planning & engineering

South Dakota Department of Transportation Better Lives Through Better Transportation

Planning & Engineering Office of Project Development

700 E. Broadway Avenue Pierre, SD 57501 O: 605.773.3275

dot.sd.gov

October 1, 2021

Re: Project’s NH 0018(184)39, NH 018B(02)40, NH 0385(48)35, NH 0385(60)35, NH 0385(00)35, HS 2020-100 ( ) & 2021-001 – PCN’s 03TH, 06DE, 028Z, 07V4, 07W3, X05J & X05P – US18, US18B & US385 Urban Reconstruction in Hot Springs, Suspended Sidewalk, City Water Main and Sanitary Sewer.

To Whom It May Concern,

A pre-bid meeting for the Hot Springs urban reconstruction project is being held on October 21st, 2021 at 1:00 PM MDT in Hot Springs, SD. Interested contracting parties are invited to attend the meeting in-person at the Mueller Center in Hot Springs or virtually via the Microsoft Teams Meeting Link provided below.

Mueller Center 801 South 6th Street

Hot Springs, SD 57747

This meeting will include a presentation of the project covering topics such as the overall scope of work, design aspects, traffic control, and contract time. There will be an opportunity for Contractors to present questions to Department staff, consultants, and project stakeholders. In addition, at the conclusion of the meeting, an on-site tour of the project will be offered to those attending in-person.

Attendance is not a requirement, but all interested contracting parties are strongly encouraged to attend.

If attending the meeting virtually you must join the meeting via the link provided. In order to reduce sound feedback please mute the microphone on your computer. When joining virtually we are requesting that you please enter the name of your company followed by the individuals from your company attending the meeting into the chat feature of Microsoft Teams.

Join Pre-Bid Meeting Date: October 21, 2021 Time: 1:00-2:30 (MDT)

Video Conference ID: 119 433 928 6

Additional instructions regarding the meeting format will be provided at the beginning of the meeting.

We look forward to seeing you there!

Sincerely, SD DOT

https://teams.microsoft.com/l/meetup-join/19%3ameeting_ZDI0NDMxZjktZmVhNS00NzBmLTkyM2QtODA2MmQ0MmVkYzlk%40thread.v2/0?context=%7b%22Tid%22%3a%2270af547c-69ab-416d-b4a6-543b5ce52b99%22%2c%22Oid%22%3a%22bf0d10fe-e44e-419a-9072-c738481e2bac%22%7d

1 652

1November 3, 2021

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STATE OF SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION

PLANS FOR PROPOSED

PROJECTS NH 0018(184 )39

PROJECT TOTAL s;~~ET~F t----,rnrr,,,..,,.,,.,....,,,..,.,.,,....------1.,__sH_EET---SH_EET_s_,

DAKOTA

Plotting Date: 08/20/2021 Revised: 8-19-21 BTR

INDEX OF SECTIONS

Section A: .i ,J:_~,,---- i J (=.- Tl''~" !"'" I""'' :'''""°' \

! I I ,.,.,~, 1"'"~,--, I ; __J \ 1 ,.-.J._'\./ I I ~ ! I

I ~- ' ,.-f- "-" ) I I _J I I ' ~"""' i ~-- ( , r~--- -, _-1.._~~---1 I I ~: ~ES---\ ~GSBURY IBROOKINGS I I --...,.; I ~ I I

~---S I ! '-.__'-; ~' ! ___ --- --- L .;oo-;--1 'PENNINGTON ______ ....J I LYMAN-\.. ..._ BUFFALO JERAULD ~BORN MINER ~ ,-; I I I JONES -.J I I I I

• =• --r ___ __ · 1 1 • h,;-,;;,------- I l I '"'-' I"""' --1 I ----'----1 . /. .,,..~, 1 ,I r,.,vi'scm' HANSON I McCOOK , MINNEKAHA I , I ,,mm,"" ,-,-.._ ) J I ' ! ,~.~-;-- I - ~1 - I I \

& NH 0188(02)40 & NH 0385(48)35 US HIGHWAY 18 & US HIGHWAY 18B

& US HIGHWAY 385

Section B:

Section C:

Section D:

Section E:

Section F:

Estimate of Quantities and

Environmental Commitments

Grading Plans

Traffic Control Plans

Erosion and Sediment Control Plans

Structure Plans

Surfacing Plans

I ~---b,,,.- 1 ...._g_K,t,RLESMIX ootJGI.AS I HUTCHINSON TURN I ' ) !BENNETT TODD ----7 GREGORY \. L '1 _) I I \. '-, I I '

FALL RIVER COUNTY Section L:

Section M: "''""'' I ! Jl.___ __j_ _____ --, -,;.'~";;,-·

J I I l " '-,l L- I -, I ~ I \.... ( !ION HOMME I YANKTON ,I----!---.=-,; L________ I I ,_ \ CLAY --------J ________ I _________ ...1.,_ _____ ----------\ \ I I ;

-, ...... j ,.._J,--~-,l ,J

GRADING'""-PCC SURFACING.i- ROADWAY LIGHTING, CURB & GUTTER, STOt"'\M SEWER, TRAFr-lC SIGNAL AND APPROACH SLABS

Section S:

Section X:

Signal and Lighting Plans

Pavement Marking Plans

Permanent Signing Plans

Cross Sections

PROJECT ,_, -,-,__,~, \ ... \

PCN 03TH & 06DE & 028Z

us 18 ADT (2019) ADT (2044) DHV D TDHV TADT

DESIGN DESIGNATION

5115 6778 1295 51%

2.5% 276

V 25 mph (University to 5th Street) 35 mph (5th Street to Valley View Drive) 50 mph (Valley View Drive to End)

US385 ADT(2019) ADT(2044) DHV D TDHV TADT V

5080 6731 1168 51% 1.5%

168 25 mph

STORM WATER PERMIT

Major Receiving Body of Water: Fall River Area Disturbed: 20 Acres Total Project Area: 22 Acres

US 18B ADT (2019) ADT (2044) DHV D TDHV TADT V

4600 6095 1165 51% 2.0%

207 35 mph

Approx. Begin Lat.Long: 43.4311/-103.4749

w I.!)

