1 - apps.sd.govapps.sd.gov/hc65c2c/ebs/lettings/electronicplans/04k0_sectiona.pdf1 557 2 october 7,...

1 557

2October 7, 2020

0 0 <:'!

r·" r~-.------[,,;,, -----------}.,.ill --J-~'""°" -----,,.,----T,.,;;,- --_-r.;;:,,.-:✓)

! / ---- ---- ~ALWJRTH-- E□MUNDS ____ l -,D,t,Y ---7 '\ 1 1 zrEBACH l"DEwev ---4., 1 \ .. ....._

I I ' I ) I I ~--\ =---- , I i , ~--.=. i rs..;; , ;"'"" ,J--: i I ;=- i'~" I"'" --II''-"" ,'0 '""°' ! , ME.O.iii ____ 7 ) .\ I 1 1 1

; I --7 l-- 1 I I DEUEL:

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

I ~- ' ,.-f- "-" ) I I _J ' I ' ~"""' I ~-- ( ' t;;;;;-~--- -, _--1..--~---\ I I ~.., ~ES---\ ,~--· ~GSBURY \BROOKINGS

I --....,.; I N ~ I

: I_ i I '------ ' I I I IL ___ ]_ 1 1' '-.=--= '; ~ '---,-,,--- -----==-L---r;:;;;;,,,----~ PENNINGTON -------S LYMAN_\.._..._ BUFFALO JERAULD I SANBORN MINER It.AKE l'n I ' ,_____ I .J I I I ' • =• --r 1 • 1 1 • 'hm-siER-------, I l e~- .w~-1 I ____J. ____ I / , .,,..~, 1 , r,.,vismi HANSON I McCOOK , MINNEKAHA I , 1-,- , I , ! I~.~.:-- 1 - - ~j L \ I \ \T.uaw,-, -7 I ' 1 t -,.'---v-c;.;;,-· ' ,_,,,,,,, __ -----1-_. 1 f-WU.ESMX H1N TURN I ', I BENNETT TODD ----7 GREGORY J

! I I 't ">---~=!:--- '1 ~, ' ~ I !ION HOMME I YANKTON , •

L - - - - - - - - - -L I I CLAY UNION

- - - - - - - - J - - -- - - - _L _ -- - - - -- _...1.,_ _ - - - - - - - - - - - -- I I ;

,.._J,--~-,l ,J , .. , ... ,_, ~

...., '

STATE OF SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION

PLANS FOR PROPOSED

PROJECT PH 0044(184)330 SD HIGHWAY 44

DOUGLAS & HUTCHINSON COUNTIES

SHOULDER WIDENING, AC SURFACING OF SHOULDERS, PIPE WORK & EXTEND CULVERT (RCBC)

PCN 04K0

END PH 0044(184)330

STATE OF SOUTH

DAKOTA

Plotting Date:

____ PR_O_JEC_T ___ --1 SHEET

PH 0044(184)330

06/08/2020

INDEX OF SECTIONS

Section A: Estimate of Quantities and

Environmental Commitments

Section B: Grading Plans

Section C: Traffic Control Plans

TOTAL SHEETS

Section D: Erosion and Sediment Control Plans

Section E: Structure Plans

Section F: Surfacing Plans

Section M: Pavement Marking Plans

Section S: Permanent Signing Plans

Section X: Cross Sections

Section Z: Pipe Sections

PROJECT -, ... \ Station 1092+65.00 = 308+00.29 on

DESIGN DESIGNATION

1470

R64W

z CJ') CJ')

I-24

ADT(2016) ADT(2041) DHV 1 ~~~ R 64 W D TDHV TADT

V

52% 7.8%

17.2% 65mph Begin to 1069+90 45mph 1069+90 to End

STORM WATER PERMIT

Major Receiving Chateau Creek Body of Water: Area Disturbed: 213 Ac Total Project Area: 370 Ac Approx. Begin Lat.Long: 43.3841,-98.3509

\ I

':;2

19 20

277 ST

w > <!

,,,-, " LC1 0"1 0"1 0"1 ,,,-, ,,,-, ,,,-,

R63W

BEGIN PH 0044(184)330 Station 148+88.00 = 148+82.54 on S-1971(SW) Located 772.79 feet West and 38.75 feet South of the Northeast corner of Section 24 -Township 99 North-Range 64 West of the 5th P.M. MRM ~ -70+0.147 ~ris 281)

a, 1 . ~ cri co a, a, + ! L s ,.__

,.__ LO

14 13 18 17

VALLEY

G 24 19 20

w / w w > > > <! <!

~ <t

t-- co 0 0"1 0"1 0 "" "' sr

Gross Length

Length of Exceptions

Net Length

R62W

N (!) C')

co .,; ,-.: a, 0 + + 0 a, co N (!) (!)

16 15

276 ST

21 22 I w w \ > > <! <!

