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PROJECT LOCATION ~\.\

DESIGN DESIGNATION

AADT (2016) 150 AADT (2036) 220 DHV 33 D 50% DHVT% 3"60% AADT To/o 7"90% V 15 mph

STORM WATER PERMIT

Major Receiving Body of Water: Old Dairy Drainage Area Disturbed: 0"71 Acres Total Project Area: 0"71 Acres

END PROJECT BRO 8017 05 NORTH SECOND STREET

HERMOSA, CUSTER COUNTY

STA. 7+99.90

N = 11633.95, E = 9417.04

Approx" Begin Lat.Long: 43"84234, 103" 19099

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STATE OF SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION

PLANS FOR PROPOSED

PROJECT BRO 8017(05) TOWN OF HERMOSA

CUSTER COUNTY

STATE OF SOUTH

DAKOTA

____ PR_OJ_EC_T ___ --1 SHEET

BRO 8017(05)

Plotting Date: 5/26/2020

INDEX OF SECTIONS

Sheet 1: Title Sheet

Sheets 2-4: Estimate of Quantities and

Environmental Commitments

Sheets 5-6: Grading Notes

Sheet 7: Pipe Quantities

Sheet 8: Typical Section

STRUCTURE REPLACEMENT AND APPROACH GRADING

PCN OOZ3

Sheet 9:

Sheets 10-14

Sheet 15:

Traffic Control

Erosion Control Notes

Erosion Control

14

23 24

Gross Length

Length of Exceptions

Net Length

103° 10'

IR 8 E

R 8 E

449.90 Feet

0 Feet

449.90 Feet

0.085 Miles

o Miles

0.085 Miles

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Sheet 16: Horizontal Alignment and

Control Data

Sheet 17: Legend

Sheet 18: Plan Sheet

Sheet 19: Profile Sheet

Sheet 20-25 Standard Details

Sheet 26-30: Structure Sheets

Sheet 31-32: Cross Sections and

Driveway Cross Section

BEGIN PROJECT BRO 8017 05 NORTH 2ND STREET

HERMOSA, CUSTER COUNTY

STA. 3+50.00

N = 11231.84, E = 9568.58

TOTAL SHEETS

32 FOR BIDDING PURPOSES ONLY

STATE OF PROJECT SHEET TOTAL

ESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTS SOUTH SHEETS

DAKOTA BRO 8017(05) 2 32

Revised:06/18/2020

Grading

BIDITEM Structure ITEM QUANTITY UNrT Structure No. 17-434-018 NUMBER

009ED010 Mobilization LmrpSum LS

009E3200 Construction Staking Lump Sum LS BIDITEM ITEM QUANTITY UNIT 009E3300 Three Man Survey Crew 20.0 Hour NUMBER

100E0020 Clear and Grub Tree 3 Each 250E0030 Incidental Work, Structure lll'Tlp Sum LS

100E0100 Clearing Lump Sum LS 420E0200 Structure Excavation, Box Culvert 179 CuYd

110E0500 Remove Pipe Culvert 24 Ft 421E0200 Box Culvert Undercut 162 CuYd

• 110E7150 Remove Sign for Re&:t 1 Each 560E4001 Special Precast Concrete Box Culvert, Furnish 48.0 Ft

120E0010 Unclassified Excavation 631 CuYd 560E4002 Special Precast Concrete Box Culvert, Install 48.0 Ft

120E0600 Contracior Furnished Borrow Excavation 997 CuYd 560E4003 Special Precast Concrete Box Culvert End 2 Each

230E0010 Placing Topsoil 210 CuYd Section, Furnish 560E4004 Special Precast Concrete Box Culvert End 2 Each

240E0010 Obliteme Oki Road 2 Sta Section, lnstal • 260E3010 Gravel Surfacing 216.9 Too 700E0110 Class A Riprap 232.7 Ton

450E4758 18" CMP 14 Gauge. Furnish 86 Ft 831E0110 Type B Drainage Fabric 191 SQYd

450E4760 18"CMP,lnstali 86 Ft Note: The Special Precast Concrete Box Culvert consists of

450E5406 18" CMP Safety End, Furnish 4 Each 21' x 7' Barrel Sections and End Sections.

450E5407 18" CMP Safety End, Install 4 Each

* 632E2510 Type 2 Object Marker Back to Back 4 Each

• 632E3500 Reset Sign 1 Each

634E0110 Traffic Control Sigls 64.5 Sqft

634E0120 TrafficControl,Miscetlaneous Lump Sum LS

634E0275 Type 3 Barricade 7 Each

730E0204 Type C Permanent Seed Mixture 8 Lb

731E0200 Fertilizing 0.32 Ton

732E0100 Mulching 1.5 Too

734E0154 12" Diameter Erosioo Conlrol Wattle 1,298 Ft

735E3010 Salvage, Store, and Replant Tree 1 Each

900E0010 Refurbish Single Mail>ox 1 Each

* -Denotes Non-Plllticipatlng

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FOR BIDDING PURPOSES ONLY

PROJECT STATE OF SOUTH

DAKOTA BRO 8017(05) SHEET

3 32

TOTAL SHEETS

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 Environmental 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 Environmental Office at 605-773-3098 or 605-773-4336 to determine whether an environmental analysis and/or resource agency coordination is necessary. 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 C: WATER SOURCE The Contractor will not withdraw water with equipment previously used outside the State of South Dakota or previously used in aquatic invasive species waters within South Dakota without prior approval from the SDDOT Environmental Office. Thoroughly wash all construction equipment to prevent and control the introduction and spread of invasive species into the project vicinity.

Action Taken/Required: The Contractor will obtain the necessary permits from the regulatory agencies such as the South Dakota Department of Environment and Natural Resources (DENR) and the United States Army Corps of Engineers (USACE) prior to water extraction activities. Additional information and mapping of Aquatic Invasive Species in South Dakota can be accessed at: http://sdleastwanted.com/maps/default.aspx. COMMITMENT E: STORM WATER Construction activities constitute 1 acre or more of earth disturbance and/or work in a waterway. 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: http://www.sddot.com/business/environmental/stormwater/Default.aspx DENR: http://denr.sd.gov/des/sw/stormwater.aspx EPA: https://www.epa.gov/npdes COMMITMENT G: DEWATERING AND SEDIMENT COLLECTION The purpose of a dewatering and sediment collection system is to collect turbid storm water on the project, treat it with flocculants as needed, and capture the sediment that falls out of suspension before the water is discharged into “Waters of the US” or “Waters of the State”. Refer to Commitment D1: Surface Water Quality for stream classification. Action Taken/Required: The Contractor will meet the terms of the Temporary Discharge Permit and the Storm Water Permit for Construction Activities. The Contractor will create a Pollution Prevention Plan (PPP) for dewatering and sediment collection if the Contractor chooses to discharge the water into “Waters of the US” or “Waters of the State”. Refer to the detail sheet OPTIONS FOR DEWATERING AND SEDIMENT COLLECTION in the plans. The PPP must be kept on-site and updated as site conditions change. 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.


PROJECT STATE OF SOUTH

DAKOTA BRO 8017(05) SHEET

4 32

TOTAL SHEETS

COMMITMENT H: WASTE DISPOSAL SITE CONTINUED 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 shall 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. COMMITMENT I: HISTORICAL PRESERVATION OFFICE CLEARANCES The SDDOT 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 shall 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 5+00.00 Old Dairy Drainage 3311.0

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.


GRADING OPERATIONS

Water for Embankment is estimated at the rate of 12 gallons of water per cubic yard of Embankment minus Waste. The estimated quantity of Water for Embankment is 17.3 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 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.

Compaction of earth embankments and bridge berm material shall be governed by the Ordinary Compaction Method.

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. The utility contact information is provided elsewhere in the plans or bidding documents.

