STATE OF SOUTH DAKOTA [I -------------------...

5March 4, 2020

HARDING PERKINS

BUTTE

f--------.---__j MEADE

PENNINGTON

CUSTER JACKSON

OGLALA FALL RIVER LAKOTA

BENNETT TODD

STORM WATER PERMIT

Major stream: Oak Creek Area disturbed: 0.3 acres Total project area: 4.5 acres

BROWN

EDMONDS

FAULK

SPINK

BEADLY

Project Location

MARSHALL ,....,

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DAY

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O~G CLARK cP

DEUEL

STATE OF SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION

Plans for Proposed

PROJECT P TAPR (02) STANDING ROCK SIOUX TRIBE

CORSON COUNTY BEAR SOLDIER SOUTH LIGHTING IMPROVEMENTS

PCN 04QG

- -~

Jl1 I I I I I I I I I I

Existing Multi-use Trail

~7 I I Begin Project Sta 10+00 I I Intersection of All Nations

---_jl Street and Multi-use Trail

I I I I I I

R26E I R27E

Mc LAUGHL N POP. 77

End Project Sta 50+20 Where asphalt trail becomes concrete sidewalk.

8

___ \ _____ _

T22N

T21N

N

~ STATE OF PROJECT

DAKOTA p TAPR (02)

SHEET NO.

01

TOTAL SHEETS

30 [I SOUTH

-------------------1 n t erst ate Engineering, Inc

INDEX OF SHEETS Sheet No. 01 Sheet No. 02

Sheet No. 03-05 Sheet No. 06 Sheet No. 07-09 Sheet No. 10 Sheet No. 11 Sheet No. 12-19 Sheet No. 20-30

Title and Index Sheet Estimate of Quantities and Environmental Commitments General Notes Table of Conduit and Cable Quantities Conduit Layout Wiring Diagram Traffic Control Standard Plates Cross Sections

PROJECT NUMBER/DESCRIPTION NET MILES

Bear Soldier South Multi-use Trail 0.761

FOR BIDDING PURPOSES ONLY

SUMMARY OF QUANTITIES Bid Item

Item Description Unit Total Quantity Number

009E0010 Mobil ization LS Lump Sum 110E6230 Remove W Beam Guardrail for Reset Ft 40 250E0010 Incidental Work LS Lump Sum

630E2110 Beam Guardrail Post and Block Each 7 630E5160 Reset W Beam Rail Ft 40

634E0110 Traffic Control Signs SqFt 125.5 634E0120 Traffic Control, Miscellaneous LS Lump Sum

634E2000 Longitudinal Pedestrian Barricade Ft 310

635E0025 Breakaway Base Luminaire Pole with Arm, 25' Mounting Height Each 31 635E3700 Roadway Luminaire, LED with Photoelectric Cell Each 31 635E5020 2' Diameter Footing Ft 186 635E5301 Type 1 Electrical Junction Box Each 1 635E8120 2" Rigid Conduit, Schedule 40 Ft 3900 635E8220 2" Rigid Conduit, Schedule 80 Ft 47 635E9014 1/C #4 AWG Copper Wire Ft 8394 635E9016 1/C #6 AWG Copper Wire Ft 4197 635E9710 2/C #10 AWG Copper Pole and Bracket Cable Ft 1085

730E0204 Type C Permanent Seed Mixture Lb 6 732E0100 Mulching Ton 0.7 734E0154 12" Diameter Erosion Control Wattle Ft 300 900E1080 Oranoe Plastic Safetv Fence Ft 200

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, EN DANGERED, AND PROTECTED SPECIES

COMMITMENT 82: 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 sighti ng can be reported to USFWS.

COMMITMENT E: STORM WATER

Construction activities constitute less than 1 acre of disturbance.


At a minimum and regardless of project size, appropriate erosion and sediment control measures must be installed to control the discharge of pollutants from the construction site.

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.


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 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.

~ STATE OF PROJECT

DAKOTA p TAPR (02)

SHEET NO.

02

TOTAL SHEETS

30 [I SOUTH


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.


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. SD DOT 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.


SPECIFICATIONS

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

SUBMITTALS

The Contractor shall submit shop drawings and catalog cuts in accordance with Section 985 of the Specifications.

All submittals shall be submitted to Interstate Engineering, Inc., 2610 Old Red Trial , Suite B/PO Box 1254, Mandan, ND 58554, and John Less with the South Dakota Department of Transportation , john. [email protected]. us.

UTILITIES

Notice to utilities shall be given by the Contractor. This notice shall state his contemplated starting date, construction schedule and areas to be disturbed. South Dakota One Call - 1-800-781-7474.

Utilities known to exist in the project area include:

Mclaughlin Municipal Electric PO Box 169 Mclaughlin , SD 57642 (605) 823-4428

Moreau-Grand Electric Coop PO Box 8 Timber Lake , SD 57656 (605) 865-3511

Century Link 1802 E Dakota Pierre, SD 57501 (605) 610-1484

West River Telephone PO Box 467 Hazen, ND 58545 (701) 7 48-2211

This list is not meant to be inclusive and other utilities may exist within the project area. The Contractor is required to give 48 hour notice to all utilities within the project area of pending construction . Existing utilities may exist at locations not shown on the plans.

SEQUENCE OF OPERATIONS

1. Install traffic control signing. 2. Install erosion control wattles . 3. Install footings, luminaries, junction box, conduit and wiring. 4. Install seeding. 5. Install mulching. 6. Remove traffic control signing.

GUARDRAIL

Guardrail between Sta. 49+25 and Sta. 49+65 may need to be removed to facilitate installation of the conduit and shall be reset in accordance with section 630 of the Specifications and Standard Plate 630.10.

All costs to remove Guardrail shall be incidental to the contract unit price per foot for "Remove W Beam Guardrail for Reset". All costs to reset Guardrail shall be incidental to the contract unit price per foot for "Reset W Beam Rail" and "Beam Guardrail Post and Block".

Any guardrail damaged by the Contractor shall be replaced by the Contractor at his own expense.

INCIDENTAL WORK

Incidental work includes, but is not limited to, the restoration of all disturbed areas to the satisfaction of the Engineer.

TRAFFIC CONTROL, MISCELLANEOUS

One-week prior to construction , the Contractor shall publish in the local newspaper and arrange for a public announcement on the local radio station notifying the general public of the construction schedu le.

