3April 14, 2021

HARDING PERKINS CORSON

ZIEBACH DEWEY

BUTTE

MEADE

CUSTER

FALL RIVER

PROJECT 13.6 miles East of Onida, SD on 185th Street / Onida Rd over Medicine Knoll Creek

BEGIN PROJECT - 185th Street

At Sta. 18+00

2946.61' East of the NW Corner of

Sec. 7 - (T114N) - (R74W)

DESIGN DESIGNATION ADT (2019) ADT(2039) DHV d TDHV TADT V

125 147 22 50% 3.6% 7.7% 55mph

STORM WATER PERMIT DATA Major Receiving Body of Water: Medicine Knoll Creek Area Disturbed: 0.53 Acres Total Project Area: 3.58 Acres Latitude: 44° 42' 28.91" N Longitude: -99° 47' 5.89" W

Brosz Engineering. Inc. Project No. 19-596P

McPHERSON BROWN MARSHALL

EDMUNDS DAY

FAULK SPINK CLARK CODINGTON

DEUEL

HAMLIN

BEADLE KINGSBURY

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STATE OF

S.D.

PROJECT

BRF 6235(00)19-1

SHEET TOTAL NO. SHEETS

31

STATE OF SOUTH DAKOTA

DEPARTMENT OF TRANSPORTATION INDEX OF SHEETS

R48W

25

36

1

13

24

188TH ST

R48W

PLANS FOR PROPOSED

BRF-6235(00)19-1 SULLY COUNTY

Structure and Approach Grading

11

11 30

11

31

6

18

19

Str. No. 60-456-130 PCN 075Y

32

4

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9

17 16

20

R47W

3

H ST

10

15

R47W

I E.

2

ONIDA

11

14

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Sheet No. 1

Sheet No. 2-6

Sheet No. 7

Sheet No. 8

Sheet No. 9

Sheet No. 10-13

Sheet No. 14

Sheet No. 15-18

Sheet No. 19-28

Sheet No. 29-31

Title Sheet

Notes and Quantities, Environmental

Commitments, and General Notes

Typical Section and Control Data

Traffic Control Plan

Erosion Control Plan

SWPPP Notes

Plan & Profile

Standard Plates

Details for 4 - 12' x 6'

Cast-In-Place Box Culvert

Cross Sections

END PROJECT - 185th Street At Sta. 22+00

1888.47' West of the NE Corner of

Sec. 7 - (T114N) - (R74W)

STRUCTURE# 60-456-130

Q PlansBy: < B Brosz Engineering, Inc.

Consulting Engineers V

PROJECT STATE OF SOUTH

DAKOTA BRF 6235(00) 19-1

SHEET

2 31

TOTAL SHEETS

Grading

Structure Structure No. 60-456-130

SPECIFICATIONS Standard Specifications for Roads and Bridges, 2015 Edition and Required Provisions, Supplemental Specifications, and Special Provisions as included in the Proposal.

ENVIRONMENTAL COMMITMENTS The SDDOT is committed to protecting the environment and uses Section A Environmental Commitments as a communication tool for the Engineer and Contractor to ensure that attention is given to avoid, minimize, and/or mitigate an environmental impact. Environmental commitments to various agencies and the public have been made to secure approval of this project. An agency with permitting authority can delay a project if identified environmental impacts have not been adequately addressed. Unless otherwise designated, the Contractor’s primary contact regarding matters associated with these commitments will be the Project Engineer. These environmental commitments are not subject to change without prior written approval from the SDDOT Local Government Assistance (LGA) Office. Additional guidance on SDDOT’s Environmental Commitments can be accessed through the Environmental Procedures Manual found at: http://www.sddot.com/resources/Manuals/EnvironProcManual.pdf For questions regarding change orders in the field that may have an effect on an Environmental Commitment, the Project Engineer will contact the LGA Office at 605-773-6253 or 605-773-4284 to determine whether an environmental analysis and/or resource agency coordination is necessary. COMMITMENT A: WETLANDS All efforts to avoid and minimize wetland impacts from the project have resulted in approximately 0.095 acre(s) of wetlands (includes temporary and permanent) becoming impacted. Refer to Grading plans for location and boundaries of the impacted wetlands. Table of Impacted Wetlands

Wetland No. Station

Perm. Impact

Left (Acres)

Perm. Impact Right

(Acres)

Temp. Impact

Left (Acres)

Temp. Impact Right

(Acres)

Total Impact (Acres)

1 18+86 to 20+90

0.056 0.039 0.00 0.00 0.095

Action Taken/Required: Mitigation is not required in accordance with Section 404 of the Clean Water Act.

Temporary impacts identified in the Table of Impacted Wetlands will not be mitigated as original contours and elevations will be re-established. The Contractor will notify the Project Engineer if additional easement is needed to complete work adjacent to any wetland. The Project Engineer will obtain an appropriate course of action from the Environmental Office before proceeding with construction activities that affect any wetlands beyond the work limits and easements shown in the plans. COMMITMENT B: FEDERALLY THREATENED, ENDANGERED, AND PROTECTED SPECIES COMMITMENT B2: WHOOPING CRANE The Whooping Crane is a spring and fall migratory bird in South Dakota that is about 5 feet tall and typically stops on wetlands, rivers, and agricultural lands along their migration route. An adult Whooping Crane is white with a red crown and a long, dark, pointed bill. Immature Whooping Cranes are cinnamon brown. While in flight, their long necks are kept straight and their long dark legs trail behind. Adult Whooping Cranes' black wing tips are visible during flight. Action Taken/Required: Harassment or other measures to cause the Whooping Crane to leave the site is a violation of the Endangered Species Act. If a Whooping Crane is sighted roosting in the vicinity of the project, borrow pits, or staging areas associated with the project, cease construction activities in the affected area until the Whooping Crane departs and immediately contact the Project Engineer. The Project Engineer will contact the Environmental Office so that the sighting can be reported to USFWS. COMMITMENT D: WATER QUALITY STANDARDS COMMITMENT D1: SURFACE WATER QUALITY North Fork Medicine Knoll Creek is classified as warm water, marginal fishery with a total suspended solids standard of less than 150 mg/L 30-day average, less than 263 mg/L daily maximum. Action Taken/Required: The Contractor is advised that the South Dakota Surface Water Quality Standards, administered by the South Dakota Department of Environment and Natural Resources (DENR), apply to this project. Special construction measures will be taken to ensure the above standard(s) of the surface waters are maintained and protected.

ESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTS

BID ITEM ITEM

NUMBER QUANTITY UNIT

009E0010 Mobilization Lump Sum LS

120E0010 Unclassified Excavation 1,936 CuYd

230E0010 Placing Topsoil 180 CuYd

250E0020 Incidental Work, Grading Lump Sum LS

451E7510 Verify Utilities 1 Each

632E1320 2.0"x2.0" Perforated Tube Post 22 .0 Ft

632E3526 Install State Furnished Sign 2 Each

634E0110 Traffic Control Signs 134.0 SqFt

634E0120 Traffic Control, Miscellaneous Lump Sum LS

634E0275 Type 3 Barricade 10 Each

730E0204 Type C Permanent Seed Mixture 10 Lb

732E0100 Mulching 1.6 Ton

734E0604 High Flow Silt Fence 850 Ft

734E0610 Mucking Silt Fence 8 CuYd

BID ITEM ITEM QUANTITY UNIT

NUMBER

250E0030 Incidental Work, Structure Lump Sum LS

420E0200 Structure Excavation, Box Culvert 152 CuYd

421E0200 Box Culvert Undercut 401 CuYd

460E0120 Class A45 Concrete, Box Culvert 302.6 CuYd

480E0100 Reinforcing Steel 39,275 Lb

700E0210 Class B Riprap 193.0 Ton

831E0110 Type B Drainage Fabric 304 SqYd

831E0300 Reinforcement Fabric (MSE) 583 SqYd

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PROJECT STATE OF

SOUTH DAKOTA

BRF 6235(00) 19-1

SHEET

3 31

TOTAL SHEETS

COMMITMENT D2: SURFACE WATER DISCHARGE The DENR General Permit for Temporary Discharge is required for temporary dewatering and discharges to waters of the state. The effluent limit for total suspended solids will be 90 mg/L 30-day average. The effluent limit applies to discharges to all waters of the state except discharges to waters classified as cold water permanent fish life propagation waters according to the ARSD 74:51:01:45. For discharges to waters of the state classified as cold water permanent fish life propagation waters, the effluent limit for total suspended solids will be 53 mg/L daily maximum. The permittee has the option of completing effluent testing or implementing a pollution prevention plan for compliance with this permit. If the permittee develops a pollution prevention plan instead of total suspended solids sampling, the plan must be developed and implemented prior to discontinuing total suspended solids sampling. Refer to section 3.0 of the permit. If any pollutants are suspected of being discharged, a sample must be taken for those parameters listed in section 2.2 of the permit. Refer to Commitment D1: Surface Water Quality for stream classification. Action Taken/Required: If construction dewatering is required, the Contractor will obtain the General Permit for Temporary Discharge Activities from the DENR Surface Water Program, 605-773-3351. http://denr.sd.gov/des/sw/swqformsandpermits.aspx The Contractor will provide a copy of the approved permit to the Project Engineer prior to proceeding with any dewatering activities. The approved permit must be kept on-site and as part of the project records. Effluent monitoring, as a result of dewatering activities, will be summarized for each month and recorded on a separate Discharge Monitoring Report (DMR) and submitted to DENR monthly. Additional information can be found at http://denr.sd.gov/des/sw/WhatisaDMR.aspx COMMITMENT E: STORM WATER Construction activities constitute less than 1 acre of disturbance. Action Taken/Required: The DENR General Permit for Storm Water Discharges Associated with Construction Activities is required for construction activity disturbing one or more acres of earth and work in a waterway. The SDDOT is the owner of this permit and will submit the NOI to DENR 15 days prior to project start in order to obtain coverage under the General Permit. Work can begin once the DENR letter of approval is received. The Contractor must adhere to the “Special Provision Regarding Storm Water Discharges to Waters of the State.” The Contractor will complete the DENR Contractor Certification Form prior to the pre-construction meeting. The form certifies under penalty of law that the Contractor understands and will comply with the terms and conditions of the permit for this project. Work may not begin on this project until this form is signed and submitted to DENR.

The form can be found at: https://denr.sd.gov/des/sw/eforms/CGPAppendixCCA2018Fillable.pdf The Contractor is advised that permit coverage may also be required for off-site activities, such as borrow and staging areas, which are the responsibility of the Contractor. Storm Water Pollution Prevention Plan The Storm Water Pollution Prevention Plan (SWPPP) will be developed prior to the submittal of the NOI and will be implemented for all construction activities for compliance with the permit. The SWPPP must be kept on-site and updated as site conditions change. Erosion control measures and best management practices will be implemented in accordance with the SWPPP. The Storm Water, Erosion, and Sediment Control Inspection Report Form DOT 298, will be used for site inspections and to document changes to the SWPPP. A copy of the completed inspection form will be filed with the SWPPP documents and retained for a minimum of three years. The inspection will include disturbed areas of the construction site that have not been finally stabilized, areas used for storage materials, structural control measures, and locations where vehicles enter or exit the site. These areas will be inspected for evidence of, or the potential for, pollutants entering the drainage system. Erosion and sediment control measures identified in the SWPPP will be observed to ensure that they are operating correctly and sediment is not tracked off of the site. Information on storm water permits and SWPPPs are available on the following websites: SDDOT: https://dot.sd.gov/doing-business/environmental/stormwater DENR: http://denr.sd.gov/des/sw/stormwater.aspx EPA: https://www.epa.gov/npdes

COMMITMENT H: WASTE DISPOSAL SITE The Contractor will furnish a site(s) for the disposal of construction and/or demolition debris generated by this project. Action Taken/Required: Construction and/or demolition debris may not be disposed of within the Public ROW. The waste disposal site(s) will be managed and reclaimed in accordance with the following from the General Permit for Construction/Demolition Debris Disposal Under the South Dakota Waste Management Program issued by the Department of Environment and Natural Resources. The waste disposal site(s) will not be located in a wetland, within 200 feet of surface water, or in an area that adversely affects wildlife, recreation, aesthetic value of an area, or any threatened or endangered species, as approved by the Environmental Office and the Project Engineer. If the waste disposal site(s) is located such that it is within view of any ROW, the following additional requirements will apply: 1. Construction and/or demolition debris consisting of concrete, asphalt concrete, or other similar materials will be buried in a trench completely separate from wood debris. The final cover over the construction and/or demolition debris will consist of a minimum of 1 foot of soil capable of supporting vegetation. Waste disposal sites provided outside of the Public ROW will be seeded in accordance with Natural Resources Conservation Service recommendations. The seeding recommendations may be obtained through the appropriate County NRCS Office. The Contractor will control the access to waste disposal sites not within the Public ROW with fences, gates, and placement of a sign or signs at the entrance to the site stating “No Dumping Allowed”. 2. Concrete and asphalt concrete debris may be stockpiled within view of the ROW for a period of time not to exceed the duration of the project. Prior to project completion, the waste will be removed from view of the ROW or buried and the waste disposal site reclaimed as noted above. The above requirements will not apply to waste disposal sites that are covered by an individual solid waste permit as specified in SDCL 34A-6-58, SDCL 34A-6-1.13, and ARSD 74:27:10:06. Failure to comply with the requirements stated above may result in civil penalties in accordance with South Dakota Solid Waste Law, SDCL 34A-6-1.31. All costs associated with furnishing waste disposal site(s), disposing of waste, maintaining control of access (fence, gates, and signs), and reclamation of the waste disposal site(s) will be incidental to the various contract items.