N 0 0 sr sr

R62W

94377 .00 Feet

0.00 Feet

94377 .00 Feet

23

w > <t ,,,-, 0 sr

S-1972(1) Located 101.31 feet West and 2.39 feet South of the

>-Southeast corner of Section 13-Township

I- 99 North-Range 61 >- z West of the 5th P.M. ::J ~lo MRM 348.24+0.350 (SD44) ::J u 0 z R61 W u 0 (/) (/)

<{ z 0 N (!) LO

....J :r: ,.__ 0

C) u LO o:i LO .,;

" co " ::J I- + + + +

0 ::J LO ,.__ co 0 C') co C') a,

0 :r: co 275 ST co a, a,

co (!)

o:i 15 14 13

,.__ 18 17 16 +

" co ,.._

24 19 20 21 22

277 ST

w > <t sr 0 sr

17.874 Miles

0.000 Miles

17.874 Miles

w > <t

LC1 Ul 0 0 V sr

w w > > <t <!

co r--- 0 0 sr V

R61 W

0

" .,; a, + ::;;:

~ ////# 0 ~ q;

~ PARKSTON ~ POP. 1,508

z CJ') CJ')

I-

0"1 0 0 ;:,: sr

\

C: Cl

"C ,;

f 0 ><'.

" 0 g> 0 3l

f ::::i

.!!1 [i:

A1 A7I STATE OF I PROJECT I SHEET I TOTAL

ESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTS SHEETS

SOUTH I PH 0044(184)330 I I DAKOTA

Plotting Date: 08/26/2020 Revised 08/26/2020 AR

Section B - Grading Section B - Grading

BID ITEM ITEM QUANTITY UNIT BID ITEM

ITEM QUANTITY UNIT INDEX OF SHEETS

0 NUMBER NUMBER 0 <:'!

A1 to A3 Estimate of Quantities for Sections B, C, D, E, F, 009E0010 Mobilization Lump Sum LS 450E02t2 54" RCP Class 2, Furnish 32 Ff M, and S 009E3220 Reestablish Right-of-Way and Property Corner 171 Each 450E0220 54" RCP, Install 32 Fl A4 to A7 E1wiro11mental Commitments 009E3225 Reestablish Public Land Survey System Corner 38 Each 450E0242 72" RCP Class 2, Furnish 60 Fl

009E3230 Grade Slaking 18.167 Mile 450E0250 72" RCP, Install 60 Fl

009E3245 Final Cross Section Survey 17.805 Mile 450E0408 18" RCP Bend, Furnish 2 Each

009E3250 Miscellaneous Staking 17.805 Mile 450E0409 18" RCP Bend, Install 2 Each

009E3280 Slope Slaking 17.805 Mile 450E0416 24" RCP Bend, Furnish Each SPECIFICATIONS 009E3290 Structure Staking 3 Each 450E0417 24" RCP Bend, Install Each

009E3301 Engineer Directed Surveying/Staking 40.0 Hour 450E0700 RCF> Tee, Furnish Each Standard Specifications for Roads and Bridges, 2015 Edition and Required Provisions, Supplemental Specifications, and Special Provisions as included in

009E4200 Construction Schedule, Category II Lump Sum LS 450E0701 RCP Tee, Install Each the Proposal. 10oE010o Clearing Lump Sum LS 450E2028 36" RCP Flared End, Furnish Each

110E0550 Remove Callie Guard Each 450E2029 36" RCP Flared End, Install Each

110E0600 Remove Fence 62,460 Fl 450E2032 42" RCP Flared End. Furnish 2 Each

110E0730 Remove Beam Guardrail 1,640.0 Ft 450E2033 42" RCP Flared End, Install 2 Each

110 1010 Remove Asphalt Concrete Pavement 286.5 $QYd 450E2200 24" RCP Sloped End, Furnish 14 Each

110E7040 Remove Gate for Reset 3 Each 450E2201 24" RCP Sloped End, Install 14 Each

110E7510 Remove Pipe End Section for Reset 85 Each 1 450E2.204 30" RCP Sloped End. Furnish 12 Each

110E7540 Remove Cattle Pass End Section ror Reset 2 Each 450E2205 30" RCP Sloped End, Install 12 Each

120E0010 Unclassined Excavation 493,669 CuYd 450E2304 18" RCP Safety End, Furnish 27 Each C: Cl

" 120E0500 Option Borrow Excavation 82,668 CuYd 450E2307 18" RCP Safety End, Install 27 Each <( C: 0

120E0600 Contractor Furnished Borrow Excavation 19,702 CuYd 450E3004 18" RCP Arch Class 4, Furnish 138 Fl tl " en "' 120E1000 Muck Excavation 3.328 CuYd 450E301,0 18" RCP Arch, Install 138 Fl .l!l 0

120E2000 Underculling 113,052 CuYd 450E30112 24" RCP Arch Class 2, Furnish 54 Fl ~ ..,. 0

120E6100 Water ror Embankment 3,550.7 MGal 450E3020 24" RCP Arch, Install 54 Fl Cl ::, 0 3l

250E0020 Incidental Work, Grading Lump Sum LS 450E3022 30" RCP Arch Class 2, !Furnish 92 Fl -~ C.