The Contractor shall assume any and all liability for damage resulting from the neglect or failure to safeguard pedestrian and highway traffic or property. The Contractor shall maintain pedestrian and vehicle traffic and accesses to homes and furnish assistance to traffic, if required , at all times.

This work shall be pa id for at the contract lump sum price for 'Traffic Control, Miscellaneous."

FERTILIZING

Application of fertilizer will not be required on this project.

PERMANENT SEEDING

The areas to be seeded comprise of all newly disturbed areas within the project limits except for the top of roadways.

~ STATE OF PROJECT SHEET

DAKOTA p TAPR (02) 03 [I SOUTH NO. TOTAL

SHEETS

30

Interstate Engineering, Inc 1, 11 ..: ,,,, , ,,,, ''"t,;

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Type C Permanent Seed Mixture shall consist of the following : ,,,,,,,,,,111 ,.,,,,,,,,

Grass Species

Western WheatQrass Canada Wildrye

Variety

Flintlock , Rodan, Rosana

Mandan

Total :

Pure Live Seed (PLS) (Pounds/Acre)

16

2

18

All costs associated with permanent seeding shall be incidental to the contract unit price per pound for "Type C Permanent Seed Mixture".

EROSION CONTROL WATTLE

Erosion control wattles for restraining the flow of runoff and sediment shall be installed at locations determined by the Engineer during construction . Refer to Standard Plate 734.06 for details.

The Contractor shall provide certification that the erosion control wattles do not contain noxious weed seeds.

Erosion control wattles shall remain on the project to decompose.

The erosion control wattle provided shall be from the approved product list. The approved product list for erosion control wattle may be viewed at the following internet site :

http ://sddot.com/busi ness/certification/products/Def au It.as px

ORANGE SAFETY FENCE

A 200 ft quantity of orange safety fence has been included in the Estimate of Quantities for use as temporary traffic control. Orange safety fence shall be installed around all unattended areas where there is a potential tripping or falling hazard to pedestrian traffic.

Note: orange safety fence is not intended for use adjacent to pedestrian walkways. Detectable barricades must be used adjacent to pathway.

All costs associated with furnishing and instal ling the orange safety fence shall be incidental to the contract unit price per foot for "Orange Plastic Safety Fence".


LONGITUDINAL PEDESTRIAN BARRICADE

Longitudinal pedestrian barricades should not be used to provide positive protection for pedestrians.

To prevent any tripping hazard to pedestrians, ballast will be located behind or internal to the device.

When longitudinal pedestrian barricades are combined in a series, the maximum gap between devices that do not interlock will be one inch. Joints between devices that do interlock will be closed and flush to prevent canes or small wheels from being trapped and to facilitate safe hand trailing. When used as a sidewalk closure mechanism, longitudinal pedestrian barricade must run the entire width of the sidewalk. Longitudinal pedestrian barricade should provide a color contrasting pattern. Black should not be used to color any base on a device. The devices should comply with the general color and stripe pattern requirements of Section 6F.68 of the MUTCD.

Longitudinal pedestrian barricade will have continuous bottom and top surfaces. The top surface will be smooth to allow safe hand trailing. Both upper and lower surfaces will share a common vertical plane.

All costs will be incidental to the contract unit price per foot for "Longitudinal Pedestrian Barricade".

~ STATE OF PROJECT SHEET

DAKOTA p TAPR (02) 04 [I SOUTH NO. TOTAL

SHEETS

30 FOR BIDDING PURPOSES ONLY

FOOTING DATA

Subsurface conditions within the vicinity of the project consists of brown silt clay to silt sand. Borings conducted in October of 2005 to the north of this project were dry and remained open to depth greater than 6 feet.

During construction of the cylindrical footing, concrete placement operations should closely follow excavation procedures. The longer the excavations are left open the more likely caving may occur. If caving soils are encountered during excavation , casing may be required to construct the cylindrical footings.

Concrete shall not be dropped through standing water. If water is present in the excavation , it shall be removed prior to concrete placement or the concrete shall be tremied or by means of casing.

TABLE OF FOOTING DATA

Site Designation

L 1-L31

Footing • Footing ** Spiral Diameter Depth Diameter

2'-0" 6'-0" 1 '-8"

*

**

Footing depth shall be below ground level

The size of all spirals shall be #3

SUPPL YING AS BUil T PLANS

** Spiral Length

39'-9"

Vertical Reinforcement

8 - #7 X 5'-6"

If the roadway lighting system is constructed differently than what is stated in the plans, the Contractor shall supply as built plans to the Engineer and a copy shall be sent to the Traffic Design Engineer. The as built plans may include conduit layouts, wiring diagrams, or other drawings depicting the changes from the original plans.

LUMINAIRES AND POLES

Luminaire poles shall have a 25 ft . mounting height with 6 ft. arm.

Luminaires shall be LED, medium, semi-cutoff, type II.

The accepted design for the luminaires shall provide 2.0 and greater average maintained foot-candles and a uniformity ratio (average maintained to minimum maintained foot-candles) of 3:1 and less using the following parameters:

Setback: -6.0 Ft. Lamp Loss Factor (LLF):0.80 Width of Lighted Area: 1 O Ft. Spacing: 125 - 130 Ft.

LIGHTING NOTES

Configuration: Mounting Height:

One-Sided 25 Ft. 140W LED, 15,600 delivered Lumens

The following luminaire meets the requirements for this design:

a) American Electric: Test No. ATB2 40BLEDE10 MVOL T R2 LED, Medium, semi-cutoff, Type II

LIGHTING PROTECTION

All luminaire poles shall be equipped with industrial lighting arrestors compliant with current NEMA and UL Standards for lighting arrestors. Cost for ground rods and lighting arrestors shall be incidental to the contract unit price per each for Breakaway Base Luminaire Pole with Arm, 25' Mounting Height.

WIRE SPLICING FOR LIGHTING

All wire splices for lighting shall be made using TE Connectivity GTAP connectors , NSI Industries Polaris Blue Connectors, or approved equal.

Contact Tribal Street Maintenance for access to existing roadway lighting feed point.

~ STATE OF PROJECT

DAKOTA p TAPR (02)

SHEET NO.