Revised 2-22-21

PROJECT STATE OF

SOUTH DAKOTA

BRF 6235(00) 19-1

SHEET

4 31

TOTAL SHEETS

COMMITMENT I: HISTORICAL PRESERVATION OFFICE CLEARANCES The Corps of Engineers has obtained concurrence with the State Historical Preservation Office (SHPO or THPO) for all work included within the project limits and all department designated sources and designated option material sources, stockpile sites, storage areas, and waste sites provided within the plans. Action Taken/Required: All earth disturbing activities not designated within the plans require a cultural resource review prior to scheduling the pre-construction meeting. This work includes, but is not limited to: Contractor furnished material sources, material processing sites, stockpile sites, storage areas, plant sites, and waste areas. The Contractor will arrange and pay for a record search and when necessary, a cultural resource survey. The Contractor has the option to contact the state Archaeological Research Center (ARC) at 605-394-1936 or another qualified archaeologist, to obtain either a records search or a cultural resources survey. A record search might be sufficient for review if the site was previously surveyed; however, a cultural resources survey may need to be conducted by a qualified archaeologist. The Contractor will provide ARC with the following: a topographical map or aerial view of which the site is clearly outlined, site dimensions, project number, and PCN. If applicable, provide evidence that the site has been previously disturbed by farming, mining, or construction activities with a landowner statement that artifacts have not been found on the site. The Contractor will submit the cultural resources survey report to SDDOT Environmental Office, 700 East Broadway Avenue, Pierre, SD 57501-2586. SDDOT will submit the information to the appropriate SHPO/THPO. Allow 30 Days from the date this information is submitted to the Environmental Engineer for SHPO/THPO review. In the event of an inadvertent discovery of human remains, funerary objects, or if evidence of cultural resources is identified during project construction activities, then such activities will immediately cease and the Project Engineer will be immediately notified. The Project Engineer will contact the SDDOT Environmental Office to determine an appropriate course of action. SHPO/THPO review does not relieve the Contractor of the responsibility for obtaining any additional permits and clearances for Contractor furnished material sources, material processing sites, stockpile sites, storage areas, plant sites, and waste areas that affect wetlands, threatened and endangered species, or waterways. The Contractor will not utilize a site known or suspected of having contaminated soil or water. The Contractor will provide the required permits and clearances to the Project Engineer at the preconstruction meeting. COMMITMENT J: CONSTRUCTION PRACTICES FOR TEMPORARY WORKS IN WATERWAYS OF THE U.S. The Contractor is advised that special construction measures must be taken to ensure that the waterways of the U.S. are not impacted.

Action Taken/Required: Excavation will not occur below the ordinary high water elevation in waterways outside of caissons, cribs, cofferdams, steel piling, or sheeting. The natural streambed will not be disturbed unless specified by the plans and under the observation of the Project Engineer. Refer to the Table of U.S. Waterways to Protect for ordinary high water elevations. Any structure work over or within the waterway will be constructed according to Section 7.21 C of the Specifications. All dredged or excavated materials will be placed at a site above the ordinary high water elevation in a confined area (not classified as a wetland) that is a minimum of 50 feet away from concentrated flows of storm water, drainage courses, and inlets to prevent return of such material to the waterway. The construction of temporary work platforms, crossings, or berms below the ordinary high water elevation will be allowed if all material placed below the ordinary high water elevation consists of Class B or larger riprap. All temporary caissons, cribs, cofferdams, steel piling, sheeting, work platforms, crossings, and berms will be removed with minimal disturbance to the streambed. Proper construction practices will be used to minimize increases in suspended solids and turbidity in the waterway. Bridge berms, wing dams, traffic diversions, channel reconstruction, stream diversions, grading, etc. will be constructed in close conformity with the plans to ensure that the hydraulic capacity of the waterway is not changed. Temporary waterway crossings required for the Contractor’s construction operations will be constructed with an adequate drainage structure size and minimum fill height to reduce the potential for upstream flooding. The Contractor will be responsible for sizing the temporary drainage structure for these crossings. Table of U.S. Waterways to Protect

Station Waterway Ordinary High Water Elevation

20+00 Medicine Creek 1659.60

Stream channel excavation within “Waters of the US” is subject to USACE regulatory jurisdiction. Stream channel excavation cannot exceed the permitted quantities and/or surface area. The 404 Permit is included in the Special Provisions. The Contractor will take all precautions necessary to prevent any incidental discharges associated with the excavation and hauling of material from the stream channel. This pertains to any excavation operations such as, foundation, pier, or abutment excavation, channel cleanout, excavation for riprap protection, and removal of any temporary fill associated with construction activities. COMMITMENT N: SECTION 404 PERMIT The SDDOT has obtained a Section 404 Permit from the USACE for the permanent actions associated with this project.

Action Taken/Required: The Contractor will comply with all requirements contained in the Section 404 Permit. The Contractor will also be responsible for obtaining a Section 404 Permit for any dredge, excavation, or fill activities associated with material sources, storage areas, waste sites, and Contractor work sites outside the plan work limits that affect wetlands, floodplains, or waters of the United States. SULLY COUNTY REQUIREMENTS The County will be responsible for the following items without federal participation: 1) Right of way and temporary and permanent easements 2) Coordination of any utility adjustments 3) Furnish and install final surfacing 4) Furnish and install temporary and/or permanent fencing 5) Furnish and install new permanent signing 6) Remove silt fence in permanently seeded areas GRADING OPERATIONS Water for Embankment is estimated at the rate of 10 gallons of water per cubic yard of Embankment minus Waste. The estimated quantity of Water for Embankment is 20 MGal. No separate payment will be made for the Water for Embankment and all costs associated will be incidental to the contract unit price per cubic yard of “Unclassified Excavation”. The estimated cubic yards of excavation and/or embankment required to construct outlet ditches, ditch blocks, and approaches are included in the earthwork balance notes on the profile sheets. Special ditch grades and other sections of the roadway different than the typical section(s) will be constructed to the limits shown on the cross sections. If significant changes to the cross sections are necessary during construction, the Engineer will contact the Designer for the proposed change. Generally, all shallow inlet and outlet ditches as noted on the plan sheets will be cut with a 10-foot-wide bottom with 5:1 backslopes. However, the Engineer may direct the Contractor to adjust the ditch width for proper alignment with the drainage structure. Temporary fence and/or permanent fence will be placed ahead of the grading operation unless otherwise directed by the Engineer. SHRINKAGE FACTOR: Embankment +35%.

Revised 2-22-21

l===r==-=-=-. I

PROJECT STATE OF

SOUTH DAKOTA

BRF 6235(00) 19-1

SHEET

5 31

TOTAL SHEETS

UTILITIES The Contractor will be aware that the existing utilities shown in the plans were surveyed prior to the design of this project and might have been relocated or replaced by a new utility facility prior to construction of this project, might be relocated or replaced by a new utility facility during the construction of this project, or might not require adjustment and may remain in its current location. The Contractor will contact each utility owner and confirm the status of all existing and new utility facilities. Adequate time will be provided for the utilities to be relocated and adjusted, prior to work that may disrupt the utilities as per section 5.6 of the Specifications. Known utilities which are present include but may not be limited to: Oahe Electric Venture Communications

Cooperative 102 S Canford Street 218 Commercial Ave. SE Blunt, SD 57522 Highmore, SD 57345 (605) 962-6243 (605) 852-2224

SD One Call: 1-800-781-7474 SALVAGED ITEMS The contractor will salvage the Steel Bridge Rail for future highway use and neatly stockpiled on site for pickup by Sully County Highway Department. Care will be taken not to damage the structural properties of the items during dismantling and transporting. All broken concrete and materials not salvaged will be disposed of in accordance with the Specifications. All costs for salvaging the items will be incidental to the contract lump sum price for “Incidental Work, Structure”. The contractor will also remove and salvage two (2) weight limit signs and all Type 3 object markers which are located at or near the existing structure. These signs will become the property of the Sully County Highway Department. All costs for salvaging these signs will be incidental to the contract lump sum price for “Incidental Work, Grading”. Before preparing his/her bid, the Contractor will make a visual inspection of the project to verify the extent of the work and material involved.

EXCAVATION FOR REINFORCED CONCRETE BOX CULVERT INSTALLATION Included in the quantity of “Unclassified Excavation” are 1555 cubic yards of excavation for installation of reinforced concrete box culverts. All work necessary to excavate a trench for installation of reinforced concrete box culverts including labor, equipment, and incidentals will be incidental to the contract unit price per cubic yard for “Unclassified Excavation”. Payment for excavation of reinforced concrete box culverts will be based only on plans quantity and measurement of these excavation quantities during construction will not be performed. The excavation quantities for installation of reinforced concrete box culverts are not included with the earthwork balance quantities on the plans profile sheets. The quantities computed for excavation of the reinforced concrete box culverts are based on the limits shown in the drawing below.

PLACING TOPSOIL The thickness will be approximately 4 inches within the right-of-way and 6 inches on temporary easements. The topsoil thickness for the option borrow pits will be as stated on the option borrow pit sheets. The estimated amount of topsoil to be placed is as follows:

Topsoil Station to Station (CuYd) 18+00 22+00 180

Total: 180 MYCORRHIZAL INOCULUM Mycorrhizal inoculum will consist of mycorrhizal fungi spores and mycorrhizal fungi-infected root fragments in a solid carrier. The carrier may include organic materials, calcinated clay, or other materials consistent with application and good plant growth. The supplier will provide certification of the fungal species claimed and the live propagule count. The inoculum will include the following fungal species: 25% Glomus intraradices 25% Glomus aggregatum or deserticola 25% Glomus mosseae 25% Glomus etunicatum

All seed will be inoculated by the seed supplier with a minimum of 100,000 live propagules of mycorrhizal fungi per acre. All costs of inoculating the seed will be incidental to the contract unit price per pound for the corresponding permanent seed mixture. The mycorrhizal inoculum will be as shown below or an approved equal:

Product Manufacturer

MycoApply

Mycorrhizal Applications, Inc. Grants Pass, OR Phone: 1-866-476-7800 www.mycorrhizae.com

AM 120 Multi Species Blend Reforestation Technologies Int. Gilroy, CA Phone: 1-800-784-4769 www.reforest.com

PERMANENT SEEDING The areas to be seeded consist of all newly graded areas within the project limits except for the top of roadways, temporary easements under cultivation, and areas designated to be sod. Type C Permanent Seed Mixture will consist of the following:

Grass Species

Variety

Pure Live Seed (PLS)

(Pounds/Acre)

Western Wheatgrass Arriba, Flintlock, Rodan, Rosana, Walsh

16

Canada Wildrye Mandan 2

Total: 18

MULCHING (GRASS HAY OR STRAW) An additional 1.6 tons of Grass Hay or Straw Mulch has been added to the Estimate of Quantities for temporary erosion control on areas determined by the Engineer during construction. If the Contractor uses a no-till drill, mulch may be applied prior to seeding and the mulch can then be punched into the soil by the no-till drill. If the Contractor uses this process, the no-till drill seeding will be completed immediately following the mulch application and the mulch will be punched into the soil at a 3-inch depth.

Revised 2-22-21

,,-The lcrw~t elevation of original ground, ( undercut line, or bottom of removed or \ salvaged surfacing , .............

"-., ,., · · Limits

~2:1

PROJECT STATE OF SOUTH

DAKOTA BRF 6235(00) 19-1

SHEET

6 31

TOTAL SHEETS

HIGH FLOW SILT FENCE The high flow silt fence fabric provided will be from the approved product list. The approved product list for high flow silt fence may be viewed at the following internet site: http://apps.sd.gov/HC60ApprovedProducts/main.aspx High flow silt fence will be placed at the locations noted in the table and at locations that will minimize siltation of adjacent streams, lakes, dams, or drainage areas as determined by the Engineer during construction. Refer to Standard Plate 734.05 for details. TABLE OF HIGH FLOW SILT FENCE

Station

L/R

Location

Quantity (Ft)

18+00 to 19+35 L Toe of Inslope 140 18+00 to 20+08 R Toe of Inslope 220 20+20 to 22+00 L Toe of Inslope 190 20+57 to 22+00 R Toe of Inslope 150 Additional Quantity: Engineer’s Discretion 150

Total: 850

Revised 2-22-21

ELEMENT P.O.B. P.O.E.

6" Topsoil fi / (Outside R.O.W.)

HORIZONTAL ALIGNMENT STATION NORTHING EASTING 0+00.00 318882.06 2022408.04

35+47.79 318890.02 2025955.83

Varies

10'-0" Clear Zone

2'-0"

4" Topsoil (Inside R. 0. W.)

TYPICAL SECTION

28'-0" Subgrade **

See Transition Table

12'-0" Lane (Varies)

0.04 Ff/Ft

6" Gravel Surfacing (To be Furnished & Placed by County)

See Transition Table

12'-0" Lane (Varies)

This Point Referred To On Profile Sheets

**See Cross Se lions for Details

Station 18+00 to 22+00

Not to Scale

Varies

10'-0" Clear Zone

2'-0"

CONTROL DATA

STATE OF

PROJECT

S.D. BRF-6235(00)19-1

6" Topsoil (Outside R.O.W.)

HORIZONTAL AND VERTICAL CONTROL POINTS POINT STATION

BM1-REBAR 14+53.82 BASE1 - REBAR 33+95.51

OFFSET NORTHING 38.75' Lt. 318924.08 25.19' Rt. 318864.49

~ Q PlansBy: ~ B Brosz Engineering, Inc.