Contact Info:

Black Hills Electric Cooperative Inc. 25191 Cooperative Way P.O. Box 792 Custer, SD 57730 Ph. 605-673-4461 Email [email protected]

Town of Hermosa P.O. Box 298 230 Main Street Hermosa, SD 57744 Ph. 605-255-4291 Email [email protected]

Mt. Rushmore Telephone Company 320 First Street P.O. Box 669 Keystone, SD 57751 Ph. 605-666-4411 Internet Support 800-528-7667

CLEARING

Before clearing activities begin, the Contractor shall contact the Engineer to determine the limits of clearing for the project. If the trees or shrubs that are supposed to remain within the limits of work are damaged or destroyed by the Contractor, the Contractor shall replace them with the same size and type at the Contractor's expense.

Trees smaller than 6 inch in diameter will be paid as part of the Lump Sum item Clearing.

OBLITERATING OLD ROAD

The Contractor will obliterate the existing roadway at the locations listed in the Table of Obliterating Old Road.

The existing surfacing material of the existing roadway is not salvageable.

The Contractor will obliterate the existing roadway in accordance with Section 240 of the Specifications when the existing roadway is not being removed in accordance with the template section.

The earthwork necessary for obliterating the existing road will be accomplished to such an extent that placing topsoil and seeding can be done in a satisfactory manner. Quantities of topsoil, fertilizing, mulching, and seeding for the obliterated section of the old road are included in the Erosion and Sediment Control Plans Estimate of Quantities.

TABLE OF OBLITERATING OLD ROAD

Station to Station 5+08.13 6+50.40

L/R R

Length (Sta) 1.42

Total: 2

SHRINKAGE FACTOR: Embankment +30%

TABLE OF EXCAVATION QUANTITIES BY BALANCE

* Contractor Excavation Furnished

Borrow Exe. Station Station (CuYd) (CuYd)

to 3+50 7+99.90 631 997

Totals: 631 997

Total Excavation

(CuYd)

1,628

1,628

*The quantities for these items are in the Estimate of Quantities under their respective contract items.

TABLE OF UNCLASSIFIED EXCAVATION

Excavation Topsoil Exe. for RCBC Installation Contractor Furnish Borrow

Total

402 229 179 997

1,969

STATE OF SOUTH

OAKOTA

PROJECT SHEET

BRO 8017(05)

Revised: 06/17/2020

PROCEDURES FOR DETERMINING UNCLASSIFIED EXCAVATION QUANTITY

5

When plan quantities are used for payment, the Unclassified Excavation quantity shall be used for final payment and the plans quantity of Topsoil items listed in the Table of Unclassified Excavation will not be adjusted according to field measurements.

CONTRACTOR FURNISHED BORROW EXCAVATION

The Contractor will provide a suitable site for Contractor furnished borrow excavation material. The Contractor is responsible for obtaining all required permits and clearances for the borrow site. The borrow material will be approved by the Engineer. The plans quantity for "Contractor Furnished Borrow Excavation" as shown in the Estimate of Quantities will be the basis of payment for this item.

Restoration of the Contractor furnished borrow excavation site will be the responsibility of the Contractor.

TOTAL SHEETS

32 FOR BIDDING PURPOSES ONLY

The lowest elevation of original ground, undercut line, or bottom of removed or salvaged surfacing


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Station

6+98

6+59

PIPE QUANTITIES Corrugated Metal

Circular Circular Safety End

18" 18"

14 Ga

Offset (L/R) Ft Each

23.1' L 30 2

32.3' R 56 2

Total 86 4

SHEETS I STATE OF II-____ P_RO_J_EC_T ___ ---11 SHEET I TOTAL

iiK~T~ I BRO 8017(05) i--7-+-l-3_2 _ _,


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Notes:

Some sections vary from the typical sections. Refer to the cross section sheets for section to be constructed

R/W Line

Variable

TYPICAL GRADING SECTION

10'

20:1

10'

Clear Zone

2' Shoulder

4" Topsoil

14'

12' Lane

0.04 Ft/Ft

66'

12' Lane

14'

0.04 Ft/Ft

10'

Clear Zone

2' Shoulder

This point is grade referred to on plans profile

3" Gravel Surfacing

4" Topsoil

Variable

R/W Line

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

BRO 8017(05)

5/26/2020

SHEET

8

TOTAL SHEETS

32

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I a:

W20-3 (48"x48") POST MOUNTE:D

0

W20-3 (48"x48") POST MOUNTE:D

0

ROAD CLOSED

R11-2 (48"X30")

(3) TYPE 3 BARRICADES (96"x12")

0

TRAFFIC CONTROL ROAD CLOSED

------

HER POP. 3

79

R 11-3a (60"x30")

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

40 l

33

r

STATE OF SOUTH

DAKOTA

Plotting Date:

____ P_RO_JEC_T __ ----1 SHEET

BRO 8017(05) 9

5/26/2020

ROAD CLOSED 1/2 MILE AHEAD

LOCAL TRAFFIC ONLY ITEMIZED LIST FOR TRAFFIC CONTROL SIGNS CONVENTIONAL ROAD

SIGN CODE

SIGN DESCRIPTION NUMBER SIGN SIZE SQFT

PER.SIGN

R11-2 ROAD CLOSED 2 48" X 30" 10.0 R11 -3a ROAD CLOSED MLES AHEAD LOCAL TRAFFIC ONLY 1 60" X 30" 12.5 -W20-3 ROAD CLOSED AHEAD 1 48" X 48" 16.0

(1) TYPE 3 BARRICADE (72"x12") W20-3 ROAD CLOSED AHEAD 1000 FT 1 48" X 48" 16.0

0 CONVENTIONAL ROAD TRAFFIC CONTROL SIGNS SQFT

TOTAL SHEETS

32

SQFT

20.0 12.5 16.0 16.0

64.5

I

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Glomus intraradicesGlomus aggregatum or deserticolaGlomus mosseaeGlomus etunicatum


(The numbers left of the title headings are reference numbers to the GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES (Stormwater Permit))

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DRAINAGE ARROW

12" EROSION CONTROL WATTLE- DITCH

1 VARIABLE WIDTH DRAINGE ""'- - - 12" EROSION CONTROL WATTLE- SLOPE

" .... EASEMENT PER PLAT OF

LOTS 4, 5 AND 1 R(A)

PERRIGO TRACT

CLASS A RIPRAP

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STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

BRO 8017(05)

5/26/2020

- -33n7_

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LEGEND I STATE OF II-____ P_RO_J_EC_T ___ ---11 SHEET I TOTAL SHEETS SOUTH I ,__ ____ ___,

DAKOTA BRO 8017(05) I 17 I 32


0 0 <:'!

Anchor E- Highway ROW Marker □ Shrub Tree Cl State and National Line ----Antenna t Interstate Close Gate 'J Sidewalk County Line ----_____..)

Approach Iron Pin 0 Sign Face Section Line ----------------. Assumed Corner ® Irrigation Ditch Sign Post 0 Quarter Line Azimuth Marker & Lake Edge Slough Or Marsh ~.'f':!!_ Sixteenth Line BBQ Grill/ Fireplace I!,. Lawn Sprinkler • Spring .!l) Property Line -----------Bearing Tree 0 Mailbox 0 Stream Gauge [ Construction Line Bench Mark A Manhole Electric @ Street Marker ROW Line Box Culvert = Manhole Gas @ Subsurface Utility Exploration Test Hole & New ROWLine Bridge Manhole Miscellaneous @ Telephone Fiber Optics -T/F- Cut and Fill Limits ----Brush ~D Manhole Sanitary Sewer @ Telephone Junction Box (I) Control of Access • • • • • • • Buildings Manhole Storm Sewer @ Telephone Pole 0 New Control of Access 0--0-----0--0--

Bulk Tank (Q) Manhole Telephone @ Television Cable Jct Box ® Proposed ROW Cattle Guard = Manhole Water @ Television Tower * (After Property Disposal)

Cemetery t Merry-Go-Round * Test Wells/Bore Holes @

Centerline Microwave Radio Tower * Traffic Signal ~ Cistern © Miscellaneous Line Trash Barrel (!) Drainage Arrow --Clothes Line Miscellaneous Property Corner L Tree Belt ,...,...,..,..,

Commercial Sign Double Face ~ Miscellaneous Post 0 Tree Coniferous -k

Commercial Sign One Post p Overhang Or Encroachment Tree Deciduous ©

WA Commercial Sign Overhead l"""I Overhead Utility Line -OH- Tree Stumps a Remove Concrete Pavement Commercial Sign Two Post ~ Parking Meter i Triangulation Station b,.