05

TOTAL SHEETS

30 [I SOUTH

-------------------1 n t erst ate Engineering, Inc ,,,,,, .... ~ ... ,,,,,,

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TABLE OF CONDUIT AND CABLE QUANTITIES BEAR SOLDIER PATHWAY

RIGID CONDUIT COPPER WIRE

Sch. 40 Sch. 80 1/C 1/C 2" 2" #4 #6

LOCATION TO LOCATION AWG AWG Ft Ft Ft Ft

J1 L1 105 254 127

L1 L2 130 276 138

L2 L3 130 276 138

L3 L4 130 276 138

L4 LS 130 276 138

LS L6 130 276 138

L6 L7 130 276 138

L7 LS 130 276 138

LS L9 130 276 138

L9 L10 130 276 138

L10 L11 130 276 138

L11 L1 2 130 276 138

L12 L13 130 276 138

L13 L1 4 130 276 138

L14 L 15 130 276 138

L15 L16 130 276 138

L16 L17 130 276 138

L17 L18 130 276 138

L18 L19 130 276 138

L19 L20 130 276 138

L20 L2 1 130 276 138

L21 L22 130 276 138

L22 L23 95 47 276 138

L23 L24 125 266 133

L24 L25 125 266 133

L25 L26 125 266 133

L26 L27 125 266 133

L27 L28 125 266 133

L28 L29 125 266 133

L29 L30 125 266 133

L30 L31 95 206 103

TOTAL: 3900 47 8394 4197

~ STATE OF t---PR_O_J_E_C_T __ ... [I SOUTH

SHEET NO.

TOTAL SHEETS

DAKOTA p TAPR (02) 06 30 ----------------------1 Interstate Engineering, Inc

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~ STATE OF PROJECT SHEET NO.

TOTAL SHEETS

CONDUIT LAYOUT ---~ [I SOUTH DAKOTA p TAPR (02) ------------------...

Interstate Engineering, Inc 07 30

NOTE 1: INTERCEPT EXISTING CIRCUIT #3 ADJACENT THE EXISTING LIGHT POLE. PULL BACK EXISTING CONDUCTORS FOR SPLICING INSIDE NEW JUNCTION BOX. PROVIDE NEW #2 AWG CONDUCTORS FROM JUNCTION BOX SPLICE TO EXISTING LIGHT FIXTURE. ALL COSTS ASSOCIATED WITH MAKING THE CONNECTION TO THE EXISTING CIRCUIT AND RECONNECTING EX ISTING LUMINAIRE SHALL BE INCIDENTAL TO THE CONTRACT UNIT PRICE PER EACH FOR "TYPE 1 ELECTRICAL JUNCTION BOX".

EXIST! NG FEED POINT IS APPROXIMATELY 600 FEET WEST AND 100 FEET NORTH OF NEW JUNCTION BOX LOCATION.

f: ii 11 I 11 I

l NOTE 1 I

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SD 63 R/W

_/ "'-----

BEAR SOLDIER PATHWAY

/ HOUSING R/W

L1 STA. 11+25 7.5'RT

KEY

-

• .

G G 8 (i)

® El

ESITMATE OF QUANTITIES

ITEM QTY UNIT

TRANSFORMER BASE LUMINAIRE POLE W/6' ARM 31 EACH 25' MT HT (L 1-L31)

ROADWAY LUMINAIRE, LED W/15,600 DELIVERED LUMENS 31 EACH TYPE R2, 140 WATTS (L1-L31)

2' DIAMETER FOOTING FT (L1-L31) 186

1/C #4 AWG COPPER WIRE 8394 FT

1/C #6 AWG COPPER WIRE 4197 FT

2/C #10 AWG COPPER POLE AND BRACKET CABLE 1085 FT

2" RIGID CONDUIT, SCHEDULE 40 3900 FT

2" RIGID CONDUIT, SCHEDULE 80 47 FT

TYPE 1 ELECTRICAL JUNCTION BOX (J 1)

1 EACH

I - - - - - - -x- - - -x- - - - -x- _x

STA. 12+55 7.5'RT

- L3

STA. 13+85 7.5'RT

CONSTRUCTION CENTERLINE REFERENCED IS FROM THE CENTER OF THE EXISTING 8' PATH.

0

9 l()

_ _.-:,'---- - ----STA. 15+15 7.5'RT

-.........._ ___ ------------------ -------- -------


I _x

0 0 + "'

LS ---__:,~ .,...1e-+45- --

7.5'RT

30' 15' 0 30' ~ STATE OF PROJECT SHEET

NO. TOTAL

SHEETS

CONDUIT LAYOUT - -- - GO'[I SOUTH DAKOTA p TAPR (02) .__ ____ .._ __________ .... ___ ..... Interstate Engineering, Inc

08 30

L6 - ---- _ SIA 17+75

7.S'RT


/ HOUSING R/W

L7 - ---,--- ___ s 19+os ____ _

/ 7.S'RT

0 0 + 0 N

LS --- ~ TA~ 2(;-F3"----

7.S'RT

0

oo

SD 63 R/W CONSTRUCTION CENTERLINE REFERENCED IS FROM THE CENTER OF THE EXISTING 8' PATH.

PATHWAY R/W

L13 STA. 26+85 7.S'RT / L14

STA. 28+15 7.S'RT

SD 63 R/W


L15 STA. 29+45 7.S'RT

I 9 STA. 21+65 7.S'RT

L16 STA. 30+75 7.S'RT

L10 STA. 22+95 7.S'RT

L17 STA. 32+05 7.S'RT

L11 STA. 24+25 7.S'RT

0

S? lO N


0

0 L 18 STA. 33+35 7.5'RT

L19 STA. 34+65 7.5'RT

0 0

/ SD 63 R/W

CONDUIT LAYOUT

PATHWAY R/W

L20 STA. 35+95 7.5'RT


L21 STA. 37+25 7.5'RT

CONSTRUCTION CENTERLINE ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~--REEEBEl:,ICEDJ.,;:w:~tll/Lu::u::....._~~~~~~___,.

L25 STA. 42+35 7.5'RT

L26 STA. 43+60 7.5'RT

PATHWAY R/W

L27

0 0

l!1 <r

STA. 44+85 7.5'RT


CENTER OF THE EXISTING 8' PATH.