Consulting Engineers

•

EASTING ELEVATION 2023861.78 1662.99 2025803.60 1676.97

SHEET TOTAL NO. SHEETS

7 31

ITEMIZED LIST FOR TRAFFIC CONTROL SIGNS

CONVENTIONAL ROAD

SIGN

CODE SIGN DESCRIPTION NUMBER SIGN SIZE

SQFT

PER SIGNSQFT

0.000001

R11-2 ROAD CLOSED 2 48'' x 30'' 10.0 20.0

R11-3a ROAD CLOSED __ MILES AHEAD LOCAL TRAFFIC ONLY 4 60'' x 30'' 12.5 50.0

W20-3 ROAD CLOSED AHEAD 4 48'' x 48'' 16.0 64.0 0.000001

CONVENTIONAL ROAD

TRAFFIC CONTROL SIGNS SQFT134.0

28 \ 27

33 34

4 3

11

11

11

11

11

mil ;:: 11

\ 26

35

2

25

36

1

11

11

11

11

11

11

3 0

31

6 SEE INSET

TRAFFIC CONTROL PLAN

29 28 2 7

3

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AREA MAP

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Q PlansBy: < B Brosz Engineering, Inc.

Consulting Engineers V

STATE OF

S.D.

318th Ave

~

(X) u, 5'

~ -rn 0 ::, a: Ql

~

319thAve

INSET

PROJECT

BRF-6235(00)19-1

a 0 I{)

SHEET TOTAL NO. SHEETS

8 31

W20-3 (48 X 48)

W20-3 (48 X 48)

17+00 r130' LT

~ .... + 0

I

JZ(

EROSION AND SEDIMENT CONTROL DETAILS STATE

OF

S.D.

23+00 --- -1130' LT

See Structure - General Drawing for Riprap Dimensions and Quantities (Typ.)

19+10 75' LC _____ _

I ----- ----- ----\~:~~~

~ ;fZf

+--......... __.._,_ .__1~~ ~-~-~-_-:-:-;-.-~.-=-:-:-:-1

I

75' RTL_ _________ _ 19+50

I\)

"' + 0

I

~[ITT ____________________________________________________________ _ J130' RT --------- 23+00 17+00

Table of High Flow Silt Fence

Station UR Location

18+00 to 19+35 L Toe of Ins/ope 18+00 to 20+08 R Toe of Ins/ope

20+20 to 22+00 L Toe of Ins/ope

20+57 to 22+00 R Toe of Ins/ope

Additional Quantity Engineer's Discretion

Quantity (Ft.)

140

220

190

150

150

850

Plans By: Brosz Engineering, Inc. Consulting Engineers

PROJECT SHEET TOTAL NO. SHEETS

BRF 6235(00)19-1 9 31

N

Scale: 1 "= 50'

High Flow Silt Fence

I' , • , ' , ' V • • ' I Type C Permenant Seed Mixture

~ Riprap and Drainage Fabric

PROJECT STATE OF SOUTH

DAKOTA

BRF 6235(00)19-1

SHEET

10 31

TOTAL SHEETS

STORMWATER POLLUTION PREVENTION PLAN CHECKLIST (The numbers left of the title headings are reference numbers to the GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES (Stormwater Permit)) 5.3 (2): STAFF TRAINING/SWPPP IMPLEMENTATION To promote stormwater management awareness specific for this project, the Contractor’s Erosion Control Supervisor should provide correspondence of how the SWPPP will be implemented. The Contractor’s Erosion Control Supervisor is responsible for providing this information at the preconstruction meeting, and subsequently completing an attendance log, which should identify site-specific implementation of the SWPPP and the names of the personnel who attended the preconstruction meeting. Documentation of the preconstruction meeting will be filed with the SWPPP documents. 5.3 (3): DESCRIPTION OF CONSTRUCTION ACTIVITIES

5.3 (3a): Project Limits (See Title Sheet) 5.3 (3a): Project Description (See Title Sheet) 5.3 (4): Site Map(s) (See Title Sheet and Plans) Major Soil Disturbing Activities (check all that apply)

Clearing and grubbing Excavation/borrow Grading and shaping Filling Other (describe):

5.3 (3b): Total Project Area 3.58 Acres 5.3 (3b): Total Area to be Disturbed 0.53 Acres 5.3 (3c): Maximum Area Disturbed at One Time0.25 Acres 5.3 (3d): Existing Vegetative Cover (%) 90 outside of roadway 5.3 (3d): Description of Vegetative CoverSlough Grasses in

Channel, Pasture Grasses within ROW

5.3 (3e): Soil Properties: AASHTO Soil Classification A-4, A-6, A-7. Loam, Silt Loam, Clay Loam, Sandy Clay Loam, Silty Clay Loam, Silty Clay, Clay

5.3 (3f): Name of Receiving Water Body/Bodies North Medicine Creek

5.3 (3g): Location of Construction Support Activity Areas NE or NW within Temporary Easement Areas

5.3 (3h): ORDER OF CONSTRUCTION ACTIVITIES The Contractor will enter the Estimated Start Date.

Description Estimated Start Date

Install perimeter protection where runoff may exit site.

Install channel and ditch bottom protection.

Clearing and grubbing.

Remove and stockpile topsoil.

Stabilize disturbed areas.

Final grading.

Final surfacing and replace topsoil.

Removal of protection devices.

Reseed areas disturbed by removal activities.

5.3 (5): DESCRIPTION AND MAINTENANCE OF CONTROL MEASURES All controls will be maintained in good working order. Necessary repairs will be initiated within 24 hours of the site inspection report. Include the technical reasoning for selecting each control. (check all that apply)

Perimeter Controls (See Detail Plan Sheets)

Description Estimated Start Date

Natural Buffers (within 50 ft of Waters of State)

Silt Fence

Erosion Control Wattles

Temporary Berm / Windrow

Floating Silt Curtain

Stabilized Construction Entrances

Entrance/Exit Equipment Tire Wash

Other:

Structural Erosion and Sediment Controls

Description Estimated Start Date

Silt Fence

Temporary Berm/Windrow

Erosion Control Wattles

Temporary Sediment Barriers

Erosion Bales

Temporary Slope Drain

Turf Reinforcement Mat

Riprap

Gabions

Rock Check Dams

Sediment Traps/Basins

Culvert Inlet Protection

Transition Mats

Median/Area Drain Inlet Protection

Curb Inlet Protection

Interceptor Ditch

Concrete Washout Facility

Work Platform

Temporary Water Barrier

Temporary Water Crossing

Permanent Stormwater Ponds

Permanent Open Vegetated Swales

Natural Depressions to allow for Infiltration

Sequential Systems that combine several practices

Other:

Dust Controls

Description Estimated Start Date

Tarps & Wind impervious fabrics

Watering

Stockpile location/orientation

Dust Control Chlorides

Other

Dewatering BMPs

Description Estimated Start Date

Sediment Basins

Dewatering bags

Weir tanks

Temporary Diversion Channel

Other:

Stabilization Practices (See Detail Plan Sheets) (Stabilization measures will begin the following work day whenever earth disturbing activity on any portion of the site has temporarily or permanently ceased. Temporary stabilization will be completed as soon as practicable but no later than 14 days after initiating soil stabilization activities (3.18))

Description Estimated Start Date

Vegetation Buffer Strips

Temporary Seeding (Cover Crop Seeding)

Permanent Seeding

Sodding

Planting (Woody Vegetation for Soil Stabilization)

Mulching (Grass Hay or Straw)

Fiber Mulching (Wood Fiber Mulch)

Soil Stabilizer

Bonded Fiber Matrix

Fiber Reinforced Matrix

Erosion Control Blankets

Surface Roughening (e.g. tracking)

Other:

Wetland Avoidance Will construction and/or erosion and sediment controls impinge on regulated wetlands? Yes No If yes, the structural and erosion and sediment controls have been included in the total project wetland impacts and have been included in the 404 permit process with the USACE.

Revised 2-22-21

□ □ □ ~ ~ □ □ □ □ □ □ □ □

□ □ □ ~

□ ~ □ ~

□ ~ □

□ □ □ □ □ □ ~

□ □ □ □ □ ~

□ □ □ □ □ ~

□ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ ~ □ □

PROJECT STATE OF SOUTH

DAKOTA

BRF 6235(00)19-1

SHEET

11 31

TOTAL SHEETS

5.3 (6): PROCEDURES FOR INSPECTIONS

Inspections will be conducted at least once every 7 days. All controls will be maintained in good working order. Necessary

repairs will be initiated within 24 hours of the site inspection report.

Silt fence will be inspected for depth of sediment and for tears to ensure the fabric is securely attached to the posts and that the posts are well anchored. Sediment buildup will be removed from the silt fence when it reaches 1/3 of the height of the silt fence.

Sediment basins and traps will be checked. Sediment will be removed when depth reaches approximately 50 percent of the structure’s capacity, and at the conclusion of the construction.

Check dams will be inspected for stability. Sediment will be removed when depth reaches ½ the height of the dam.

All seeded areas will be checked for bare spots, washouts, and vigorous growth free of significant weed infestations.

Inspection and maintenance reports will be prepared on form DOT 298 for each site inspection, this form will also be used to document changes to the SWPPP. A copy of the completed inspection form will be filed with the SWPPP documents.

The SDDOT Project Engineer and Contractor’s Erosion Control Supervisor are responsible for inspections. Maintenance and repair activities are the responsibility of the Contractor. The SDDOT Project Engineer will complete the inspection and maintenance reports and distribute copies per the distribution instructions on DOT 298.

5.3 (7): POST CONSTRUCTION STORMWATER MANAGEMENT Stormwater management will be handled by temporary controls outlined in “DESCRIPTION AND MAINTENANCE OF CONTROL MEASURES” above, and any permanent controls needed to meet permanent stormwater management needs in the post construction period will be shown in the plans and noted as permanent. 5.3 (8): POLLUTION PREVENTION PROCEDURES 5.3 (8a): Spill Prevention and Response Procedures Material Management

Housekeeping

• Only needed products will be stored on-site by the Contractor.

• Except for bulk materials the contractor will store all materials under cover and/or in appropriate containers.

• Products must be stored in original containers and labeled.

• Material mixing will be conducted in accordance with the manufacturer’s recommendations.

• When possible, all products will be completely used before properly disposing of the container off-site.

• The manufacturer’s directions for disposal of materials and containers will be followed.

• The Contractor’s site superintendent will inspect materials storage areas regularly to ensure proper use and disposal.

• Dust generated will be controlled in an environmentally safe manner.

Hazardous Materials

• Products will be kept in original containers unless the container is not resealable and provide secondary containment as applicable.

• Original labels and material safety data sheets will be retained in a safe place to relay important product information.

• If surplus product must be disposed of, manufacturer’s label directions for disposal will be followed.

• Maintenance and repair of all equipment and vehicles involving oil changes, hydraulic system drain down, de-greasing operations, fuel tank drain down and removal, and other activities which may result in the accidental release of contaminants will be conducted on an impervious surface and under cover during wet weather to prevent the release of contaminants onto the ground.

• Wheel wash water will be collected and allowed to settle out suspended solids prior to discharge. Wheel wash water will not be discharged directly into any stormwater system or stormwater treatment system.

• Potential pH-modifying materials such as: bulk cement, cement kiln dust, fly ash, new concrete washings, concrete pumping, residuals from concrete saw cutting (either wet or dry), and mixer washout waters will be collected on site and managed to prevent contamination of stormwater runoff.

Spill Control Practices

In addition to the previous housekeeping and management practices, the following practices will be followed for spill prevention and cleanup if needed. For all hazardous materials stored on site, the manufacturer’s

recommended methods for spill cleanup will be clearly posted. Site personnel will be made aware of the procedures and the locations of the information and cleanup supplies.

Appropriate cleanup materials and equipment will be maintained by the Contractor in the materials storage area on-site. As appropriate, equipment and materials may include items such as brooms, dust pans, mops, rags, gloves, goggles, kitty litter, sand, sawdust, and plastic and metal trash containers specifically for cleanup purposes.

All spills will be cleaned immediately after discovery and the materials disposed of properly.

The spill area will be kept well ventilated and personnel will wear appropriate protective clothing to prevent injury from contact with a hazardous substance.

After a spill a report will be prepared describing the spill, what caused it, and the cleanup measures taken. The spill prevention plan will be adjusted to include measures to prevent this type of spill from reoccurring, as well as clean up instructions in the event of reoccurrences.

The Contractor’s site superintendent, responsible for day-to-day operations, will be the spill prevention and cleanup coordinator.

Spill Response

The primary objective in responding to a spill is to quickly contain the material(s) and prevent or minimize migration into stormwater runoff and conveyance systems. If the release has impacted on-site stormwater, it is critical to contain the released materials on-site and prevent their release into receiving waters. If a spill of pollutants threatens stormwater or surface water at the site, the spill response procedures outlined below must be implemented in a timely manner to prevent the release of pollutants. The Contractor’s site superintendent will be notified immediately

when a spill or the threat of a spill is observed. The superintendent will assess the situation and determine the appropriate response.

If spills represent an imminent threat of escaping erosion and sediment controls and entering receiving waters, personnel will be directed to respond immediately to contain the release and notify the superintendent after the situation has been stabilized.

Spill kits containing appropriate materials and equipment for spill response and cleanup will be maintained by the Contractor at the site.

If oil sheen is observed on surface water (e.g. settling ponds, detention ponds, swales), action will be taken immediately to remove the material causing the sheen. The Contractor will use appropriate materials to contain and absorb the spill. The source of the oil sheen will also be identified and removed or repaired as necessary to prevent further releases.

If a spill occurs the superintendent or the superintendent’s designee will be responsible for completing the spill reporting form and for reporting the spill to SDDENR.

Personnel with primary responsibility for spill response and cleanup will receive training by the Contractor’s site superintendent or designee. The training must include identifying the location of the spill kits and other spill response equipment and the use of spill response materials.

Spill response equipment will be inspected and maintained as necessary to replace any materials used in spill response activities.