Concrete Symbol ita·~ Pedestrian Push Button Pole 0 Underground Electric Line p Remove Concrete Driveway Pavement ~ Creek Edge Pipe With End Section >------< Underground Gas Line G

Curb/Gutter ======== Pipe With Headwall 1----1 Underground High Pressure Gas Line IG t' > v v :J r:: -------- Remove Asphalt Concrete Pavement ',.' ,., ,., ,. Cl > ( < < "C

Curb Pipe Without End Section Underground Sanitary Sewer s- ,. '., ,., ,, ' ' ,. ..... " -ci

r::

Dam Grade/Dike/Levee Playground Slide rr--. Underground Storm Sewer S= " - Cl

" Deck Edge Playground Swing )I-+-( Underground Tank Remove Concrete Sidewalk ;::1 Ditch Block - Power And Light Pole ♦ Underground Telephone Line T- iii I-Doorway Threshold Power And Telephone Pole • Underground Television Cable -TV- w

Remove Concrete Median Pavement w I

Drainage Profile Power Meter ® Underground Water Line -w- '!.l "'

Drop Inlet El Power Pole JZ[ Warning Sign One Post N

p Remove Concrete Curb and/or Gutter

0 --- :1 Edge Of Asphalt Power Pole And Transformer -¢- Warning Sign Two Post ~ (j)

Edge Of Concrete Power Tower Structure n Water Fountain i ::::,

~ Edge Of Gravel Propane Tank c:t::==D Water Hydrant 0,

Edge Of Other Property Pipe 0 Water Meter ®

Edge Of Shoulder Property Pipe With Cap @ Water Tower &. Detectable Warning .!!1 [i:

Electric Transformer/Power Junction Box ® Property Stone ~ Water Valve 0 Pedestrian Push Button Pole

□ Fence Barbwire Public Telephone Iii] Water Well 0 and 30" x 48" Clear Space

Fence Chainlink --~L_ ~L Railroad Crossing Signal -¢4 Weir Rock with 1.5% slope <EJ

Fence Electric 7 7- Railroad Milepost Marker liiJ Windmill ® Fence Miscellaneous ~

I ~ Railroad Profile Wingwall I

Fence Rock ~ Railroad ROW Marker □ Witness Corner ® Fence Snow L_ I L Railroad Signs p

Fence Wood ---------- Railroad Switch IT

Fence Woven Railroad Track -Fire Hydrant 5, Railroad Trestle Flag Pole r Rebar & Flower Bed 'f 'f ,,. ,,. Rebar With Cap ~

ai Gas Valve Or Meter ~ Reference Mark A N

Gas Pump Island ~ = Regulatory Sign One Post b

~ Grain Bin ® Regulatory Sign Two Post ~ :,

Guardrail Retaining Wall u 0-0-

Guide Sign One Post p Riprap a:ann Guide Sign Two Post ~ River Edge

E Gutter Rock And Wire Baskets r-_7 e u. Guy Pole ~ Rockpiles ~ "C

i Haystack ® Satellite Dish ~ Hedge ~D Septic Tank 'P


a:

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ST A 3+40 TO ST A 3+60 START GRAVEL SURFACING TRANSITION FROM EXISTING ROAD WIDTH. 20' LENGTH ADJUST CROWN FROM EXISTING TO 4% CROWN.

STA 4+31 - 35' L RETAIN 18" x 30 LF CMP

STA 4+50- 24' L SEWERMH RIM ELEV= 3308.83

STA 4+75 - 18.3' L CLEAR & GRUB TREE

STA 5+00.00

STA 5+40 - 98' L

CLEAR & GRUB TREE

REMOVE EXISTING DOUBLE 10x6 BOX CULVERT INCIDENTAL WORK, STRUCTURE

NO ADJUSTMENT REQUIRED DO NOT DISTURB STA 5+00.00 (DA= 3.78 SQ. Ml.)

INSTALL 21'x7' BOX CULVERT /

S1/2 LOT2 JAMES E. & ROSE M. ANDERSON

DO NOT DISTURB TREES AND HEDGES

WITH 10° LHF SKEW , SEE SHEET 26 ~ /

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N1/2 LOT 2

Pedro & Sharon Vazquez PARCEL 5

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. STA REMO ES~ 2" TREE.

STA 5+94 -16' L TAKE OUT 12" x 24 LF RCP

STA 6+98 L INSTALL 18" x 30 LF CMP & 2 -18" SAFETY END SECTIONS

STATE OF PROJECT SHEET TOTAL

SHEETS SOUTH

BRO 8017(05) DAKOTA 18 32 Plotting Date: 6/17/2020 Revised: 06117/2020

STA 7+90 TO STA 8+10 TRANSITION BACK TO EXISTING ROAD WIDTH.

O' LENGTH ADJUST CROWN FROM 4% CROWN BACK TO EXISTING CROWN. END GRAVEL SURFACING.

END BRO 8017(05) .------tEND GRADING

STA 7+99.90

N = 11633.95, E = 9417.04

VERIFY L ON WITH-Owt:lER

DO NOT DISTURB FENCE, BUSHES OR TREES ,.~'v

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<ZD PARCEL2

~ CORINNE C. WEBSTER @) LOT4 0

!Y BEGIN BRO 8017(05) o~eo BEGIN GRADING

1 0-:f-...,..._--:: STA 3+50.00 ~~ / ~o «~ ./"--..

1 ._N_ = _11_2_3_1.8_1_, _E_=_9_56_8_.s_8 __ ~

STA.3+55.84-38.55' R CLEAR & GRUB TREE

THE CONTRACTOR SHALL CLEAR THE BRUSH AND 50 TREES OF 3" TO 4" DIAMETER THAT LIE DOWN STREAM FOR 500' EXCEPT AS MARKED BY OWNER THIS WORK PAID AS 100E0100 - CLEARING· LUMP SUM

Parcel 1 Parcel 3 Sta.5+39.15 to Sta. 7+20.01 L Sta 6+39.83 to Sta 6+53.87 to Temporary Easement Containing Sta 6+64.58 to Sta 6+81.77 R 0.04 ac more or less Temporary Easement containing

0.02 ac, more or less

Parcel 2 Parcel 4 Sta 3+49.93 to Sta 4+62.75 R Sta 6+64.58 to Sta 6+72.57 Temporary Easement containing to Sta 7+14.40 R 0.05 ac, more or less Temporary Easement containing

0.02 ac, more or less

ST A 6+59 R --._ INSTALL 18" x 56 LF CMP --._ & 2 -18" SAFETY END SECTIONS

VARIABLE WIDTH DRAINGE E Del De T

,,,_ ___ EASEMENT PER PLAT OF

Parcel 5

STA4+80 • L STA4+80 - R STA 5+20 - L

LOTS 4, 5 AND 1 R(A) PERRIGO TRACT

REMOVE (3) OBJECT MARKERS INCIDENTAL WORK, STRUCTURE

Sta. 4+22.32 to 4+82.11 L Temporary Easement Containing 0.01 ac more or less

L R

Parcel 1 Sta. 5+24.28 to Sta. 5+30.87 to Sta. 5+40.32 to Sta. 5+38.40 L Permanent Easement Containing 0.006 ac more or less

Parcel 2 Sta 4+63.87 to Sta 4+61.45 to Sta 4+66.43 R Permanent Easement containing 0.019 ac, more or less

Parcel 3 Sta 5+16.46 to Sta 6+81. 77 to Sta 6+99. 73 R Permanent Easement containing 0.09 ac, more or less

Parcel 5 Sta. 4+80.84 to Sta. 4+84.08 to Sta. 5+30.87 to Sta. 5+24.28 L Permanent Easement Containing 0.023 ac more or less

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TOTAL SHEETS

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3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50

C: Cl

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I a:

PERSPECTIVE OF ENTRANCE

I ft.