0:::

END CITY PROJECT BEGIN GRADING Station 124+34.00

END GRADING BEGIN CITY PROJECT Station 108+60.89

BEGIN NH 0018 184 39 Station 9+33 = Station 7+75 on NH 0385(00)35 located 9.01 feet North and 47.16 feet West of the southwest corner of Lot 12 in Block 9 of Original Town of Hot Springs MRM 35.64+0.013 (US 385)

Structure No 24-290-027 T7S

END EXCEPTION BEGIN GRADING Station 139+66.63

Structure No 24-292-026 MRM 36.59

END NH 0385 48 35 END GRADING Station 156+82.58 = Station 353+63 on NRM 220A located 39.93 feet North and 19.07 feet East of the northwest corner of Lot 13 in Block 14 of Mammoth Springs Addition to Hot Springs MRM 36.71+0.009

w I.!) BEGIN NH 0188 02 40

Station 9+00

END GRADING BEGIN EXCEPTION

~ o':> ~~~

END GRADING BEGIN EXCEPTION

0:::

Station 10+41 .86

Structure No 24-298-038 MRM 40.46

END NH 0018 184 39 Station 73+ 11 = Station 42+95 on F 010-1 located 62.34 feet South and 682.96 feet East of the southwest corner of Section 19 - Township 7 South -Range 6 East of the BHM MRM 40.71+0.180 (US 18)

~o<t Station 137+46.66

r--~C""' f'" "' r,, BEGIN NH 0385 48 35 ~----...;=.:......:..;:::.......=c:......:..=C-=E.:...,_PT....:.....:l:....=:O....:......::.N BEGIN GRADING

EGIN GRADING Station 100+67 = Station 7+75 on Station 11 +88.00 NH 0385(00)35 located 9.01 feet

T7S North and 47.16 feet West of the END NH 0188 02 40 southwest corner of Lot 12 in Block 9 Station 15+61.82

Station 54+97.29 US18= Station 15+61.82 US 18B Gross Length

Length of Exceptions

Net Length

of the Original Town of Hot Springs MRM 35.64+0.013

US18 6378.00 Feet

0 Feet

6378.00 Feet

1.208 Miles

0.000 Miles

1.208 Miles

Gross Length


Net Length

Gross Length


Net Length

US385 5615.58 Feet

219.97 Feet

5395.61 Feet

us 188

515.68 Feet

146.14 Feet

360.32 Feet

1.0636 Miles

0.0417 Miles

1.0219 Miles

0.098 Miles

0.028 Miles

0.068 Miles

C: OJ 'C ai

~ I

gi > ·.:: :,,

f ::::i

.!!1 [i:

A1 A9

0 0 <:'!

i

PRDJECT

ESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTS I STATE OF I SOUTH I

DAKOTA ';i~JJ1?§}~2],r~ I SHEET I I I

Section B - Grading - PCN 03TH BID ITEM

ITEM QUANTITY UNIT BID ITEM NUMBER NUMBER

009E0010 Mobilization Lump Sum LS 450E2017

009E3220 Reestablish Right-of-Way and Property Corner 102 Each 450E2024

009E3230 Grade Staking 5.068 Mile 450E2025

009E3250 Miscellaneous Staking 1.382 Mile 450E2028

009E3280 Slope Staking 1.382 Mile 450E2029

009E3290 Structure Staking 3 Each 450E4758

009E3301 Engineer Directed Surveying/Staking 40.0 Hour 450E4760

009E4300 Construction Schedule, Category Ill Lump Sum LS 450E5010

009E4330 Project Management, Category Ill Lump Sum LS 450E5011

100E0100 Clearing Lump Sum LS 450E5211

110E0300 Remove Concrete Curb and/or Gutter 10,763 Ft 450E521 2

110E0370 Remove Curb Stop 15 Each 450E5406

110E0400 Remove Drop Inlet 22 Each 450E5407

110E1010 Remove Asphalt Concrete Pavement 3,882.8 SqYd 450E8009

110E1100 Remove Concrete Pavement 6,232.1 SqYd 450E8010

110E1120 Remove Concrete Median Pavement 347.2 SqYd 451E0514

110E1130 Remove Concrete Driveway Pavement 2,092.3 SqYd 462E0100

110E1140 Remove Concrete Sidewalk 3,600.6 SqYd 470E0020

110E1300 Remove Concrete Retaining Wall 344.0 Ft 480E0100

110E7055 Remove Gravity Segmental Block Wall for Reset 109 SqFt 480E0200

120E0010 Unclassified Excavation 58,021 CuYd 530E0300

120E0900 Contaminated Material Excavation 100 CuYd 530E0461

120E2000 Undercutting 15,102 CuYd 600E0300

120E6100 Water for Embankment 188.0 MGal 650E0060

250E0020 Incidental Work, Grading Lump Sum LS 650E0084

270E0022 Salvage Asphalt Mix Material 10,699.0 Ton 650E0085

270E0110 Salvage and Stockpile Granular Material 23,596.0 Ton 650E0379

* 270E0230 Haul and Stockpile Asphalt Mix Material 10,699.0 Ton 650E3060

380E3540 8" PCC Approach Pavement 2,051 .9 SqYd 650E4684

380E4060 8.5" PCC Fillet Section 1,148.4 SqYd 650E4685

450E0122 18" RCP Class 2, Furnish 4,536 Ft 650E4864

450E0130 18" RCP, Install 4,536 Ft 650E6085

450E0142 24" RCP Class 2, Furnish 1,238 Ft 651E0040

450E0150 24" RCP, Install 1,238 Ft 651E0140

450E0162 30" RCP Class 2, Furnish 424 Ft 651E5000

450E0170 30" RCP, Install 424 Ft 651E7000

450E0183 36" RCP Class 3, Furnish 86 Ft 670E1200

450E0190 36" RCP, Install 86 Ft 670E2200

450E0700 RCP Tee, Furnish 4 Each 670E5200

450E0701 RCP Tee, Install 4 Each 670E5340

450E2008 18" RCP Flared End , Furnish 2 Each 670E5400

450E2009 18" RCP Flared End, Install 2 Each 671E6009

450E2016 24" RCP Flared End, Furnish Each 720E1010

Section B - Grading PCN 03TH ITEM QUANTITY

24" RCP Flared End, Install

30" RCP Flared End, Furnish

30" RCP Flared End, Install

36" RCP Flared End, Furnish 2

36" RCP Flared End, Install 2

18" CMP 14 Gauge, Furnish 108

18" CMP, Install 108

18" CMP Elbow, Furnish 2

18" CMP Elbow, Install 2

18" CMP Flared End, Furnish

18" CMP Flared End, Install

18" CMP Safety End, Furnish 2

18" CMP Safety End , Install 2

18" RCP to CMP Transition , Furnish

18" Pipe Transition, Install

4" PVC Pipe 12

Class M6 Concrete 142.9

Pipe Handrail 61.0

Reinforcing Steel 22,499

Epoxy Coated Reinforcing Steel 582

Type C Concrete Retaining Wall 948

Reset Gravity Segmental Block Wall 109

Type Ill Field Laboratory

Type B66 Concrete Curb and Gutter 118

Modified Type 868.5 Concrete Curb and Gutter 5,664

Type 868.5 Concrete Curb and Gutter 3,659

Modified Type BL68 Concrete Curb and Gutter 584

Type B6 Concrete Curb 65

Modified Type P8.5 Concrete Gutter 621

Type P8.5 Concrete Gutter 394

Modified Type PL8.5 Concrete Gutter 314

8.5" Concrete Valley Gutter 38

4" Concrete Sidewalk 49,734

4" Reinforced Concrete Sidewalk 221

Sidewalk Drain 16.8

Type 1 Detectable Warnings 510

Type B Frame and Grate Assembly 65

Type C Frame and Grate 4

Special Frame and Grate Assembly

4' x 11' Precast Concrete Type S Drop Inlet Lid 5

Precast Drop Inlet Collar 66

Type A9 Manhole Frame and Lid 2

PVC Coated Bank and Channel Protection Gabion 25.5

UNIT

Each

Each

Each

Each

Each

Ft

Ft

Each

Each

Each

Each

Each

Each

Each

Each

Ft

CuYd

Ft

Lb

Lb

SqFt

SqFt

Each

Ft

Ft

Ft

Ft

Ft

Ft

Ft

Ft

Ft

SqFt

SqFt

Ft

SqFt

Each

Each

Each

Each

Each

Each

CuYd


Section B - Grading BID ITEM NUMBER

831E0110 Type B Drainage Fabric

ITEM

831E0300 Reinforcement Fabric (MSE)