5.3 (8b): WASTE MANAGEMENT PROCEDURES Waste Disposal

• All liquid waste materials will be collected and stored in approved sealed containers. All trash and construction debris from the site will be deposited in the approved containers. Containers will be serviced as necessary, and the trash will be hauled to an approved disposal site or licensed landfill. All onsite personnel will be instructed in the proper procedures for waste disposal and notices stating proper practices will be posted. The Contractor is responsible for ensuring waste disposal procedures are followed.

Hazardous Waste

• All hazardous waste materials will be disposed of in a manner specified by local or state regulations or by the manufacturer. Site personnel will be instructed in these practices, and the Contractor will be responsible for seeing that these practices are followed.

Sanitary Waste

• Portable sanitary facilities will be provided on all construction sites. Sanitary waste will be collected from the portable units which must be secured to prevent tipping and serviced in a timely manner by a licensed waste management Contractor or as required by any local regulations.

PROJECT STATE OF SOUTH

DAKOTA

BRF 6235(00)19-1

SHEET

12 31

TOTAL SHEETS

5.3 (9): CONSTRUCTION SITE POLLUTANTS The following materials or substances are expected to be present on the site during the construction period. These materials will be handled as noted under the heading “POLLUTION PREVENTION PROCEDURES” (check all that apply). Concrete and Portland Cement Detergents Paints Metals Bituminous Materials Petroleum Based Products Diesel Exhaust Fluid Cleaning Solvents Wood Cure Texture Chemical Fertilizers Other:

Product Specific Practices Petroleum Products

All on-site vehicles will be monitored for leaks and receive regular preventive maintenance to reduce the chance of leakage. Petroleum products will be stored in tightly sealed containers which are clearly labeled.

Fertilizers Fertilizers will be applied only in the amounts specified by the SDDOT. Once applied, fertilizers will be worked into the soil to limit the exposure to stormwater. Fertilizers will be stored in an enclosed area. The contents of partially used fertilizer bags will be transferred to sealable containers to avoid spills.

Paints All containers will be tightly sealed and stored when not required for use. The excess will be disposed of according to the manufacturer’s instructions and any applicable state and local regulations.

Concrete Trucks Contractors will provide designated truck washout facilities on the site. These areas must be self-contained and not connected to any stormwater outlet of the site. Upon completion of construction, the area at the washout facility will be properly stabilized.

5.3 (10): NON-STORMWATER DISCHARGES The following non-stormwater discharges are anticipated during the course of this project (check all that apply).

Discharges from water line flushing. Pavement wash-water, where no spills or leaks of toxic or

hazardous materials have occurred. Uncontaminated ground water associated with dewatering activities.

5.3 (11): INFEASIBILITY DOCUMENTATION If it is determined to be infeasible to comply with any of the requirements of the Stormwater Permit, the infeasibility determination must be thoroughly documented in the SWPPP.

7.0: SPILL NOTIFICATION In the event of a spill, the Contractor’s site superintendent will make the appropriate notification(s), consistent with the following procedures:

A release or spill of a regulated substance (includes petroleum and petroleum products) must be reported to SDDENR immediately if any one of the following conditions exists:

• The release or spill threatens or is able to threaten waters of the state (surface water or ground water)

• The release or spill causes an immediate danger to human health or safety

• The release or spill exceeds 25 gallons

• The release or spill causes a sheen on surface water

• The release or spill of any substance that exceeds the ground water quality standards of ARSD Chapter 74:54:01

• The release or spill of any substance that exceeds the surface water quality standards of ARSD Chapter 74:51:01

• The release or spill of any substance that harms or threatens to harm wildlife or aquatic life

• The release or spill is required to be reported according to Superfund Amendments and Reauthorization Act (SARA) Title III List of Lists, Consolidated List of Chemicals Subject to Reporting Under the Emergency Planning and Community Right to Know Act, US Environmental Protection Agency.

To report a release or spill, call SDDENR at 605-773-3296 during regular office hours (8 a.m. to 5 p.m. Central Standard Time). To report the release after hours, on weekends or holidays, call South Dakota Emergency Management at 605-773-3231. Reporting the release to SDDENR does not meet any obligation for reporting to other state, local, or federal agencies. Therefore, you must also contact local authorities to determine the local reporting requirements for releases. A written report of the unauthorized release of any regulated substance, including quantity discharged, and the location of the discharge will be sent to SDDENR within 14 days of the discharge.

Revised 2-22-21

~ ~ □ ~ □ ~ □ □ ~ □ □ □ □

-

□ □

□

PROJECT STATE OF SOUTH

DAKOTA

BRF 6235(00)19-1

SHEET

13 31

TOTAL SHEETS

5.4: SWPPP CERTIFICATIONS Certification of Compliance with Federal, State, and Local

Regulations The Storm Water Pollution Prevention Plan (SWPPP) for this project reflects the requirements of all local municipal jurisdictions for storm water management and sediment and erosion control as established by ordinance, as well as other state and federal requirements for sediment and erosion control plans, permits, notices or documentation as appropriate.

South Dakota Department of Transportation

I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.

Authorized Signature (See the General Permit, Section 7.4 (1))

Prime Contractor This section is to be executed by the General Contractor after the award of the contract. This section may be executed any time there is a change in the Prime Contractor of the project.

I certify under penalty of law that this document and all attachments will be revised or maintained under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.

_________________________________________________________

Authorized Signature

CONTACT INFORMATION The following personnel are duly authorized representatives and have signatory authority for modifications made to the SWPPP:

Contractor Information:

Prime Contractor Name: ______________________________

Contractor Contact Name: _____________________________

Address: _____________________________

_____________________________________

City: ____________________State: _________Zip: _________

Office Phone: _________________Field: __________________

Cell Phone: ___________________Fax: ___________________

Erosion Control Supervisor

Name: ______________________________

Address: _____________________________

_____________________________________

City: ____________________State: _________Zip: _________

Office Phone: _________________Field: __________________

Cell Phone: ___________________Fax: ___________________

SDDOT Project Engineer

Name: ______________________________

Business Address: _____________________________

Job Office Location: _____________________________

City: ____________________State: _________Zip: _________

Office Phone: _________________Field: __________________

Cell Phone: ___________________Fax: ___________________

SDDENR Contact Spill Reporting

Business Hours Monday-Friday (605) 773-3296 Nights and Weekends (605) 773-3231

SDDENR Contact for Hazardous Materials. (605) 773-3153

National Response Center Hotline (800) 424-8802.

SDDENR Stormwater Contact Information SDDENR Stormwater (800) 737-8676 Surface Water Quality Program (605) 773-3351

5.5: REQUIRED SWPPP MODIFICATIONS

5.5 (1): Conditions Requiring SWPPP Modification

The SWPPP must be modified, including the site map(s), in response to any of the following conditions:

When a new operator responsible for implementation of any part the SWPPP begins work on the site.

When changes to the construction plans, sediment and erosion control measures, or any best management practices on site that are no longer accurately reflected in the SWPPP. This includes changes made in response to corrective actions triggered by inspections.

To reflect areas on the site map where operational control has been transferred (including the date of the transfer) or has been covered under a new permit since initiating coverage under this general permit.

If inspections by site staff, local officials, SDDENR, or U.S. EPA determine that SWPPP modifications are necessary for compliance with the Stormwater Permit.

To reflect any revisions to applicable federal, state, or local requirements that affect the control measures implemented at the site.

If approved by the Secretary, to reflect any changes in chemical water treatment systems or controls, including the use of a different water treatment chemical, age rates, different areas, or methods of application.

5.5 (2): Deadlines for SWPPP Modification

Any required revisions to the SWPPP must be completed within 7 calendar days following any of the items listed above.

5.5 (3): Documentation of Modifications to the Plan

All SWPPP modification records are required to be maintained showing the dates of when the modification occurred. The records must include the name of the person authorizing each change and a brief summary of all changes.

5.5 (4): Certification Requirements

All modifications made to the SWPPP must be signed and certified as required in Section 7.4.

5.5 (5): Required Notice to Other Operators

If there are multiple operators at the site, the Contractor’s Erosion Control Supervisor must notify each operator that may be impacted by the change to the SWPPP within 24 hours.

When modifications as described above occur, the SWPPP will be modified to provide appropriate protection to disturbed areas, all storm water structures, and adjacent waters. The SDDOT Project Engineer will modify the SWPPP using the DOT 298 form and drawings on the plan will be modified to reflect the needed changes. Copies of the DOT 298 forms and the SWPPP will be retained on site in a designated place for review throughout the course of the project. A copy of the DOT 298 form will be given to the Contractor Erosion Control Supervisor and a copy will be emailed to the SDDOT Environmental Section in accordance with the DOT 298 Form.

15+65 - RT and 24+95 - LT Remove and Salvage

Weight Limit Signs, 2 Total (Incidental Work, Grading)

Eva R. Johnson Revocable Trust W1/2 Sec 6 T114N R74W

- ---- ------$----

Robert W. Johnson Revocable Trust NW1/4 Sec 7 T114N R74W

Utilities Telephone/Fiber:

Venture Communications Cooperative 218 Commercial Ave. SE

Highmore, SD 57345 (605) 852-2224

Overhead Electric: Oahe Electric

102 S Canford Street Blunt, SD 57522 (605) 962-6243

+ 0

I

.I .51 _J'

II I

I

19+80 Lt & Rt and 20+20 Lt & Rt Remove and Salvage

Type 3 Object Markers, 4 Total (Incidental Work, Grading)

20+00.00 Remove 32'-0" Single Span I-Beam Bridge

Widened with Prestressed Concrete Double Tee Beams Steel Bridge Rail to be Salvaged for Sully County

(Incidental Work, Structure)

20+00.00 - CL Install 4 - 12' X 6' X 76' GIP Reinforced

Concrete Box Culvert DA= 145 SQ. Miles

\

\

20+00.00 - CL Install Class B Riprap & Type B Drainage Fabric

See Structure Sheets

Temporary Easement Sta 17+00 to 23+00 LT

E1/2 Sec 6 T114N R74W 1.21 Acres

Robert W. Johnson Revocable Trust

STATE OF

S.D.

PROJECT

BRF 6235(00)19-1

Permanent Easement Sta 19+10 to 20+50 LT

E1/2 Sec 6 T114N R74W 0.13Acres

Robert W. Johnson Revocable Trust

SHEET NO.

14

Note: Blend in roadtoJ) at station 18+00.00

Note: Blend in roadtoi:1 at station 22+00.00

Scale: 1"= 100'

Sec ion Line

+ 0

+ 0

Temporary Easement Sta 17+00 to 23+00 RT

NE1/4 Sec 7 T114N R74W 1.22 Acres

17+00 [130'LT ---

1

I

I Begin Grading 1

Station 18+00

I

+ 0

I

Id

- - ....../

I Work Limit 75'R7l_ ___ _

19+50

~~ITT ____________________________ _ 17+00

Permanent Easement Sta 19+50 to 20+75 RT

NE1/4 Sec 7 T114N R74W 0.12 Acres

Jeffery Duane Winkler & Duane James Winkler Jeffery Duane Winkler & Duane James Winkler

1670

1665

1660

1655

1650 "<I: co

OCXl 00)

PLAN

c:i s:t OCO + co

CX) ..... PROFILE ..... > O::&l

EXCAV. = 1936 C. Y. EMBANKMENT= 1434 C. Y. TOTAL = 1936 C.Y.

tot>sb)[. ;, 180 c.V .. +35% =; 502 C. Y.

TOTAL = 1936 C. Y.

Quartities includ13 approx. 15fi5 C. Y. of mf!terial to be excavated for box culvert construction. ' ' ' '

~:~ -~-·~ s:r LO s:r LO co•co co•co CO,CO CO,CO .,...,..- .,...,..-

I

-~·~ s,t<O co• LO CO,CO .,...,..-

,1;----

FLOW Q0 ,; 2180 cfs

0 10o=4940cfs

Q = 27 yr= 2190 cfs

OCXl OC'l c:i s:t oco + co C\1..-C\I > . ~ ai· a. [iJ

Robert W. Johnson Revocable Trust E1/2 Sec 6 T114N R74W

--------~ ------ -

I\.) c,.,

0

I

_13_Q'_iilJ 23+00

ELEVATION 166:4.3

166~.3

1664.8

1670

1665

1660

1655

1650 LO

ci co

+ 0

Jeffery Duane Winkler & Duane James Winkler NE1/4 Sec 7 T114N R74W

1645 1-----'-----+---...._---+---'-----+-------'---+------'----+------'-----+-1645

17+00 18+00 19+00 20+00 21+00 22+00 23+00 Plans By: Brosz Engineering, Inc. Consulting Engineers

TOTAL SHEETS

31

Revised 2-22-21

6' t o 12'

RURAL DISTRICT

• E :::, E

;... ·c:: :i in

E E ::J ::J E E c c 51 Si U1 ~

Wa lkway

-- .. -- _._-.-.-.-

URBAN DISTRICT • I f t he bottom of supplement a l p la te Is

mount ed lower t han 7 fee t above a pedest rian walkway, t he suppl ement a l p la t e should not projec t more t han 4" In t o t he pedestr ian f acil it y ,

6' t o 12'

RURAL DISTRICT WI TH SUPPLEMENTAL PLATE

RURAL DISTRICT 3 DAY MAXIMUM

E E E :::,

::J :s E E c ·c ::I:

~ :i .... <r

Sign shall be level •

!Not appllcoble t o regula t ory s igns>

Se tember 22.2014

Published Date: 1st Dtr. 2021

s D D 0 T

CRASHWORTHY SIGN SUPPORTS (Typical Construction Signing)

PLATE NUMBER

634.85

Sheet I of" I

STATE OF

PROJECT

S.D. BRF 6235(00)19-1

___ ___ __ _ £ Anchor .-- --...... _.,.,.. .. .. ,. ,,,,.~ ..

Examples of~ , / -,._, 60" Chord LTne '1;{

Clearance Checks 1 '

Post or SI Ip Base

' \ I '

I ' /

_/ "'----- 120· Diameter _,,., ,,, !Perime t er of s t ub

clearance checks> height -.. ___ _____ . . -

PLAN VIEW (Examples of s t ub h eigh t clearance checks)

Top of Anchor Post or Slip Base

Chor-d Line_,/

Gr-ound Line

ELEVATION VIEW GENERAL NOTES1

The t op of anchor posts and s l ip bases SHALL NOT e x t end above a 60" chor d l ine wi t h in o 120" diamet er circl e around t he post wit h ends 4' above t he ground.