~

270E0040 Salvage and Stockpile Asphall Mix and Granular 177,979.0 Ton 450E3030 30" RCP Arch, Install 92 Fl

Base Material 450E3032 36" RCP Arch Class 2, !Furnish 186 Fl .!!1

420E0400 Structure Excavation, Miscellaneous 5 CuYd [i:

450E3040 36" RCP Arch, Install 186 Fl 421 E0100 Pipe Culvert Undercut 465 CuYd

450E3052 48" RCP Arch Class 2, Furnish 116 Fl 450E01 22 18" RCP Class 2, Furnish 808 Ft

450E3060 48" RCP Arch, Install 116 Fl 450E01 23 18" RCP Class 3, Furnish 54 Ft

450E3072 60" RCP Arch Class 2, IFumish 26 Fl 450E0130 18" RCP, Install 862 Ft

450E3080 60" RCP Arch, Install 26 Fl 4SOE0142 24" RCP Class 2, Furnish 154 Ft

450E3332 48" RCP Arch Bend, Fumish ·1 Each 450E01 50 24" RCP, Install 154 Ft

450E3333 48" RCP Arch Bend, Install 1 Each 450E0162 30" RCP Class 2, Furnish 176 Ft

1 450E4520 48" RCP Arch Flared End, Furnish 2 Each 450E0170 30" RCP, Install 176 Fl

450E4521 48" RCP Arch Flared End, Install 2 Each 450E0182 36" RCP Class 2, Furnish 114 Ft

450E4600 24" RCP Arch Sloped End, Furnish Each :;: 4

" 450E0190 36" RCP, Install 114 Ft 450E4601 24" RCP Arch Sloped End, Install Each ~ 4

450E0192 42" RCP Class 2, Furnish 80 Ft ~ 450E4604 30" RCP Arch Sloped End, Furnish 8 Each 450E0200 42" RCP, Install 80 Ft

I 450E4605 30" RCP Arch Sloped End, Install 8 Each 450E0202 48" RCP Class 2, Furnish 102 Ft