900E0010 Refurbish Single Mailbox

900E0012 Refurbish Double Mailbox

900E0900 Curb Stop

* - Denotes Non-Participating

INDEX OF SHEETS

PCN 03TH QUANTITY

83

4,523

8

7

18

A1 to A6 Estimate of Quantities for Sections B, C, D, E, F, L, M, and S

A? to A9 Environmental Commitments

UNIT

SqYd

SqYd

Each

Each

Each

TOTAL SHEETS

.!!1 [i:

A2 A9ESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTS I STATE OF lt-----irn::rrr.,....PR"o"'JE,.,c,...T..,,.,... ___ ---11 SHEET I TOTAL

I UUl~]lc SHEETS SOUTH "n 1_?;':J:)~ 1,___-+-

1 __ _,

DAKOTA l'/_~,..PJ i3J3 02J40_


Section B - Grading - PCN 06DE Section B - Grading - PCN 06DE BID ITEM

ITEM BID ITEM

0 NUMBER QUANTITY UNIT ITEM QUANTITY UNIT Section B - Grading - PCN 0282

0 NUMBER <:'!

009E0010 Mobilization Lump Sum LS 651E7000 Type 1 Detectable Warnings 40 SqFt BID ITEM NUMBER

ITEM QUANTITY UNIT

009E3220 Reestablish Right-of-Way and Property Corner 17 Each 670E1200 Type B Frame and Grate Assembly 5 Each

009E3230 Grade Staking 0.256 Mile 670E5340 4' x 11' Precast Concrete Type S Drop Inlet Lid 009E0010 Mobilization Lump Sum LS

2 Each

009E3250 Miscellaneous Staking 0.064 Mi le 670E5400 Precast Drop Inlet Collar 009E3220 Reestablish Right-of-Way and Property Corner 94 Each

5 Each

009E3280 Slope Staking 0.064 Mile 670E6000 Adjust Drop Inlet 009E3230 Grade Staking 2.943 Mile

2 Each

009E3301 Engineer Directed Surveying/Staking 10.0 Hour 670E7000 Reset Drop Inlet Frame and Grate Assembly 009E3250 Miscellaneous Staking 0.803 Mi le

2 Each

009E4300 Construction Schedule, Category Ill Lump Sum LS 720E1010 PVC Coated Bank and Channel Protection Gabion 10.5 CuYd 009E3280 Slope Staking 0.803 Mi le

009E4330 Project Management, Category Ill Lump Sum LS 831E0110 Type B Drainage Fabric 009E3290 Structure Staking 5 Each

34 SqYd

100E0100 Clearing Lump Sum LS 900E1080 Orange Plastic Safety Fence 009E3301 Engineer Directed Surveying/Staking 40.0 Hour

75 Ft

11 OE0300 Remove Concrete Curb and/or Gutter 1,495 Ft 009E4300 Construction Schedule, Category Ill Lump Sum LS . - Denotes Non-Participating

11 OE0400 Remove Drop Inlet 4 Each 009E4330 Project Management, Category Il l Lump Sum LS

110E0605 Remove Chain Link Fence 74 Ft 100E0100 Clearing Lump Sum LS

110E1120 Remove Concrete Median Pavement 201 .4 SqYd 110E0210 Remove Building(s) Lump Sum LS

110E11 30 Remove Concrete Driveway Pavement 57.1 SqYd 110E0300 Remove Concrete Curb and/or Gutter 2,225 Ft

110E1140 Remove Concrete Sidewalk 111 .6 SqYd 110E0400 Remove Drop Inlet 24 Each

110E0460 Remove Manhole 2 Each 110E7510 Remove Pipe End Section for Reset Each

110E0605 Remove Chain Link Fence 59 Ft 110E7700 Remove Drop Inlet Frame and Grate Assembly for Reset 2 Each

120E0010 Unclassified Excavation 3,129 CuYd 110E1010 Remove Asphalt Concrete Pavement 1,425.1 SqYd

120E2000 Undercutting 877 CuYd 110E1100 Remove Concrete Pavement 15,594.7 SqYd

120E6100 Water for Embankment 44.0 MGal 110E1130 Remove Concrete Driveway Pavement 1,108.7 SqYd

250E0020 Incidental Work, Grading Lump Sum LS 110E1140 Remove Concrete Sidewalk 4 ,144.3 SqYd

270E0022 Salvage Asphalt Mix Material 804.0 Ton 110E1300 Remove Concrete Retaining Wall 14.0 Ft I::

Cl "C

270E0110 Salvage and Stockpi le Granular Material 1,786.0 Ton 120E0010 Unclassified Excavation 15,242 CuYd

<( I:: 0

* 270E0230 Haul and Stockpile Asphalt Mix Material 804.0 Ton 120E0900 Contaminated Material Excavation 100 CuYd

il " en

380E3540 8" PCC Approach Pavement 120E2000 Undercutting

.,

69.4 SqYd 8,411 CuYd i

450E0122 18" RCP Class 2, Fu rn ish 210 Ft 120E6100 Water for Embankment 107.1 MGal ~

f-

250E0020 "'

450E0130 18" RCP, Install 210 Ft Incidental Work, Grading Lump Sum LS

0

§

450E0142 24" RCP Class 2, Furnish 4 Ft 250E0030 Incidental Work, Structure Lump Sum LS

-~ C.

