job # 25 nd north dakota department of transportation 25/sim-… · 09/02/2018 · m o u n t r a i...

29

29

18

30

2

23

25

15

27

34

1

21

30

63

11

24

19

27 26

10

7

22

35

4

23

28

22 19

31

13

26 25

14

12

21

36

9

16

24

28

33

T-137-N

T-138-N

R-4

8-W

R-4

9-W

To Davenport

Wild Rice River

To Comstock

SIM-8-029(157)053 NA NA

94-053.832 L & R

Wild Rice River

GRAND

FORKS

GO

LD

EN

VA

LLE

Y

CASS

RIC

HLA

ND

RANSOM

SARGENTDICKEY

LA MOURE

BARNES

KIDDER

LOGAN

MC IN

TOSH

BU

RLEIG

H

MORTON

GRANT

SIOUXADAMS

HETTINGER

SLOPE

BOWMAN EM

MO

NS

OLIVER

MERCER

STARKBIL

LIN

GS

DUNN

MC KENZIE

MC LEAN

SHERID

AN

WELLS

EDDY

FOSTER

GRIG

GS

STEELE

TRAILL

DIVIDE

WILLIAMS

BURKE

MO

UNTR

AIL

RE

NVIL

LE

WARD

MC H

EN

RY

BOTTINEAU

ROLLE

TTE

TO

WNER

CAVALIER

RA

MSEY

WALSH

PE

MBIN

A

NELS

ONBENSONP

IER

CE

STUTSMAN

STATE COUNTY MAP

11

Cass County

SIM-8-029(157)053 20298

Pier Repair

SIM-8-029(157)053

6 Miles North of ND 46

NDDOT BRIDGE DIVISION

12/06/17

4684

Jon Ketterling

STATE PROJECT NO.

ND

PCNNO.

SHEET

NO.

SECTION

DEPARTMENT OF TRANSPORTATION

NORTH DAKOTA

__________________________________________

APPROVED DATE _________________________

engineer under the laws of the state of ND.

and that I am a duly registered professional

prepared by me or under my direct supervision

I hereby certify that the attached plans were

12/5/2017 dwing R:\project\80029053.157\bridge\Sheets\001TS_001_TITLE.dgn3:30:28 PM

of Transportation

North Dakota Department

document is stored at the

on and the original

PE- ,

Registration Number

issued and sealed by

This document was originally

JOB # 25

GROSS MILES NET MILES PROJECT NUMBER \ DESCRIPTION

effective on the date the project is advertised.

Department of Transportation and the Supplemental Specifications

2014 Standard Specifications adopted by the North Dakota

GOVERNING SPECIFICATIONS:

12/06/17

Jon Ketterling

STATE PROJECT NO.SECTION

NO.SHEET

NO.

12/5/2017 1:39:24 PM dwing

ND 2

SIM-8-029(157)053TABLE OF CONTENTS 1

.. .. ....

Section Page(s) Description

PLAN SECTIONS

1 Title Sheet1

2 Table of Contents1

6 Notes1

6 Environmental Notes2

8 Quantities1

75 Wetland Impacts1 - 2

76 Temporary Erosion Control1

77 Permanent Erosion Control1

100 Work Zone Traffic Control1 - 2

170 Bridges and Box Culverts1 - 4

Number Description

LIST OF STANDARD DRAWINGS

NDDOT AbbreviationsD-101-1, 2, 3

NDDOT Utility Company and Organization AbbreviationsD-101-10

Line StylesD-101-20, 21

SymbolsD-101-30, 31, 32

Erosion And Siltation Controls - Silt FenceD-260-1

Erosion Control - Fiber Roll Placement DetailsD-261-1

Breakaway Systems For Construction Zone Signs - Perforated TubeD-704-7

Breakaway Systems For Construction Zone Signs - U-Channel PostD-704-8

Construction Sign Details - Terminal And Guide SignsD-704-9

Construction Sign Details - Regulatory SignsD-704-10

Construction Sign Details - Warning SignsD-704-11

Barricade And Channelizing Device DetailsD-704-13

Construction Sign Punching And Mounting DetailsD-704-14

Construction Truck And Temporary Detour LayoutsD-704-22

Shoulder Closures And Bridge Painting LayoutsD-704-24

Portable Sign Support AssemblyD-704-50

Number Description

SPECIAL PROVISIONS

SP 003(14) Temporary Erosion and Sediment Best Management Practices

SP 004(14) Federal Migratory Bird Treaty Act

SP 5191(14) Permits and Environmental Considerations

NOTES

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STATE PROJECT NO. SECTION NO.

SHEET NO.

ND SIM-8-029(157)053 6 1

This document was originally issued and sealed by Aaron Murra,

Registration Number PE-6536,

on 12/4/17 and the original document

is stored at the North Dakota Department of Transportation.

704-P01 TRAFFIC CONTROL DEVICES: Shoulder closures have been provided for both I-29 NB & SB to occur at the same time. The traffic control device list was developed using the layout in section 100 sheet 2 for I-29 SB and the following Standard Drawings:

D-704-22 Type K and L for Trucks hauling material D-704-24 Type HH for I-29 NB

Do not allow construction traffic to cross the interstate mainline lanes.

I-29 NB: Use reduced speed limit of 65 mph in the work zone, and delineator drums along the work area. Work area is the length of the bridge with an additional 100’ on each end of the bridge.

ENVIRONMENTAL NOTES

12/6/2017 1:32:31 PM R:\project\80029053.157\bridge\Sheets\006NT_002_environmental_notes.doc


SHEET NO.

ND SIM-8-029(157)053 6 2

This document was originally issued and sealed by

Tim Schwagler, Registration Number

PE-3151, on 12/06/17 and the original document


ENVIRONMENTAL NOTES (EN): The North Dakota Department of Transportation and the Federal Highway Administration have made environmental commitments to secure approval of this project. The following environmental notes are requirements to comply with these commitments:

EN-1 AQUATIC NUISANCE SPECIES (ANS): Equipment that was last used outside of North Dakota or within a Class I infested waterbody (identified on the North Dakota Game and Fish Department (NDGFD) website) requires an inspection by NDGFD. Notify the NDGFD at least 10 business days prior to pumps, watercraft, or any equipment entering a public water to allow the NDGFD sufficient time to inspect any and all such equipment for ANS. Contact the NDGFD ANS Coordinator, Jessica Howell by e-mail [email protected] for equipment inspections. Supply one of the following to the engineer as proof of compliance prior to work taking place in the water: (1) the NDGFD inspection report, (2) documented NDGFD correspondence (email or signed letter). If an inspection is not required, no follow up documentation is required. EN-2 SPAWNING RESTRICTION: Do not work within the Wild Rice River from April 15 to June 1.

ESTIMATE OF QUANTITIESSTATE PROJECT NO. SECTION

NO.SHEETNO.

ND 8

SIM-8-029(157)053 1

SPEC CODE ITEM DESCRIPTION UNIT MAINLINE TOTAL ---- ---- ---------------- ---- ------------ -----

103 0100 CONTRACT BOND L SUM 1 1

210 0126 CHANNEL EXCAVATION CY 3,800 3,800

251 0200 SEEDING CLASS II ACRE 1 1

251 2000 TEMPORARY COVER CROP ACRE 1 1

253 0101 STRAW MULCH ACRE 2 2

256 0600 RIPRAP-SALVAGED CY 970 970

260 0200 SILT FENCE SUPPORTED LF 540 540

260 0201 REMOVE SILT FENCE SUPPORTED LF 540 540

261 0112 FIBER ROLLS 12IN LF 860 860

261 0113 REMOVE FIBER ROLLS 12IN LF 160 160

616 0360 STRUCTURAL STEEL LBS 65,466 65,466

702 0100 MOBILIZATION L SUM 1 1

704 1000 TRAFFIC CONTROL SIGNS UNIT 1,294 1,294

704 1060 DELINEATOR DRUMS EA 39 39

709 0155 GEOSYNTHETIC MATERIAL TYPE RR SY 1,455 1,455

ESTIMATE NUMBER: 18085 RUN DATE: 12/05/2017 TIME: 16:01:09

12/6/2017 9:30:42 AM \\nd.gov\DOT\DOT-Data2\Data\!CADD\project\80029053.157\bridge\Sheets\Section 75-76-77\075WL_001.docm


SHEET NO.