At locat ions wher e t here Is curb and gutter- ad jacent t o t h e br-eakaway sign suppor- t, t he st ub heigh t shall be a maximum o f 4' above t he gr-ound line a t t he loca lized area adjacent t o t he breakaway support stub.

The 4" st ub height c learance i s na t necessar-y f or LI - channel l op splices where t he suppor t Is designed t o y ield (bend) a t t he base.

Published Date: 1st Dtr. 2021

s D D 0 T

BREAKAWAY SUPPORT STUB CLEARANCE

Jul I, 2005

PLATE NUMBER

634.99

Sheet !of I

SHEET TOTAL NO. SHEETS

15 31

Revised 2-22-21

MANUAL HIGH FLOW SILT FENCE INSTALLATION

--- __.,.~

~~ (!)EXCAVATE TRENCH

Fabric for slit fence will be 36" (Min.) width,

< @ATTACH SILT FENCE FABRIC

1D ~ LO~ I l

~ ~:,: - ::.-

® DRIVE STEEL T FENCE POSTS ~ ~

Attach the slit fence fabric with a total of 4 plastlc or wire ties per post. Three ties will be used at the top and 1 tie will be approximately at mid-point of the post.

DETAILB

Steel T Fence Posts

@ BACKFILL TRENCH AND WHEEL COMPACT SOIL

Steel T Fence Post

post to secure the

Silt Fence Fabric~

8" staples will be\ placed at each

silt fence fabric to ~Plastic or Wire Ties the bottom of the / trench.

Published Date: 1st Dtr. 2021

s D D 0 T

The elevation at these locatlons will be, at a minimum, higher than the top of the silt fence fabric at its lowest elevation.

HIGH FLOW SILT FENCE

Februc. 14. 2020

PLATE NUMBER

734.05

Steel I oF 2

STATE OF

S.D.

MACHINE SLICED HIGH FLOW SILT FENCE INSTALLATION

PROJECT

BRF 6235(00)19-1

Operation Roll of Silt Fence Fabric

CD INSTALL SILT FENCE FABRIC BY MACHINE SLICING METHOD.

Sill Fence Fabric

WHEEL COMPACT SOIL

@ WHEEL COMPACT SOIL ABOVE SLICED IN PORTION OF FABRIC AND THEN DRIVE STEEL T FENCE POSTS.

Attach the slit fence fabric with a total of 4 plasUc or wire ties per post Three ties will be used at the top

Fabric for silt fence will be 36" (Min.) width.

and 1 tie will be approximately at mid-point of the post.

Wheel Comp Areas

~

0

Q

Silt Fence Fabric

Plastlc or Wire Ties

Flow

Steel T Fence Post

Wheel Compacted Areas

< @ATTACH SILT FENCE FABRIC DETAIL B SECTION A-A

<,;\O~

The sllt fence length and width may adjusted due to a larger pipe, multiple pipe, or other circumstances during construction as determined by the Engineer.

GENERAL NOTE:

The radius of the silt fence will be the minimum capable by the slicing machine. The post spacing wlll be 3' for these types of applications of sill fence. All the other components of the silt fence will be the same as shown above.

If a trench can not be dug or the sill fence fabric can not be sllced In due to the type of earthen material (such as rock), then a row of 30 to 40 pound sandbags butted end to end will be provided on top of the extra length of silt fence fabric to prevent underflow.

Published Date: 1st Dtr. 2021

s D D 0 T

HIGH FLOW SILT FENCE

Februc 14. 2020

PLATE NUMBER

734.05

Steet 2 oF 2

SHEET TOTAL NO. SHEETS

16 31

Revised 2-22-21

'-Alnlmum S' <Ruroll or 7' IUrt,onl Aoove

Edoe of Orlvlno Lone

i------+--12"----otf;f

7' ... lnlmum

See oe t ol l snee,t s for bas.es,

Top of In.slope

RECTANGULAR OR SQUARE SIGN < 36" IN WIDTH <Orowlno shown from foce o f slonl

Post Spocln<, 5!~o1c,~r

w1~nh VI Sl,;,n

Hel,;il"lt h

36" 2-4" 18" 12·

42" 2-4" 24" 18"

48" 30 ' 30' 24'

54• 30' 36" 24"

60" 36" 42" 36'

66" 42" 48' 36'

For sign wldtflS rel sf0¥n In t/Je a/xNe table. post spoclng sh/JI/ be rounded to the nearest six (6/ /rches based on J/5 of 1/Je o,,eral/ sign width. St/ffen,r spacing sl"l)II also be In srx (61 Inch fncrtJml!Jflfs bul shall rel be ploc«J lass than tlr88 , Ji lrches from the tw or bollom of sign.

Top of Ins.lope

AlutnlnuM u- Chonne l St iffeners

~lnlmum 5' !Rural! Or" 7' IUr"l)Qnl Al)ove

Edge of Dr-lvTno Lone

-----+--12"-----

RECTANGULAR OR SQUARE SIGN > l6' IN WIDTH (Drowln<.1 shown fi-om face of sl,gn >

SEC.A A * A p{(JSf/c W(J$her, as reoomm8nded by f/Je

sreetlng manufacturer. strJII be Installed belw8611 the sign race and the metol wosl"lir sft>Nn.

7' Wlnlmum

This s t yle of br-eakawoy base s h a ll be used when usTno o tubular pos"t sfze of 2 1/4 ■ or- lor-oer-.

June 10.2013

SPECIAL OET AIL s D D 0 T

SQUARE OR RECTANGUlAR SIGNS (Typical Sign and Stiffener Details)

L03

Sheet I if I

STATE OF

S.D.

PROJECT

BRF 6235(00)19-1

SIGN BASE DETAILS FOR A 2' SIGN POS T

MPJ s1on Wedge

%, • Ola. Cor-ner Bol t a

IIPJ SN;N WEDGE

~ TE, Co~ner- bolt snown Is for"' o1'1ochln,o ston post t o• bose. Tne IIPJ sno 11 ~e ot1«Md 10 ~ose uslno h o 318" s t rolQM bait s for- oll new Tnstollattons. I f lnst olllnc;i t he MPJ on on exlst in9 post- bose. n o bolts are used and t he WPJ must bes driven on o minimum of 21 below t he or- ound llne..

HelQht of h i <dlst once t>er ween breokowoy p lane ond 1'op of MP'JJ Sholl not be less 'than g• ond Sholl over""I QP t he coll cY sec'Plon &uen tnot ot 1eos1 I J/8' s,roront ~o" or,011 ~e e0111mon fo~ tne l>Ose sect ion, t he collar sect ion. and t ne MPJ.

SIGN BASE DET AILS FOR A 21/z' SIGN POS T

"l'/2' Sift> Bose sreokowoy Anel"lor

TubulOr"' ll'lnQ(td AnchOr"'

s D D 0 T

NOTE, A 3•pleee bose os.sembly Is .snown. however". o 2-ptece <11:)o Leo, 0.ssembly moy olso be used.

TUBUlAR POST BASE DETAILS (Typical Soil Installation)

Morch 28.2014

SP6CIAI. OET AIL

L2I

Sheet /if I

SHEET TOTAL NO. SHEETS

17 31

Revised 2-22-21

~ 50' Mox.

24"x48" l

Cont rac t or shollnstct state furnish Bridge knprovement Grant !BIGI signs as shown. Loco1Ton of r eguot ory or warning signs shdl t ake presidence and sTgn moy be adjust ed as direct ed by 1he E:nglneer.

Refer 1o Special DetoH03 for mounting hel</lt and off set of sign.

s D D 0 T

Structure

T so· Mox.

STATE OF

S.D.

V

GUIDES FOR TRAFFIC CONTROL DEVICES BRIDGE IMPROVEMENT GRANT

TYPICAL SIGNING

PROJECT

BRF 6235(00)19-1

S ember 22. 2016

SP6CIAI.. OET AIL

L72

Shee t I of I

SHEET TOTAL NO. SHEETS

18 31

Revised 2-22-21The elevations shown in these plans are based on the National Geodetic Survey (NGS) North American Vertical Datum of 1988 (NAVD88).

I .,_ ______ ~ a---.., ~

(Inlet)

1'-1¼"

_JH.W. Elev. 1666.30 (100 Year)

~ __lD.H. W Elev. 1664.30 (25Year)

--------------~===

Type B Drainage Fabric (Typ.) Note:

F.L. Elev. = 1656.46

Box culvert flow line has been depressed 1'-0" below channel flow line to accommodate aquatic organisms. The 1 '-0" depression will be

F5 = 51'-0"

Top Limits of Undercut (See Typical Section on Notes

and Undercut Details Sheet.

I... Subgrade I . .______ Shoulder

a~;;-~ Sta. 20+29.40

PLAN

allowed to fill in naturally over time. ELEVATION

(Outlet)

1'-1¼"

13'-10½"

STATE OF SOUTH

DAKOTA

PROJECT SHEET TOTAL NO. SHEETS

BRF 6235(00)19-1 19 31

-X028-

INDEX OF CULVERT SHEETS -Sheet 1 Sheet2 Sheet3-5 Sheet6-7 SheetB-9 Sheet 10

General Drawing & Quantities Notes and Undercut Details Standard Inlet Details Standard Outlet Details Standard S 1 Barrel Details Standard Plate No. 620.16

EST/MA TED QUANTITIES ITEM UNIT QUANTITY

Incidental Work, Structure LS. Structure Excavation, Box Culvert Cu. Yd. Box Culvert Undercut Cu. Yd. Class A45 Concrete, Box Culvert Cu. Yd. Reinforcing Steel Lb. Class B Riprap Ton Type B Drainage Fabric Sq. Yd.

Reinforcement Fabric (MSE) Sq. Yd.

=I= For estimating purposes only a factor of 1.4 tons/cu.yd. used to convert cu.yds. to Tons .

LS. 152

401

302.6 39275 179.0

277

583

1o TABLE OF WORKING POINTS HYDRAULIC DA TA ·' .;

Type B Drainage Fabric (Typ.) 6

P.I. Top of Subgrade

at<i_ Roadway

I

1 = -0.150% Box Julvert

Sta. 18+00.00

Sta. 20+00.0

6" Surfacing Furnished & Placed

by County

W.P. STATION

A 20+14.98 B 19+38.77 C 20+16.07 D 19+57.28 E 20+42.72 F 19+84.10 G 20+48.28 H 19+91.54

P.I.

P. I. Sta. 18+00.00 Elev. = 1664.98 Subgr.

P. I. Sta. 22+00.000 Elev. = 1664.38 Subgr.

Sta. 22+00.00

VERTICAL CURVE DATA

F.L Elev.= 1656.44

fT. Brosz Engineering, Inc. \.!l 2309 West 501:h Street Sioux Falls SD 57105

OFFSET FROM (l_ Qd 2180 c.f.s. 34.08' Lt. 35.02' Lt.

Ad 202sq.ft.

23.08' Lt. Vd 10.8 f.p.s.

23.08' Lt. Qf 2180 c.f.s. 23.08'Rt. Q100 4940 c.f.s. 23.38'Rt. 34.88'Rt.

QOT 2190 c.f.s.

34.09'Rt. Vmax 10.8 fps

Qd = Design discharge for the proposed culvert based on 2Q year frequency. El. = 1664.3.

Q OT = overtopping discharge & frequency ll_ yr. recurrence interval, El.= 1664.8. Location Sta. 23+00.00±.

Qf = designated peak discharge for the basin approaching proposed project based on :2§ year frequency.

Q100 = computed discharge for the basin approaching proposed project based on 100 yr. frequency. El. = 1666. 3.

Vmax = maximum computed outlet velocity for the proposed culvert or bridge, based on a ll_ year frequency.

The hydraulic data contained in these plans is valid only if the overflow section is maintained. Alteration of the overflow section will require re-analysis of the hydraulics at this site to determine its effect on public safety.

GENERAL DRAWING AND QUANTITIES FOR

4 - 12' X 6' BOX CULVERT OVER MEDICINE CREEK STA. 20+00.00 STR. NO. 60-456-130 PCN 075Y

SULLY COUNTY SOUTH DAKOTA

-X028- April 2020 DESIGNED BY: CK. DES. BY DRAFTED BY

SDD DJH DJH/BWW

30° RHF SKEW SEC.6/7-T114N-R74W

BRF 6235(00)19-1 HL-93

(DoF@)

BRIDGE ENGINEER

SPEC/RCA TIONS 1. Design Specifications: MSHTO LRFD Bridge Design Specifications, 8th Edition.

2. Construction Specifications: South Dakota Standard Specifications for Roads and Bridges, 2015 Edition and required Provisions, Supplemental Specifications and/or Special Provisions as included in the Proposal.

INCIDENTAL WORK, STRUCTURE 1. The in place structure is a 32' Single Span Steel I-Beam Bridge widened with

Prestressed Concrete Double Tee Beams. The Contractor shall remove and dispose of the in-place structure. The Contractor shall dispose of the items not salvaged. The abutments and bent shall be removed to 1' below the bottom of the undercut. The Contractor shall salvage the railing for the County.