~

450E0150 24" RCP, Install 4 Ft 270E0022 Salvage Asphalt Mix Material 4 ,132.0 Ton

450E0162 30" RCP Class 2, Furnish 48 Ft * 270E0230 Haul and Stockpile Aspha lt Mix Material 4 ,132.0 Ton .!!1

[i:

450E0170 30" RCP, Install 48 Ft 380E3520 6" PCC Approach Pavement 342.6 SqYd

450E0182 36" RCP Class 2, Furnish 292 Ft 380E3540 8" PCC Approach Pavement 588.8 SqYd

450E0190 36" RCP, Install 292 Ft 380E4010 6" PCC Fil let Section 12.7 SqYd

450E2028 36" RCP Flared End, Furnish Each 380E4050 8" PCC Fillet Section 365.5 SqYd

450E2029 36" RCP Flared End, Install Each 450E0102 12" RCP Class 2, Furn ish 92 Ft

450E9001 Reset Pipe End Section Each 450E0110 12" RCP, Install 92 Ft

462E0100 Class M6 Concrete 20.8 CuYd 450E0122 18" RCP Class 2, Furn ish 2,452 Ft

480E0100 Reinforcing Steel 3,344 Lb 450E0130 18" RCP, Install 2,452 Ft

621 E0060 6' Chain Link Fence with Top Rail 74 Ft 450E0142 24" RCP Class 2, Furn ish 376 Ft

650E0085 Type B68.5 Concrete Curb and Gutter 794 Ft 450E0150 24" RCP, Install 376 Ft

"' ~ 650E4685 Type P8.5 Concrete Gutter 107 Ft 450E0162 30" RCP Class 2, Furn ish 108 Ft

N

u: 651 E0040 4" Concrete Sidewalk 4,547 SqFt 450E0170 30" RCP, Install 108 Ft

~ 651 E0140 4" Reinforced Concrete Sidewalk 85 SqFt 450E0202 48" RCP Class 2, Furn ish 10 Ft

450E0210 48" RCP, Install 10 Ft

i 450E0222 60" RCP Class 2, Furnish 372 Ft

"C

" "' ~

A3 A9

0 0 <:'!

ESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTS I STATE OF lt-----irn:r-rrr,,PnRrro,..,JE,.,c,.,.T,,,.,...------11 SHEET I TOTAL SHEETS SOUTH I ,m uu1_0J:1.?~'):".:' 1.....__ .....