L28 STA. 46+10 7.5'RT

L29 STA. 47+35 7.5'RT

- PROJECT SHEET TOTAL - STATE OF .._ __ ...;......;.. __ --I SHEETS - - DAKOTA p TAPR (02) 09 30 [I SOUTH NO. - -

L23

0 0

0

"

STA. 39+85 7.S'RT

L30 STA. 48+60 7.5'RT

0 0

L..----'--------'--;.;...------1 Interstate Engineering, Inc

L24 STA. 41+10 7.5'RT


SCHEMATIC LEGEND . ~ LUMINAIRE WITH INTEGRAL PHOTOCELL

0 LIGHT STANDARD

FUSE (10 AMP, TIME DELAY FUSE)

LIGHTING CIRCUIT #3 PHASE "A" CONDUCTOR LIGHTING CIRCUIT #3 PHASE "B" CONDUCTOR EQUIPMENT GROUND CONDUCTOR

LUMINAIRES ARE OPERA TING AT 240 VOLTS

• i i

EXISTING LIGHT STA.10+22,

100' LT

!r--------!1

j I !I --. I ! I ! I ! I 11 j I . I ! I · 1 • !1 . I

!1 JUNCTION ·- ·- ·- ·- ·:'.J I BOX- J1 I i STA. 10+22,

______ J i 14.0' LT

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

EXISTING LIGHT ! I 11

STA. 10+22, j I 10' LT · 1

1,

• i i

WIRING DIAGRAM BEAR SOLDIER PATHWAY

• • • • • • i i i i i i i i i i ! i

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

• • • • • • i i i i i i i i i i i i

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

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~ STATE OF PROJECT

DAKOTA p TAPR (02)

SHEET NO.

10

TOTAL SHEETS

30 [I SOUTH

---------------1 n t erst ate Engineering, Inc

• 8 (TYPICAL)

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Bear Soldier South

/]) CD_, -0-0 r SD Highway 63 CD -u-

P(D PG) CD_a_

ITEMIZED LIST FOR TRAFFIC CONTROL SIGNS

CONVENTIONAL ROAD

SIGN SIGN DESCRIPTION NUMBER SIGN SIZE

SQFT SQFT

CODE PER SIGN

W20-1 ROAD WORK AHEAD 5 48" X 48" 16.0 80.0 W21-1 WORKERS (symbol) 2 48" X 48" 16.0 32.0 G20-2 END ROAD WORK 3 36" X 18" 4.5 13.5

-

CONVENTIONAL ROAD 125.5 TRAFFIC CONTROL SIGNS SQFT

0 9

McLaughlin

LONGITUDINAL PEDESTRIAN BARRICADE (10' PER WORK SPACE)

CD

0

0

SHEET NO.

11

(48" X 48") Road Work Ahead Post Mounting

END ROAD WORK

(36" X 18") End Road Work Post Mounting

(48" X 48") Workers Symbol Post Mounting

TOTAL SHEETS

30 FOR BIDDING PURPOSES ONLY

{-+I

TOP VIEW

Align Face of Rail with the Face of Curb at Base of Curb

6"x8"x6'-0" Wood Post

Face of Rail--:. ~ ~ ,_..~-----l-6"x8"x14" TRANSVERSE SECTION (Guardrail at Curb and Gutter)

~~ I ~ u

Wood Blackout

%" diameter hole through post and blackout.

* See Standard Plate 630.99

** 2" asphalt concrete or as specified in the plans. ~ IT t ~

* ~ ..- *** The cross slope will be as specified in .ti. the plans; however, the cross slope will

Installation Line-3'-6" (Min.)

not be steeper than a 10: 1 slope. ***Slope

Granular Material

See Standard Plate 630.96 for ~ leave-out and backfill requirements.

---~

Subgrade Surface

GENERAL NOTES: TRANSVERSE SECTION

Asphalt concrete will be the same type used elsewhere on the project or will be as specified in the plans. If asphalt concrete is not specified in the plans, the asphalt concrete will conform to the Specifications for "Asphalt Concrete Composite".

Granular material will be the same type used elsewhere on the project or will be as specified in the plans. If granular material type is not specified in the plans, the material will conform to the Specifications for "Base Course". The granular material will be placed the same thickness as the mainline surfacing or as specified in the plans.

Topsoil is not shown In the transverse section drawing.

All W beam rail will be Type 1 and Class A (12 Ga.) unless specified otherwise in the plans.

W beam rail section lengths may be 12'-6" and/or 25'-0". The combination of section lengths used will be compatible with the total length of rail per site as shown In the plans.

Slots in the rails will be provided as specified in the plans and by the manufacturer. A drilled hole through the rail is not allowed as a replacement for a slot. If the Contractor must create a slot, a cutting torch or plasma cutter Is not allowed. The slot edges will be smooth and free of burrs or notches.

The top of post and top of block will have a true square cut. The top of block will be a maximum of± ~ inch from the top of the post. September 14. 2019

Published Date: 4th Dtr. 2019

s D D 0 T

W BEAM GUARDRAIL PLATE NUl,IBER

630.10

Sheet I of 5

/

%"x18" Button Head Post Bolt

~ STATE OF PROJECT

DAKOTA p TAPR (02)

SHEET NO.

12

TOTAL SHEETS

30 m SOUTH

-------------------1 n t erst ate Engineering, Inc Revised 12/1 7/19

Wood Post

EXPANDED ISOMETRIC VIEW AT MIDSPAN OF W BEAM GUARDRAIL

/

EXPANDED ISOMETRIC VIEW OF DOUBLE (NESTED) W

BEAM GUARDRAIL AT MIDSPAN (For Information Only, Not to Scale)

Published Date: 4th at,. 2019

s D D 0 T

W BEAM GUARDRAIL

September 14. 2019

PLATE NUJ,JBER

630.10

Sheet 2 of 5


12'-6" or 25'-0"

6'-3" Post Spacing (Typ.) •I

.

~ Rail

Splice

. . - -

I ' I '

Finishe~ Surface_} 0 r Ground Line

~ Post

Bolt Slot

I

I ' I

ELEVATION VIEW (6'-3" Post Spacing)

12'-6" or 25'-0"

1: 3'-1Y:!" Post Spacing (Typ.)

~ Rail

Splice I

. 0 ,o

0 0

' I I '

. . Finished Surface or Ground Line

1: ~

Rail ~ Post Splice

I Bolt Slot

. .