l 450E4650 18" RCP Arch Safely End, Furnish 4 Each

450E0210 48" RCP, Install 102 Ft

" 450E4653 18" RCP Arch Safety End, Install 4 Each

" "' ~

A2 A7ESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTS I I PROJECT I TOTAL STATE OF 1-------------1 SHEET SHEETS

SOUTH I I DAKOTA PH 0044(184)330

BID ITEM NUMBER

450E4759

450E4760

450E4769

450E4770

Section B - Grading

ITEM

18" CMP 16 Gauge, Furnish

18" CMP, Install

24" CMP 16 Gauge, Furnish

24" CMP. Install

450E5406 18" CMP Safety End. Furnish

450E5407 18" CMP Safety End, Install

450E5410

450E5411

450E5509

450E5510

450E5529

450E5530

450E5559

450E5560

450E6006

450E6007

450E6015

450E6017

450E6033

450E6035

450E9001

462E0100

460E0100

560E5001

560E5002

560E5101

24" CMP Safety End, Furnish

24" CMP Safety End. Install

18" CMP Arch 16 Gauge. Furnish

18" CMP Arch, Install

30 CMP Arch 16 Gauge. Furnish

30" CMP Arch. Install

48" CMP Arch 14 Gauge. Furnish

48" CMP Arch, Install

18" CMP Arch Safety End, Furnish

18" CMP Arch Safety End, Install

30" CMP Arch Safety End with Bars, Furnish

30" CMP Arch Safety End, Install

46" CMP Arch $1,1fety End with Bars, Furnish

46" CMP Arch Safety nd, Install

Reset Pipe End Section

Class M6 Concrete

Reinforcing Steel

4'x6' Reinforced Concrete Cattle Pass. Furnish

4'x6' Reinforced Concrete Cattle Pass. Install

Reset Reinforced Concrete Cattle Pass End Section

600E0300 Type Ill Field Laboratory

610E0012 12' Cattle Guard

620E0020 Type 2 Right-of-Way Fence

620E0060 Type 6 Right-of-Way Fence

620E0220 Modified Type 2 Right-of-Way Fence

620E0510 Type 1 Temporary Fence

620E0515 Type 1A Temporary Fence

620E0520 Type 2 Temporary Fence

620E1020 2 Post Panel

620E1030 3 Post Panel

620E2100 Reset Gate

630E0500 Type 1 MGS

630E1500 Type 1 Guardrail Transition

630E2017 MGS MASH Flared End Terminal

720E1015 Bank and Channel Proteclion Gabion

QUANTITY UNIT

2,828 Ft

2.828 Ft

580 Ft

580 Ft

74 Each

74 Each

16 Each

16 Each

152 Ft

152 Ft

130 Ft

130 Ft

118 Ft

118 Ft

4 Each

4l Each

4 Each

4 Each

4i Each

4l

85 Each

7.5 CuYd

1,015 Lb

24 .0 Ft

24 .0 Ft

2 Each

Each

Each

43.884 Ft

2.625 Ft

3.880 Ft

6.460 Ft

2.615 Ft

4.140 Ft

142 Each

182 Each

3 Each

1,500.0 Ft

20 Each

20 Each

212.0 CuYd

BID ITEM NUMBER

831E0110

900E0010

900E0012

BIO ITEM NUMBER

634E0010

634E0020

634E0110

634E0120

634E0275

634E0640

634E1002

Section B - Grading

ITEM QUANTITY

Type B Drainage Fabric 609

Refurnish Single Mailbox 29

Refurnish Double Mailbox

Section C - Traffic Control

ITEM QUANTITY

Flagging 4,000.0

Pilot Car 2,000.0

Traffic Control Signs 875.3

Traffic Contirol, Miscellaneous Lumo Sum

Type 3 Barricade 16

Temporary Pavement Marking 3,721

Detour and Restriction Signing 120.0

Section D - Erosion and Sediment Control

BID ITEM

NUMBER

110E1690 Remove Sediment

ITEM QUANTITY

6.9

UNIT

SQYd

Each

Each

UNIT

Hour

Hour

SoFl

LS

Each

Ft

SoFt

UNIT

CuYd

110E1700 Remove Silt Fence 5.200 Ft

230E0010 Placing Topsoil 124.798 CuYd

730E0206 Type D Permanent Seed Mixture 190 Lb

730E0212 Type G Permanent Seed Mixture 5.657 Lb

731 E0200 Fertilizing 112.00 Ton

732E0100 Mulching 462.0 Ton

732E0550 Fiber Reinforced Matrix 40.700 Lb

734E0044 Soil Stabilizer 7.0 Acre

734E0154 12• Diameter Erosion Control Wattle 3.000 Ft

734E0165 Remove and Reset Erosion Control Wattle 750 Ft

734E0602 low Flow Silt Fence 9.502 Ft

734E0604 High Flow Sill Fence 11.314 Ft

734E0610 Mucking Sil l Fence 1.440 CuYd

734E0620 Repair Sill Fence 5.200 Ft

900E1320 Construction Entrance 4 Each

BID ITEM NUMBER

420E0200

421E0200

Plotting Date: 08/25/2020

Section E - Structure

ITEM

Structure Excavation, Box Culvert

Box Culvert Undercut

460E0120 Class A45 Concrete, Box Culvert

460E0300 Breakout S'lruclural Concrete

460E0380

480E0100

700E0210

831E01 10

BIDtTEM

NUMBER

110E0020

460E0070

460E0300

460E0380

480E0200

480E5000

BID ITEM NUMBER

420E0200

421E0200

460E0120

460E0300

460E0380

480E0100

700E0210

Install! Dowel in Concrete

Reinforcing Steel

Class B Riprap

Type B Drainage Fabric

Section E - Structure St ructure No. 22-213-080

ITEM

Remove Bridge Railing

Class A45 Concrete, Bridge Repair

Breakout Structural Concrete

Install Dowel in Concrete

Epoxy Coated R.einforcing Steel

Galvanic Anode

Section E - Structure St ructure No. 22-231 -080

ITEM

Structure Excavation, Box Culvert

Box Culvert Undercut

Class A45 Concrete, Box Culvert

Breakout Structural Concrete

Install Dowel in Concfete

Reinforcing Steel

Class B Riprap

831E0110 Type B Drainage Fabric

Revised 08/25/2020 AR

QUANTITY UNIT

74 CuYd

237 CuYd

135.2 CuYd

82.2 CuYd

130 Each

28,616 Lb

94.9 Ton

119

QUANTITY UNIT

160 Ft

14.0 CuYd

2.2 CuYd

162 Each

1.106 Lb

16 Each

QUANTITY UNIT

41 CuYd

130 CuYd

78.9 CuYd

24.5 CuYd

80 Each

13.666 Lb

45.3 Ton

59 SaYd

Q)

II:

A3 A7ESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTS I STATE OF I PROJECT I TOTAL 1-------------1 SHEET SHEETS

SOUTH I I DAKOTA PH 0044(184)330


Section E - Structure Section E - Structure Structure No. 34-005-080 Structure No. 34-057 -080 Section M - Pavement Marking