ND SIM-8-029(157)053 75 1

Wetlands Mitigation and Environmental

Other Waters Impact Table Other Waters Other Water Mitigation

Number Location Type

Size

Feature USACE

Jurisdictional1

Impacts to Other Waters Mitigation Required

Mitigation Location; ratio Method Acre(s) Linear Feet

Acre(s) Temp Perm

Linear Feet Temp Perm EO 11990 USACE USFWS

OW 2a Sec 2, T131N, R49W

Wild Rice River 3.30 225 Natural YES 0.012 0.00 283.7 0.00 N N N NA NA

OW 2b Sec 2, T131N, R49W

Wild Rice River 3.30 225 Natural YES 0.07 0.00 249.5 0.0 N N N NA NA

0.19 0.00 533.2 0.00 1 A wetland Jurisdictional Determination was issued by the USACE on 10/21/2014; NWO-2014-2291-BIS. 2 1199 Mitigation requirements - All impacts to natural wetlands (natural/jurisdictional and natural/non-jurisdictional), regardless of size, as well as impacts greater than 0.10 acre to wetlands require mitigation. USACE Mitigation Requirements – All jurisdictional impacts greater than 0.10 acre to each resource (cumulative. eg 1a ,1b,1c..etc.) requires mitigation. Other Water impact greater than 300 linear feet requires mitigation. 3 All artificial/non-jurisdictional, deep water (impacts greater than 6.6 feet), Other Waters less than 300 linear feet (determined by the USACE on a case by case), and temporary impacts do not require mitigation.

Wetland Impact Table

Wetland Number Location

Wetland Type

Wetland Feature

USACE Jurisdictional

Wetlands1

Wetland Impacts Acre(s)

USFWS Easement Impacts Acre(s)

Wetland Mitigation

Mitigation Required USACE/11990 Bank 11990 Bank

Temp. Perm. Temp. Perm. EO 11990 USACE USFWS Location Acre(s) Location Acre(s)

1 Sec 2, T131N, R49W

Ditch Artificial NO 0 0 0 0 N N N

3 Sec 2, T131N, R49W

Ditch Artificial YES 0 0 0 0 N N N

4 Sec 2, T131N, R49W


5 Sec 2, T131N, R49W


Totals 0 0 0 0

Impact Summary Table

Permanent Impact Summary

Temporary Impacts and additional information

Wetland Type

Total (Acres)

Wetland Type

Total (Acres/Lf)

Natural/JD 0.00 Temporary JD 0.00

Natural/Non-JD 0.00 Non-JD

Temporary 0.00

Artificial/JD 0.00 Permanent JD > 0.10 0.00

Artificial /Non-JD 0.00 Permanent

OW 0.00

Total 0.00 Temporary OW

0.19 ac/533.2 ft

Wild Rice River

Flow

Flow

Flo

w

Flo

w

Flo

wFlo

w

Flo

w

Flo

w

Permanent Impact= 0.0 Linear Feet

Temporary Impact = 283.7 Linear Feet

Other Water 2a

Other Water 2a

Permanent Impact= 0.0 Linear Feet

Temporary Impact = 249.5 Linear Feet

Other Water 2b

Other Water 2b

R-49-W

T-137-N

Section 2

‘ Northbound Roadway‘ Southbound Roadway

‘ I-29 Median

148’-0" (typ)52’-0" (typ)

Other Waters Impacts Temp

Existing ROW

Existing ROW

STATENO.

ND

PROJECT NUMBERSHEET

NO.

SECTION

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75

XXX

WETLAND IMPACTS

WILD RICE RIVER

SIM-8-029(157)053 2

17ATC086 29-053.832L&R

6 M NORTH OF ND 46 - NB/SB

SPEC CODE BID ITEM UNIT QUANTITY

251 2000 TEMPORARY COVER CROP ACRE 1.0

253 101 STRAW MULCH ACRE 1.0

260 201 LF 540

261 112 FIBER ROLLS 12IN LF 160

260 200 SILT FENCE SUPPORTED LF 540

REMOVE SILT FENCE SUPPORTED

261 113 LF 160REMOVE FIBER ROLLS 12IN

Wild Rice River

Flow

Flow

Silt Fence Supported

Temporary Cover Crop & Straw Mulch

Fiber Roll 12IN

Flo

w

Flo

w

Flo

w

Flo

w

148’-0" (typ)

Existing ROW

‘ Southbound Roadway

52’-0" (typ)

‘ I-29 Median

‘ Northbound Roadway

Other Water 2a

Other Water 2b

R-49-W

T-137-N

Section 2

WILD RICE RIVER

STATENO.

ND

PROJECT NUMBERSHEET

NO.

SECTION

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SIM-8-029(157)053 1

17ATC087 29-053.832L&R

76

XXX

TEMPORARY EROSION CONTROL


SPEC CODE BID ITEM UNIT QUANTITY

251 0200 ACRE 1.0

253 101 STRAW MULCH ACRE 1.0

261 112 FIBER ROLLS 12IN LF 700

SEEDING CL II

Wild Rice River

Flow

Flow

Fiber Roll 12IN

Flo

w

Flo

w

Flo

w

Flo

w

between abutments and piers.

Excess reclaimed riprap to be placed

Other Waters 2a

Other Waters 2b

148’-0" (typ)

Existing ROW

‘ Southbound Roadway

52’-0" (typ)

‘ I-29 Median

‘ Northbound Roadway

R-49-W

T-137-N

Section 2

Seeding Class II

STATENO.

ND

PROJECT NUMBERSHEET

NO.

SECTION

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77

XXX

SIM-8-029(157)053 1

17ATC087 29-053.832L&R

WILD RICE RIVER

PERMENANT EROSION CONTROL


SECTION SHEETNO. NO.