2. The foregoing is a general description of the in-place structure and should not be considered complete in all details. Before preparing a bid, it is the Contractor's responsibility to make a visual inspection of the structure to verify the extent of work and materials involved.

3. All costs associated with the aforementioned work shall be incidental to the contract lump sum price for "Incidental work, Structure".

GENERAL NOTES 1. Design Loading: HL-93. No construction loading in excess of legal load was

considered.

2. The design of the barrel section is based on a minimum fill height of one (1) foot and includes all subsequent fill heights up to and including the maximum fill height of 5.0 ft. over the box culvert.

3. Design Material Strengths: Concrete fc' = 4500 p.s.i. Reinforcing Steel fy = 60000 p.s.i.

4. High Sulfate levels are likely to be encountered on this project. All concrete shall be a Class A45 conforming to Section 460, with the following modifications: the type of cement shall be either a type Vora type II with 20% to 25% class F Modified Fly Ash substituted for cement in accordance with section 605.

5. All reinforcing steel shall conform to ASTM-A615, Grade 60.

6. All exposed edges shall be chamfered 3/4 inch.

7. Use 1 inch clear cover on all reinforcing steel EXCEPT as shown.

8. The contractor shall imprint on the structure the date of construction as specified and detailed on Standard Plate No. 460.02.

9. Care shall be taken to establish Working Points (W.P.) as shown on the wings.

10. Circled numbers in PLAN and ELEVATION views on the General Drawing are section I.D. Numbers (see SDDOT Materials Manual).

11. Compaction of earth embankment and box culvert backfill material shall be governed by the Specified Density method.

12. Dewatering will be required for construction of RCBC.

13. Subsurface soils at the box culvert site consist of the following:

Station Offset Elevation Material Description

19+76 11'Lt. 1665.3 - 1663.8 Gravel Surfacing

GEOTEXTTLE SPEC/RCA 710N 1. The geotextile will conform to specification for Geotextiles and Impermeable Plastic

Membrane, Reinforcement Fabric (MSE) (Section 831 of the Standard Specifications). The geotextile will be on the Approved Products List for this material or will be certified by the supplier to meet this specification prior to installation.

2. Geotextile will be paid for at the contract unit price per sq. yd. for Reinforcement Fabric (MSE). Payment will be full compensation for furnishing and installing the fabric only. Granular backfill materials will be incidental to the contract unit price per cubic yard for Box Culvert Undercut.

INSTALLA T10N PROCEDURE - GEOTEXTTLE 1. Place the Reinforcement Fabric (MSE) on as level and smooth as possible. 2. Any protrusions that might damage the geotextile will be removed prior to placing

the geotextile. 3. The geotextile can be rolled out parallel to the centerline of the box culvert. 4. All seams in the geotextile will be stitched in accordance with the seaming

procedure notes and as shown on the details labeled "Seam Types". 5. No equipment is to be allowed on the geotextile until the granular material is in

place. 6. The geotextile should be kept as taut as possible prior to backfill. 7. Granular material will be dumped behind the leading edge of the fill and pushed into

place with a loader or dozer.

SEAMING PROCEDURE 1. The sewn seams shall consist of two parallel rows of stitching ("prayer Seam,

Type SSa-2), or shall consist of a J-seam, (Type SSn-1 ), using a single row of stitching. The stitching shall be the lock type. ~

2. If the SSa-2 seam is used, the two rows of stitching shall be 1" apart with a ~

tolerance of plus or minus ½" and shall not cross, except for restitching. The ~ minimum seam allowance, i.e., the minimum distance from the geotextile edge to the stitch line nearest to that edge, shall be 1 ½ ".

3. If the J-seam, Type SSn-1, is used, the minimum seam allowance shall be 1". 4. The seam, stitch type, and the equipment used to perform the stitching shall be

as recommended by the manufacturer of the geotextile and approved by the Engineer.

5. The seams shall be sewn in such a manner that the seam can be readily <o inspected by the Engineer. ~

6. Thread used shall be high strength polypropylene, polyester, or Kevlar thread. Nylon threads will not be allowed.

EST/MA TED QUANTITIES ITEM UNIT QUANTITY

01----~~B~o_x_C_u_lv_e~rt~U~nd~e~~~cu~t=~--+-~C~u_. ~Yd~--+-__ 4_0_1_--1 Reinforcement Fabric (MSE) Sq. Yd. 583

0 For payment, quantity is based on plan shown undercut dimensions and will not be measured unless the Engineer orders a change.

Groundwater Elevation as of November 2018

1654.6

18'-7½"

24'-7¾"

4'-1¾"

I I

I

STATE OF SOUTH

DAKOTA

77'-7½"

PROJECT

BRF 6235(00)19-1

~00 -~--/ :;:~,----/ FLOW 'S::::=

I I

I

I

I I

I

24'-7¼" 2'-9"

43'-2¾" 16'-6½"

91'-3½"

UNDERCUT LAYOUT (Bottom Dimensions)

SHEET TOTAL NO. SHEETS

20 31

1663.8 - 1650.5 Brown/gray sift clay with gravel fayer

20+25 10' Rt. 1650.5 - 1646.3 1664.7 - 1663.7 1663.7 - 1649.9 1649.9- 1645.7

Flat or "prayer" seam TypeSSa-2

Gray Clay Sand Gravel Surfacing Brown silt clay Gray Clay Sand

G

Jseam Type SSn-1

GEOTEXTILE SEAM TYPES

1654.7 29'-5½"

58'-11"

I 'i.

Box Culvert

29'-5½" ~ M -g "'

n + n ~' 28'-5½"

i-------~56'-i----------11" ---------1 ,

TYPICAL SECTION (For Limits of Undercut)

{r; Brnsz Engineering, Inc. ~ 2309 West 50th Street

Sioux Falls SD 57105

NOTES AND UNDERCUT DETAILS FOR

4 - 12' X 6' BOX CULVERT OVER MEDICINE CREEK STA. 20+00.00 STR. NO. 60-456-130 PCN 075Y

SULLY COUNTY SOUTH DAKOTA

April 2020

DESIGNED BY: CK. DES. BY DRAFTED BY

SOD DJH DJH/BWW

30° RHF SKEW SEC.6/7-T114N-R74W

BRF 6235(00)19-1 HL-93

@oF@)

BRIDGE ENGINEER

e1

tu

~LI ~

12"

II

iff''. Tj1 3"Bevel

SEC.A -A (At Top Slab)

SEC.B-B

SEC. G-G

W.P.

O")

PART PLAN

DETAIL "X" (At Bottom Slab)

VIEWD-D (At Interior Wall)

STATE OF SOUTH

DAKOTA

PROJECT SHEET TOTAL NO. SHEETS

BRF 6235(00)19-1 21 31

LEGEND FOR PLACING RE-STEEL 0 F W.W. - Outside Face of Wing Wall

i.F.W.W. - Inside Face of Wing Wall

22'-0" O.F. W.W. 1'-2"

1'-0" k2 -25 Spaces@ 10"= 20'-10" t.F.W.W.

~ ~~=======~h2~-==1~3~S~pa~c:'.'es~@~1~'-6C_" =~19~'-6~"-------7-~- ,-., 1 '-6" Optional

c Const. Joint

.----,Ill I r- -

e1

p3

Brnsz Engineering, Inc. 'B 2309 West 50th Street ~ Sioux Falls SD 57105

gO

e1 p3

VIEWE-E

INLET DETAILS (A) FOR

4 _ 12, X 6' BOX CULVERT 30° RHF SKEW

OVER MEDICINE CREEK SEC.6/7-T114N-R74W STA. 20+00.00 BRF 6235(00)19-1 STR. NO. 60-456-130 HL-93 PCN 075Y

DESIGNED BY:

SOD

CK.DES.BY

DJH

SULL y COUNTY SOUTH DAKOTA

April 2020 DRAFTED BY

DJH/BWW

G)oF@

BRIDGE ENGINEER

7"

M

p3orp6

Opt. Constr. Jt.

t½"CI. L 9" 3'-7"

4'-4"

SEC. c-c e1

SEC.H-H

I

I I

I I

I I

I I

I I

I I

I I

I I

I I

I I

I

I

I I

I

I I

I I

I I

I I

I I

I I

I I

I

I

I I

I

I I

I I

I

_/ ______________ _ I

I I

PART PLAN

I I

I I

I I

I

I I

I

I I

I

I

I I 2-d2

I

/ 2-p6

DETAIL -z• (c, c4, h3, and k3 bars not shown)

~ O.F.W.W.

I.F.W.W.

STATE OF SOUTH

DAKOTA

PROJECT SHEET TOTAL 1----------------1 NO. SHEETS

BRF 6235(00)19-1 22 31

LEGEND FOR PLACING RE-STEEL O.F. W.W. - Outside Face of Wing Wall

I.F.W.W. - Inside Face of Wing Wall

11'-0"

k3 - 13 Spaces@ 10" = 10'-10" 2"

h3 - 5 Spaces @ 1 '-6" = 7'-6" 1 '-6" 2'-0"

Opt. Const. Jt. c See DETAIL 'Z"

;.. ~ _, .,,.

g3 f...

~ I k3 ----------------f---<f--.-e---< ----

_, h4 ~

=:_j:: 0) _,

"'

{r; Brnsz Engineering, Inc. ~ 2309 West 50th Street

Sioux Falls SD 57105

~

~

et _,

"'

__j ~

VIEWF-F

INLET DETAILS (B) FOR

4 - 12' X 6' BOX CULVERT OVER MEDICINE CREEK STA. 20+00.00 STR. NO. 60-456-130 PCN 075Y

SULLY COUNTY SOUTH DAKOTA

April 2020

DESIGNED BY: CK. DES. BY DRAFTED BY

SOD DJH DJH/BWW

30° RHF SKEW SEC.6/7-T114N-R74W

BRF 6235(00)19-1 HL-93

0oF@

BRIDGE ENGINEER

u3

W.P.

I_J~ w SEC.I-I

W.P.

PLAN (Inlet Apron)

*

STATE OF SOUTH

DAKOTA

PROJECT

BRF 6235(00)19-1

SHEET TOTAL NO. SHEETS 23--t--=='.!..!.=!:~

31

REINFORCING SCHEDULE (INLET)

No. Size Length

a1 b1 C

c1 c2 c3

4 6 58'-3" 4 6 56'-10" Str.

4 5 4 ,_6 ,. Str.

2 5 22'-4" 1A

4 5 8 ,_0 ,. Str.

4

c4 d1 d2

4 20,_9,. 19B

~ 4 12'-10" 19B 3 4 19'-0" 19B

1 4 20'-4" 17A

3'-5" 3'-8" 4'-11" 3'-7"

8'-3" 8'-3" 8'-3" 8'-3"

Type 17A

3'-7" 4'-11" 3'-8" 3'-5"

13 4 7'-10" 17A 3/ '\r 3'-8" e1

tu ____j ~

TypeS12A

u6 1 4 20'-9" Str. 4 3 ,_0 .. Str. Str. 4

..,-., _, vC tt-~ ~ ·Uu f1 9j"

{~3 18 ¼"I

J ~~ ~~ Type S12

Type 1A

TypeS6A 19'-4" 11'-0"

Bending Details

'\ ,._,,. c2 6'-0" : I

~2 1211/, Typ~ 19B 2 '½6~ 16

12

~:2,11lr-: ====j~~\1ot~:·:__-_-_---: I 12

5¾1~5¾ 12 Type 19B

~1: ,,,,. 2'-6" : I

-- 12

61~6 Type 19B

12

i~3;'~:=====1f~::i~~=· "====-: I 12

~1¾6

12

h4 I. 3'-7" • I Type 17A

g4

'':J/"::!""""'•re "bil, 10'-10" • 1 • 5-11" • l~c~~n'. itJSeeCuttingD ooUoo<do'""" , ===----::,!--- "<·' *

8 d 1agram · --===~======

M m ""' ,. ,_;, r --0· ~ 1

ESTIMATED QU · ,1

61

¾6 [---~~Es_'._mAA~T'~~~~iiii-~~::;;T:;:;-l,E=-E,(l~--;ij"----=7- ---==sa=ry~tofi"..._t. ---==~10~'-6"= ~:I~>:~::"~ .. :LI _:a ~g~41 ~ ,5~'-11~" .I~' ~1~0'-1=0" =!=h~2 ~-

300 RHF SKEW

SEC.6/7-T114N-R74W BRF 6235(00)19-1

'ANT/TIES (Inlet) ""'"'"

= -- I

Concrole, Bo, ROofu<d"!I "'"""re NLET DETAILS (CJ

Cuwert S<eel Ex='°" FOR c,,_ Yd. Lb. "" C<d.eri 4 - 12' X 6' B 0 '7.1 ,10, C,,,Yd. OVER MEDICINE CREE X CUL VERT

35.o STA. 20+00.00 K Unit

Inlet

2309 W gmeermg, Inc. ~ BrnszEn · . S. est 50th Street

ioux Falls SD 57105

STR. NO. 60-456-130 PCN 075Y

DESIGNED BY:

SOD

CK.DES.BY

DJH

SULL y COUNTY

SOUTH DAKOTA April 2020

DRAFTED BY

DJH/BWW

HL-93

@oF@

BRIDGE ENGINEER

2'-9"

SEC.A -A (At Top Slab)

e1 - 9 Spaces@ 16" = 12'-0"

13'-0"

PART PLAN

~LI ~

SEC. 8-8

9"

1'-0"

to ·' 0-,

1c

-b ·' "'

-,..--+-~ ) ___ - --- -

1:! Ql

3'-3"

p9

Opt. Constr. Jt.

1½"CI.