1 ----'-"'~_,

DAKOTA NNHl-_p~§_!3J0,2J:'!_0_

Section B - Grading - PCN 0282 BID ITEM NUMBER

450E0230 60" RCP, Install

450E0400 12" RCP Bend, Furni sh

450E0401 12" RCP Bend , Install

450E0700 RCP Tee, Furnish

450E0701 RCP Tee, Install

450E4778 30" CMP 14 Gauge, Furnish

450E4780 30" CMP, Install

450E5020 30" CMP Elbow, Furnish

450E5021 30" CMP Elbow, Install

ITEM

450E6148 30" Slotted CMP 14 Gauge, Furnish

450E6150 30" Slotted CMP, Install

462E0100 Class M6 Concrete

464E0100 Controlled Density Fill

470E0020 Pipe Handrail

480E0100 Reinforcing Steel

480E0200 Epoxy Coated Reinforcing Steel

530E0300 Type C Concrete Retaining Wall

621E0040 4' Chain Link Fence wi th Top Rail

650E0060 Type B66 Concrete Curb and Gutter

650E0079 Modified Type B68 Concrete Curb and Gutter

650E0080 Type B68 Concrete Curb and Gutter

650E0360 Type BL66 Concrete Curb and Gutter

650E0379 Modified Type BL68 Concrete Curb and Gutter

650E1080 Type F68 Concrete Curb and Gutter

650E3060 Type B6 Concrete Curb

650E4679 Modified Type P8 Concrete Gutter

650E4680 Type PS Concrete Gutter

650E6080 8" Concrete Valley Gutter

651 E0040 4" Concrete Sidewalk

651E0140 4" Reinforced Concrete Sidewalk

651 E5000 Sidewalk Drain

651 E7000 Type 1 Detectable Warn ings

670E1200 Type B Frame and Grate Assembly

670E5200 Specia l Frame and Grate Assembly

670E5340 4' x 11 ' Precast Concrete Type S Drop Inlet Lid

670E5400 Precast Drop Inlet Collar

671 E5504 4" Adjusting Ring for Manhole

671 E5506 6" Adjusting Ring for Manhole

671 E6008 Type AS Manhole Frame and Lid

680E0240 4" Corrugated Polyethylene Drainage Tubing

831 E0300 Reinforcement Fabric (MSE)

900E0010 Refurbish Single Mailbox

900E0900 Curb Stop

QUANTITY

372

3

3

6

6

40

40

122.6

25.0

143.2

18,924

1,243

1,266

58

40

969

5,237

59

92

14

10

64

670

118

43,618

311

19.7

495

47

6

4

49

2

5

3

38

3,769

4

28

UNIT

Ft

Each

Each

Each

Each

Ft

Ft

Each

Each

Ft

Ft

CuYd

CuYd

Ft

Lb

Lb

SqFt

Ft

Ft

Ft

Ft

Ft

Ft

Ft

Ft

Ft

Ft

Ft

SqFt

SqFt

Ft

SqFt

Each

Each

Each

Each

Each

Each

Each

Ft

SqYd

Each

Each

Section B - GradinQ - PCN 0282 BID ITEM

ITEM QUANTITY NUMBER

900E5520 12" Area Drain with Grate Assembly 2

* - Denotes Non-Participating

Section C- Traffic Control PCN 03TH BID ITEM

ITEM QUANTITY NUMBER

004E0010 Blading 100

634E0010 Flagging 6,000.0

634E0110 Traffic Control Signs 1,646.9

634E0120 Traffic Control, Miscellaneous Lump Sum

634E0135 Traffic Control Supervisor Lump Sum

634E0275 Type 3 Barricade 77

634E0380 Tubular Marker 904

634E0420 Type C Advance Warning Arrow Board 2

634E0525 Linear Delineation System Panel, Barrier Mounted 24

634E0600 4" Temporary Pavement Marking Tape Type I 3,200

634E0640 Temporary Pavement Marking 2,500

634E0705 Remove and Reset Traffic Control Movable Concrete Barrier 250

634E1002 Detour and Restriction Signing 2 ,976.6

634E1020 Temporary Business Signing 126.0

634E2000 Longitudinal Pedestrian Barricade 6,380

634E2020 Temporary Curb Ramp 4

634E2025 Longitudinal Pedestrian Barrier 552

634E2050 Temporary Sidewalk 3,875

734E5010 Sweeping 100


UNIT Section C-Traffic Control - PCN 06DE Each BID ITEM

NUMBER ITEM QUANTITY UNIT

004E0010 Blading 50 Hour

634E0010 Flagging 500.0 Hour

634E0110 Traffic Control Signs 295.8 Sq Ft

634E0120 Traffic Control, Miscellaneous Lump Sum LS

634E0135 Traffic Control Supervisor Lump Sum LS

634E0275 Type 3 Barricade 14 Each

UNIT 634E0380 Tubular Marker 96 Each

634E0420 Type C Advance Warning Arrow Board 2 Each Hour

634E0525 Linear Delineation System Panel, Barrier Mounted 24 Each Hour

634E0600 4" Temporary Pavement Marking Tape Type I 200 Ft SqFt

634E0640 Temporary Pavement Marking 1,000 Ft LS

634E0705 Remove and Reset Traffic Control Movable Concrete Barrier 250 Each LS

634E2000 Longitudinal Pedestrian Barricade 900 Ft Each

634E2020 Temporary Curb Ramp 2 Each Each

634E2025 Longitudinal Pedestrian Barrier 64 Ft Each

634E2050 Temporary Sidewalk 1,400 SqFt Each

Ft

Ft Section C- Traffic Control PCN 0282 Each

BID ITEM ITEM QUANTITY SqFt NUMBER

UNIT

SqFt 004E0010 Blading 100 Hour

Ft 634E0010 Flagging 6,000.0 Hour

Each 634E0110 Traffic Control Signs 1,567.8 SqFt

Ft 634E0120 Traffic Control , Miscellaneous Lump Sum LS

Sq Ft 634E0135 Traffic Control Supervisor Lump Sum LS

Hour 634E0275 Type 3 Barricade 25 Each

634E0380 Tubu lar Marker 538 Each

634E0420 Type C Advance Warning Arrow Board 2 Each

634E0525 Linear Delineation System Panel, Barrier Mounted 24 Each

634E0600 4" Temporary Pavement Marking Tape Type I 4,630 Ft

634E0640 Temporary Pavement Marking 3,500 Ft

634E0700 Traffic Control Movable Concrete Barrier 250 Each

634E0705 Remove and Reset Traffic Control Movable Concrete Barrier 250 Each

634E0900 Portable Temporary Traffic Control Signal 5 Unit

634E2000 Longitudinal Pedestrian Barricade 3,000 Ft

634E2020 Temporary Curb Ramp 7 Each

634E2025 Longitudinal Pedestrian Barrier 280 Ft

634E2050 Temporary Sidewalk 5,616 SqFt

734E5010 Sweeping 100 Hour

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Section D- Erosion Control PCN 03TH Section D- Erosion Control PCN 0282 BID ITEM ITEM QUANTITY UNIT

BID ITEM ITEM QUANTITY UNIT NUMBER NUMBER

0 Section E - Structure - PCN 0282 0 110E1690 Remove Sediment 19.6 CuYd 110E1690 Remove Sediment 16.0 CuYd <:'!

110E1695 Remove Sediment Filter Bag 2,116 Ft 110E1695 Remove Sediment Filter Bag 1,724 Ft Structure No. 24-292-026 110E1700 Remove Silt Fence 1,818 Ft 110E1700 Remove Silt Fence 1,302 Ft BID ITEM

NUMBER ITEM QUANTITY UNIT

230E0010 Placing Topsoil 1,378 CuYd 230E0010 Placing Topsoil 48 CuYd

230E0020 Contractor Furnished Topsoil 143 CuYd 230E0020 Contractor Furnished Topsoil 44 CuYd 009E3310 Bridge Elevation Survey Lump Sum LS

730E0100 Cover Crop Seeding 2.0 Bu 730E0100 Cover Crop Seeding 1.0 Bu 110E0010 Remove Concrete Bridge Approach Slab 514.2 SqYd

730E0251 Special Permanent Seed Mixture 1 1,173 Lb 730E0251 Special Permanent Seed Mixture 1 40 Lb 410E2600 Membrane Sealant Expansion Joint 126.4 Ft

731 E0100 Fertilizing 1,005 Lb 731 E0100 Fertilizing 35 Lb 430E0200 Bridge End Embankment CuYd

732E0550 Fiber Reinforced Matrix 7,691 Lb 732E0550 Fiber Reinforced Matrix 268 Lb 430E0300 Granular Bridge End Backfill 13.7 CuYd

734E0102 Type 2 Erosion Control Blanket 2,575 SqYd 734E0154 12" Diameter Erosion Control Wattle 200 Ft 430E0510 Approach Slab Underdrain Excavation 5.9 CuYd

734E0154 12" Diameter Erosion Control Wattle 360 Ft 734E0165 Remove and Reset Erosion Control Wattle 50 Ft 460E0070 Class A45 Concrete , Bridge Repair 12.1 CuYd

734E0165 Remove and Reset Erosion Control Wattle 90 Ft 734E0170 Temporary Sediment Barrier 3,250 Ft 460E0150 Concrete Approach Slab for Bridge 307.2 SqYd

734E0170 Temporary Sediment Barrier 3,000 Ft 734E0180 Sediment Filter Bag 1,724 Ft 460E0160 Concrete Approach Sleeper Slab for Bridge 62.3 SqYd

734E0180 Sediment Filter Bag 2,116 Ft 734E0604 High Flow Silt Fence 1,302 Ft 460E0380 Install Dowel in Concrete 62 Each

734E0510 Shaping for Erosion Control Blanket 1,159 Ft 734E0610 Mucking Si lt Fence 90 CuYd 480E0200 Epoxy Coated Reinforcing Steel 1,006 Lb

734E0604 High Flow Silt Fence 1,81 8 Ft 734E0620 Repair Silt Fence 325 Ft 480E0504 No. 4 Rebar Splice 41 Each

734E0610 Mucking Silt Fence 126 CuYd 734E0845 Sediment Control at Inlet with Frame and Grate 56 Each 480E0505 No. 5 Rebar Splice 28 Each

734E0620 Repair Si lt Fence 455 Ft 734E0847 Sediment Control at Type S Reinforced Concrete Drop Inlet 52 Ft 480E0506 No. 6 Rebar Splice 64 Each

734E0845 Sediment Control at Inlet with Frame and Grate 64 Each 734E5010 Sweeping 20 Hour 621E0300 Chain Link Fence for Bridge Sidewalk 206 Ft

734E0847 Sediment Control at Type S Reinforced Concrete Drop Inlet 78 Ft 900E1 310 Concrete Washout Facility Each 651 E0160 6" Reinforced Concrete Sidewalk 518 SqFt

734E5010 Sweeping 20 Hour 900E1320 Construction Entrance Each 680E0040 4" Underdrain Pipe 143 Ft

900E1310 Concrete Washout Facility Each 680E2500 Porous Backfill 11 .7 Ton t:: Cl

900E1320 Construction Entrance Each Section E - Structure - PCN 06DE "Cl <( t:: 0

Structure No. 24-298-038 il "

Section D- Erosion Control PCN 06DE en .,

BID ITEM i NUMBER ITEM QUANTITY UNIT

~ BID ITEM ITEM QUANTITY UNIT Section E - Structure - PCN 0282 f--

NUMBER "' 009E3310 Bridge Elevation Survey Lump Sum LS 0

Structure No. 24-290-027 § 110E1690 Remove Sediment 1.8 CuYd 120E0010 Unclassified Excavation 41 CuYd -~

C.