100 1

D3-36 36"x6" STREET NAME SIGN (Sign and installation only) 6 48"x48" SHOULDER WORKG20-1-60 60"x24" ROAD WORK NEXT __ MILES 34 48"x48" RIGHT or LEFT SHOULDER CLOSED 140G20-1b-60 60"x24" WORK IN PROGRESS/ NO WORK IN PROGRESS (Sign and installation only) 26 48"x48" RIGHT or LEFT SHOULDER CLOSED AHEAD or __ FT. 140G20-2-48 48"x24" END ROAD WORK 4 19 76 48"x48" SURVEY CREW AHEADG20-4-36 36"x18" PILOT CAR FOLLOW ME (Mounted to back of pilot car) 18 48"x48" BRIDGE PAINTING AHEAD or __ FT.G20-10-108 108"x48" CONTRACTOR SIGN 64 48"x48" MATERIAL ON ROADWAYG20-50a-72 72"x36" ROAD WORK NEXT __ MILES RT & LT ARROWS 37 48"x48" FRESH OIL LOOSE ROCKG20-52a-72 72"x24" ROAD WORK NEXT __ MILES RT or LT ARROW 30 24"x24" TAKE TURNS (6" D letters) (Mounted on stop sign post)G20-55-96 96"x48" SPEED LIMIT ENFORCED - MINIMUM FEE $80 WHEN WORKERS PRESENT 59M1-1-36 36"x36" INTERSTATE ROUTE MARKER (Post and installation only) 10M1-4-24 24"x24" U.S. ROUTE MARKER (Post and installation only) 10M1-5-24 24"x24" STATE ROUTE MARKER (Post and installation only) 10M3-1-24 24"x12" NORTH (Mounted on route marker post) 7M3-2-24 24"x12" EAST (Mounted on route marker post) 7M3-3-24 24"x12" SOUTH (Mounted on route marker post) 7M3-4-24 24"x12" WEST (Mounted on route marker post) 7M4-8-24 24"x12" DETOUR (Mounted on route marker post) 7M4-9-30 30"x24" DETOUR ARROW RIGHT or LEFT/AHD AND RT or LT 15M4-10-48 48"x18" DETOUR ARROW RIGHT or LEFT 23M5-1-21 21"x15" ARROW AHD AND RT or LT(Mounted on route marker post) 7M5-2-21 21"x15" ARROW AHD UP & RT or LT (Mounted on route marker post) 7M6-1-21 21"x15" ARROW RT or LT (Mounted on route marker post) 7M6-2-21 21"x15" ARROW UP & RT or LT (Mounted on route marker post) 7M6-3-21 21"x15" ARROW AHD (Mounted on route marker post) 7R1-1-48 48"x48" STOP 4 32 128R1-1a-18 18"x18" STOP and SLOW PADDLE Back to Back 5R1-2-60 60"x60" YIELD 1 29 29R2-1-48 48"x60" SPEED LIMIT __ 9 39 351R2-1a-24 24"x18" MINIMUM FEE $80 (Mounted on Speed Limit post) 1 10 10 SPECIAL SIGNSR3-7-48 48"x48" LEFT or RIGHT LANE MUST TURN LEFT or RIGHT 35R4-1-48 48"x60" DO NOT PASS 39R4-7-48 48"x60" KEEP RIGHT SYMBOL 39R5-1-48 48"x48" DO NOT ENTER 35R6-1-36 36"x12" ONE WAY RIGHT or LEFT 13R7-1-12 12"x18" NO PARKING 11R10-6-24 24"x36" STOP HERE ON RED 16R11-2-48 48"x30" ROAD CLOSED 28R11-2a-48 48"x30" STREET CLOSED 28R11-3a-60 60"x30" ROAD CLOSED __ MILES AHEAD LOCAL TRAFFIC ONLY 31R11-3c-60 60"x30" STREET CLOSED __ MILES AHEAD LOCAL TRAFFIC ONLY 31R11-4a-60 60"x30" STREET CLOSED TO THRU TRAFFIC 31W1-3-48 48"x48" RIGHT or LEFT SHARP REVERSE CURVE ARROW 35W1-4-48 48"x48" RIGHT or LEFT REVERSE CURVE ARROW 35W1-4b-48 48"x48" DOUBLE RIGHT or LEFT REVERSE CURVE ARROW 35W1-6-48 48"x24" LARGE ARROW 26W3-1-48 48"x48" STOP AHEAD SYMBOL 35W3-3-48 48"x48" SIGNAL AHEAD SYMBOL 35 TRAFFIC CONTROL SIGNS TOTAL UNITSW3-4-48 48"x48" BE PREPARED TO STOP 35W3-5-48 48"x48" SPEED REDUCTION AHEAD 4 35 140W4-2-48 48"x48" RIGHT or LEFT LANE TRANSITION SYMBOL 35W5-1-48 48"x48" ROAD NARROWS 35W5-8-48 48"x48" THRU TRAFFIC RIGHT LANE 35W5-9-48 48"x48" ROAD WORK TRAFFIC ONLY DOWN & LT or RT ARROW 35W6-3-48 48"x48" TWO WAY TRAFFIC SYMBOL 35W8-1-48 48"x48" BUMP 35W8-3-48 48"x48" PAVEMENT ENDS 35W8-7-48 48"x48" LOOSE GRAVEL 35W8-9a-48 48"x48" SHOULDER DROP-OFF 35W8-11-48 48"x48" UNEVEN LANES 35W8-12-48 48"x48" NO CENTER STRIPE 35W8-53-48 48"x48" TRUCKS ENTERING HIGHWAY 35W8-54-48 48"x48" TRUCKS ENTERING AHEAD or __ FT. 2 35 70W8-55-48 48"x48" TRUCKS CROSSING AHEAD or __ FT. 2 35 70W8-56-48 48"x48" TRUCKS EXITING HIGHWAY 35W9-3a-48 48"x48" CENTER LANE CLOSED SYMBOL 35W12-2-48 48"x48" LOW CLEARANCE SYMBOL 35W13-1-24 24"x24" __ MPH ADVISORY SPEED PLATE (Mounted on warning sign post) 11W13-4-48 48"x60" RAMP ARROW 39W14-3-48 48"x36" NO PASSING ZONE 23W20-1-48 48"x48" ROAD WORK AHEAD or _FT or _ MILE 4 35 140W20-2-48 48"x48" DETOUR AHEAD or __ FT 35W20-3-48 48"x48" ROAD or STREET CLOSED AHEAD or __ FT. 35W20-4-48 48"x48" ONE LANE ROAD AHEAD or __ FT. 35W20-5-48 48"x48" RIGHT or LEFT LANE CLOSED AHEAD or __ FT. 35W20-7a-48 48"x48" FLAGGING SYMBOL 35W20-7k-24 24"x18" __ FEET (Mounted on warning sign post) 10W20-8-48 48"x48" STREET CLOSED 35W20-51-48 48"x48" EQUIPMENT WORKING 35W20-52-54 54"x12" NEXT __ MILES (Mounted on warning sign post) 12W21-1a-48 48"x48" WORKERS SYMBOL 35W21-2-48 48"x48" FRESH OIL 35W21-3-48 48"x48" ROAD MACHINERY AHEAD or __ FT 35

704-1041

TRAFFIC CONES

762-0430772-2110

ATTENUATION DEVICE-TYPE B-65ATTENUATION DEVICE-TYPE B-70

EACH

704-3510762-0200

704-1081704-1085704-1086

704-1050704-1051704-1052 TYPE III BARRICADES

TYPE I BARRICADESTYPE II BARRICADES

SEQUENCING ARROW PANEL - TYPE C - CROSSOVERTYPE B FLASHERSOBLITERATION OF PVMT MKPORTABLE PRECAST CONCRETE MED BARRIERPRECAST CONCRETE MED BARRIER - STATE FURNISHEDRAISED PAVEMENT MARKERSSHORT TERM 4IN LINE - TYPE R

704-1088704-1095704-1500704-3501

TUBULAR MARKERSDELINEATOR

762-0420

704-1060 DELINEATOR DRUMS

SEQUENCING ARROW PANEL - TYPE ASEQUENCING ARROW PANEL - TYPE BSEQUENCING ARROW PANEL - TYPE C

SPEC & CODE

DESCRIPTION

FLAGGING704-0100 MHR

704-1000

SPEC & CODE

UNIT

SFLFEACHEACHLF

EACHLF

FLEXIBLE DELINEATORS

SHORT TERM 4IN LINE - TYPE NRFLASHING BEACON - POST MOUNTED

704-1044704-1043

ATTENUATION DEVICE-TYPE B-55

704-1065704-1067704-1070704-1072

704-1087

VERTICAL PANELS - BACK TO BACK

EACHEACHEACH

EACH

EACH

EACHEACH

EACH

EACH

39EACHEACH

EACH

EACH

EACHEACHEACH

QUANTITY

SIGN NUMBER

SIGN SIZE

DESCRIPTIONAMOUNT

REQUIRED

W21-5b-48W21-6a-48W21-50-48W21-51-48

W21-5a-48

W22-8-48

UNITS PER

AMOUNT

UNITS SUB

TOTAL

SIGN NUMBER

353535

SIGN SIZE

W21-5-48

DESCRIPTION

44

35

SIM-8-029(157)053

UNITS PER

AMOUNT

3511

35

AMOUNT REQUIRED

NOTE:If additional signs are required, units will be calculated using the formula from Section III-19.06 of the Design Manual.http://www.dot.nd.gov/

1294

STATE

ND

PROJECT NO.

35

This document wasoriginally issuedand sealed byAaron Murra,

Registration NumberPE-6536,

on 12/4/17 and theoriginal document


I-29 NB & SB

Traffic Control Devices List

6 M North of ND 46

UNITS SUB

TOTAL

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YIELD

MINIMUM

FEE

$80

SPEED

65LIMIT

AHEAD

ROAD

WORK

RIGHT

SHOULDER

CLOSED

AHEAD

SPEEDLIMIT

65

RIGHT

SHOULDER

CLOSED

2500 FT

SPEED

65LIMIT

END

ROAD WORK

SPEED

75LIMIT

100'

Cover existing speed limit signs within a reduced speed zone.