9" 3'-7"

4'-4"

SEC.C-C

LEGEND FOR PLACING RE-STEEL O.F.W.W. - Outside Face of Wing Wall

I.F. W.W. - Inside Face of Wing Wall

STATE OF SOUTH

DAKOTA

13'-0"

PROJECT SHEET TOTAL 1--------------1 NO. SHEETS

BRF 6235(00)19-1 24 31

O.F.W.W. k4-14 Spaces@ 10" = 11'-8" 1'-4"

1'-0" I.F.W.W. h6 -8 Spaces@ 1'-6" = 12'-0"

Opt. Const. Jt. See DETAIL "Z"

+--+--=-.2~1-----4~

~~! ____ ---+,l--+--+--+---+---h---1--< -,,,---+~-+---+--+-++I ~ ~

p2

DETAIL •x• (At Bottom Slab)

SECD-D

{r; Brnsz Engineering, Inc. ~ 2309 West 50th Street

Sioux Falls SD 57105

e1

_j ~

ELEVATTON

DETAIL •z• (c, c5, h6, and k4 bars not shown)

OUTLET DETAILS (A) FOR

4 - 12' X 6' BOX CULVERT OVER MEDICINE CREEK STA. 20+00.00 STR. NO. 60-456-130 PCN 075Y

SULLY COUNTY SOUTH DAKOTA

April 2020

DESIGNED BY: CK. DES. BY DRAFTED BY

SOD DJH DJH/BWW

30° RHF SKEW SEC.6/7-T114N-R74W

BRF 6235(00)19-1 HL-93

@oF@

BRIDGE ENGINEER

ul

Opt. Constr. Jt.

u8

~ SEC.E-E

--------------------

-----------------------

¼",3/2",or½" Preformed Expansion Joint Filler

-----------

----------------------

9"

_______________________________ _J

PLAN-APRON

13'-7½"

uB- 11 Sp'c's@ 12" = 11'-0" 1'-10 ½"

W.P.

ul

6 ·' co .. " ~ ©)

"' ~ 1l ·' "' co

~ ..

co .. I

~ ca " :,

EST/MA TED QUANTITIES (Outlet)

ClassA45 Reinforcing

Structure ITEM Concrete, Box Excavation,

Culvert Steel

Box Culvert

Unit Cu. Yd. Lb. Cu.Yd.

Outlet 39.7 3601 27.0

*

[)']

[)'] [)']

* * *

Mk. No. Size

a1 4 6 b2 4 6 C 8 5 cs 8 5 c6 4 5 d3 8 5 e 57 4 e1 24 4 e2 49 4 f1 59 4 g6 12 5 g7 8 4 g8 4 4 h6 9 4 k4 15 4 p2 10 6 p9 10 4 p10 4 4 p11 4 4 u7 49 4 u8 15 4

rib ~~11 ~~ LJ ~ ~ ~ ~ Type S12

-X028- STATE OF SOUTH

DAKOTA

PROJECT SHEET TOTAL 1--------------< NO. SHEETS

BRF 6235(00)19-1 25 31

REINFORCING SCHEDULE (OUTLET)

Length Type Bending Details

58'-3" Str. 57'-9" Str. 4'-6" 1A 13'-9" Str. 8'-0" 19B 6'-8" 19B 7'-6" S12

10'-0" S12A 7'-9" S12 5'-3" S6A

:1: 4'-11"

: I 6'-0"

12

~4½

Type 19B 4½~

12

5'-0" Str. 24'-3" Str. 14'-10" Str. 19'-2" 17A

13'-11" 17A 7'-0" Str.

15'-6" Str. 15'-2" Str. 18'-1" Str. 12'-6" Str. 56'-3" Str.

t--3'-_a· _____ e_1

::r~ ~ LJ ~ ~

Type S12A

-] Type 1A

3'-11" C

I~ ¼:·1 TypeS6A

14'-11" k4 3'-10" 8'-3" +-= 9'-4"

~~-----1-4_•_1_1_ .. """-e---. 1-.-9•-4---. I il>"l 8'-3" :1

~ a,

a a NOTES:

h6 8'-3" 3'-9"

All dimensions are out to out of bars. [)'] See Cutting Diagram.

k4 8'-3" 3'-10"

Type 17A * Bend in field as necessary to fit.

OUTLET DETAILS (B) FOR

4 - 12' X 6' BOX CULVERT OVER MEDICINE CREEK STA. 20+00.00 STR. NO. 60-456-130 PCN 075Y

SULLY COUNTY SOUTH DAKOTA

April 2020

30° RHF SKEW SEC.6/7-T114N-R74W

BRF 6235(00)19-1 HL-93

(j)oF@ {r; Brnsz Engineering, Inc. ~ 2309 West 50th Street

Sioux Falls SD 57105

DESIGNED BY: CK. DES. BY DRAFTED BY

SOD DJH DJH/BWW BRIDGE ENGINEER

12'-10½"

7" 12'-0"

1'-7" 10 Spaces@ 12" = 10'-0"

~ .. "

~ ~ ·' ©) ,._

"'

12'-7"

7" 12'-0"

10 Spaces@ 12" = 10'-0"

s1@ 11" (Typ.)

p1

11 Spaces@ 12" = 11'-0"

I

'f Box Culvert

I 50'-11"

7"

12'-7"

12'-0"

~ "'

~ ,..,1-----------------------

ti-O')

d 1"

, Q.

co E m1 orm2@7"

2'-1" 10 Spaces@ 12" = 10'-0" 1'-3½" 1'-3½" 10 Spaces@ 12" = 10'-0"

p1@ 18"-----+------< f o~ l -+--+-t---' _· -+--1-----+---H

h1@ 10f"-r __ ~+----t-~+---~----- m1 orm2@7"

LEGEND FOR PLACING RE-STEEL O.F.O.W. - Outside Face of Outside Wall

I.F.O. W. - Inside Face of Outside Wall M. W. - Middle Wall

F5 BARREL HALF SECTION (5'-0" Maximum Fill)

ELEVATTON

p1@ 18"

I

l f----f--

>

f--

Const. Jt. (Typ.)

1'-3½" 1'-3½"

51'-11"

r - -- - - - f- - -

-= ?>

k1@7"

o~· ,Jf· . -

- -- -- - f-- -

f p 1J

-X028- STATE OF PROJECT SHEET TOTAL NO. SHEETS

SOUTH BRF 6235(00)19-1 DAKOTA 26 31

REINFORCING SCHEDULE

Mk. No. Size Length Type Bending Details

[tJ

[tJ

[tJ

h1 122 4 8'-3" 17A j1 52 5 50'-8" Str. j2 60 5 51'-4" Str. k1 182 4 14'-7" 17 m1 41 5 51'-8" Str. m2 48 5 52'-1" Str. n1 47 5 50'-8" Str. n2 56 5 51'-10" Str. 5" (Exact) p1 241 4 52'-1" Str. s1 342 5 6'-6" Str. w1 183 4 17'-5" S11A

w1I. 12·. I

l Type S11A

.J!1 c:: .E Type 17

I . 3'-6" • I k1 Typ.

I . 3'-6" • I k1

OPTIONAL k1 SPLICE DETAIL Contractor may use optional reinforcing steel splice, as shown. The cost of the additional reinforcing steel shall be borne by the Contractor.

NOTES:

All dimensions are out to out of bars.

[tJ See Cutting Diagram

f... ·' ,._

Request for additional reinforcing steel splices at points other than those shown, must be submitted to the Engineer for prior approval. If additional splices are approved, no payment will be allowed for the added quantity of reinforcing steel.

~ "' ~ E co co 0

"' "" O')

ii ii ii

0 (.J

~ ~ co ·' ,._

n2 2'-1"

m2 2'-4" j2 2'-6"

j2 48'-10"

m2 49'-9"

n2 49'-9"

EST/MA TED QUANTITIES

ClassA45

h1 I. 10 ½" • I Type 17A

49'-9"

49'-9" 48'-10"

' '-

2'-6"

2'-4"

2'-1"

Structure Reinforcing

ITEM Concrete, Box Excavation, Box Steel

OPTIONAL FILLET DETAIL (At Bottom Slab)

Note: Contractor may form the optional full fillet, with 2" Chamfer, as detailed. The cost of the additional concrete shall be borne by the Contractor.

OPTIONAL POUR - BOTTOM SLAB The Bottom Slab may be poured continuously, at the option of the Contractor, with the use of a Preformed Metal keyway conforming to the keyway dimensions and location as show on the plans. Care shall be taken to maintain proper alignment of the keyway during the pour sequence. All costs of this option shall be borne by the Contractor.

{r; Brnsz Engineering, Inc. ~ 2309 West 50th Street

Sioux Falls SD 57105

Culvert Culvert

Unit Cu. Yd. Lb. Cu.Yd.

1 - F5 Barrel Section 215.8 31566 89.9

FS BARREL DETAILS (A) FOR

4 - 12' X 6' BOX CULVERT OVER MEDICINE CREEK STA. 20+00.00 STR. NO. 60-456-130 PCN 075Y

SULLY COUNTY SOUTH DAKOTA

April 2020

DESIGNED BY: CK. DES. BY DRAFTED BY

SOD DJH DJHIBWW

30° RHF SKEW SEC.6/7-T114N-R74W

BRF 6235(00)19-1 HL-93

@oF@

BRIDGE ENGINEER

-X028- STATE OF PROJECT SHEET TOTAL

SOUTH DAKOTA

'--------------' NO. SHEETS

BRF 6235(00)19-1 27 31

LEGEND FOR PLACING RE-STEEL ,__ _____ T_. T_.s. - Top of Top Slab ,__ ____ B_. T_.S_. - Bottom of Top Slab 1--____ T_.B__:.s_. - Top of Bottom Slab

.._ ___ .;;B.;;.B.;..S.;.. _-Bottom of Bottom Slab

1'17/," F5=51'-0" 1'-1¼"

-

8

i--'---------------------------h_1_-_6_0_5p_a_ce_s_@_1o_½·_·=_s_2_~6_" __________________________ -+--I 4¾"

" II k1 - 90 Spaces@ 7" = 52'-6" 4¾"

w1 - 60 Spaces@ 10½" = 52'-6" 7'-10"

I I I s1 -56Spaces@11"=51'-4" B'-5"

6" I I 1·1 -25Spaces@11"=22'-11" 11" 12-29Spacesat11"=26-'7" ~ 1•-'--1--------------------~• I I'

5½" !--i----------n_1_-_46_S....:.p_ac_e_s..=@_6_"_=_23_'-_0" _________ _,6"i.-------n_2_-_55_S....:.p_ac_e_s..:c@_6_" =_2_7_'-6_" _____ _

3½" II m1-40Spaces@7"=23'-4" I 7• 1 m2-47Spaces@7"=27'-5" ~ ~+------------'-----'=--------------""" i---------'-----='-----------

111

"~ v'/ h1 I k1 I k1 I

', p1 ; ,P1 I ;f p1 Jh1 ;fp1

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W.P. '----li~,'r,::::,~:;i::;:;=-=:;:;::::;::::::;;::::~:::;::;::;;:::. _:;::..:::::;:::;::;::::::;;::::;:::~;;::,:::;:;:: _;=:;::·..::::;,_=-*=_;:::_:::;:::r:;:;::==t,::c L - - - - - - - - - - - - - - - - - - - - -l;v/~-1--l ........ -1-+-+-+--l--l-+--l-+-+-+--l--l-+--l-+-'i1r>./'1 I 111""e.:c'+t-+tt-::.+ll±--l±-j~4jjj-:;,4t-1±;l::--1jtj:J-l+E;ttr;1:rt-;;./1i-;11//"'· 1~·,';,._,;'L 1~17~-~~k-1_@_7 __ ...,, --l(

k1 @ r I i, r / 11 .LI' -l-l--l---l--l--l-l---+--+--1--l!--l---l-~-l-l--l---l-+-+-II/ l-/+-+-+-+-H-+-+-+-+-+-+-+-+-+-+-+-+-+-f1-j/ /I/ / /j//1 If I I I pt@ 12~-+----'-'~ II A"---'11-1-o _+ -1--11--_.++_-+__,~f-_-1-..,-H __,'--r.i.fl-_-+_.-+_+-__,--lli--_1-..,++-_-'.,_4-_+ _.-11_--1-1-J--+_,-l-'-~-+'l'j __

j1 @ 11" ; 1-+-111/ -I-+--+--+--+--++-+--1-f--t--+--+--+--+'-:: J.-':-l--+-l-l-l-+-l--+-i-1--1--1--l--lll-l-l-l-+-1--+-i-l-,h,'t J.-;::-l-+-+-l-+-+-l-l-+-+-l--l--l-+-+-1-+--+-f-+--V1;( ;! 11 n J2 @ 11"

I 1 t.:!. -+--+--+--+v-1 i t.:!. I/ i t.:!. i; ;f'-+--1-+--+---+--+t.:!. '~fl--+--+--+-+-+7--'-N-/ ~1 @ 12"

pJ1@ 12" I J ii.;,• A-/"--+--+--l--+-+-+--+--4-1- ef"" '-11-1--1-1--1---l---!-lle-l-( I I-/ 1--+-+--+-+-+-+-+++- i ~p· e~_..,+-. --H--1--+-+-+--I, .µ.../

,/ . . ~1--1-I /_,1~-/-1';:'."!-+-1+-+++-+-1-+-t-+-++-+--+-+-f-+--tt-+++-+-11-->;:1~ 1"'1-+-+-+-+-+-+--+-+-+-++-t-+--+-,t-+--+--<-+-+I !-~/ "r_+-/-+--+--+--+---+--+--+--+--+t--t--tf--,__,,..,..../,;