~ 110E1 695 Remove Sediment Filter Bag 244 Ft 410E2600 Membrane Sealant Expansion Joint 65.4 Ft BID ITEM

ITEM QUANTITY UNIT NUMBER 110E1700 Remove Silt Fence 190 Ft 430E0300 Granular Bridge End Backfill 41 .4 CuYd .!!1

120E0010 Unclassified Excavation 5 CuYd [i:

230E0010 Placing Topsoil 39 CuYd 430E0510 Approach Slab Underdrain Excavation 2.3 CuYd

230E0020 Contractor Furnished Topsoil 68 CuYd 460E0150 Concrete Approach Slab for Bridge 143.4 SqYd 430E0510 Approach Slab Underdrain Excavation 2.3 CuYd

730E0251 Special Permanent Seed Mixture 1 32 Lb 460E01 60 Concrete Approach Sleeper Slab for Bridge 46.0 SqYd 460E0070 Class A45 Concrete, Bridge Repair 7.0 CuYd

731E0100 Fertilizing 27 Lb 460E0380 Install Dowel in Concrete 46 Each 460E0380 Install Dowel in Concrete 184 Each

732E0550 Fiber Reinforced Matrix 205 Lb 480E0504 No. 4 Rebar Splice 15 Each 480E0200 Epoxy Coated Reinforcing Steel 750 Lb

734E0180 Sediment Filter Bag 244 Ft 480E0505 No. 5 Rebar Splice 24 Each 480E0505 No. 5 Rebar Splice 32 Each

734E0604 High Flow Silt Fence 190 Ft 480E0506 No. 6 Rebar Splice 24 Each 680E0040 4" Underdrain Pipe 68 Ft

734E0610 Mucking Silt Fence 13 CuYd 651 E01 60 6" Reinforced Concrete Sidewalk 214 SqFt 680E2500 Porous Backfill 2.3 Ton

734E0620 Repair Silt Fence 48 Ft 680E0040 4" Underdrain Pipe 75 Ft

734E0845 Sediment Control at Inlet with Frame and Grate 7 Each 680E2500 Porous Backfill 4.4 Ton

"' 734E0847 Sediment Control at Type S Reinforced Concrete Drop Inlet 26 Ft

" N 734E5010 Sweeping 8 Hour

~ 900E1 310 Concrete Washout Facility Each ~

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ESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTS I STATE OF I PROJECT I I TOTAL t------,ue-Tll"!'..,,,....,,,...,,,-------t SHEET SHEETS SOUTH I 1m UUl"OJ,IJ~'/:',:' 1 1 DAKOTA NNHH0j_!l_!lJ9fJi.0_

BID ITEM NUMBER

120E6200

260E1010

260E1030

260E2030

320E1200

380E0060

380E3020

380E5010

380E6000

380E6110

BID ITEM NUMBER

120E6200

260E1030

260E2030

320E1200

380E0060

380E6000

410E2600

BID ITEM NUMBER

120E6200

260E1010

260E1030

260E2030

320E1200

380E0050

380E3020

380E5010

380E6000

380E6110

410E2600

Section F - Surfacing - 03TH ITEM QUANTITY

Water for Granular Material 195.5

Base Course 1,239.0

Base Course, Salvaged 2,122.2

Gravel Cushion , Salvaged 12,917.2

Asphalt Concrete Composite 1,814.6

8.5" Nonreinforced PCC Pavement 32,372.2

6" PCC Driveway Pavement 398.2

Fast Track Concrete 1,204.3

Dowel Bar 17,362

Insert Steel Bar in PCC Pavement 80

Section F - Surfacing - 06DE ITEM QUANTITY


Base Course, Salvaged 208.3

Gravel Cushion, Salvaged 591.4

Asphalt Concrete Composite 108.5

8.5" Nonreinforced PCC Pavement 2,018.9

Dowel Bar 1,113

Membrane Sealant Expansion Joint 57.0

Section F - Surfacing - 0282 ITEM QUANTITY


Base Course 1,033.0

Base Course, Salvaged 744.5

Gravel Cushion, Salvaged 5,990.0

Asphalt Concrete Composite 830.6

8" Nonreinforced PCC Pavement 16,150.5

6" PCC Driveway Pavement 435.9

Fast Track Concrete 1,214.1

Dowel Bar 8,222

Insert Steel Bar in PCC Pavement 48

Membrane Sealant Expansion Joint 116.5

UNIT

MGal

Ton

Ton

Ton

Ton

SqYd

SqYd

SqYd

Each

Each

UNIT

MGal

Ton

Ton

Ton

SqYd

Each

Ft

UNIT

MGal

Ton

Ton

Ton

Ton

SqYd

SqYd

SqYd

Each

Each

Ft

Section L - Signal and Lighting - PCN 03TH BID ITEM NUMBER

ITEM

110E1530 Remove Signal Pole Footing

110E1540 Remove Luminaire Pole Footing

110E5100 Salvage Luminaire Pole

110E5110 Salvage Signal Equipment

635E0050 Breakaway Base Luminaire Pole with Arm, 50' Mounting Heiaht

635E0901 Decorative Luminaire Pole with Arm

635E2120 Signal Pole with 20' Mast Arm and Luminaire Arm



635E3700 Roadway Luminaire, LED with Photoelectric Cell

635E3815 Decorative Luminaire, LED with Photoelectric Cell

635E4030 3 Section Vehicle Signal Head

635E5020 2' Diameter Footing

635E5030 3' Diameter Footing

635E5301 Type 1 Electrical Junction Box



635E5405 Electrical Service Cabinet with Secondary Disconnect

635E5430 Traffic Signal Controller

635E5515 Battery Backup System for Traffic Signal

635E5530 Preformed Detector Loop

635E5880 Accessible Pedestrian Signal

635E5910 Pedestrian Push Button Pole

635E5922 Pedestrian Signal Head with Countdown Timer

635E5930 Pedestrian Crossing Sign

635E6200 Miscellaneous, Electrical

635E6603 Backplate for 3 Section Signal Head

635E7500 Remove and Reset Luminaire Pole

635E8120 2" Rigid Conduit, Schedule 40


* 635E8220 2" Rigid Conduit, Schedule 80




635E9016 1/C #6 AWG Copper Wire


635E9020 1 /C #10 AWG Copper Wire


635E9502 2/C #14 AWG Copper Tray Cable, K2



635E9600 #16 AWG Copper Twisted Shielded Pair

635E9710 2/C #10 AWG Copper Pole and Bracket Cable

• - Denotes Non-Participating

QUANTITY

4

52

43

Lump Sum

21

15

2

25

15

12

46.0

33

5

31

8

8

8

8

Lump Sum

12

9

7,540

20

80

1,790

165

400

22,780

7,985

350

825

1,350

445

655

2,155

2,375


UNIT

Each

Each Section L - Signal and Lighting - PCN 0282 Each BID ITEM

ITEM QUANTITY UNIT NUMBER

LS

Each 110E1540 Remove Luminaire Pole Footing 66 Each

110E5100 Salvage Luminaire Pole 66 Each Each

Each 635E0050

Breakaway Base Luminaire Pole with Arm, 50' Mounting 5 Each

Heiaht

Each 635E0901 Decorative Luminaire Pole with Arm 24 Each

Each 635E3700 Roadway Luminaire, LED with Photoelectric Cell 5 Each

Each 635E3815 Decorative Luminaire , LED with Photoelectric Cell 24 Each

Each 635E5020 2' Diameter Footing 242.0 Ft

Each 635E5301 Type 1 Electrical Junction Box 16 Each

Ft 635E5400 Electrical Service Cabinet 5 Each

Ft 635E6200 Miscellaneous, Electrical Lump Sum LS

Each 635E8120 2" Rigid Conduit, Schedule 40 3,780 Ft

Each 635E8220 2" Rigid Conduit, Schedule 80 1,080 Ft

Each 635E9013 1/C #3 AWG Copper Wire 4,405 Ft




Each 635E9710 2/C #10 AWG Copper Pole and Bracket Cable 1,525 Ft

Each

Each

Each

Each

LS

Each

Each

Ft

Ft

Ft

Ft

Ft

Ft

Ft

Ft

Ft

Ft

Ft

Ft

Ft

Ft

Ft

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ESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTS I STATE OF lt---"1<TCTTll',.,,.P.,Ro,.,,.J..,EC,,.,Tmr-----tl SHEET I TOTAL SHEETS SOUTH I 1m UUl"OJ,IJ~'/:',:'