Lanes

Transition to existing profile or construct to limits shown on cross sections.

A

ELEVATION VIEW (Entrance)

Original ground or existing profile

4" surfacing or thickness as specified in plans

1 • Slope 2% *

Slope2% • 1

4" surfacing or thickness J as specified in plans

GENERAL NOTES:

SECTION A-A (Entrance)

* The finished surfacing width is stated elsewhere in the plans. The subgrade width is 4' wider than the finished surfacing width unless stated otherwise in the plans.

The ditch section shown above in the perspective and elevation view is only for illustrative purpose.

A 6:1 inslope will be constructed for an entrance when a pipe is required. A 10:1 inslope will be constructed when a pipe is not required.

Pipe length will be adjusted if necessary during construction to obtain the 6:1 slope. For grading projects, the pipe length is estimated typically using a 4" thickness of surfacing directly over the subgrade above the pipe.

The transition area between the mainline inslope and the approach inslope for entrances will be rounded to eliminate an abrupt transition.

The turning radii will be 35' for intersecting roads and entrances unless stated otherwise in the plans.

Published Date: 2nd Dtr. 2020

s D D 0 T

INTERSECTING ROADS AND ENTRANCES

September 14. 2018

PLATE NUUBER

120.01

Sheet I of 2

STATE OF SOUTH

DAKOTA

1------PR_O_JE_CT ___ ---I SHEET

Plotting Date:

PERSPECTIVE OF INTERSECTING ROAD

Q)

.5 Finished Shoulder ~c: ----------·ro ~

Subgrade Shoulder

35' R. or as specified in the plans

Edge of Driving Lane

35' R. or as specified in the plans

BRO 8017(05)

5/26/2020

Finished Shoulder

Subgrade Shoulder

' ------~ ------◄

I E

Intersecting Road


s D D 0 T

Right-of-Way

See Section A-A on sheet 1 of 2.

Entrance ;,II IE

PLAN VIEW

INTERSECTING ROADS AND ENTRANCES

September 14. 2018

PLATE NUUBER

120.01

Sheet 2 of 2

20

TOTAL SHEETS

32

.!!1 [i:


0 0 <:'!

2g~ (M_~><j-) pacing

6 I I

L ~

t I Bors CTyp.l •

I .1 ELEVA TION VIEW

* Number of bars required will vary depending on the length of the end section.

1/2" Dia. Hex. Head Bolts CTyp,)

ISOMETRIC VIEW

I• xo/i6 " Slotte Hole

Pipe

' 1

I .. 51/4" • I 3" Galvanized Pipe: Flatten end,then bend out~de ~ t o match end sec t ion sides.

DETA IL OF SAFETY BARS

1/16" (Min.) Dia. Galvanized Stee l Rod or No. 4 Galvanized Reinforcing Bar.

SEC T ION A-A

Corrugation s ized TO frt pipe.

SECTION B- 8

Reinforced Edge Full rn 1/T\I Leng-th of End Section

<See Sect-ion A-Al

Bolts -to hold the Surfaces -t ight ly together

Optional Toe Plate Ex t ension csame Gage as End Section) ~~====;;;;;;::~~'.--f--- Holes spaced at 12" CMox.l - --

FRONT VIEW FRONT VIEW 1/i" Threaded rod with flanged nuts. Form over top of end section. Side lugs -to be bolted to end section

1/i" x 6" Culver t bolt wi t h fl anged nut

Side Lug,

TYPE u2 CONNECTOR DETAIL (For 30" and Lorgerl

(For 21 " x 15" and Larger>


s D D 0 T

Galvanized s t rop

TYPE u1 CONNECTOR DETAIL (For 15"Through 24i June 26, 2015

C. M. P. SAFETY ENDS PLATE NUUBER

450.38

Sheet I of 2

STATE OF SOUTH

DAKOTA

1------P_RO_J_EC_T ___ ---I SHEET

BRO 8017(05) 21


ARCH C.M.P. SAFETY ENDS

Equv. (Inches) Min. Thick. Dimensions Cinches) L Dimensions Dia. Overall Length

Cinch> Span Rise Inch Gage A H w Width Slope Cinch>

18 21 15 .064 16 8 6 27 43 6:1 30

21 24 18 .064 16 8 6 30 46 6:1 48

24 28 20 .064 16 8 6 34 50 6:1 60

30 35 24 .079 14 12 9 41 65 6:1 84

36 42 29 09 12 12 9 48 72 6:1 114

42 49 33 09 12 16 12 55 87 6:1 138

48 57 38 09 12 16 12 63 95 6:1 168

54 64 43 09 12 16 12 70 102 6:1 198

60 71 47 09 12 16 12 77 109 6:1 222

72 83 57 09 12 16 12 89 12 1 6:1 282

CIRCULAR C.M.P. SAFETY ENDS

Pipe Min. Thick. Dimensions (Inches) L Dimensions Dia. Overall Length

<lnchl Inch Gage A H w Width Slope Cinch)

15 .064 16 8 6 21 37 6:1 30

18 .064 16 8 6 24 40 6:1 48

21 .064 16 8 6 27 43 6:1 66

24 064 16 8 6 30 46 6:1 84

30 09 12 12 9 36 60 6:1 120

36 09 12 12 9 42 66 6:1 156

42 09 12 16 12 48 80 6:1 192

48 09 12 16 12 54 86 6:1 228

54 09 12 16 12 60 92 6:1 264

60 09 12 16 12 66 98 6:1 300

GENERAL NOTES:

Safety ends shall be fabricated from galvanized steel conforming to the requirements of the Specifications.

Safety bars shall be fabrTcated from steel schedule 40 pipe In conformance wi th ASTM A53, grade B or HSS 3.5X.216 in conformance with ASTM A500, grade B.

Slotted holes for safety bar attachment shall be provided for all end sections.

Attachment to circular pipes 15" through 24" diameter sha ll be mode with Type • 1 strops. All other s izes shall be attached with Type •2 rods and lugs.

When stated In the plans, optional toe plate extension shall be punched and bo l ted to end sect ion apron lip with %'' diameter galvanized bolts. Stee l for toe plate extension shal l be some gouge as end sect ion. Dimensions shall be overa l l width less 6" by 8" high.

Insta ll a t ion sha ll be performed in accordance with t he Speciflco t rons.

Cost of a ll work and materials required for fabrication and installation of safety ends sha ll be incidental to the bid items for the various sizes of safety ends.

June 26, 2015

s PLATE NUUBER D D C, M. P. SAFETY ENDS 450.38

Published Date: 2nd Dtr. 2020 0 Sheet 2 of 2 T

TOTAL SHEETS

32

.!!1 [i:


0 0 <:'!

C 5 1½" Radius {Typ.)

: ci N >,

C\ Single

Q) u<.>~ t, .!!!, ro a> -o..__..!:::: <( t- 0

ZS 0 ---+~c.

Back to Back

'f.'f.¥ DIVIDED HIGHWAYS UNDIVIDED HIGHWAYS AND EXCEPT MEDIANS DIVIDED HIGHWAYS MEDIANS

PLAN VIEW

¾e" Diameter Hole (Typ.)

(Type 2 Object Marker Details and Post Orientation)

Type 2 Object Marker

,ft -ft 1 .12 lb/ft Flanged Channel Steel Post <(

Outside Edge of Traveled Way or

,ft

-------'-*------- ,ft co

Outside Edge of Shoulder

Front Face of Curb

...J

ELEVATION VIEW {Pipe culvert shown for illustrative purpose.)