V ~/-+-+-~-+-+-~-+-+-~-+-+-+-+-,f-+-+-ill~/,___,__.~-+--4--.-,_-+-4C"4--+-+-+-+-+-~II; ;l I/ 1-,jil-t'+-+-+-+-<>-+-+--++-+-+->-+-+-+--+-+---Ht--+-<-+-+-++--+-fl / 1-l-1--+-+-+--+-+-1-+-++-+-f--+-+-+-+-+-+-1--+-ll-+--+-, I/ ,_/-+-1--+-l-+-+-+--+-l--+-l--l--l-+-+--+-1--+-l-+-+I/ / ;t;::ltt:tt;tt;:tt;t:t:;:t:::UU:1:;;:ltt:)::l::;l~:;i:==111/t;,µ./ '1=. // -1--- s 1 @ 11"

--- - --- - --- - P 1 ~ J, V. ~ ' - ~ ~ ~- ~ - ' - : - - '.-:: - "'I?--,/ ... _.:::i,-1 _,f--+--, _+_-+:.:-lt:-~f--+-~+,-+ -~-l~f--+-~+-+--+-1-~+-~+~-+-•1--__ +-, _+1,--l-ih~ ';;,_.._,_ ........ _.__,_........__,_ ........ _._......._........_--+-........ --+-....,,1" ? I I

f_)f_ '::._ ~ - , - ~ ~ '::._ ~ -~ , - . - ~ l7 I I 17 / .._ ,:::~ 1f ptr 1+++-=.~~ttt-t-++-=.~~t1:.t-t-++-=.q~t1:.t-1---1;-r--~1~'rf''<:"f 1

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fl--+-+-+-l-+4--++-f-++-+-111-+-+-+--l-++-+-+-III-! I I II I /1 ' <v ~ \,,- ' ' H Tt ~ 'j:'

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1/ VII / / / / ~c3.ilJ Db~~ NDJ . ..-d .... §~~-::::= j2@11" / / j2@11" ( __ ,,?,}~! ~ 9 :: ,)>

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CJ) dS n1orn2@6" m1orm2@7"

HALF PLAN

w1@ 10i" w1

{r; Brnsz Engineering, Inc. ~ 2309 West 50th Street

Sioux Falls SD 57105

FS BARREL DETAILS (B) FOR

4 - 12' X 6' BOX CULVERT OVER MEDICINE CREEK STA. 20+00.00 STR. NO. 60-456-130 PCN 075Y

SULLY COUNTY SOUTH DAKOTA

April 2020

DESIGNED BY: CK. DES. BY DRAFTED BY

SOD DJH DJH/BWW

30° RHF SKEW SEC.6/7-T114N-R74W

BRF 6235(00)19-1 HL-93

®oF@

BRIDGE ENGINEER

Revised 2-22-21

Jl• 1¼"

STATE OF

S.D.

17"

2W 1· 2½" 1" 2½" 1" 2½"

g (OJ PLACE PLACE

IAPPROPRIA Tf APPROPRIATE

NUMBER NUMBER

HERE Hl=RE

YEAR PLATE DETAILS GENERAL NOTES: 1. Year plates of tha general dimensions shown shall be constructed on all

box culverts and brlciqes. 1ha year plates shall be constructed In reverse and attached to the forms in such a manner that the fin;sh,sd imprint in the concrete doe.s not exceed one-haff (½, Inch in depth.

2. Year p/at&s shall be rocata<I on structul'il (s> as follows:

1 ¼"

a. On cast-in-place box culverts the year plates shall ba four and one • half (4 l'a) inches below tha top of the upswam parapet wall and car,tered leteratly on the upstream lace. On precest box culverts the year plate shall be centered lataret/y on the upstream face of the top slab. Where an extended interior wall ir,terferes with this Jocalion, the year plate shall be cent.,red in ar, adjac.,nt barrel.

b. On bridges with six (6) inch curbs or • Jersey' shaped bamers with no

¾"

endblocks, the year prate shall be centered vertically on the curb face epprorimalely six (6) inches from the end of the- bridge, or as designated by the Engineer. On bridges with "Jersey" shaped barrier endblocks. the year plate shall be centerod on the upper $/oped portion Qf lht barri" approxjma~/y o'· ~" from thtJ tJncl of the bridge, ot as di>signated by th" Enginfft. Thero shall be ons yeat plate at each end of the bridge on opposite sides.

c. When the plans specify that both the original date of consrruction and the date of reconstruction are to be shown1 one date shall be placed as Jlsled above and the other located adjacent to it. Both year plates shall be shown at each end of the bridge on opposite sides.

3. The-re will be no separ.,te measurBment or payment made for year plates on box culvtJrts and bric/ges. All costs for this worlc shall be incidental to other contr.,ct Items.

PROJECT

BRF 6235(00)19-1

----;-~

"" .:.i

l, :.,

~

~ -

JERSEY .BARRIER (With Endb/ock} JERSEY BARRIER TYPEBCURB

Published Date: 1st Dir. 2021

s D D 0 T

YEAR PLATE DETAILS

June 26.2012

PLATE NUIIBER

460.02

Sheet I Of I

SHEET TOTAL NO. SHEETS

28 31

@OF@)

1675

1670

1665

1660

----• --.---• --• --.--•---• --• -~

STATE OF

S.D.

PROJECT

BRF 6235(00)19-1

SHEET TOTAL NO. SHEETS

29 31

1675

1670

1665

1660

1655--+-,......,....,......,.....,.....,....,....,....,......,.....,......,....,....,..._,......,....,......,......,.....,....,......,....,......,....,......,.....,.... ........ .,......,....,....,.. .......... ...,......,.....,......,....,....,......,....,..........,......,.....,....,.........,....,......,....,......,,......,...,......,....,..........,....,....,....,.........,.....,......,....,....,......,...,......,....,...........,....,....,......,.........,.....,......,.....,....,.....,....,......,.....,..........,....,....,......,.__,....,....,......,....,......,...,......,......,...........,......,....,......,__,.....,....,......,....,......,...,....,.....,.........,......,.....,......, ......... ,......,...,......,....,......,....,....,....,.........,......,....,......,-+-1655

-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

19+00 1675 1675

1670 1670

1665 1665

1660 1660

1655--+-,......,....,......,.....,.....,....,....,....,......,.....,......,....,....,..._,......,....,......,......,.....,....,......,....,......,....,......,.....,.... ........ .,......,....,....,.. .......... ...,......,.....,......,....,....,......,....,..........,......,.....,....,.........,....,......,....,......,,......,...,......,....,..........,....,....,....,.........,.....,......,....,....,......,...,......,....,...........,....,....,......,.........,.....,......,.....,....,.....,....,......,.....,..........,....,....,......,.__,....,....,......,....,......,...,......,......,...........,......,....,......,__,.....,....,......,....,......,...,....,.....,.........,......,.....,......, ......... ,......,...,......,....,......,....,....,....,.........,......,....,......,-+-1655

-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

18+50 1675 1675

1670 1670

· MATCH EXISTING·

1665 1665

1660 1660

1655-+-,....,......,....,......,....,......,....,......, __ ....,......,....,......,....,......,....,......, __ ....,......,....,......,....,......,....,......, __ ....,......,....,......,....,......,....,......, __ ....,......,....,......,....,......,....,......, __ ....,......,....,......,....,......,....,......, __ ....,......,....,......,....,......,....,......, __ ....,......,....,......,....,......,....,......, __ ....,......,....,......,....,......,....,......, __ ....,......,....,......,....,......,....,......, __ ....,......,....,......,....,......,....,......, __ ....,......,....,......,....,......,....,......, __ ....,......,....,......,....,......,....,......, __ ....,......,....,......,....,......,....,......,--+-1655

-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

18+00

• (! PlansBy: .., B Brosz Engineering, Inc. Consulting Engineers

V

Revised 2-22-21

1675

1670

1665

1660

STATE OF

PROJECT SHEET TOTAL NO. SHEETS

S.D. BRF 6235(00)19-1 30 31

1675

1670

1665

1660

-. --•----•-------.---• -1655--,.......,_,.......,_,.......,_,.......,_,...........,.......,_,.......,_,.......,_,.......,_,...........,.......,_,.......,_,.......,_,.......,_,...........,.......,_,.......,_,.......,_,.......,_,...........,.......,_,.......,_,.......,_,.......,_,...........,.......,_,.......,_,.......,_,.......,_,...........,.......,_,.......,_,.......,_,.......,_,...........,.......,_,.......,_,.......,_,.......,_,...........,.......,_,.......,_,.......,_,.......,_,...........,.......,_,.......,_,.......,_,.......,_,...........,.......,_,.......,_,.......,_,.......,_,...........,.......,_,.......,_,.......,_,.......,_,...........,.......,_,.......,_,.......,_,.......,_,...........,.......,_,.......,_,.......,_,.......,_.....+-1655

-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

1670

1665

1660 --· --• --·---• ----·-. . -.------~

M. CO"'":' ost·

--~~~-

- ----

20+50 1670

1665

1660

1 6 55 -l-,.......,_,.......,_;......,_,.......,_,......;._,.......,_,.......,_;......,_,.......,_,......;._,.......,_,.......,_;......,_,.......,_,......;._,.......,_,.......,_;......,_,.......,_,......;....,.......,_,.......,_;......,_,.......,_,......;....,....:=;::::;:::;::::;:::;::::;::'.:;::::;:::;::::;:::;::::;:::;::;::;:::;::;::::::;::;:::;::;:::;::;::;::;:::;::;::::::;::;:=;=;::::;:::;::::::;:::~,......;....,.......,_,.......,_;......,_,.......,_,......;....,.......,_,.......,_;......,_,.......,_,......;....,.......,_,.......,_;......,_,.......,_,......;....,.......,_,.......,_;......,_,.......,_,......;....,.......,_,.......,_;......,_,.......,_,....t- 1 655

-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

20+00 1675 1675

1670 1670

1665 1665 4.00%

1660 1660 --· --.;...__ . . -----· - ·--•--. - . -1655--t-,.......,.....,.......,......,......,.....,.......,....,.......,--,---,-,.......,.....,....,....,.......,......,.......,....,.......,....,.......,--,-,......,...,.......,.....,.......,.....,.....,....,.......,....,.......,--,-,......,...,.......,.....,.......,...,.......,......,.......,....,.......,....,.......,--,-,......,...,.......,.....,.......,....,.....,....,.......,....,.......,--,---,-,.......,.....,....,....,.......,.....,.......,....,.......,....,.......,--,-,......,...,.......,.....,.......,......,......,.....,.......,....,.......,--,---,-,.......,.....,.......,...,.......,......,.......,....,.......,....,.......,.....,....,......,...,.......,.....,.......,....,.....,....,.......,....,.......,--,-,......,...,.......,.....,....,....,.......,.....,.......,....,.......,....,.......,--,-,---t-1655

-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

19+50

• (! PlansBy: .., B Brosz Engineering, Inc. Consulting Engineers

V

1670

1665

1660

• MATCH EXISTING.

,,_.~-~'---:---.:_:-~--.......' / '--

/ '-.......... '

,,·.,, _/_ ' _,_...........__"' __ ,_

STATE OF

S.D.

PROJECT

BRF 6235(00)19-1

------,--' --, _, ..__ --,--,---. --'--:-- -----•--, ___ , ' . -----------

SHEET TOTAL NO. SHEETS

31 31

1670

1665

1660

1555--,.......,._,.......,._,.......,._,.......,._,...........,.......,._,.......,._,.......,._,.......,._,...........,.......,._,.......,._,.......,._,.......,._,...........,.......,._,.......,._,.......,._,.......,._,...........,.......,._,.......,._,.......,._,.......,._,...........,.......,._,.......,._,.......,._,.......,._,...........,.......,._,.......,._,.......,._,.......,._,...........,.......,._,.......,._,.......,._,.......,._,...........,.......,._,.......,._,.......,._,.......,._,...........,.......,._,.......,._,.......,._,.......,._,...........,.......,._,.......,._,.......,._,.......,._,...........,.......,._,.......,._,.......,._,.......,._,...........,.......,._,.......,._,.......,._,.......,._,...........,.......,._,.......,._,.......,._,.......,._.....+-1655

-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

22+00 1670 1670

1665 1665

1660 ➔ -•-

- -, --:---•---, ------ 1660

1655-+-.,......,.....,......,......,......,.....,............,......,.....,......,.....,.......,......,......,.....,......,....,......,.....,......,....,......,---,..-.....,..._.,......,....,......,....,......,.....,............,............,............,......,.....,.......,.....,............,......,.....,...........,......,....,......,--,-.....,..._.,......,.....,......,.....,......,.....,............,......,......,............,......,.....,.......,......,......,.....,......,.....,..........,.......,....,......,--,-,............,......,.....,......,.....,.......,.....,............,............,............,......,......,......,.....,......,....,......,.....,...........,......,....,....,--,-.....,..._,......,....,......,.....,...........,............,............,......,.....,......,.....,............,......,.....,......,.....,......,....,......,---,--,f-1655

-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

21+50 1675 1675

1670 1670

1665 1665

1660 1660

1655--t-,.......,.....,.......,......,......,.....,.......,....,.......,--,---,-,.......,.....,....,....,.......,......,.......,....,.......,....,.......,--,-,......,...,.......,.....,.......,.....,.....,....,.......,....,.......,--,-,......,...,.......,....,.......,.....,.......,......,.......,....,.......,.....,......,--,-,......,...,.......,.....,.......,....,.....,....,.......,....,.......,--,---,-,......,....,....,....,.......,.....,.......,....,.......,.....,......,--,-,......,...,.......,.....,.......,......,......,.....,.......,....,.......,--,---,-,.......,.....,......,....,.......,......,.......,....,.......,.....,......,.....,....,......,...,.......,......,.....,....,.....,....,.......,....,.......,--,-....,....,.......,.....,....,......,......,.....,.......,....,.......,....,......,--,-,----t-1655

-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

21+00

• (! PlansBy: .., B Brosz Engineering, Inc. Consulting Engineers

V