0 0

"' BID ITEM I BID ITEM BID ITEM ITEM QUANTITY UNIT ITEM QUANTITY UNIT ITEM QUANTITY UNIT NUMBER NUMBER NUMBER

110E0020 Remove Bridge Railing 108 Ft 110E0020 Remove Bridge Railing 186 Ft 633E0225 Preformed Thermoplastic Pavement Marking. 24" 25 Fl

46oeoo10 Class A45 Concrete, Bridge Repair 10.4 CuYd 460E0070 Class A45 Concrete, Bridge Repair 15.6 CuYd 633E0245 Preformed Thermoplastic Pavement Marking. 3 Word

460E0300 Brea out Structural Concrete 2.2 CuYd 460E0300 Breakout Structural Concrete 2.2 CuYd Messaae

633E1200 High Build Waterborne Pavement Marking Paint, 804 Gal 460E0380 Install Dowel in Concrete 106 Each 460E0380 Install Dowel in Concrete 184 Each White

480E0200 Epoxy Coaled Reinforcing Steel 812 Lb 480E0200 Epoxy Coated Reinforcing Steel 1.228 Lb 633E1205 High Build Waterborne Pavement Marking Paint, 538 Gal

480E5000 Galvanic Anode 16 Each 480E5000 Galvanic Anode 16 Each Yellow

633E5015 Grooving for Cold Applied Plastic Pavement 25 Ft

MarkinQ, 24" 633E5035 Grooving for Cold Applied Plastic Pavement 3 Word

Section E - Structure MarkinQ, Messaqe 634E0560 Remove Pavement Marking, 4" or Equivalent 377,508 Ft

Structure No. 34-017 -080 Section F - Surfacing

BID ITEM Section S - Permanent Signing ITEM QUANTITY UNli NUMBER BID ITEM

ITEM QUANTITY UNIT NUMBER

110E0020 Remove Bridge Railing 134 Fl BID ITEM 009E3320 Checker LumoSum LS ITEM QUANTITY UNIT

460E0070 Class A45 Concrete, Bridge Repair 12.2 CuYd NUMBER

120E6200 Waler for Granular Material 3.470.2 MGat 460E0300 Breakout Structural Concrete 2.2 CuYd 110E0130 Remove Traffic Sign 99 Each

C:

460E0380 Install Dowel in Concrete 136 Each 260E1010 Base Course 111 .065.3 Ton Cl

" 110E0135 Remov,e Delineator 458 Each <(

260E1030 Base Course, Salvaged 178.091 .1 Ton C:

480E0200 Epoxy Coated Reinforcing Steel 968 Lb 0

110E7150 Remove Sign for Resel 2 Each ti " 320EOOOS PG 58-34 Asphalt Binder 1.961.9 Ton en

480E5000 Galvanic Anode 16 Each "' 632E1320 2·.o•x2.o• Perforated Tube Post 554 .1 Ft .l!l 0

320E1050 Class E Asphalt Concrete 33.954.4 Ton ~ 632E1340 2.5"x2.5" Perforal d Tube Post 425.1 Fl 320E3000 Compaction Sample 3 Each

..,. 0

632E2022 4"x4" White Delineator Back to Back with 1.12 438 Each Cl ::, 0

Section E - Structure 320E5020 Saw Joint in Asphalt Concrete 186,464 Ft Lb/Ft Post 3l -~ C.

Structure No. 34-048-080 320E7012 Grind 12" Rumble Strip or Stripe in Asphalt 35.7 Mile 632E2028 4" Tubular White Delineator with 1.12 Lb/Ft Post 20 Each ~

Concrete 632E2510 Type 2 Object Marker Back to Back 161 Each 330E0010 MC-70 Asphalt for Prime 271 .0 Ton "

632E3203 Flat Aluminum Sign, Nonremovable Copy High 325.3 SaFt II: BID ITEM

l'fEM QUANTITY UNIT 330E0100 SS-1h or CSS-1h Asphalt for Tack 64 .9 Ton Intensity NUMBER

330E0210 SS-1h or CSS-1h Asphalt for Flush Seal 45.9 Ton 632E3205 Flat Aluminum Sign, Nonremovable Copy 517.9 SqFt

110E0020 Remove Bridge Railing 160 Fl 330E2000 Sand for Flush Seal 111 .0 Ton SuoerNerv Hioh lntensitv 632E3500 Reset Sign 2 Each

460E0070 Class A45 Concrete, Bridge Repair 14.0 CuYd 332E0010 Cold Milling Asphalt Concrete 1.424 SaYd

460E0300 Breakout Structural Concrete 2.2 CuYd

460E0380 Install Dowel in Concrete 162 Each

480E0200 Epoxy Coated Reinforcing Steel 1,106 Lb

480E5000 Galvanic Anode 16 Each

A4 A7

0 0 <:'!

l

ESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTS 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 A: WETLANDS

All efforts to avoid and minimize wetland impacts from the project have resulted in approximately 10.74 acres of wetlands becoming permanently impacted. Refer to Section B - Grading plans for location and boundaries of the impacted wetlands .