Note:

Portable

R1-2-60

Portable

R2-1aP-24

Delineator Drum

Highway SignPortable

R2-1-36

Portable

W21-5a-48

Portable

W21-5b-48

Portable

W20-1-48

500' 500' 750' 2640'

Direction of Traffic

I-29 SB

65'130'

SW Ra

mp

CR 16 I

nterch

ange

750'

Portable

W3-5-48

R2-1-36

65'

Portable

G20-2-48

Delineator Drum

Highway Sign

Work Area

Portable

R2-1-36

500'500'

I-29 SB

0029-053.832LStructure #

Direction of Traffic

100' 100'

130'

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

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of Transportation



on and the original

PE- ,

Registration Number



100

SIM-8-029(157)053 2

6 M North of ND 46

Shoulder Closure

I-29 SB

Aaron Murra

6536

12/4/17

26’-10"

17’-2"

4’-10"

Approach Slab

20’-0"

71’-0"

88’-0"

71’-0"

Approach Slab

20’-0"

44’-0"

Clear

Road

way

230’-0" Overall Bridge Length

Bridge

Begin

Slab

Approach

Bridge

End

Pier 2

Pier 3

Slab

Approach

"2

12’-4

"2

12’-4

‘ Roadway

‘ Bridge

PLAN

ELEVATION

Ground Lin

eExisting

Ground Lin

ePropose

d

23 U.S.C. 409

NDDOT Reserves All Objections

‘ I-29

52’-0"

15

22’-0"

22’-0"

(typ)

76’-0"

(typ)

10’-0" (typ

)10’-

0"

(typ)

65’-0"

Type RR (t

yp)Geosynt

hetic M

aterial

(typ)

Salvage

d Riprap

(typ)

2’-0" Ri

prap

NOTES:

the pier.

front face of the abutment and working down towards

equally between both ends of the bridge starting at the

between the abutments and piers. Distribute this riprap

riprap is placed around the piers, place remaining riprap

Riprap Salvaged: Salvage all riprap at this site. After 256

at abutments and piers.

under the bridge, and reclaiming riprap and replacing it

structural steel plates at pier 2 & 3, channel excavation

SCOPE OF WORK: Work at this site consists of placing 100

Maintain

existing gro

und ele

vation (ty

p)

3.6:1

3.9:1

(typ)

flat

BRIDGE BID ITEMS

SPEC CODE ITEM DESCRIPTION UNIT QUANTITY

709

616

256

210

750

33,565

500

1900

SY

LBS

CY

CY

0155

0360

0600

0126

GEOSYNTHETIC MATERIAL TYPE RR

STRUCTURAL STEEL

RIPRAP-SALVAGED

CHANNEL EXCAVATION

170

TLS

STATENO.

ND

PROJECT NUMBERSHEET

NO.

SECTION

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NORTH DAKOTA

DATE BRIDGE ENGINEER

12/06/17

BRIDGE LAYOUT

Transportation

Dakota Department of

document is stored at the North

on and the original

was originally issued and

This document

Registration Number PE

sealed by

3151,

Tim L Schwagler,

SIM-8-029(157)053 1

17ATC072 29-053.832L-1

WILD RICE RIVER

PROJECT: SIM-8-029(053)832

CASS COUNTY

(SOUTHBOUND)

12/06/17

Jon Ketterling

23 U.S.C. 409


PLAN

5’-6"

(typ)

3"

6’-0"

45’-8"

END VIEW

1’-8"

1" | Holes

3 Sp @ 1’-0’

2’-0"

(typ)

(typ)

1’-9"

(typ)

4"

25’-0"

"211’-119 Sp @ 4’-9""2

11’-7

" ~ Pier 2

43

14’-4

" ~ Pier 2

43

14’-4

" ~ Pier 2

41

14’-7

14’-6" ~ Pier 3

"2110’-119’-6"14’-3""2

110’-11

Optional Plate Break

NOTE:


" ~ Pier 3

85

14’-3

" ~ Pier 3

43

14’-4

" ˝43

& Double Nut (typ)

" Threaded Rod, Washer 87

typ)Nuts (

Heavy Hex

" ˝ WASHER165

" | THREADED ROD87

1" | Hole

2’-6"

Threaded

5"

Threaded

5"

"4

12

"412

12’-2"

a nut rotation of 1 turn from snug tight condition.

Tighten nuts according to Section 616.04 G.2.c with

item "Structural Steel".

" threaded rods in the bid 87into the concrete for the

plate washers and nuts, and the cost of drilling holes

furnishing and installing the steel plates, threaded rods,

Section 854 after fabrication. Include the costs for

Galvanize rods, nuts and washers according to

and plate washers that meet ASTM A709 Grade 36.

" threaded rods87as shown in the plans. Supply

A709 Grade 50 in one section or multiple sections

Supply structural steel plates that meet ASTM

170

TLS

Transportation



on and the original


This document


sealed by

3151,

Tim L Schwagler,

STATENO.

ND

PROJECT NUMBERSHEET

NO.

SECTION

12/5/2017 dwing R:\project\80029053.157\bridge\29-053.832L\170BR_002_PIER.dgn3:30:47 PM

SIM-8-029(157)053 2

WILD RICE RIVER

PIER REPAIR

17ATC074 29-053.832L-2

(SOUTHBOUND)

12/06/17

23 U.S.C. 409


22’-10"

17’-2"

"2

12’-4

2’-10"

"2

12’-4

ELEVATION

Ground Lin

ePropose

d

Ground Lin

eExisting

‘ I-29

52’-0"

Approach Slab

20’-0"

71’-0"

88’-0"

71’-0"

Approach Slab

20’-0"

230’-0" Overall Bridge Length

15

Slab

Approach

Bridge

Begin

Pier 2

Pier 3

‘ Roadway

‘ Bridge

Slab

Approach

Bridge

End

22’-0"

22’-0"

40’-0"

Clear

Road

way

(typ)

10’-0"

(typ)

72’-0"

(typ)

10’-0"

(typ)

60’-0"

Type RR (t

yp)Geosynt

hetic M

aterial

(typ)

Salvage

d Riprap

(typ)

2’-0" Ri

prap

NOTES:

the pier.

front face of the abutment and working down towards

equally between both ends of the bridge starting at the

between the abutments and piers. Distribute this riprap

riprap is placed around the piers, place remaining riprap

Riprap Salvaged: Salvage all riprap at this site. After 256

at abutments and piers.

under the bridge, and reclaiming riprap and replacing it

structural steel plates at pier 2 & 3, channel excavation

SCOPE OF WORK: Work at this site consists of placing 100

Maintain

existing gro

und ele

v. (typ)

3.9:1

3.6:1

(typ)

flat

BRIDGE BID ITEMS

SPEC CODE ITEM DESCRIPTION UNIT QUANTITY

709

616

256

210

705

33,565

470

1900

SY

LBS

CY

CY

0155

0360

0600

0126

GEOSYNTHETIC MATERIAL TYPE RR

STRUCTURAL STEEL

RIPRAP-SALVAGED

CHANNEL EXCAVATION

12/06/17

BRIDGE LAYOUT

Transportation



on and the original


This document


sealed by

3151,

Tim L Schwagler,

WILD RICE RIVER

PROJECT: SIM-8-029(053)832

CASS COUNTY

170

TLS

SIM-8-029(157)053 3

17ATC073 29-053.832R-1

STATENO.

ND

PROJECT NUMBERSHEET

NO.

SECTION

12/5/2017 dwing R:\project\80029053.157\bridge\29-053.832R\170BR_003_BRLO.dgn4:01:44 PM


NORTH DAKOTA

DATE BRIDGE ENGINEER

(NORTHBOUND)

12/06/17

Jon Ketterling

23 U.S.C. 409


PLAN

41’-8"

END VIEW

1’-8"

1" | Holes

3 Sp @ 1’-0’

"411’-11

(typ)

"211’-10

(typ)

4"

"4

125’-1

" ~ Pier2

41

13’-1

13’-6" ~ Pier 2

16’-0" ~ Pier 2

" ~ Pier 2

83

14’-8


11’-1"9’-9"9’-9"11’-1"


1’-10" "218 Sp @ 4’-10 1’-6"

" ~ Pier 3

43

14’-10

" ~ Pier 3

41

14’-7

" ˝43

NOTE:

typ)Nuts (

Heavy Hex

" ˝ WASHER165

" | THREADED ROD87

1" | Hole

Threaded

5"

Threaded

5"

"4

12

"412

2’-6"

(typ)

Washer & Double Nut

" Threaded Rod, 87

(typ)

3"

5’-6" ~ Pier 3

6’-0" ~ Pier 2

6’-0" ~ Pier 3

6’-6" ~ Pier 2

12’-1" ~ Pier 3

11’-6" ~ Pier 2

a nut rotation of 1 turn from snug tight condition.

Tighten nuts according to Section 616.04 G.2.c with

item "Structural Steel".

" threaded rods in the bid 87into the concrete for the

plate washers and nuts, and the cost of drilling holes

furnishing and installing the steel plates, threaded rods,

Section 854 after fabrication. Include the costs for

Galvanize rods, nuts and washers according to

and plate washers that meet ASTM A709 Grade 36.

" threaded rods87as shown in the plans. Supply

A709 Grade 50 in one section or multiple sections

Supply structural steel plates that meet ASTM

170

TLS

Transportation



on and the original


This document


sealed by

3151,

Tim L Schwagler,

STATENO.

ND

PROJECT NUMBERSHEET

NO.

