1433+20 L


End Type 2 Fence

1434+10 L


End Type 2 Fence

1434+32 R


Begin Type 2 Fence

1433+23 R

Temporary Easement

around perimeter of


1433+23 R to 1434+32 R

Temporary Easement

around perimeter of


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

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AS

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AS

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ST

RI

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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


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Revised 10-25-17



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

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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



1608+49.36-66.01'R

1608+49.41-57.01'R to

End Type 2 Fence

1608+94.15 R



1608+85-119'R

1608+49-57'R to


Flared End

Take Out 24" CMP

1608+49.42-55.59'R


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.



1608+00.22 to 1609+00.59 L

Parcel A10

More or Less

0.16 Acres, 7000 Sq.Ft.



1607+98.87 to 1608+99.30 R

Parcel A11

24" CMP US212 MRM 69.00+0.606 MEADE CO.


Flared End

Install 24" CMP

1608+50.08-52.45'L


Flared End

Install 24" CMP

1608+49.42-55.59'R

Larry R. Schuelke

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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


1608+05 L to 1608+95 L

Temporary Easement

around perimeter of


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

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S

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A

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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



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)

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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

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S

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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



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


Flared End

Take Out 24" CMP

433+90.92-49.90'R


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.


Flared End

Install 24" CMP

432+87.80-61.22'L


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


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



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.



431+75.27 to 433+35.27 L

Parcel A12

CleanoutBegin Channel432+39-114'LT

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93

11522

BRANDON

FRIEDR

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S

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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



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

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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

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R EG. N O.

S

OU

TH DA K OT

A

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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



521+00-45'L

520+68-139'L to


Flared End

Take Out 30" CMP

520+99.72-29.52'R


Flared End

Take Out 30" CMP

521+00.08-30.30'L

More or Less

0.22 Acres, 9470 Sq.Ft.



520+46.90 to 521+53.28 L

Parcel A13


Schauer Land Company, LLC.

Schauer Land Company, LLC.


Install 30"-10' CMP

520+99.66-39.52'R

520+99.72-29.52'R to


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)



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


...\dgn\d

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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

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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.


Flared End

Take Out 72" RCP

1042+35.04-46.11'R


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.



1041+59.46 to 1043+06.31 R

Parcel A14

More or Less

0.17 Acres, 7221 Sq.Ft.



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


1042+36.26-49.95'L


Install 72"-6' RCP

1042+36.26-49.95'L

1042+36.18-43.96'L to


Install 72"-6' RCP

1042+35.04-46.11'R

1042+34.96-52.10'R to


1042+34.96-52.10'R

155.00'

1043

+21.64

100.00'

1043

+20.95

and Place 29 Ton of Salvaged Riprap


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


1041+62 R to 1043+03 R

Temporary Easement

around perimeter of


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

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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

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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



380+08.01-90.39'R

380+07.98-81.39'R to


Protection Baskets

Take Out Bank and Channel

380+07.79-124.52'R

380+07.75-115.52'R to


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.



379+58.19 to 380+58.41 R

Parcel A16

More or Less

0.10 Acres, 4200 Sq.Ft.



379+57.13 to 380+57.31 L

Parcel A17

24" CMP US85 MRM 147.00+0.492 HARDING CO.

Lex Burghduff

Section Line


Flared End

Install 24" CMP

380+07.50-58.27'L


Flared End

Install 24" CMP

380+07.97-79.98'R

(Follows CL of Highway)


Flared End

Take Out 24" CMP

380+08.08-114.98'R

(Indidental Work, Grading)


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

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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


379+63 R to 380+53 R

Temporary Easement

around perimeter of


379+62 L to 380+52 L

US Highway 85

11522

BRANDON

FRIEDR

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NE

R.

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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



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


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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

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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.



332+92.20 to 333+92.34 R

Parcel A18

More or Less

0.26 Acres, 11460 Sq.Ft.



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

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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


332+97 R to 333+87 R

Temporary Easement

around perimeter of


332+96 L to 333+86 L

93

11522

BRANDON

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W.

LI

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R.

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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



333+41.52 L to 333+41.49 L


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Revised 10-25-17

Slipline 30" Pipe

333+41.52 L to 333+42.12 R (26 Ac)

11522

BRANDON

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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)


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


Flared End

Take Out 24" CMP

51+30.28-65.16'L


Flared End

Take Out 24" CMP

51+30.16-120.10'R



51+30.20-71.83'R

200'

R.

O.

W.

Section Line

US Highway 85

More or Less

0.11 Acres, 4900 Sq.Ft.



50+81.57 to 51+79.03 L

Parcel A19

More or Less

0.24 Acres, 10300 Sq.Ft.



50+77.29 to 51+82.92 R

Parcel A20


Heidi Miller

Gregory M. &

Heidi Miller

Gregory M. &


Flared End

Install 24" CMP

51+30.28-65.16'L


Flared End

Install 24" CMP

51+30.20-69.83'R

Sec. 27 - T23N - R6E

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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


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

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ST

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R.

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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



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)

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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

department of transportation - south...

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