Table of Impacted Wetlands

Wetland No.

3

4

5

8

9

15

16

17

19

Station

154+20 to 155+25

157+00 to 157+20

157+25 to 158+00

171+00to 171+80

200+00 to 205+00

200+00 to 205+00

238+30 to 239+45

242+50 to 243+75

245+10 to 253+50

273+60 to 274+75

Perm. Impact

Left (Acres)

0.036

0.001

0.000

0.036

0.097

0.000

0.000

0.034

0.000

0.029

Perm. Impact Right

(Acres)

0.022

0.000

0.039

0.020

0.000

0.040

0.007

0.000

0.346

0.003

Total Impact (Acres)

0.058

0.001

0.039

0.056

0.097

0.04

0.007

0.034

0.346

0.032

Wetland No.

21

23

25

27

28

29

31

33

37

38

41

42

43

49

50

51

54

55

57

58

Station

293+00 L/R

328+20 L/R

343+45 L/R 362+50to 364+00 L 362+50to 373+00 R 375+95 R 398+50to

408+30 L/R 419+00 L & 442+60 to 444+50 R 474+65 to 475+90 OR 496+50 to

498+25 L/R 508+20 to 510+20 R 509+90to 512+15L

534+00 L/R; 550+230to

552+ 90 L/R; 569+00 to 572+00

L/R; 573+45 to 575+00 L 577+50 to 592+45 L 591 +50 to

612+45 L/R 603+45 to

621+75 L/R 622+50to 628+75 L

629 +75 R; 633+00to 635+00 L;

648+00 R & 638+10 to 646+00 L 648+40 to 662+90 R

Perm. Impact

Left (Acres)

0.010

0.017

0.029

0.045

0.000

0.000

0.544

0.129

0.000

0.042

0.000

0.094

0.354

0.013

0.398

0.815

0.258

0.000

0.409

0.000

Perm. Impact Right

(Acres)

0.011

0.010

0.012

0.000

0.305

0.040

0.002

0.120

0.031

0.020

0.086

0.000

0.107

0.000

0.000

0.496

0.577

0.195

0.104

0.219


0.021

0.027

0.041

0.045

0.305

0.04

0.546

0.249

0.031

0.062

0.086

0.094

0.461

0.013

0.398

1.311

0.835

0.195

0.513

0.219

Wetland No.

60

64

65

67

70

72

74

75

76

78

80

81

82

83

84

85

86

88

89

92

93

94

Station

664+00to 680+25;

678+1 5 R; 682+00to 688+90 R; 687+75to

696+00 L & 695+50 R 707+00to 708+00 R 710+00 L;

711+95 L to 714+00 L; 712+10 to 714+75 R

725+59 L/R; 744+00 L/R 784+00 L

785+20 to 787+00 R 797+56 R

809+00 to 810+95 L/R 819+85 to 826+00 L 831+20 to 835+10 L 836+00 to 838+00 L

844+00 R 849+50 to 852+50 R

855+00 R

873+50 L/R

893+00 L

901+90 & 907+25

915+50 919+00 to 927 40 & 924+65 to

925+85 935+50 to 938+30 L 939+10 to 952+00 L 939+45 to 939+90 R

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

SOUTH I 1--1----1 DAKOTA PH 0044(184)330


Perm . Impact

Left (Acres)

0.989

0.000

0.036

0.063

0.032

0.000

0.000

0.027

0.145

0.208

0.110

0.000

0.000

0.000

0.018

0.010

0.010

0.004

0.600

0.101

0.359

0.000

Perm . Impact Right

(Acres)

0.399

0.049

0.048

0.042

0.000

0.052

0.004

0.076

0.000

0.000

0.000

0.013

0.062

0.008

0.024

0.000

0.156

0.000

0.000

0.000

0.000

0.005


1.388

0.049

0.084

0.105

0.032

0.052

0.004

0.103

0.145

0.208

0.11

0.013

0.062

0.008

0.042

0.01

0.166

0.004

0.6

0.101

0.359

0.005

.!!1 [i:

A5 A7

0 0 <:'!

l

ESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTS I STATE OF II-____ PR_OJ_EC_T ___ --11 SHEET I TOTAL SHEETS

SOUTH I 1--1----1 DAKOTA PH 0044(184)330

Table of Impacted Wetlands (Continued)

Wetland No.