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DAKOTA NNHH0j_!l_!lJ9fJ~0-

Section M - Pavement Marking - PCN 03TH Section M - Pavement Marking - PCN 0282 BID ITEM BID ITEM

ITEM QUANTITY ITEM QUANTITY UNIT NUMBER NUMBER

Cold Applied Plastic Pavement Marking, 4" with Contrast 633E0030 Cold Applied Plastic Pavement Marking, 24" 1,603 Ft 633E0019

Border 105

633E0040 Cold Applied Plastic Pavement Marking, Arrow 31 Each 633E0030 Cold Applied Plastic Pavement Marking, 24" 1,510

633E0046 Cold Applied Plastic Pavement Marking, Lane Reduction

2 Each 633E0035 Cold Applied Plastic Pavement Marking, Area 75 Arrow

633E0050 Cold Applied Plastic Pavement Marking, Message 2 Word 633E0040 Cold Applied Plastic Pavement Marking, Arrow 3

633E0255 Preformed Thermoplastic Pavement Marking, Symbol 6 Each 633E0255 Preformed Thermoplastic Pavement Marking , Symbol 4

633E1220 High Build Waterborne Pavement Marking Paint, 4" White 4,475 Ft 633E1220 High Build Waterborne Pavement Marking Paint, 4" White 4 ,300

633E1222 High Build Waterborne Pavement Marking Paint, 4" Yellow 16,040 Ft 633E1222 High Build Waterborne Pavement Marking Paint, 4" Yel low 9,170

633E5015 Grooving for Cold Applied Plastic Pavement Marking, 24" 1,603 Ft 633E5004 Grooving for Cold Applied Plastic Pavement Marking, 4" with

105 Contrast Border

633E5025 Grooving for Cold Applied Plastic Pavement Marking, Arrow 31 Each 633E5015 Grooving for Cold Applied Plastic Pavement Marking, 24" 1,510

633E5031 Grooving for Cold Applied Plastic Pavement Marking, Lane

2 Each 633E5020 Grooving for Cold Applied Plastic Pavement Marking, Area 75 Reduction Arrow

633E5100 Grooving for Durable Pavement Marking, 4" 20,515 Ft 633E5025 Grooving for Cold Applied Plastic Pavement Marking, Arrow 3

633E5135 Grooving for Durable Pavement Marking, Message 2 Word 633E5037 Grooving for Cold Applied Plastic Pavement Marking, Symbol 4

633E51 37 Grooving for Durable Pavement Marking, Symbol 6 Each 633E5100 Grooving for Durable Pavement Marking , 4" 13,470

Section M - Pavement Marking - PCN 06DE Section S - Permanent Signing - PCN 03TH

BID ITEM ITEM QUANTITY BID ITEM NUMBER NUMBER ITEM QUANTITY UNIT

110E0130 Remove Traffic Sign 13 633E0010 Cold Applied Plastic Pavement Marking, 4" 700 Ft

110E7150 Remove Sign for Reset 25 633E0020 Cold Applied Plastic Pavement Marking, 8" 165 Ft

632E1320 2.0"x2 .0" Perforated Tube Post 181 .0 633E0030 Cold Applied Plastic Pavement Marking, 24" 35 Ft

632E1340 2.5"x2.5" Perforated Tube Post 165.0 633E0040 Cold Applied Plastic Pavement Marking, Arrow 2 Each

632E3203 Flat Aluminum Sign, Nonremovable Copy High Intensity 26.0 633E0050 Cold Applied Plastic Pavement Marking, Message Word Flat Aluminum Sign, Nonremovable Copy SuperNery High

632E3205 134.8 633E5000 Grooving for Cold Applied Plastic Pavement Marking, 4" 700 Ft Intensity

633E5005 Grooving for Cold Applied Plastic Pavement Marking, 8" 165 Ft 632E3500 Reset Sign 25

633E5015 Grooving for Cold Applied Plastic Pavement Marking, 24" 35 Ft

633E5025 Grooving for Cold Applied Plastic Pavement Marking, Arrow 2 Each

633E5035 Grooving for Cold Applied Plastic Pavement Marking,

Word Messaae

UNIT

Ft

Ft

SqFt

Each

Each

Ft

Ft

Ft

Ft

SqFt

Each

Each

Ft

UNIT

Each

Each

Ft

Ft

SqFt

SqFt

Each


Section S - Permanent Signing - PCN 06DE BID ITEM ITEM QUANTITY UNIT NUMBER

110E0130 Remove Traffic Sign Each

110E7150 Remove Sign for Reset 2 Each

632E1320 2.0"x2.0" Perforated Tube Post 20.0 Ft


632E3203 Flat Aluminum Sign, Nonremovable Copy High Intensity 9.0 SqFt

632E3205 Flat Aluminum Sign, Nonremovable Copy SuperNery High

13.3 SqFt Intensity

632E3500 Reset Sign 2 Each

Section S - Permanent Signing - PCN 0282 BID ITEM

ITEM QUANTITY UNIT NUMBER

110E7150 Remove Sign for Reset 17 Each



632E3203 Flat Aluminum Sign , Nonremovable Copy High Intensity 2.0 Sq Ft

632E3205 Flat Aluminum Sign , Nonremovable Copy SuperNery High

44.0 Sq Ft lntensitv

632E3500 Reset Sign 17 Each

SPECIFICATIONS

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

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ESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTS I STATE OF lt------.:TC"'Tirr,,P..,,R,..OJV,EC,...TT[J""" __ ----11 SHEET I TOTAL SHEETS

SOUTH I 1m UUl"OJ,IJ~'/:',:' 1,__-----<

1>-----1


ENVIRONMENTAL COMMITMENTS

The SDDOT is committed to protecting the environment and uses 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. During construction , the Project Engineer will verify that the Contractor has met Environmental Commitment requirements. 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: https://dot.sd.gov/doing-business/environmental/about-environmental

For questions regarding change orders in the field that may have an effect on an Environmental Commitment, the Project Engineer will contact the Environmental Engineer at 605-773-3180 or 605-773-4336 to determine whether an environmental analysis and/or resource agency coordination is necessary.

Once construction is complete, the Project Engineer will review all environmental commitments for the project and document their completion .

COMMITMENT B: FEDERALLY THREATENED, ENDANGERED, AND PROTECTED SPECIES

COMMITMENT B5: NORTHERN LONG-EARED BAT

This project is within the range of suitable habitat for the Northern LongEared Bat (NLEB) and project work will avoid conflicts with NLEB roosting habitat.