SECTION

12/5/2017 dwing R:\project\80029053.157\bridge\29-053.832R\170BR_004_PIER.dgn3:30:53 PM

SIM-8-029(157)053 4

WILD RICE RIVER

PIER REPAIR

17ATC075 29-053.832R-2

(NORTHBOUND)

12/06/17

or ‘

Abn abandoned

Abut abutment

Ac acres

Adj adjusted

Aggr aggregate

Ahd ahead

ARV valve releaseair

Align alignment

Al alley

Alt alternate

Alum aluminum

ADA Act Disabilities withAmericans

A ampere

& and

Appr approach

Approx approximate

ACP pipe cementasbestos

Asph asphalt

AC cementasphalt

Assmd assumed

@ at

Atten attenuation

ATR recorder trafficautomatic

Ave Avenue

Avg average

ADT traffic dailyaverage

Az azimuth

Bk back

BF faceback

Bs backsight

Balc balcony

WireB wirebarbed

Barr barricade

Btry battery

Brg bearing

BI inletbeehive

Beg begin

BM markbench

Bkwy bikeway

Bit bituminous

Blk block

FtBd feetboard

BH holebore

BS sidesboth

Bot bottom

Blvd Boulevard

Bndry boundary

BC capbrass

Brkwy breakaway

Br bridge

Bldg building

BV valvebutterfly

Byp bypass

GdrlC guardrailcable

Calc calculate

Cd candela

CIP pipe ironcast

CB basincatch

CRS setting rapidcationic

GdC guardcattle

C ToC center tocenter

Cl centerline

Cm centimeter

Ch chain

Chnlk chain-link

BlkCh blockchannel

ChCh changechannel

Chk check

Chsld chiseled

Cir circle

Cl class

Cl clay

FCl fillclay

HvyCl heavyclay

LmCl loamclay

Clnt clean-out

Clr clear

Cl&gr grubbing &clearing

SCo slackcoal

Comb. combination

Coml commercial

Compr compression

CADD design & drafting aidedcomputer

Conc concrete

Cond conductor

Const construction

Cont continuous

CSB sample barrel splitcontinuous

Contr contraction

Contr contractor

CP pointcontrol

Coord coordinate

Cor corner

Corr corrected

CAES section end aluminumcorrugated

CAP pipe aluminumcorrugated

CMES section end metalcorrugated

CMP pipe metalcorrugated

CPVCP pipe chloride poly-vinylcorrugated

CSES section end steelcorrugated

CSP pipe steelcorrugated

C coulomb

Co County

Crse course

GrC gravelcourse

CS sandcourse

Ct Court

Xarm armcross

Xbuck buckcross

Xsec sectionscross

Xing crossing

Xrd Crossroad

Crn crown

CF feetcubic

M3 metercubic

M3/s second per meterscubic

CY yardcubic

Cy/mi mile per yardscubic

Culv culvert

C&G gutter &curb

CI inletcurb

CR rampcurb

CS spiral tocurve

C cut

LdDd loaddead

Defl deflection

Defm deformed

D orDeg degree

Dlnt delineate

Dlntr delineator

Depr depression

Desc description

Det detail

DWP panel warningdetectable

Dtr detour

Dia diameter

Dir direction

Dist distance

DM materialdisturbed

DB blockditch

DG gradeditch

Dbl double

Dn down

Dwg drawing

Dr drive

Drwy driveway

DI inletdrop

D densitydry

Ea each

Esmt easement

E East

EB Eastbound

Elast elastomeric

EL lockerelectric

MtrE meterelectric

Elec electric/al

EDM meter distanceelectronic

El orElev elevation

Ellipt elliptical

Emb embankment

Emuls emulsion/emulsified

ES sectionend

Engr engineer

ESS station sensorenvironmental

Eq equal

Eq equation

Evgr evergreen

Exc excavation

Exst existing

Exp expansion

Expy Expressway

E curve ofexternal

Extru extruded

FOS safety offactor

F Fahrenheit

FS sidefar

F farad

Fed Federal

FP pointfeed

Ft feet/foot

Fn fence

PFn postfence

FO opticfiber

FB bookfield

FD drivefield

F fill

FAA angularity aggregatefine

FS sandfine

FH hydrantfire

Fl flange

Flrd flared

FES section endflared

BcnF beaconflashing

FA sample augerflight

FL lineflow

Ftg footing

FM mainforce

Fs foresight

Fnd found

Fdn foundation

Frac fractional

Frwy freeway

Frt front

FF facefront

DispF dispenserfuel

—

lack of description, location accuracy or purpose. an unknown characteristic, potentially based on: of existing features. It indicates a feature that has This is a special text character used in the labeling

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



NDDOT ABBREVIATIONS D-101-1

07-01-14

2930

Roger Weigel,

07/01/14

FFP pipes fillerfuel

FLS sensor leakfuel

Furn furnish/ed

Gal gallon

Galv galvanized

Gar garage

LGs linegas

RegG regulator linegas

GMV valve maingas

MtrG metergas

GSV valve servicegas

GVP pipe ventgas

GV valvegate

Ga gauge

Geod geodetic

GIS System InformationGeographical

G giga

GPS System PositioningGlobal

Gov government

Grd graded/grade

Gr gravel

Grnd ground

GWM monitor waterground

Gdrl guardrail

Gtr gutter

PlgH pilingH

Hdwl headwall

Ha hectare

Ht height

HI instrument ofheight

Hel helical

H henry

Hz hertz

HDPE polyethylene densityhigh

HM masthigh

HP pressurehigh

HPS sodium pressurehigh

Hwy highway

Hor horizontal

HBP pavement bituminoushot

Hr hour(s)

Hyd hydrant

Ph content ionhydrogen

Id identification

" orIn inch

Incl tubeinclinometer

IMH manholeinlet

ID diameterinside

Inst instrument

Intchg interchange

Intmdt intermediate

Intscn intersection

Inv invert

IM monumentiron

PnI PinIron

IP Pipeiron

Jt joint

J joule

Jct junction

K kelvin

Kn newtonkilo

Kpa pascalkilo

Kg kilogram

Kg/m3 meter cubic perkilogram

Km kilometer

K Kip(s)

LS (licensed) SurveyorLand

LSIT Training In SurveyorLand

Ln lane

Lg large

Lat latitude

Lt left

L curve oflength

Lens lenses

Lvl level

LB booklevel

Lvlng leveling

Lht light

LP polelight

Ltg lighting

CoLig coallignite

SlLig slacklignite

LF footlinear

Liq liquid

LL limitliquid

L litre

Lm loam

Loc location

LC chordlong

Long. longitude

Lp loop

LD detectorloop

Lm lumen

Lum luminaire

SumL sumlump

Lx lux

ML linemain

HrM hourman

MH manhole

Mkd marked

Mkr marker

Mkg marking

MA armmast

Matl material

Max maximum

MC cornermeander

Meas measure

Mdn median

MD drainmedian

MC curingmedium

M mega

Mer meridian

M meter

M/s second permeters

M curve of ordinatemid

Mi mile

MM markermile

MP postmile

Ml milliliter

Mm millimeter

Mm/hr hour permillimeters

Min minimum

Misc miscellaneous

Mon monument

Mnd mound

Mtbl mountable

Mtd mounted

Mtg mounting

Mk muck

Mun municipal

N nano

NGS Survey GeodeticNational

NS sidenear

Neop neoprene

Ntwk network

N newton

N North

NE EastNorth

NW WestNorth

NB Northbound

# orNo. number

Obsc obscure(d)