97

101

102

103

104

105

108

Station

963+20to 964+00 R; 964+75to

966+85 R & 967+45to 972+20 R 984+70to 990+00 R; 988+ 10 to 990+00 L 991+25to 991+50 R 998+00 to 1000+00 L 1025+00 to 1027+85 R 1031+50

L/R 1065+68 L

Action Taken/Required:

Perm. Impact

Left (Acres)

0.000

0.090

0.000

0.107

0.000

0.025

0.003

Perm. Impact Right

(Acres)

0.233

0.289

0.010

0.000

0.052

0.032

0.000

Total Impact (Acres):


0.233

0.379

0.01

0.107

0.052

0.057

0.003

10.74

SDDOT will acquire 16.21 credits from the Ducks Unlimited In-Lieu Fee Program and 18.0 credits from the Ducks Unlimited Sanborn County Mitigation Bank to mitigate permanent wetland impacts.

The Contractor will notify the Project Engineer if additional easement is needed to complete work adjacent to any wetland . The Project Engineer will obtain an appropriate course of action from the Environmental Office before proceeding with construction activities that affect any wetlands beyond the work limits and easements shown in the plans .

COMMITMENT B: FEDERALLY THREATENED, ENDANGERED, AND PROTECTED SPECIES

COMMITMENT 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.


Harassment or other measures to cause the Whooping Crane to leave the site is a vio lation of the Endangered Species Act. If a Whooping Crane is sighted roosting in the vicinity of the project, borrow pits, or staging areas associated with the project, cease construction activities in the affected area until the Whooping Crane departs and immediately contact the Project Engineer. The Project Engineer will contact the Environmental Office so that the sighting can be reported to USFWS.

COMMITMENT C: WATER SOURCE

The Contractor will not withdraw water with equipment previously used outside the State of South Dakota or previously used in aquatic invasive species waters within South Dakota without prior approval from the SDDOT Environmental Office. Thoroughly wash all construction equipment to prevent and control the introduction and spread of invasive species into the project vicinity .


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 (USAGE) prior to water extraction activities .

Additional information and mapping of Aquatic Invasive Species in South Dakota can be accessed at : http://sdleastwanted.com/maps/default.aspx.

COMMITMENT D: WATER QUALITY STANDARDS

COMMITMENT D1: SURFACE WATER QUALITY

The tributaries to Choteau Creek and tributary to Pony Creek are classified as fish and wildlife propagation, recreation, irrigation, and stock watering waters. Because of these beneficial uses, special construction measures may have to be taken to ensure that this water body is not impacted .


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 74:51 :01 :45. For discharges to waters of the state classified as cold water permanent fish life propagation waters , the effluent limit for total suspended solids will be 53 mg/L daily maximum.

The permittee has the option of completing effluent testing or implementing a pollution prevention plan for compliance with this permit. If the permittee develops a pollution prevention plan instead of total suspended solids sampling , the plan must be developed and implemented prior to discontinuing total suspended solids sampling . Refer to section 3.0 of the permit. If any pollutants are suspected of being discharged, a sample must be taken for those parameters listed in section 2.2 of the permit.

Refer to Commitment D1: Surface Water Quality for stream classification.


If construction dewatering is required, the Contractor will obtain the General Permit for Temporary Discharge Activities from the DENR Surface Water Program, 605-773-3351 . http ://denr.sd.gov/des/sw/swqformsandpermits.aspx

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

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

.!!1 [i:

A6 A7

0 0 <:'!

l

ESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTS I STATEOF II-____ P_R_OJ_EC_T ___ ---11 SHEET I TOTAL SHEETS

SOUTH I 1--1----1 DAKOTA PH 0044(184)330

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 Storm Water Discharges Associated with Construction Activities is required for construction activity disturbing one or more acres of earth and work in a waterway. The SDDOT is the owner of this permit and will submit the NOi to DENR 15 days prior to project start in order to obtain coverage under the General Permit. Work can begin once the DENR letter of approval is received.

The Contractor must adhere to the "Special Provision Regarding Storm Water Discharges to Waters of the State."

The Contractor will complete the DENR Contractor Certification Form prior to the pre-construction meeting. The form certifies under penalty of law that the Contractor understands and will comply with the terms and conditions of the permit for this project. Work may not begin on this project until this form is signed and submitted to DENR.

The form can be found at: https://denr.sd.gov/des/sw/eforms/CGPAppendixCCA2018Fillable.pdf

The Contractor is advised that permit coverage may also be required for 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 Storm Water, Erosion, and Sediment Control Inspection Report Form DOT 298, will be used for site inspections and to document changes to the SWPPP. A copy of the completed inspection form will be filed with the SWPPP documents and retained for a minimum of three years.

The inspection will include disturbed areas of the construction site that have not been finally stabilized, areas used for storage materials, structural control measures, and locations where vehicles enter or exit the site . These areas will be inspected for evidence of, or the potential for, pollutants entering the drainage system. Erosion and sediment control measures identified in the SWPPP will be observed to ensure that they are operating correctly and sediment is not tracked off of the site.