. 0

1 ' I :

. . Finished Surface or Ground Line

I ' I ' I

~ ~ Post Post

Bolt Slot Bolt Slot

T

I ' I

ELE VATIONVIEW (3'-1Yz" Post Spacing)

12'-6" or 25'-0"

T

I ' I

1'-6%" Post Spacing (Typ.)

~ ~ ~ Post Post Post

Bolt Slot Bolt Slot Bolt Slot

I I ' ' I I ' ' I I

ELEVAT ION VIEW (1'-6%" Post Spacing)

I ' I ' I


s D D 0 T

Splice

. . . . - -

1 ' I ' I

:1 ~

Rail Splice

I

. . 0 ,- 0

0 0

rT""

' I I '

:1 ~

Rail Splice

I

. . . . .. . 0

' I I

I '

W BEAM GUARDRAIL

Lap rail in direction of adjacent traffic.

The p ost bolt should be pl aced in the center

ontally and vertically) slot. (Typ.)

(horiz of the


e Th post bolt should be p (hori ofth

laced in the center zontally and vertically) e slot. (Typ.)


September 14. 2019

PLATE NUl,IBER

630.10

Sheet 3 of 5

~ Rail

Splice '

6~" (Typ.) .. I 2%2"x1 >fi" Splice~ Bolt Slot (Typ.)

3'-714°'

3'-1Y:!" I

~ STATE OF PROJECT SHEET TOTAL [I SOUTH NO. SHEETS DAKOTA P TAPR (02)

':':::-:::::::-:'""::---:----:-~-L......!.;;13~.L......:3~0_J Interstate Engineering, Inc Revised 12117119

13'-6Y:!" (12'-6" Rail) 26'-0~" (25'-0" Rail)

6'-3" Post Bolt Slot Spacing (Typ.)

%"x2Y:!" Post Bolt

Slot (Typ.)

12'-6" or 25'-0"

12'-6" OR 25'-0" W BEAM RAIL (6'-3" Post Spacing)

13'-6Yz" (12'-6" Rail) 26'-0Yz" (25'-0" Rail)

3'-1Yi" Post Bolt Slot Spacing (Typ.)

~ Rail

Splice '

4~" {Typ.) ; w I .. 2" {Typ.) "":!Ji,. 4~" (Typ.)

3'-7%"

3'-1Y:!" I

~ Rail

Splice

%"x2Yi" Post Bolt

-------- Slot (Ty;~ -......___

~ Rail

Splice

6~" {Typ.) .. I I '\. _ . '\. 12'-6" or 25'-0"

2%2"x1 >fir-" <--S-pl-ice'-~,------~~~~~------4Y.,--4"- (-Ty_p_.)__J.II W I .. 2" (Typ.)

Bolt Slot (Typ.) 12'-6" OR 25'-0" W BEAM RAIL -~ ~1 .. 4~" (Typ.) (3'-1 Yz" Post Spacing) --I I-

2'-1"

1'-6%"

~ Rall

Splice

6~" {Typ.). I 2%2"x1 >fi" Splice~ Bolt Slot (Typ.)


13'-6Y:!" (12'-6" Rail) 26'-0Yz" (25'-0" Rail)

1'-6%" Post Bolt Slot Spacing {Typ.)

%"x2Y:!" Post Bolt

Slot (Typ.)

12'-6" or 25'-0"

12'-6" OR 25'-0" W BEAM RAIL (1'-6%" Post Spacing)

s D D 0 T

W BEAM GUARDRAIL

2'-1 "

1'-6%"

~ Rail

Splice

4~" (Typ.) ; w I • 2" (Typ.) -~ .. 4~" {Typ.)

September 14. 2019

PLATE NUJ,JBER

630.10

Sheet 4 of 5


~ "' -<£>

-;;;: .:!:!.. ~ N

~ "'

Sheet I ~6 ..

Thickness

SECTION THROUGH WBEAM RAIL

W Beam Rail Adjacent Traffic Direction

PLAN VIEW {Lap Splice)

1~" (Splice) 18" (Post)

Oval Shoulder

1~s" or 1~s"

SPLICE BOLT AND POST BOLT (%" Button Head Bolt)

1" Dia. X~5" Deep recess on one or both sides

(At lap splices, the recess will be placed against the steel rail.)

~---------1Ye.. r ~1\"

o/s" Dia.

WASHER {The washer will be placed between the back side of wood post and the recess nut, see sheet 1 and 2.)

Steel Beam Rail

(Lap rail in direction of adjacent traffic.) (8 splice bolts and 8 recess nuts per

splice, NO washers)

The post bolt should be placed In the center (horizontally and vertically) of the slot.


s D D 0 T

SECTION VIEW ( At Post Bolt)

W BEAM GUARDRAIL

September 14. 2019

PLATE NUl,IBER

630.10

Sheet 5 of 5

The signs i ll ustrated ore not required if the work space is behind a barrier , more than 2 feet behind the curb, or 15 fee t or more from the edge of any roadway.

The signs illustrated shall be used where there are dist racting situations; such os: vehlcles parked on shoulder, vehicles accessing the work site via the highway, and equipment traveling on or crossing the roadway to perform work operations.

The ROAD WORK AHEAD sign may be replaced with other appropriate s igns, such as the SHOULDER WORK s ign. Th e SHOULDER WORK sign may be used for work adjacent to the shou lder.

• If the work space is on a divided highway, on advance warning sign should also be p laced on the left s ide of t he directional roadway.

For shor t t erm. short durat ion, or moblle operations, 011 signs and channelizing devices may be eliminated if a vehicle with on ac t iva t ed f lashing or revo l ving yellow light is used.

• ( t)

• ( t)

~ STATE OF PROJECT

DAKOTA p TAPR (02)

SHEET NO.

14

TOTAL SHEETS

30 [I SOUTH

-------------------1 n t erst ate Engineering, Inc Revised 12/17/19

Post ed Spacing of Speed Advance Warning

Prior to Signs Work (Feet)

(M.P.H.l (Al 0 - 30 200

35 - 40 350 45 - 50 500

55 750 60 - 80 1000

<(

April 15. 2015


s D D 0 T

GUIDES FOR TRAFFIC CONTROL DEVICES WORK BEYOND THE SHOULDER

PLATE NUJ,JBER

634.01

Sheet I Of I


6' t o 12'

RURAL DISTRICT

• E :J E

·c= ~ u,

E E :J E :J

c E ·c=

~ ::::!: u, r--

URBAN DISTRICT

Walkway

/·:· -.~·-··.·

• I f the bott om of supplementa l p lat e Is mounted lower than 7 feet above a pedestrian wa lkway, the supplemen t al plate should no t projec t more t han 4" Into the pedestrian focllity.