Obsn observation

Ocpd occupied

Ocpy occupy

LocOff locationoffice

O/s offset

OC centeron

C consolidation dimensionalone

OC contentorganic

Orig original

O ToO out toout

OD diameteroutside

OH overhead

PMT transformer mountedpad

Pg pages

Pntd painted

Pr pair

Pnl panel

Pk park

PK nailParker-Kalon

Pa pascal

PSD distance sightpassing

Pvmt pavement

Ped pedestal

Ped pedestrian

PPP post pushbuttonpedestrian

Pen. penetration

Perf perforated

Per. perimeter

PL pipeline

Pl place

P&P profile &plan

PL limitplastic

Pl plate

Pt point

PCC curve compound ofpoint

PC curve ofpoint

PI intersection ofpoint

PRC curvature reverse ofpoint

PT tangent ofpoint

POC curve onpoint

POT tangent onpoint

PE polyethylene

PVC chloridepolyvinyl

PCC concrete CementPortland

# orLb pounds

PP polepower

Preempt preemption

Prefab prefabricated

Prfmd preformed

Prep preperation

Press. pressure

PRV valve reliefpressure

Prestr prestressed

Pvt private

PD driveprivate

Prod. production/produce

Prog programmed

Prop. property

LnProp lineproperty

Ppsd proposed

PB boxpull

HMA hot mix asphalt


07-01-14

2930

Roger Weigel,

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



08/03/15

General Revisions 08-03-15

Qty quantity

Qtr quarter

R orRad radius

RR railroad

Rlwy railway

Rsd raised

RTP point traverserandom

R orRge range

RC curingrapid

Rec record

Rcy recycle

RPCC

Ref reference

MkrR markerreference

RM monumentreference

Refl reflectorized

RCB box concretereinforced

RCES section end concretereinforced

RCP pipe concretereinforced

RCPS sewer pipe concretereinforced

Reinf reinforcement

Res reservation

Ret retaining

Rev reverse

Rt right

R/W way ofright

Riv river

Rd road

Rdbd bedroad

Rdwy roadway

RWIS

Rk rock

Rt route

Salv salvage(d)

Sd sand

ClSdy claysandy

Lm ClSdy loam claysandy

FlSdy fillsandy

LmSdy loamsandy

San line sewersanitary

Sc scoria

Sec seconds

Sec section

SL linesection

Sep separation

Seq sequence

Serv service

Sh shale

Sht sheet

Shtng sheeting

Shldr shoulder

Sw sidewalk

S siemens

SD distancesight

Sig signal

ClSi claysilt

Lm ClSi loam claysilty

LmSi loamsilty

Sgl single

SC curingslow

SS settingslow

Sm small

S South

SE EastSouth

SW WestSouth

SB Southbound

Sp spaces

Spcl special

SP provisionsspecial

G gravityspecific

Spk spike

SC curve tospiral

ST tangent tospiral

SB sample barrelsplit

SH headsprinkler

SV valvesprinkler

Sq square

SF feetsquare

Km2 kilometersquare

M2 metersquare

SY yardsquare

Stk stake

Std standard

N test penetrationstandard

SpecsStd

Sta station

YdSta yardsstation

LStm linesteam

SEC concrete encasedsteel

SSD distance sightstopping

SD drainstorm

St street

SPP pipe platestructural

SPPA arch pipe platestructural

Str structure

Subd subdivision

Sub subgrade

PrepSub preperationsubgrade

Ss subsoil

SE superelevation

SS specificationsupplement

Supp supplemental

Surf surfacing

Surv survey

Sym symmetrical

SI

Tan tangent

T (semi)tangent

TS spiral totangent

Tel telephone

BTel BoothTelephone

PTel poletelephone

Tv television

Temp temperature

Temp temporary

TBM mark benchtemporary

T tesla

T sample tubethinwall

T/mi mile pertons

Ts topsoil

T orTwp township

Traf traffic

TSCB box control signaltraffic

Tr trail

Transf transformer

TB booktransit

Trans transition

TT towertransmission

Trans transverse

Trav traverse

TP pointtraverse

Trtd treated

Trmt treatment

Qc compressiontriaxial

TERO ordinance rights employmenttribal

Tpl triple

TP pointturning

Typ typical

Qu strength compressiveunconfined

Ugrnd underground

USC&G Survey Geodetic & CoastUS

USGS Survey GeologicUS

Util utility

VG guttervalley

Vap vapor

Vert vertical

VC curvevertical

VCP pipe clayvitrified

V volt

Vol volume

Wkwy walkway

W contentwater

WGV valve gatewater

WL linewater

WM mainwater

WMV valve mainwater

MtrW meterwater

WSV valve servicewater

WW wellwater

W watt

Wrng wearing

Wb weber

WIM

W west

WB westbound

Wrng wiring

W/ with

W/o without

WC cornerwitness

WGS

Z zenith

SA special assembly

SN sign number

RAP recycled asphalt pavement

recycled portland cement concrete

roadway weather information system

standard specifications

systems international

weigh in motion

world geodetic system

SMA stone matrix asphalt

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number




07-01-14

2930

Roger Weigel,

08/03/15

General Revisions 08-03-15

702COM Communications702

ACCENT CommunicationsAccent

WUAGASSIZ Incorporated Users WaterAgassiz

AGC America of Contractors GeneralAssiociated

PlAll PipelineAlliance

WU SEASALL Association Users Water SeasonsAll

PlAMOCO Company PipelineAmoco

HESSAMRDA Corporation HessAmerada

AT&T CorporationAT&T

PAWB Incorporated Energy PawBear

ELECBAKER ElectricBaker

ELECBASIN Incorporated Cooperative ElectricBasin

TELBEK Cooperative CommunicationsBek

PLBELLE Company Pipeline FourcheBelle

BLM Management Land ofBureau

BNSF Railway Fe Santa NorthernBurlington

BOEING Boeing

RWDBRNS District Water RuralBarnes

ELECBURK-DIV Cooperative ElectricBurke-Divide

WUBURL Users WaterBurleigh

OneCable OneCable

SERVCABLE ServicesCable

ELECCAP Incorporat Cooperative ElectricCapital

ELEC COCASS Cooperative Electric CountyCass

RWUCASS Incorporated Users Water RuralCass

ELECCAV Cooperative Electric RuralCavalier

CBLCOM Fargo OfCablecom

PLCENEX PipelineCenex

DIST WATER PLCENT District Water Line PipeCentral

ELEC PWRCENT Cooperative Electric PowerCentral

COE Engineers ofCorps

TELCONS TelephoneConsolidated

RESCONT Inc ResourceContinental

CPR Railway PacificCanadian

E OD Energy OfDepartment

CARRDAK Network CarrierDakota

TEL CENTDAK Telephone CentralDakota

RWDDAK District Water RuralDakota

DGC Company GasificationDakota

NET RDICKEY Networks RuralDickey

RWUDICKEY Association Users Water RuralDickey

TELDICKEY TelephoneDickey

DNRR Railroad NorthernDakota

PLDOME Company PipelineDome

DVELEC Cooperative Electric ValleyDakota

DVMW Western & Valley MissouriDakota,

ENBRDG Incorporated PipelinesEnbridge

ENVENTIS TelephoneEnventis

MNGFALK Company MiningFalkirk

FHWA Administration HighwayFederal

WD FKS-TRLG District Water Forks-traillGrand

TRAN & TRDGETTY Transportation & TradingGetty

ELEC WGLDN Cooperative Electric WestGolden

TEL COGRGS Telephone CountyGriggs

GAS NAT PLNSGT Company Gas Natural PlainsGreat

TELHALS Company TelephoneHalstad

IDEA1 Idea1

TELINT-COMM Company TelephoneInter-Community

PLKANEB Company PipelineKaneb

ELECKEM Incorporated Cooperative ElectricKem

SYS GATHKOCH Incorporated Systems GatheringKoch

PLLKHD Company PipelineLakehead

RWULNGDN Incorporated Users Water RuralLangdon

ELEC R YELLLWR Electric Rural YellowstoneLower

CONMCKNZ Telcom ConsolidatedMcKenzie

ELECMCKNZ Cooperative ElectricMcKenzie

WRDMCKNZ District Resource Water CountyMcKenzie

MCLEOD USAMcLeod

ELECMCLN Cooperative ElectricMcLean

WAT RMCLN-SHRDN Water RuralMcLean-Sheridan

MDU UtilitiesMontana-dakota

CABLEMID-CONT CableMid-Continent

TELMIDSTATE Company TelephoneMidstate

CABLEMINOT Television CableMinot

TELMINOT Company TelephoneMinot

S W WMISS System Water WestMissouri

PWRMNKOTA PowerMinnkota

ELECMOR-GRAN-SOU Cooperative ElectricMor-gran-sou

ELECMOUNT-WILLI Cooperative ElectricMountrail-williams

TEL LBTYMRE Telephone Liberty &Moore

MUNICIPAL Sewer And WaterCity

MUNICIPAL ’..................’ OfCity

ELEC CENTN Cooperative Electric CentralNorth

DIST W VALLN District Water ValleyNorth

REC & PKSND Recreation And Parks DakotaNorth

TELND Company Telephone DakotaNorth

NDDOT Transportation of Department DakotaNorth

DEPT SCI SOILNDSU Department Science SoilNDSU

TELNEMONT TelephoneNemont

ELEC RNODAK Cooperative Electric RuralNodak

TEL FRMSNOON Company Telephone FarmersNoonan

NPR Railroad PlainsNorthern

NSP Power StatesNorthern

RW PRAIRNTH Association Water Rural PrairieNorthern

PL BRDRNTHN Pipeline BorderNorthern

ELEC PLNSNTHN Incorporated Cooperative Electric PlainsNorthern

REFNTHWSTRN Company RefineryNorthwestern

COMMNW Cooperation CommunicationNorthwest

ONEOK gasOneok

OSHA Administration Health and SafetyOccupational

PWR TLOTTR Company Power TailOtter

M E LP Marketing EnergyPrairielands

COMPOLAR CommunicationsPolar

ELECPVT ElectricPrivate

QWEST CommunicationsQwest

SUPPLY WR&T Association Supply Water T &R

SEW RRAMSEY Association Sewer RuralRamsey

RWRAMSEY Association Water RuralRamsey

UTILRAMSEY Utilities Rural CountyRamsey

TEL RIVRED Telephone Rural RiverRed

TELRESVTN TelephoneReservation

TELROBRTS Telephone CompanyRoberts

ELECR-RIDER Coop ElectricRoughrider

RRVW Railroad Western & Valley RiverRed

ELECRSR Cooperative ElectricR.S.R.