TYPE 2 OBJECT MARKER POST LENGTHS PFFSET 1' 2' 3' 4' 5' 6' 7' 8'

(*)

POST LENGTH (L) .,....

8'-6" 8'-9" 9'-3" 9'-6" 9'-9" 10'-3" 10'-6" 10'-9" M w ,....

8'-6" 8'-9" 9'-0" 9'-3" 9'-9" 9'-9" 10'-0" 10'-3" Cl. ~ 0 .,.... ...J 8'-3" 8'-6" 8'-9" 9'-0" 9'-3" 9'-3" 9'-6" 9'-9" Cf) '° .....

8'-3" 8'-6" 8'-9" 8'-9" 9'-0" 9'-3" 9'-3" 9'-6" u:i

GENERAL NOTES:

6" I .. ELEVATION VIEW

{Type 2 Object Marker Detail) (½" to 1 ½" grip range ¼" twin rivet {single and back to back))

Greater Than 8'

8'-0"

8'-0"

8'-0"

8'-0"

¥¥¥ The type 2 object marker may be installed back to back when specified in the plans.

Post Length L was calculated based on a shoulder width of ,5 feet at a crosslope of 4 percent and L was rounded up to the nearest 3 inches.

'f.¥ Dimension A is 4 feet when the Offset* is 8 feet and less. Dimension B is 4 feet when Offset* is greater than 8 feet.

The type 2 object marker and the 1.12 lb/ft flanged channel steel post will be in conformance with Specifications Section 982.2 J.

Payment for the type 2 object marker will be in conformance with Specification Section 632.5 B.


s D D 0 T

TYPE 2 OBJECT MARKER (DIRECT DRIVE)

December 23. 2019

PLATE NUUBER

632.01

Sheet I of I

STATE OF SOUTH

DAKOTA

____ P_R_OJ_EC_T ___ ---1 SHEET

BRO 8017(05)


* Type 2 Object Marker Back\-=========:::::_r~=i=~1-:_:_:._-:_-:_-.,"Tn'I"",._-:_-:_-:_-_-_-..... ~ to Back (Shown for I- -Illustrative Purpose) --- 9. 9. 9.

~ Rdwy.

.

,,

- .... oi------101------10

Ali~n the inner edge of the~ obJect marker with the opening closest to the roadway.

. 9.

- .... ijl------lijl------lij l------=-..1==1==-----...i:a:L.---..J:a:L.I -

* Type 2 Object Marker Back~ to Back (Shown for Illustrative Purpose) PLAN VIEW

(For Multiple Pipe Culverts, Box Culverts , and Cattle Passes) (Pipe culverts shown for illustrative purpose.)

(Embankment is not shown.)

=r= ~ -----------.--._ -+-__ -_-__ - _-__ - _-_ -_ --- -__ -_-__ -_-__ -_-__ -_-__ -_-__ - _-__ .... ,-I -

Rdwy. --------------------------- ~ ---------------------------~ ++-------------'

.... - * Type 2 Object Marker

... Back to Back (Shown for Illustrative Purpose)

---------------------------~ ----------------------------------------~ --------------------------------- ,

~ Align the inner edge of the object marker with the opening closest to the roadway.

PLAN VIEW (For Single Pipe Culvert, Box Culvert, and Cattle Pass)

(Box culvert shown for illustrative purpose.) (Embankment is not shown.)

GENERAL NOTES:

This standard plate will be used in conjunction with standard plate 632.01.

* The type 2 object markers will be installed at the locations shown above. The type 2 object markers, single faced or back to back, will be as specified in the plans.


s D D 0 T

TYPE 2 OBJECT MARKER AT PIPE CULVERTS, BOX CULVERTS, AND CATTLE PASSES

(60" and Greater Overall Width)

December 23. 2019

PLATE NUUBER

632.04

Sheet I of I

22

TOTAL SHEETS

32

.!!1 [i:


0 0 <:'!

6' to 12'

RURAL DISTRICT

....

,...,......~__,,· .. • ..

• E :> E C ~ U"l

E E :::J .§ :J

E C ·c ~ ~ U"l ....

URBAN DISTRICT

Walkway

• If the bottom of supplemental plate i s mounted lower than 7 f eet above a pedestrian walkway, the supplemental plate should not project more than 4" into the pedestrian facility.

, · •· . . - .

6' to 12'

RURAL DISTRICT WITH SUPPLEMENTAL PLATE

RURAL DISTRICT 3 DAY MAXIMUM

E :J E

E E :::J :J c E E ~ C :~

lf1 :j

~ .... q-

Sign shall be level,

CNot- applicable to regulatory signs>

September 22. 2014


s D D 0 T

CRASHWORTHY SIGN SUPPORTS (Typical Construction Signing)

PLATE NUUBER

634.85

Sheet I of I

STATE OF SOUTH

DAKOTA

1------P_RO_J_EC_T ___ ---I SHEET

Exampl es of ~ / 60'' Chord Line \\/

Clearance Checks /

I

\

BRO 8017(05)


__ _ ___ _____ __ ___ r--Anchor Post or Sl ip Bose ,.,,... ..... ; .· ~

/ -

\

\

I

I

/

./ "-- 120" Diameter _., - ,,, (Per imeter of stub height

_ ___ clearance checks)

PLAN VIEW (Examples of stub height cl ear-once checks>

Top of Anchor Post or Slip Bose~

Chord Line_,./

Ground Line

ELEVATION VIEW GENERAL NOTES:

The top of anchor- posts and sl ip bases SHALL NOT extend above a 60" chor-d line within o 120" diameter- c ir-cle ar-ound the post with ends 4" above the gr-ound.

At locations wher e there is curb and gutter ad jacent to the breakawa,y sign support, the stub height shall be a maximum of 4" above the ground line at the localized area adjacent to the breakaway support stub.

The 4" stub height c l earance is not necessary f or U-channe l lap splices where the support is designed to y ield Cbendl at the base.


s D D 0 T

BREAKAWAY SUPPORT STUB CLEARANCE

July I, 2005

PLATE NUUBER

634.99

Sheet I of I

23

TOTAL SHEETS

32

C: Cl

"C

~I

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~

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ELEVATION VIEW (Cut or Fill Slope Installation)

Excavated Material from Trench

3 DETAIL B

(Typical of All Installations)

Point A

ISOMETRIC VIEW (Ditch Installation)

DITCH INSTALLATION

Grade Spacing

(Ft.)

2% 150 3% 100 4% 75 5% 50


s D D 0 T

CUT OR FILL SLOPE INSTALLATION

Slope Spacing (Ft.)

1 :1 10 2:1 20 3:1 30 4:1 40

6"

6"7 r -=---ir, Ends of Erosion - ---.J.JL..._

Control Wattles

DETAIL C (See General Notes}

PLAN VIEW (Ditch Installation)

SECTION A-A

EROSION CONTROL WATTLE

F ebruory 14, 2020

PLATE NUUBER

734.06

Sheet I of 2

STATE OF SOUTH

DAKOTA

1------PR_O_JE_CT ___ ---I SHEET

BRO 8017(05)


GENERAL NOTES:

At cut or fill slope installations, wattles will be installed along the contour and perpendicular to the water flow.

At ditch installations, point A must be higher than point B to ensure that water flows over the wattle and not around the ends.

The Contractor will dig a 3" to 5" trench,. install the wattle tightly in the trench so that dayl ight can not be seen under the wattle, and then compact the soil excavated from the trench against the wattle on the uphill side. See Detail B.

The stakes will be 1 "x2" or 2"x2" wood stakes, however, other types of stakes such as rebar may be used only if approved by the Engineer. The stakes will be placed 6" from the ends of the wattles and the spacing of the stakes along the wattles will be 3' to 4' .