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

SDDOT: http://www.sddot.com/business/environmental/stormwater/Default.aspx

DENR: http://denr.sd.gov/des/sw/stormwater.aspx

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

COMMITMENT G: DEWATERING AND SEDIMENT COLLECTION

The purpose of a dewatering and sediment collection system is to collect turbid storm water on the project, treat it with flocculants as needed, and capture the sediment that falls out of suspension before the water is discharged into "Waters of the US" or "Waters of the State". Refer to Commitment D1 : Surface Water Quality for stream classification .


The Contractor will meet the terms of the Temporary Discharge Permit and the Storm Water Permit for Construction Activities.

The Contractor will create a Pollution Prevention Plan (PPP) for dewatering and sediment collection if the Contractor chooses to discharge the water into "Waters of the US" or "Waters of the State". Refer to the detail sheet OPTIONS FOR DEWATERING AND SEDIMENT COLLECTION in the plans. The PPP must be kept on-site and updated as site conditions change.

COMMITMENT H: WASTE DISPOSAL SITE

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


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.

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.

.!!1 [i:

A7 A7

0 0 <:'!

l

ESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTS I STATEOF II-____ P_R_OJ_EC_T ___ ---11 SHEET I TOTAL SHEETS

SOUTH I 1--1----1 DAKOTA PH 0044(184)330

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. SDDOT will submit the information to the appropriate SHPO/THPO. Allow 30 Days from the date this information is submitted to the Environmental Engineer for SHPO/THPO review.

In the event of an inadvertent discovery of human remains, funerary objects , or if evidence of cultural resources is identified during project construction activities, then such activities will immediately cease and the Project Engineer will be immediately notified . The Project Engineer will contact the SDDOT Environmental Office to determine an appropriate course of action.

SHPO/THPO review does not relieve the Contractor of the responsibility for obtaining any additional permits and clearances for Contractor furnished material sources, material processing sites, stockpile sites, storage areas, plant sites, and waste areas that affect wetlands, threatened and endangered species, or waterways. The Contractor will not utilize a site known or suspected of having contaminated soil or water. The Contractor will provide the required permits and clearances to the Project Engineer at the preconstruction meeting.

COMMITMENT J: CONSTRUCTION PRACTICES FOR TEMPORARY WORKS IN WATERWAYS OF THE U.S.

The Contractor is advised that special construction measures must be taken to ensure that the waterways of the U.S. are not impacted.


Excavation will not occur below the ordinary high water elevation in waterways outside of caissons , cribs, cofferdams, steel piling, or sheeting . The natural streambed will not be disturbed unless specified by the plans and under the observation of the Project Engineer. Refer to the Table of U.S. Waterways to Protect for ordinary high water elevations. Any structure work over or within the waterway shall be constructed according to Section 7.21 C of the Specifications.

All dredged or excavated materials will be placed at a site above the ordinary high water elevation in a confined area (not classified as a wetland) that is a minimum of 50 feet away from concentrated flows of storm water, drainage courses, and inlets to prevent return of such material to the waterway.

The construction of temporary work platforms, crossings, or berms below the ordinary high water elevation will be allowed if all material placed below the ordinary high water elevation consists of Class B or larger riprap.

All temporary caissons, cribs, cofferdams, steel piling, sheeting, work platforms, crossings, and berms will be removed with minimal disturbance to the streambed . Proper construction practices will be used to minimize increases in suspended solids and turbidity in the waterway.

Bridge berms, wing dams, traffic diversions, channel reconstruction, stream diversions, grading, etc. will be constructed in close conformity with the plans to ensure that the hydraulic capacity of the waterway is not changed .

Temporary waterway crossings required for the Contractor's construction operations will be constructed with an adequate drainage structure size and minimum fill height to reduce the potential for upstream flooding. The Contractor will be responsible for sizing the temporary drainage structure for these crossings.

Table of U.S. Waterways to Protect

Station Waterway

292+88 Tributary to Choteau Creek




74316 Tributary to Pony Creek

Ordinary High Water Elevation

1485.1 '

1463.4'

1483.0'

1518.2'

1513.3'

Stream channel excavation within "Waters of the US" is subject to USACE regulatory jurisdiction . Stream channel excavation cannot exceed the permitted quantities and/or surface area. The 404 Permit is included in the Special Provisions.


The Contractor will take all precautions necessary to prevent any incidental discharges associated with the excavation and hauling of material from the stream channel. This pertains to any excavation operations such as, foundation , pier, or abutment excavation, channel cleanout, excavation for riprap protection, and removal of any temporary fill associated with construction activities.

COMMITMENT N: SECTION 404 PERMIT

The SDDOT has obtained a Section 404 Permit from the USAGE 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.

.!!1 [i:

1 - apps.sd.govapps.sd.gov/hc65c2c/ebs/lettings/electronicplans/04k0_sectiona.pdf1 557 2 october 7,...

Documents