U W ES Incorporated Users Water EastSouth

CABLESCOTT Dickinson Television CableScott

ELECSHERDN Cooperative ElectricSheridan

ELEC VLYSHEYN Cooperative Electric ValleySheyenne

SKYTECH Incorporated TechnologiesSkyland

ELECSLOPE Incorporated Cooperative ElectricSlope

TELCOM RIVSOURIS Telecommunications RiverSouris

COMM WATST Commission WaterState

WATER LNSTATE Cooperative Water LineState

ENGSTER EnergySterling

RWUSTUT Users Water RuralStutsman

PRJ PLSW Project PipelineSouthwest

C MT Communications MountainTurtle

TCI Dakota North ofTCI

PL PLNS HGHTESORO Pipeline Plains HighTesoro

WUTRI-CNTY Incorporated Users WaterTri-County

RWU COTRL Users Water Rural CountyTraill

TELUNTD TelephoneUnited

WUA SOURUPPR Association Users Water SourisUpper

SPRINTUS SprintU.S.

CABLE MSLUSAF Cable MissileU.S.A.F.

USFWS Service Wildlife and FishUS

COMMUSW Communications WestU.S.

ELECVRNDRY Cooperative ElectricVerendrye

TEL RIVW Incorporated Telephone RiverWest

WEB Association Development Water B. E.W.

RWAWILLI Association Water RuralWilliams

PL BASWILSTN Company Pipeline Interstate BasinWilliston

RWDWLSH District Water Rural WaterWalsh

TELWOLVRTN TelephoneWolverton

XLENER EnergyXcel

YSVR Railroad ValleyYellowstone

2930

Roger Weigel,

07/01/14

NDDOT UTILITY COMPANY AND ORGANIZATION ABBREVIATIONS D-101-10

07-01-14

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



Edge Drain

Existing Electrical

Existing Fiber Optic Line

Existing TV Fiber Optic

Existing Gas Pipe

Existing Overhead Utility Line

Existing Power

Existing Fuel Pipeline

Existing Undefined Above Ground Pipe Line

Remove Line

Existing Telephone Line

Existing TV Line

Existing Water or Steam Line

Existing Under Drain

Under Drain

Wall Existing Slotted Drain

Existing Cemetary Boundary

Existing Box Culvert Bridge

Existing Concrete Surface

Existing Drainage Structure

Existing Gravel Surface

Existing Riprap

Existing Underground Vault or Lift Station

Existing Dirt Surface

Existing Conduit

Existing Conductor

Conductor

Fiber Optic

Existing Loop DetectorExisting Asphalt Surface

Existing Tie Point Line

Existing Railroad Centerline

Existing Guardrail Cable

Existing Guardrail Metal

Existing Edge of Water

Existing Down Guy Wire Down Guy

Existing Fence

Existing Railroad

Existing Sanitary Force Main

Existing Storm Drain

Existing Storm Drain Force Main

Fence

Existing Field Line

Exst Flow

Flow

Existing Culvert

Existing Curb

Existing Valley Gutter

Existing Driveway Gutter

Existing Curb and Gutter

Existing Mountable Curb and Gutter

Existing Double Micro Loop Detector

Micro Loop Detector Double

Existing Overhead Sign Structure

Existing Micro Loop Detector

Micro Loop Detector

Existing Overhead Sign Structure Cantilever

Existing Railroad Switch

Overhead Sign Structure Cantilever

24 Inch Pipe

Reinforced Concrete Pipe

Signal Head with Mast Arm

Existing Signal Head with Mast Arm

3-Cable w Posts

Existing 3-Cable w Posts

Site Boundary

Existing Berm, Dike, Pit, or Earth Dam

Existing Ditch Block

Gravel Pit - Borrow Area

Existing Tree Boundary

Existing Brush or Shrub Boundary

Existing Retaining Wall

Existing Planter or Wall

Retaining Wall (Plan View)

W-Beam w Posts

Existing W-Beam Guardrail with Posts

Existing Sanitary Sewer

Existing Wet Area-Vegetation Break

Existing Ground Void

Line Styles

2930

Roger Weigel,

D-101-20

07-01-14

09/23/16

Existing Utilities Proposed Utilities

Traffic Utilities

Proposed Topography

Existing Topography

Sign Structures

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



Organized by Functional Groups

Added and Revised Items, 09-23-16

Limits of Const Transition Line

Bale Check

Rock Check

Sight Distance Triangle Line

Small Hidden Object

Existing Ground

Existing Topsoil (Cross Section View)

Large Hidden Object

Geotextile Fabric Type D

Geogrid

Geotextile Fabric Type R

Geotextile Fabric Type R1

Geotextile Fabric Type RR

Geotextile Fabric Type S

Floating Silt Curtain

Centerline Pavement Marking

Barrier with Centerline Pavement Marking

Barrier Pavement Marking

Stripe 4 IN Dotted Extension White

Stripe 8 IN Dotted Extension White

Stripe 8 IN Lane Drop

Wetland Mitigation

Easement

Existing Concrete

Existing Easement

Existing Aggregate (Cross Section View)

Existing Curb and Gutter (Cross Section View)

Tangent Line

Hidden Object

Topsoil Profile

Subgrade, Subcut or Ditch Grade

Existing Asphalt (Cross Section View)

Existing Reinforcement Rebar

Existing State or International Line

Existing Quarter Section Line

Existing County

Existing Section Line

Existing Township

Centerline

Existing Centerline

Supplemental Contour

Right of Way

Existing Right of Way

Existing Right of Way Railroad

Failure Line

Existing Conditions

Existing Ground (Details)

Existing Sixteenth Section Line

Existing Right of Way Not State Owned

Phantom Object

Centerline Main

Excavation Limits

Existing Government Lot Line

Existing Adjacent Block Lines

Existing Adjacent Lot Lines

Existing Adjacent Property Line

Existing Adjacent Subdivision Lines

Subgrade Reinforcement

Silt Fence

Tie Bar at Random Spacing

Fiber Rolls

Doweled Joint

Tie Bar 30 Inch 4 Foot Center to Center

Tie Bar 18 Inch 3 Foot Center to Center

Depression Contours

Tree Row

Sheet Piling

Existing Wetland Easement USFWS

Existing Wetland Jurisdictional

Existing Wetland

Reservation Boundary

Existing City Corporate Limits or

Existing Ground Void (Not Surveyed)

Dimension Leader

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



Line Styles

2930

Roger Weigel,

09/23/16

D-101-21

07-01-14

Erosion Control

Environmental

Right Of Way

Geotechnical

StripingCross Sections and Typicals

Boundary Control

Pavement Joints

Countours

Profile

Organized by Functional Groups

Added and Revised Items, 09-23-16

Bridge Details

North Arrow (Half Scale)