Action Taken/Required:

Project activities that include tree removal , structure work, and/or work within one-quarter mile of a known h ibernacula or 150 feet of a known maternity roost tree, or suitable habitat should not occur within the location(s) listed below during the NLEB seasonal work restriction timeframe without approval from the SDDOT Environmental Office.

Station NLEB Seasonal Work Restriction

155+63-30' R Cottonwood tree with exfoliating bark

April 1 to October 31

Tree removal will occur between November 1st and March 31 st . For the purposes of this note, a tree is defined as a live, dying, or dead woody plant, with a trunk three inches or greater in diameter at a height of 4.5 feet about the ground surface, and with a minimum height of 13 feet

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 (AIS) positive waters within South Dakota without prior approval from the SDDOT Environmental Office. To prevent and control the introduction and spread of invasive species into the project vicinity, all equipment shall be power washed with hot water (~140 °F) and completely dried for a minimum of 7 days prior to subsequent use. South Dakota administrative rule 41 :10:04:02 forbids the possession and transport of AIS ; therefore, all attached dirt, mud, debris and vegetation must be removed and all compartments and tanks capable of holding standing water must be drained. This includes, but is not limited to, all equipment, pumps, lines, hoses and holding tanks.


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 water sources impacted by Aquatic Invasive Species in South Dakota can be accessed at: http://sdleastwanted.com/maps/default.aspx.

South Dakota Administrative Rule 41 :10:04 Aquatic Invasive Species: https://sdleqislature.gov/rules/DisplayRule.aspx?Rule=41: 10:04

COMMITMENT D: WATER QUALITY STANDARDS

COMMITMENT D1: SURFACE WATER QUALITY

The Fall River and Cold Brook Creek are classified as a cold water marginal fish life propagation fishery with a total suspended solids standard of less than 90 mg/L 30-day average, less than 158 mg/L daily maximum.


The Contractor is advised that the South Dakota Surface Water Quality Standards, administered by the South Dakota Department of Environment and Natural Resources (DENR), apply to this project. Special construction measures will be taken to ensure the above standard(s) of the surface waters are maintained and protected.

COMMITMENT D2: SURFACE WATER DISCHARGE

The DENR General Permit for Temporary Discharge is required for temporary dewatering and discharges to waters of the state. The effluent limit for total suspended solids will be 90 mg/L 30-day average. The effluent limit applies to discharges to all waters of the state except discharges to waters classified as cold water permanent fish life propagation waters according to the ARSD 7 4:51 :01 :45. For discharges to waters of the state classified as cold water permanent fish life propagation waters, the effluent limit for total suspended solids will be 53 mg/L daily maximum.

Plotting Date: 08/20/2021

The permittee has the option of completing effluent testing or implementing a pollution prevention plan for compliance with this permit. If the permittee develops a pollution prevention plan instead of total suspended solids sampling, the plan must be developed and implemented prior to discontinuing total suspended solids sampling. Refer to Section 4.0 of the permit. If any pollutants are suspected of being discharged , a sample must be taken for those parameters listed in Section 3.4 of the permit.

Refer to Commitment 01 : Surface Water Quality for stream classification .


If construction dewatering is required and this project is currently covered under a General Permit for Stormwater Discharges Associated with Construction Activities, the contractor will need to submit the dewatering information to the SDDENR using the following form:

http://denr.sd.gov/des/sw/eforms/AddTemplnfoFillable.pdf

The Contractor will provide a copy of the approved permit or the submitted dewatering information to the Project Engineer prior to proceeding with any dewatering activities. The approved permit or submitted dewatering information must be kept on-site and as part of the project records.

Effluent monitoring, as a result of dewatering activities, will be summarized for each month and recorded on a separate Discharge Monitoring Report (DMR) and submitted to DENR monthly. Additional information can be found at http://denr.sd.gov/des/sw/WhatisaDMR.aspx

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ESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTS I STATE OF lt------.:TC"'Tirr,,P..,,R,..OJV,EC,...TT[J""" __ ----11 SHEET I TOTAL SHEETS

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COMMITMENT E: STORM WATER

Construction activities constitute 1 acre or more of earth disturbance and/or work in a waterway.


The DENR General Permit for Stormwater 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/CG PAppendixCCA2018Fillable .pdf

The Contractor is advised that permit coverage may also be required for offsite 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 DOT 298 Form 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 the site.

Information on storm water permits and SWPPPs are available on the following websites:

SDDOT: https://dot.sd.gov/doing-business/environmental/stormwater

DENR: http://den r.sd .gov/des/sw/stormwater.aspx

EPA: https://www.epa.gov/npdes

COMMITMENT H: WASTE DISPOSAL SITE

The Contractor will furnish a site(s) for the disposal of construction and/or demolition debris generated by this project.


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 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 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: HISTORIC PRESERVATION OFFICE CLEARANCES

The SDDOT has obtained concurrence with the State Historic 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 in 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 within 100 feet of the inadvertent discovery will immediately cease and the Project Engineer will be immediately notified. The Project Engineer will contact the SDDOT Environmental Office, who will contact the appropriate SHPO/THPO within 48 hours of the discovery 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 .

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ESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTS COMMITMENT L: CONTAMINATED MATERIAL

Contaminated soil and/or known gas stations, undergrounds storage tanks, etc. are located within the project limits. Petroleum contaminated soil may be located at the following sites:

Description Station L/R

Service Station 16+00 to 17+00 L

Service Station 26+00 to 27+50 and 10+50 to 11+45 L

Service Station 52+00 to 54+00 R

Former Service Station 129+00 to 130+00 R

Service Station 147+15 to 147+50 L


The Contractor will give notice to the Engineer when contaminated soil is encountered on the project. The Engineer will contact the Environmental Office so that contact with the DENR and consultant to inspect and monitor removal of any contaminated soil can be initiated.

The Contractor will be responsible for having the existing underground utilities located in the construction area. Underground utilities damaged by the Contractor due to negligence will be repaired at the Contractor's expense.

Petroleum contaminated soil may be disposed of at Custer Fall River Landfill, 28470 Lookout Road, Edgemont, SD (phone 605-662-7104 or 605-662-7760). Measurement of "Contaminated Material Excavation" will be in accordance with Section 120.4 of the Specifications. All costs for excavating and transporting the contaminated materials to the disposal site and all fees charged per cubic yard by the disposal site will be incidental to the contract unit price per cubic yard for "Contaminated Material Excavation".

The estimated quantity of "Contaminated Material Excavation" is 100 cubic yards each for PCN 03TH and PCN 028Z. The quantity of "Contaminated Material Excavation" may vary from the plans. No adjustment will be made to the contract unit price for variations in the quantity of "Contaminated Material Excavation". The estimated quantity of "Contaminated Material Excavation" is provided in Section B - Grading Plans.

COMMITMENT N: SECTION 404 PERMIT

The SDDOT has obtained a Section 404 Permit from the USACE for the permanent actions associated with this project.


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.

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