..... ' .·-~ ·. -

6' t o 12'

RURAL DISTRICT WI TH SUPPLEMENTAL PLATE

6' Minimum

... ... ·•···

RURAL DISTRICT 3 DAY MAXIMUM

E :J E

E E :J :J c E E ~ ·c= :~ u, ~ ::::!: r--v

Si gn sha ll be level •

(No t appl icab le to regu lat ory s igns>

September 22. 2014


s D D 0 T

CRASHWORTHY SIGN SUPPORTS (Typical Construction Signing)

PLATE NUl,IBER

634.85

Sheet I of I

~ STATE OF PROJECT

DAKOTA p TAPR (02)

SHEET NO.

15

TOTAL SHEETS

30 [I SOUTH


----- ----- -- - 1 Anchor Post or Slip Bose

Exampl es of~ ,/ 60" Chord Line \':/

Clearance Checks /

.. ......... --- ..... ./.... _,,,- ' '

I ' I

I . ' \

\

I

/

\

' I

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

____ c learance che cks)

PLAN VIEW <Examp les of s t ub height cl ear once c hecks>

Top of Anchor Post or Slip

Chord Line___,/

ELEVAT ION VIEW GENERAL NOTES:

The t op of anchor posts and slip bases SHALL NOT extend above a 60" chord line within a 120" diameter clrcle around t he post with ends 4" above the ground.

At loca t ions where there ls curb and gutter adjacent t o the breakaway sign support, the stub height shall be a maximum of 4" above the ground I ine at the localized area ad jacent t o the breok owoy suppor t stub.

The 4" stub height clearance is no t necessar y for LI-channel lop splices where t he support ls designed t o yie ld (bendl at the base.

Revised 12/17/19

July I. 2005


s D D 0 T

BREAKAWAY SUPPORT STUB CLEARANCE PLATE NUJ,JBER

634.99

Sheet I of I


(~~--,,;;,- ....... , ':,,. ,, ,, ,,

'' '' ,, ,, ,,

Single Tube, Truss. or Devi t types of most orms ore oll occeptoble, but on ly one type shell be provided for each contract. The mixing of different t ypes is no t per mi tted wi t hout speciol approvol by t he S.D.D.O.T.

Convenience duplex festoon outl e t receptac le su it able for outdoor u se ( 15 omp, 3-wirel ( as requ ired l

Luminoire po les shol I be designed to support a 36"x 36'Worning

' "'

sign bonded to the pole as shown.

0 I

r-

I

Concrete F ootlng

1 .. d _}

Lengt h of mos t orm(~os specified in plons.

0° under the luminaire

Varioble

2.0 sq. ft. 60 lbs. !Typico ll

+c O> Q) :i:

O> C +c :J 0 ~

Pavement Edge

Morch 31. 2000


s D D 0 T

STEEL ROADWAY WMINAJRE POLE WITH MAST ARM(SJ

PLATE NUl,IBER

635.01

Sheet I of I

~ STATE OF PROJECT

DAKOTA p TAPR (02)

SHEET NO.

16

TOTAL SHEETS

30 m SOUTH

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

Cleor Door Opening

t

GENERAL NOTES:

1 n t erst ate Engineering, Inc

••

- Size per Wiring Diogrom

Anc hor Bolt _I!!!!!!~ -'dl--~r Project ion

Revised 12/17/19

Bose detai ls or e provided for example only and ore not intended to be o comple t e desi gn.

Fused connectors shall be breako woy type,

• Hardware connec t ing the po le to the base shall be inst alled In accordance wi th the manufocturer' s recommendat ion.

• •Hordwore connecting the base to the foot ing shel l be Insta ll ed In accor dance wi t h the monufoctu rer ' s recommendation. The Contrac t or shol I Install levellng devices In accordance with the monufoctur er's r ecommendation if sh imming is necessory to Install the llght poles plumb and leve l. The washers and sh ims shall be installed around the anchor bolts.


s D D 0 T

ROADWAY WMJNAIRE POLE BREAKAWAY TRANSFORMER BASE

September 6. 2015

PLATE NUJ,JBER

63521

Sheet I of I


Verti c a l Rebar (equa lly spaced >

1/2" Preformed Joint Filler

Anchor Bolts

Vertica l rebor sha ll be as specified in the plans.

GENERAL NOTES1

1/2" Rigid grounding conduit with bushings (si t es to be g r ounded ore shown on the field wi r ing diagram>.

Rigid Condui t Wi t h Bushings

(Z'.J One Anchor Rod Di ameter <Mox.) (For Signal Pole Footings)

Rod CTyp.>

•• For Signal Pole Foo t ings

~When direc t buria l !s <ll t o be used o bushing c or be ll end shal l be

:g i provided.

.c: (I) +- .c: g. +-"'O £ g' "'O ;: .~ g~ LL g

a. <I)

- - 12" for No. 3 Spiral Ties

• Circular ties may be used in lieu of t he spira l t ies. The No. 3 ties sha l l be spaced 12 inches apar t except for t he top t wo which shall be spaced 6 inches apart. The t ies shal l be lopped 18 inches and t he lops sha ll be staggered around t he cage.

Sp iral t ies shall hove 1-1 /2 ex t ra turns a t each end.

See Sec t ion 985 of t he Speci ficat ions for footing ma t eria ls .

Conduits and bushings may projec t 21/2 Inches t o 6 Inches above footing for fixed base poles bu t shal l not project above t he sllp plane or fracture plane for breakaway poles.

Condui t s shall be sealed water- t ight during all phases of const ruc t ion unti l poles ore In place.

The anchor rods shall f i t inside the reinforc ing steel cage. If the anchor rods designed by the Pole Manufacturer do no t flt, contact the Office of Bridge Design f or footing redesign, No odditlonol payment will be mode for the redesigned foo t ing.

Cos t s of conduit and conduit bushings shown on foot ing detoll shol I be incldentol t o the footing bid ltem(s).