Where installing running lengths of wattles , the Contractor will butt the second wattle tightly against the first and will not overlap the ends. See Detail C.

The Contractor and Engineer will inspect the erosion control wattles in accordance with the storm water permit. The Contractor will remove, dispose, or reshape the accumulated sediment when necessary as determined by the Engineer.

Sediment removal, disposal, or necessary shaping will be as directed by the Engineer. All costs for removing accumulated sediment, disposal of sediment, and necessary shaping will be incidental to the contract unit price per cubic yard for "Remove Sediment".

All costs for furnishing and installing the erosion control wattles including labor, equipment, and materials will be incidental to the contract unit price per foot for the corresponding erosion control wattle contract item.

All costs for removing the erosion control wattle from the project including labor, equipment, and materials will be incidental to the contract unit price per foot for "Remove Erosion Control Wattle".


s D D 0 T

EROSION CONTROL WATTLE

F ebruory 14, 2020

PLATE NUUBER

734.06

Sheet 2 of 2

24

TOTAL SHEETS

32

.!!1 [i:


0 0 <:'!

•8-32 X ¾" ---..... Slo tted RD. HD. Bolt <Stove Bolt) 2 Washers, I Wosher I Nut

•8-32 X ¾• Slotted RD. HD. Bolt <S t ove Boltl 2 Washers, I Wosher I Nut

¾•- 16 x 5"Hex Bolt 2 Washers, I Lockwosher I Nut

Platform

Shelf

¾" - 16 x 5" Hex Bolt 2 Washers, I Lockwosher I Nut

3/4" - I 6 x ¾" Hex Bolt 2 Washers, I Lockwosher I Nut

H a 39" to 48" n n CAs established b~Stop Sur face U.S. Postal Service)

B Ground line

B 3.5' 3.5' <M in.) <Min,l

GENERAL NOTES: SPACING FOR MULTIPLE POST INSTALLATION

Brocke t

4" x 4" Square or 4" Round Wood Post

Brocket

4" x 4" Square or 4" Round Wood Post

Th,e post suppor t assemblies prov ided should be consistent throuQhout the project. Single and double mailboxes may be in any sequence.

Post support ossemblles shall be one f rom the approved products lis t , o 4"x4" or 4" round wood post, or on a l ternat e post support assembly that meets t he test level 3 crash tes t inQ requirements of NCHRP 350 or MASH.

Alternate mailbox support assemb l ies shal l be approved by the EnQineer prior to installat ion. The Contractor shall provide the EnQineer written cert ification that the mai lbox support assembly has met the crash testinQ requ irements and will be installed in accordance with the manufacturer's installat ion instructions.


s D D 0 T

SINGLE AND DOUBLE MAILBOX ASSEMBLIES

Sef)tember 6. 2013

PLATE NUUBER

900.02

Sheet I of I Published Date: 2nd Dtr. 2020

I

.... 0 1-

::c I-

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,1/l ...... -_, Oo • ::c ~\I!' ~~co

s D D 0 T

UJ - o._

STATE OF SOUTH

DAKOTA

Plotting Date:

1------P_RO_J_EC_T ___ ---I SHEET

BRO 8017(05) 25

5/26/2020

~iL ;i..: z~ :ici 01-Z<I>

-+--+ __ __

(I) Q)

.0 E

LL Q)

...I"' LIJ "' ::I:<( l/l

(I)

.0 :::J 0

0

+ 11

MAILBOX SUPPORT HARDWARE

+ 0: uJ u ... o._

v>z ..JO «-u,-. - ... "-U >-0 1-..J

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• 1/l ... UJ - _J Clo • ::c "'' ;s::-.q-

"' Q)

1--LIJ.o :.:: E u Q)

<( "' cc: "' Cl)<(

<(

-¾, F t1 .i;,

r: ' I ' t ♦

~

l ~~

0 X..J • 1/l ~· - "'

I I

I

U) (I)

::::i:= cc: .0 oE LL (I)

I-"' <( VJ ...1<!: Q.._

<( ~

Morch 31. 2000

PLATE NUUBER

900.03

Sheet I of I

TOTAL SHEETS

32

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The coordinates shown on this sheet are based on local coordinate system The elevations shown on this sheet are based on an elevation of 3302.93 at USGS BM OW 3300

Class A Riprap

11 F. L. Elev. 3301.63

---~-------

j ~

TABLE OF WORKING POINTS W.P. STATION OFFSET

"A" 5+20.51 39.95' LT

"B" 4+95.98 44.27' LT

"C" 5+17.04 25.81' LT

"D" 4+93.42 29.96' LT

"E" 5+05.65 30.04'RT

"F" 4+85.08 26.43'RT

"G" 5+03.21 44.29'RT

"H" 40.18' RT

14' 48'-0"

Inlet 6'-0" = 48'-0"

./ Finished Shoulder

\

\ Finished Shoulder~\

~ I ,I RdlllY <t_

\ Box ulvert \ Sta. 5+11.37

W.P."E"

-------+---

\ ' \

' \

c _, ;;:; f

-----\----

~l \ --.J '

c I """'--------- - - -1- - - -- -

I

' I I ' _.;..;;.;;"""+-......:::"'- \

' \ I ' \

'

W.P."B" --r-

w_p_•o· , I

---1-' , I I Sta. 4+88.96

I W.P. "F"

' I Type B Drainage Fabric Top Limits of Und

I

4'-0" 4'-0"

(See Typical Section on and Undercut Details

Finished Shoulder Elev. 3310. 98

6'-0"

PLAN

(i Finished Grade Elev. 3311.50 Finished Shoulder

Elev. 3310. 96

6'-0"

STATE OF

S.D.

14' Plotting Date:

Outlet

Class A Riprap

W.P."G" 11 F. L. Elev. 3301.18

W.P."H"

Type B Drainage Fabric

4'-0" 4'-0"

PROJECT SHEET TOTAL NO. SHEETS

BRO 8017(05) 26 32

5/26/2020

LEGEND W = Width of Opening

H = Height of Opening

Tl - Thickness of Top Slab

Tb = Thickness of Bottom Slab

Ts = Thickness of Side Wall

Tm = Thickness of Middle Wall

4+79.12 NOTE: The riprap shown is at the centerline

only. See riprap plan for actual riprap.

~ H.W. Elev. 3307.33 ....--r D.H. W. Elev. 3305. 76

11 F. L. Elev. 3301.18

Class A Riprap

- - - -i-Bottom Limits of Undercut - - - -- 11 F. L. Elev. 3301.41 2'-0" Precast Cutoff Wall

Type B Drainage Fabric_/ Type B Drainage Fabric 2'- "Precast (See Typical Section on Notes Cutoff Wall i and Undercut Details Sheet)

CURVE DATA HYDRAULIC DATA

o. 309

A. 83

v. 3.73

DF 309

o,nn 717

QOT'" 1521

Qd = Design discharge for the proposed bridge based on 25 year frequency. El. 3305. 76 QOT = Overtopping discharge and frequency 500 year recurrence interval. El. 3309. 75 location 6+04.53.

P.I N E Del De T L R

QF = Designated peak discharge for the basin approaching proposed project based on 25 year frequency.

0100 = Computed discharge for the basin approaching proposed project based on 100 year frequency. El. 3307.33

6+36.99 11,518.80 9,573.23 54° 29' 52" L 14° 30' 19" 203.43' 375.71' 395.00'

P.I. Sta. 4+24

Elev. = 3310.14 (Finished)

V.C. = 50'

JP.I. Sta. 5+00.00 Elev. = 3312.44 V.C. = 100'

<t. Box

Culv

91 : 3.37'.!:!! - - - _,.__ ~ - _ 92 = 4 08 -- ___ -. %

3" Gravel Surfacing

VERTICAL CURVE DA TA Finished grade is top of asphalt.