The pole shol I no t be lnsto l I ed untll t he concrete hos attained design s t rength (4000 psil.

The contour of the area surrounding the breokowoy po le shall be flat . though not necessorll y leve l for a dist ance of 5 feet in a l I directions. The Contrac t or may be required t o provide finish grading at some breakaway po le locotlons.


s D D 0 T

POLE FOOTING

June 26. 2015

PLATE NUMBER

635.55

Sheet I of I

@)

@)

TOP VIEW <Cover)

0

0

TOP VIEW <Boxl

@)

D

@)

0

0

•Sk id Re sistan t Surface

• • Appr opr ia te Logo

!

~ STATE OF PROJECT

DAKOTA p TAPR (02)

SHEET NO.

17

TOTAL SHEETS

30 [I SOUTH

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

u

1 n t erst ate Engineering, Inc

!

ISOMETRIC VIEW CBox and Cover)

! Lif t ing Ey e

Revised 12/17/19

Port land Cemen t Concrete or Asphal t Concrete

Bose Course

N

3 _.,...---,->-"!" E ·c -'i.,__t-=...._ ___ --J,1,------'1,.------'-

~ -.-~~~~\ ~~~~~\.-~~~......-1' ~Base

SIDE VIEW (El ect r ical Junction Box Instal la t ion Details)

<Buried No. 4 steel reinforc ing bar not shown.l


s D D 0 T

ELECTRICAL JUNCTION BOXES TYPE 1 THROUGH TYPE 4

Course

September 14, 2017

PLATE NUIIBER

635.65

Steet I of 2


ELECTRICAL JUNC TI ON BOX

APPROX I MA TE MIN IMUM TYPE DESCRIPTION DEPTH

COVER SIZE <C>

Open Bottom I with Gasket 11 "x i 8" 18"

2 Open Bottom I 3"x24" 18" wlth Gasket

3 Open Bottom I 7"x30" 18" with Gasket

4 Open Bottom 30"x48" 24" with Gasket

GENERAL NOTES:

The cover shall be gosketed with a minimum of two stainless steel bo lts and washers.

The cover shall have a lifting eye.

• The surface of the cover shall hove a minimum wet and dry coeff ic ient of frict ion value of 0.5 as determined by ASTM F609.

••The cover of the junc tion box shall hove the appropriate logo in one inch size letters and shall be recessed. When the junc t ion box contains cables or wires for a traffic signal then the logo shall be "Signal". When the junction box contains lighting conductors then t he logo shall be "Lighting".

The electrical junction boxes shall comply with the American National Standards Institute CANSll/Society of Cable Telecommunications Engineers (SCT EJ 77 2007 Specification for Underground Enclosure Integrity. The load ing requirement for a l l the electrical junction boxes shall be Tier 8 of ANSI/SCTE 77 2007.

The el ectricol junction boxes shol I be UL I isted.

For Junc tion boxes located outside of pavement, a No. 4 steel reinforcing bar with a minimum length of 18" shall be burled adjacent to the long side of the junct ion box. All costs associated with furnishing and placing the steel reinforcing bar shol I be inciden tal to the contract unit price per each for "Type _ Electrica l Junction Box".


s D D 0 T

ELECTRICAL JUNCTION BOXES TYPE 1 THROUGH TYPE 4

September 14. 2017

PLATE NUl,IBER

635.65

S~t 2 of 2

~ STATE OF PROJECT

DAKOTA p TAPR (02)

SHEET NO.

18

TOTAL SHEETS

30 m SOUTH

---------------------1

Buried Coble Marker

N

<T N

Conductor Coblelsl

Burled Coble Marker

Conductor CobleCs>

GENERAL NOTE:

Interstate Engineering, Inc

Ground Line

Soil Back fil I

SECTION VIEW

Ground Line

Soil Bock fil I

Sand Cushion

,________ Rock

SECTION VIEW

The Buried Coble Marker shall be plastic, approximately 6" wide, and shall be capable of sustaining a minimum of a 350% tolerance of elongation without tearing. The Buried Coble Marker shall hove a life expectancy approximately equal to that of the conductorCsl beneath it. A phrase indicating the presence of a buried electric circu it below shall be printed in a contrasting color on the coble marker. The Bur led Coble Marker shall be subject to approval by the Engineer. All costs associated with furnishing and installing the Buried Coble Marker shall be inciden tal to the contract unit price per Foot f or the bid item used for the electrical conductor.

Revised 12/17/19

Morch 31. 2000


s D D 0 T

CONDUIT INSTALLATION PLATE NUJ,JBER

635. 76

S~t /of I


ELEVATI ON VIEW CUT OR FILL SLOPE INSTALLATI ON

Excavated Ma t eria l from Trench

Wood St oke

DE TA IL B (TYP ICAL OF ALL INSTALLATIONS>

ISOMETR IC VIEW DITCH INSTALLATION

DITCH INSTALLAT ION

Grode Spacing <Ftl

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

Wood Stoke

CUT OR FILL SLOPE INSTALLATION

Slope Spacing !Ftl

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

Ends of Erosion ~---1!L-..I

Control Wattles

Wood

DE TAIL C

PLAN VIEW DITCH INSTALLATION

SEC TI ON A- A

December 23. 2004

s D D 0 T

EROSION CONTROL WATTLE PLATE NUl,IBER

734.06

Published Date: 4th Dtr. 2019 Sheet I of 2

~ STATE OF PROJECT

DAKOTA p TAPR (02)

SHEET NO.

19

TOTAL SHEETS

30 m SOUTH

--------------------1 n t erst ate Engineering, Inc

GENERAL NOTES1

At cut or fill slope insta ll a t ions, wat t les shall be installed along the contour and perpendicular to t he water flow.

At d it ch install at ions, point A must be higher than poin t B to ensur e tha t water flows over t he wattle and not around the ends.

The Con t ractor sha ll dig a 3" t o 5" trench, ins t all the wattle t ightly in the trench so that dayl ight con no t be seen under t he wattle, and then compac t the soil excavated from the trench against t he wattle on t he uphill side. See Detail B.

The stokes shal l be l "x2" or 2''x2" wood stokes. however. other types of s t okes such as rebor may be used on l y if approved by the Engineer. The stokes shall be placed 6" from t he ends of t he wattles and the spacing of the stokes along the wattles shall be 3' to 4' .