8 8 g :2 it Ii)

ELEVATION

s ~ Cl. Cl.p_/_ Sta. 5+80.00

Elev. = 3309.43 (Finished) V.C. = 50'

-OX81-INDEX OF CULVERT SHEETS-

Sheet No. 1 - General Drawing, Apron Details and Quantities Sheet No. 2 - Notes and Undercut Details Sheet No. 3 - Riprap Details Sheet No. 4 - 7' Single Cell Box Culvert End Section Sheet No. 5 - Details of Standard Plate No's. 460.02 & 560.01

EST/MA TED QUANTITIES ITEM

Structure Excavation Box Culvert Box Culvert Undercut

Class A Riorao Type B Drainage Fabric 1 - 21 'Xl' Precast Concrete Box Culvert, Furnish 1 - 21 'Xl' Precast Concrete Box Culvert, Install 1 - 21 'Xl' Precast Concrete Box Culvert End Section, Furnish 1 - 21 'Xl' Precast Concrete Box Culvert End Section, Install

I±:, Quantities based on 8" bottom slab, 13" top slab, and 8" walls

UNIT QUANTITY

Cu. Yd. 179 Cu. Yd. 162

Ton 232.7 Sa. Yd. 191

Ft. 48 Ft. 48

Each 2 Each 2

~ For estimating purposes only, a factor of 1.4 tons/cu. yd. was used to convert Cu. Yd. to Tons. PLANS BY: INTERSTATE ENGINEER/NG, INC.

Class A Riprap

GENERAL DRAWING AND QUANTITIES

FOR

1 - 21' X 7' BOX CULVERT (PRECAST) OVER OLD DAIRY DRAINAGE STA. 5+00.00 STR. NO. 17-434-018 PCN 00Z3

CUSTER COUNTY

10° SKEW LHF SEC. 29-T2S-R8E

BRO 8017(05) HL-93

S. D. DEPT. OF TRANSPORTATION

FEBRUARY 2020 0 OF 0 DESIGNED BY CK. DES. BY DRAFTED BY

AD RB TP BRIDGE ENGINEER


N 00

al co

SPECIF/CA T/ONS

Use South Dakota Standard Specifications for Roads and Bridges, 2015 Edition and Required

Provisions, Supplemental Specifications, and Special Provisions as included in the Proposal.

GENERAL NOTES

Remove Existing (2) 10 x 6 Concrete Box Culvert. The cost for Removal

of the Box Culvert will be paid for under the Incidental work, Structure Bid Item.

~ Design shalf be in accordance with Section 560 of the Specifications with the following

criteria:

"

1. Box culvert and box culvert end section design shall conform to the AASHTO LRFD Bridge

Design Specifications, 2017 Edition.

J 2. Design Live Load: HL-93 and construction loading consisting of one 7'-6ngage axle with

0 a:

re C:

" ,2 t:: :, u

gross weight= 95,850 lbs. The construction load shall not be applied until a minimum of

2 ft. of fill has been placed over the Box Culvert. If other construction loads in excess

of legal load are anticipated by the Contractor, the Contractor shall submit a design analysis

for the anticipated construction loading, through the proper channels, to the Office of Bridge

Design for approval.

3. The box culveri shall be load rated in accordance wfth the AASHTO Manual for Bridge

Evaluation, 2018 Edition with latest Interim Revisions using the LRFR method. The rating shall

include evaluation of the Design HL-93 truck at both Inventory and Operating levels and a

Legal Load rating for the three SD legal trucks (Type 3, 3S2 and 3-2) as well as the notional ~

rating load and four specialized hauling vehicles. The structure shall also be evaluated for ~

the emergency vehicles, EV2 and EV3, at the legal load rating level. All sections of the box

culvert shall rate at HL-93 or better (Inventory Level). The three SD Legal Loads, the

notional rating load, the four specialized hauling vehicles, and two emergency vehicles shall

rate greater than 1. 0 at legal load rating level. Submit Load Rating calculations with the

Design and Check Design calculations or shop plans, as appropriate.

4. The design of the barrel sections shall be based on a minimum fill height of O feet

and include all subsequent fill heights up to and including the maximum fill height

of 5 ft. over the box culvert.

5. Minimum inside coener fillet shall be 6 in.

6. Minimum precast barrel section length shall be 4 ft.

7. Lift holes shall be plugged with an approved nonshrinkable grout.

8. The Fabricator shall imprint on the structure the date of construction as specified

and detailed on Standard Plate No. 460.02.

9. Alternate end section details will be allowed, subject to the approval of the Bridge

Construction Engineer. No additional payment will be made for any change in the barrel/end

section configuration.

10. Installation of the precast sections shall be in accordance with the final approved

shop plans.

11. Care shall be taken when placing sections. Sections shall be only moved using the

lifting holes by approved equipment.

13. Compaction of earth embankment and box culvert backfill material shall be governed by the

Ordinary Compaction method.

DESIGN MIX OF CONCRETE

1. Mix shall be as per fabricator's design, however minmum compressive strength shall

not be less than 4500 p.s.i. at 28 days.

2. Type II cement is required. High sulfate levels are likely to be encountered on this

project. the type of cement shall be either a type V of a type II with 20% to 25% Class

F Modified Fly Ash substituted for cement in accordance with section 605. The

water/Cementitious material ratio shall not exceed 0.45 as defined in section 460.3 C.

FOUNDATION NOTES Subsurface soils consist of the following :

Station Offset Elevation Material Description

4+85 9.0ftRI. 3309.9 - 3307.9 Gravel surfacing

3307.9 - 3299.4 Brown silt clay

3299.4 - 3290.9 Brown clay sand with gravel

5+15 10.0 ft Lt 3309.2 - 3307.2 Gravel

3307.2 - 3300.2 Brown silt clay

3300.2 - 3290.2 Silty sand with gravel

Dewatering will be required for construction of the RCBC.

SHOP PLANS

Groundwater

Elevation

3298.8

3298.9

~ The fabricator shall submit shop plans in accordance with the specifications. Include design

u... and check design, ff applicable, with initial submittal.

I a:

STATE OF

S.D.

PROJECT

BRO 8017(05)

SHEET TOTAL NO. SHEETS

27 32

i------------------------------------""85::..' __________________________________ ..i,lolting Date: 5/26/2020

42'-6"

\ ' \

\

\

l ...__GJ-o- - - - -- - - -- - - - - - - -- - - - - - - - - - -.----------------ei-

~ ~ ~~-~•0000

14'-0"

,-----

I: 13'-0"

' I

UNDERCUT LAYOUT (Bottom Dimensions)

28'-0"

I (i:

Box Culvert I

I ' I

. I . 26'-0"

TYPICAL SECTION (For Limits of Undercut)

FLOW

14'-0"

13'-0"

42'-6"

:I

PLANS BY: INTERSTATE ENGINEER/NG, INC.

N

ESTIMATED QUANTITIES ITEM UNIT QUANTITY

* Box Culvert Undercut Cu. Yd. 162

* For payment, quantity is based on plan shown undercut dimensions and

will not be measured unless the Engineer orders a change.

NOTES AND UNDERCUT DETAILS

FOR

1 - 21' X 7' BOX CULVERT (PRECAST) OVER OLD DAIRY DRAINAGE STA. 5+00.00 STR. NO. 17-434-018 PCN 00Z3

CUSTER COUNTY


BRO 8017(05) HL-93




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"'

0

POINT 1 2

3 4 5 6 7 8

9 10

11 12 13

14 15 16 17 18

STATION 4+93.58 5+02.75 5+09.47 5+19.71 5+24.16 5+22.52 5+17.53 4+96.94 4+-91.82 4+80.71 4+85.37 5+02.51 5+08.96 5+01.26 4+93.45 4+88.73 4+82.17 4+71.61

7'-6"

\

Class A Riprap

)> ~ I RdlllY <t_

\ Box Culvert

~--~~~--"1-~=-:rlt:- ~----1----1 I I I I I I I I I I I I Inlet I

-1---1-----1 I I I I I I I I I I I I I

- ~----1----

)> Type B Drainage Fabric

PLAN

INLET SECTION A-A 40

RIPRAP POINTS OFFSET NORTHING EASTING ELEVATION -49.68 11368.520 9517.134 3304.52 -48.31 11376.671 9517.311 3301.69 -47.17 11382.682 9517.447 3301.69 -45.23 11391.930 9517.655 3301.69 -44.01 11396.047 9518.038 3303.46 -34.37 11396.618 9527.769 3304.46 -35.42 11391.954 9527.658 3301.63 -39.06 11372.959 9527.23 3301.63 -39.80 11368.295 9527.131 3304.46 35.35 11366.106 9603.052 3304.98 36.06 11371.240 9603.201 3301.18 DRAINAGE FABRIC DETAIL 39.08 11390.241 9603.638 3301.18 40.39 11397.457 9603.75 3304.00 58.15 11391.837 9622.689 3303.67 74.22 11385.133 9639.915 3303.67 71.15 11379.203 9637.592 3300.85 67.11 11371.072 9634.459 3300.85 60.98 11358.285 9629.501 3305.03

+00.00 Jev. 3301.41

W.P."E"

- - - - t- - - -+ - - .-.c--,...__,,_,. I I I I I I I I I I I I I Outlet I

- - - -r- - -----i- - -FLOW I I

I I I I I I I I I I

STATE OF

S.D.

Plotting Date:

17'-4"

PROJECT

BRO 8017(05)

5/26/2020

----~--~--~~~~~~~g;~;;j:;~@~~~~W/;:;----➔

Type B Drainage Fabric

VAR. VARIES VAR.

3305 __ _ C]Es.§.~Rjpr~ __ ________ I - -________ L __ _

____________________ I -----------3295 L_ ______________ _j_ ________ --= Type B Drainage Fabric

40 0 OUTLET SECTION B-B

C

"

RIPRAP DETAILS

FOR

SHEET TOTAL NO. SHEETS

28 32

1 - 21' X 7' BOX CULVERT (PRECAST)

EST/MA TED QUANTITIES ITEM UNIT QUANTITY

OVER OLD DAIRY DRAINAGE STA. 5+00.00 STR. NO. 17-434-018 PCN OOZ3


BRO 8017(05) HL-93

& Class A Rinran Ton 232.7 CUSTER COUNTY

Tvoe B Drainaae Fabric Sn. Yd. 101

& For estimating purposes only, a factor of 1.4 tons/cu. yd. was used to convert Cu. Yd. to Tons. PLANS BY: INTERSTATE ENGINEER/NG, INC.




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#4 X 2'-0" (Typ.)

FULL LENGTH TOUNG TO MATCH BARREL GROOVE

io

;...

Match Holes Cast in Apron

#4x5'-0" Bend as Shown

8 ~

(f) 9 c5 N ::, C" w N

SECTION CUTOFF WALL

'----.!

I 01

1 1/4" TIE BOLD HOLE

CORNER DETAIL N.T.S.

FULL LENGTH TOUNG AND GROOVE JOINT

(18 REQ:RE:D 1 ---"'

6' -0" 4'-0" 4'-0" SECT.1 SECT. 2

14' -0" SECT. 3

SIDE VIEW

4"

TYPICAL JOINT DETAIL

7' SINGLE CELL BOX CULVERT SLOPED END SECTION

Cutoff Wall (Cast-in-Place or Precast}

STATE OF

S.D.

Plotting Date:

PROJECT

BRO 8017(05)

5/26/2020

7' SINGLE CELL BOX CULVERT END SECTION

FOR

1 - 21' X 7' BOX CULVERT (PRECAST) OVER OLD DAIRY DRAINAGE 10° SKEW LHF STA. 5+00.00 SEC. 29-T2S-R8E STR. NO. 17-434-018 BRO 8017(05) PCN 00Z3 HL-93

CUSTER COUNTY



AD RB __ T~P--~---~------1 BRIDGE ENGINEER

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¾" 1¼"

Year Plate See Note 2 (c)

17"

2½" 1" 2½" 1" 2 ½" 1" 2 ½"

g (OJ PLACE PLACE

l,APPROPRIA TE APPROPRIATE

NUMBER NUMBER

HERE HERE

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

box culverls and bridges. The year plates shall be constructed in reverse and attached to Iha fonns in such a manner that the finished imprint in the concrete does not exceed one-half()',) inch in depth.

2. Year plates shan be located on structure (s) as follows:

1 ¼"

a. On cast-in-place box culverts the year plates shall be four and one - half (4 ½) inches below the top of the upstream parapet wall and centered laterally on the upstream face. On precast box culverls the year plate shall be centered laterally on the upstream face of the top slab. Where an extended interior wall interferes with this locetion, the year plate shall be centered in an adjacent barrel.

b. On bridges with six (6) inch curbs or "Jersey" shaped barriers with no

¾"

endblocks, 1he year plate shall be centered vertically on the curb face approximately 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 centered on the upper sloped portion of the barrier approximately 5'- 6" from the end of the bridge, or as designated by the Engineer. There shall be one year plate at each end of the bridge on opposite sides.

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

3. There will be no separate measurement or payment made for year plates on box culverls and bridges. All costs for /his work shall be incidental to other contract itams.

End Bridge

;,;,.

;,;,.

1-: &:

' ;,;,.

;,;,.

Year Plate See Note 2 (c)

JERSEY BARRIER (With Endblock) JERSEY BARRIER TYPE S CURB

Published Date: 2nd Otr. 2020

s D D D T

YEAR PLATE DETAILS

June 26,2012

PLATE NUUBER

460.02

Sneer I Of I

It Hole

I

STATE OF

S.D.

Ploltin Date:

16" 16"

•~Mm

2" long 1 ½" ¢ (nominal pipe size) double extra strong pipe sleeve or approved equal. (Typ.)

-.: •

· ·. :

. :·:.

32" (Adj. ± 1 ½" Min.)

TIE BOLT ASSEMBLY

GENERAL NOTES: 1. All holes for tie bolts shall be cast-in-place, 16 inches from

outside edge of joint. Cast in inserls or sleeves, 1f used, shall be made of a corrosion resistant material.

2. Ties shall be 1 inch <1l and confonn to the requirements of ASTM A36, ASTM A307, or ASfM F1554, Gr. 36. Nuts shall be heavy hex in conformance with ASTM A563. Washers shall confonn to ASTM F436, Type 1. The welded pipe sleeve shall conform to ASTM A53, Grade B.

3. Welding and weld inspection shall be in confonnance with AWS/ANSI D1. 1 - (Current Year) Structural Welding Code - Steel.

4. Tie Bolt Assembly shall be galvanized in accordance with ASTM A 153 or ASTM F232g as applicable.

5. Tie Bolt Assembly details may vary from that shown, but alternate tie bolt assemblies are subject to testing to demonstrate equal strength. Submit details, through proper channels, to the Office of Bridge Design for approval.

6. All costs for furnishing and installing the precast box culVerl tie bolt assembly shall be incidental to the contract unit price per Foot for "Precast Concrete Box Culvert, Furnish ".

PROJECT SHEET TOTAL NO. SHEETS

BRO 8017(05) 30 32

512612020

It Hqle

Ii

. I

Morch 21, 2016

PLATE NUUBER

560.01

Published Date: 2nd Otr. 2020

s D D 0 T

PRECAST BOX CULVERT TIE BOLT ASSEMBLY DETAILS

Steel I of I

1 - 21' X 7' BOX CULVERT (PRECAST) STR. NO. 17-434-018

FEBRUARY 2020 G)oFG)

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STATE OF SOUTH

DAKOTA

Plotting Date:

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Transcript of apps.sd.govapps.sd.gov/HC65C2C/EBS/lettings/electronicplans/... · 1 August 5, 2020 0 0 c:'! r .....