Where ins t all ing r unning lengths of wattles, the Contractor shall bu t t the second wattle t ightl y against the first and sha ll not overlap the ends. See Detail C.

The Contract or and Engineer shall inspect the erosion control watt les once every week and wi thin 24 hours after every rainfall event greater than 1/2• • The Contractor shal l remove, dispose, or reshape the accumula t ed sediment when necessary as de t ermined by t he Engineer.

Sediment removal, disposal, or necessar y shaping shall be as directed by the Engineer. All costs for removing accumu la t ed sediment, disposal of sediment , and necessary shaping sha l I be incidental to the contract unit price per cubic yard for "Remove Sediment ".

All costs for furnishing and inst alling the erosion contro l wattles Inc luding labor, equipment . and materials shall be incidental to the contract uni t price per foot for the corresponding erosion con t rol wa ttl e bid Item.

All costs for removing the erosion con t rol watt le from the project inc luding labor, equipment, and materials shall be Inciden t al to the contract unl t price per foot for "Remove Erosion Contro l Watt le".

Revised 12/17/19

December 23. 2004


s D D 0 T

EROSION CONTROL WATTLE PLATE NUJ,JBER

734.06

Sheet 2 of 2


~ STATE OF PROJECT SHEET TOTAL [D SOUTH NO. SHEETS

DAKOTA p TAPR (02) 20 30


140 120 100 80 60 40 20 0 20 40 60 80 100 120 140

2040 2040

. ... ~ · .

2030 ~ 2030 ~

. a>. . 1' . E

. Q)'

:f .; . ,W ~·

2020 1 ......... u · .,., 2020 c:' ; .. .,. --

:E . ?. _ :-1.- ·-. . -~ Cl --•J

M~~ -use --·--I ,;i . --- -2010 2010 --- - --- __.:...----- · .----- 13 .. 85.00

2000 2000

2040 2040

..... ~ · .

2030 '!:< 2030 Q)

~· ' E . Q) -.

U)

~ · . OI LI.!

2020 - ~ -- -- 2020 C:

I: -- "'::>' '""'1 v.'J,

·~ .:-----. Cl . -- -. :::i -- --I Mult -use ----2010 T, ,;1 - 2010 ... - - - ---

12· 55.00

2000 2000

2040 2040 . ...

"' . ~ · . . C · ·-2030

. o'_ .

"' 5 2030 1ii . E .c Q) . Q) U) .~ : c7, : OI .

w . C) , Cl · ! 2020 C: C: 2020 . g. :E ;:,u mi ~11vvc,y 0.)

C) ' ~ ~ . .. ~ --. J: . :;J . Mult

.. . . - -- .-I I -use I ---.Tail --2010

- - - - - - - - 2010 11 .. 25.00

140 120 100 80 60 40 20 0 20 40 60 80 100 120 140





140 120 100 80 60 40 20 0 20 40 60 80 100 120 140

2050 2050

2040 ... 2040 . c. :" . ' < Ql

·cl ·E· .

2030 > ·:Jl~ . ~ 2030 . ii . w- ~

'>, '

'o) · . Cl<II . .5l= .e. ·-.:s: ·

i'i5 . .s::-" ~ . . Cl(II . c::n 'Hiatiw .. ,; 63 2020 ::;a. J 2020 v,

. 11 IV1T1

-use · I --,C,

aif • -'iii -~ •::::,• ..... --·- --0 - ·- ·-·-·-t---:-"" ' --- --- ---- ---- -:c . --- ----·1 . --- I----:--~

2010 I --- 2010 -- ----- 16· 45.00

2000 2000

2040 2040 . ...

"' .

i •:i: 2030 0:: 2030

ffi . <'l <O

,:0 :,;.. UJ • (U

Ol ·l C ~ri u, ...... ~ .. ""' 2020 .::, = 2020 ~ ,:r; -. Ol -- ...-. ~ Mult -use • i. .. --I Tail ----- ---- .-.:....:....:...:... .... ----_.,...

2010 --- 2010 --- -- i----------- --15 .. 15.00

2000 2000

140 120 100 80 60 40 20 0 20 40 60 80 100 120 140





140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 2050 2050

9

' '

2040 - 2040 .~ > '

"li> ·~ ;, · ' Ql i · ·V5 J ,

?:- ri ' 2030 Cl 1 ! 'o, 2030 ' C!

.'gj ·B' <ii ~· . o ' a. J: ' I M~I i-use . SD · High1 Vay 63

2020 I .~a 2020 ' ' ' ' ' ' ' ' .:... "-I'- ·- - · ....:-.:....:... - ,_... - - ·- . - .-.- ---..._·_ .... - ~-:-.- .- .-. - ~--- --:- .- .-- ------- --:---·-

20· 35.00 --.--

2010 2010

2050 2050

@I

~ 2040 C 2040 Ql ' r ·~ · E .

l Ql ' ' "' ' ' '

(U (") ' ·or LU ,

2030 - <D 2030 ~ Cl .~. >, ·en· C , (U '

E . ·=· ~ . Cl Cl (U ,::

' C ' ::i ' ·O.. · Cl ' :w.

I 1M lti-use · i: ' ·so · Hig hway 63· 2020 :2 2020 ,J:,

_,, I -- ----- - I"'-- ·-·-·- --

l --- ------- - 7'""=---- ~:-:-:-:- .... --I- --- -

1--.-- .--------- ------2010 -- --- - 2010 19• 05.00

2050 2050

... "' ' 2040 '"· 2040 c

~ C1I E Ql i a::

~ · .~ ' (")

2030 <D 2030 ~ >, ~ · <ii ' Cl ' (U '

t · C ~ . ~ t ,:: ,:: (/) ' 15 ' Cl '

'!2> ::i o.. . 1+;~,,.;,, ' i: SO 'Hial wav 63 ' 2020 1 ~A, 2020

"' I .I ' rail . 1. ' ' ' ---·::::, · - 1----- ,_-,0, --- .,... - .- .--.,4 _ ... --J: -- ---•1

--- --- - _.........._ __ ----;,.. -

2010 - 2010 -- ---- -17 .. 75.00

2000 2000

140 120 100 80 60 40 20 0 20 40 60 80 100 120 140





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~ STATE OF PROJECT

DAKOTA p TAPR (02)

SHEET NO.

29

TOTAL SHEETS

30 [I SOUTH

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