Truck Mounted Attenuator

Type I Barricade

Type II Barricade

Type III Barricade

Catch Basin

Cairn or Stone Circle

Video Detection Camera

Storm Drain Cap or Stub

Corrugated Metal End Section 18 Inch






Concrete Foundation

Ground Connection Conductor

Neutral Connection Conductor

Phase 1 Connection Conductor

Phase 2 Connection Conductor

Traffic Cone

Signal Controller

Pad Mounted Signal Controller

Alignment Data Point

Emergency Vehicle Detector

Attenuation Device

Diamond Grade Delineator Type A

Diamond Grade Delineator Type B

Diamond Grade Delineator Type C

Diamond Grade Delineator Type D

Diamond Grade Delineator Type E

Flexible Delineator

Flexible Delineator Type A

Flexible Delineator Type B

Flexible Delineator Type C

Flexible Delineator Type D

Flexible Delineator Type E

Delineator Type A

Delineator Type A Reset

Delineator Type B

Delineator Type B Reset

Delineator Type C

Delineator Type D

Delineator Type E

Delineator Drums

Spot Elevation

Existing Access Control Arrow

Existing Artifact

Existing Flashing Beacon

Existing Benchmark

Existing Railroad Battery Box

Existing Bush or Shrub

Existing Gas Cap or Stub

Existing Sanitary Cap or Stub

Existing Storm Drain Cap or Stub

Existing Water Cap or Stub

Existing Sanitary Cleanout

Existing Concrete Foundation

Existing Traffic Signal Controller

Existing Pad Mounted Signal Controller

Existing Sixteenth Section Corner

Existing Quarter Section Corner

Existing Section Corner

Existing Railroad Crossbuck

Existing Satellite Dish

Existing Fuel Dispensers

Existing Flexible Delineator Type A

Existing Flexible Delineator Type B

Existing Flexible Delineator Type C

Existing Flexible Delineator Type D

Existing Flexible Delineator Type E

Existing Delineator Type A

Existing Delineator Type B

Existing Delineator Type C

Existing Delineator Type D

Existing Delineator Type E

Existing EFB Misc

Existing Flashing Beacon

Existing Pipe Mounted Flasher

Existing Pad Mounted Feed Point

Existing Pipe Mounted Feed Point with Pad

Existing Pole Mounted Feed Point

Existing Railroad Frog

Existing Snow Gate 18



Existing Headwall

Existing Pedestrian Head with Number

Existing Signal Head

Existing Sprinkler Head

Existing Fire Hydrant

Existing Catch Basin Drop Inlet

Existing Curb Inlet

Existing Manhole Inlet

Existing Junction Box

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



Symbols

2930

Roger Weigel,

D-101-30

07-01-14

07/01/14

Existing Light Standard

Existing High Mast Light Standard 10 Luminaire








Existing Overhead Sign Structure Load Center

Existing Luminaire

Existing Light Standard Luminaire

Existing Federal Mailbox

Existing Private Mailbox

Existing Meander Section Corner

Existing Meter

Existing Electrical Manhole

Existing Gas Manhole

Existing Sanitary Manhole

Existing Sanitary Force Main Manhole

Existing Sanitary Manhole with Valve

Existing Storm Drain Manhole

Existing Force Main Storm Drain Manhole

Existing Force Main Storm Drain Manhole with Valve

Existing Telephone Manhole

Existing Manhole with Valve Water

Existing Water Manhole

Existing Mile Post Type A

Existing Mile Post Type B

Existing Mile Post Type C

Existing Reference Marker

Existing RW Marker

Existing Utility Marker

Iron Pin R/W Monument

Existing Object Marker Type I

Existing Object Marker Type II

Existing Object Marker Type III

Existing Electrical Pedestal

Existing Telephone Pedestal

Existing Fiber Optic Telephone Pedestal

Existing TV Pedestal

Existing Fiber Optic TV Pedestal

Existing Fuel Filler Pipes

Existing Traverse PI Aerial Panel

Existing Pole

Existing Power Pole

Existing Power Pole with Transformer

Existing Telephone Pole

Existing Wood Pole

Existing Post

Existing Pedestrian Push Button Post

Existing Control Point CP

Existing Control Point GPS-RTK

Existing Control Point TRI

Existing Reference Marker Point NGS

Existing Pull Box

Existing Intelligent Transportation Pull Box

Existing Water Pump

Existing Slotted Reinforced Concrete Pipe

Existing RR Profile Spot

Existing Fuel Leak Sensors

Existing Highway Sign

Existing Miscellaneous Spot

Existing Lighting Standard Pole

Existing Traffic Signal Standard

Existing Transformer

Existing Large Evergreen Tree

Existing Small Evergreen Tree

Existing Large Tree

Existing Small Tree

Existing Tree Trunk

Existing Pad Mounted Traffic Signal Control Box

Existing Undefined Manhole

Existing Undefined Pull Box

Existing Undefined Pedestal

Existing Undefined Valve

Existing Undefined Pipe Vent

Existing Gas Valve

Existing Water Valve

Existing Fuel Pipe Vent

Existing Gas Pipe Vent

Existing Sanitary Pipe Vent

Existing Storm Drain Pipe Vent

Existing Water Pipe Vent

Existing Weather Station

Existing Ground Water Well Bore Hole

Existing Windmill or Tower

Existing Witness Corner

Flashing Beacon

Flagger

Pipe Mounted Flasher

Sanitary Force Main with Valve

Iron Monument Found

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



Symbols

2930

Roger Weigel,

D-101-31

07-01-14

07/01/14

Pad Mounted Feed Point

Pipe Mounted Feed Point with Pad

Pole Mounted Feed Point

Headwall

Double Headwall with Vegitation Barrier

Single Headwall with Vegitation Barrier

Pole Mounted Head

Sprinkler Head

Fire Hydrant

Inlet Type 1

Inlet Type 2

Double Inlet Type 2

Inlet Grate Type 2

Junction Box

High Mast Light Standard 10 Luminaire








Relocate Light Standard

Overhead Sign Structure Load Center

Light Standard 100 Watt High Pressure Sodium Vapor Luminaire












Manhole

Manhole 48 Inch

Sanitary Force Main Manhole

Sanitary Sewer Manhole

Storm Drain Manhole

Storm Drain Manhole with Inlet

Reset Mile Post

Mile Post Type A

Mile Post Type B

Mile Post Type C

Right of Way Marker

Tubular Marker

Object Marker Type I

Object Marker Type II

Object Marker Type III

Caution Mode Arrow Panel

Back to Back Vertical Panel Sign

Double Direction Arrow Panel

Left Directional Arrow Panel

Right Directional Arrow Panel

Sequencing Arrow Panel

Truck Mounted Arrow Panel

Power Pole

Wood Pole

Pedestrian Push Button Post

Property Corner

Pull Box

Intelligent Transportation Pull Box

Sanitary Pump

Storm Drain Pump

Reinforced Pavement

Reinforced Concrete End Section 15 Inch








Reset Right of Way Marker

Reset USGS Marker

Right of Way Markers

Riser 30 Inch

Continuous Split Barrel Sample

Flight Auger Sample

Split Barrel Sample

Thinwall Tube Sample

Highway Sign

SNOW GATE 18 FT

SNOW GATE 28 FT

SNOW GATE 40 FT

Standard Penetration Test

Transformer

Inclinometer Tube

Underdrain Cleanout

Excavation Unit

Water Valve

HDWL

CS

BF

AS

BT

Incl

N

Alignment Monument

Iron Pin Reference Monument

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



Symbols

2930

Roger Weigel,

07-01-14

07/01/14

D-101-32

Flow

Flow

Protected

Area

Protected

Area

Protected

Area

Sheet flow

to avoid concentrating flows. Compact to prevent undercutting flows.

Minimize disturbance of ground around trench and smooth surface after excavation

wire support.

5. Silt fence material does not need to reach the top of woven

4. Do not embed silt fence when placed in standing water.

3. Install silt fencing parallel to contour lines.

2. Place splices outside low spots.

prevent sediment from flowing around the ends of the fence.

1. Install the ends of the silt fence to point slightly upslope to

NOTES:

28" min height above ground

Woven Wire

Post Spacing

4’ - 0" max.Post Spacing

4’ - 0" max.

6"

24"

min for slo

pes 3:1 or gre

ater

20"

min p

ost e

mbed

ment

24"

Min

Post

Flow

Filter fabric

Backfill and compact native soil

4’ max post s

pacin

g

Supported silt fence

Embed woven wire 2" min

Embed filter fabric 6" min

See Note 1

See Note 1

SILT FENCE UNSUPPORTEDSILT FENCE SUPPORTEDExisting ground

Fabric entrenchment

Existing ground

restrict flow under the silt fence

Embed with compacted soil to

6"

Min

Fabric entrenchment

fence (fabric only)

Unsupported silt

24"

min for slo

pes 3:1 or gre

ater

20"

min p

ost e

mbed

ment

Post

8 In - 1

2 In d

epth

M

achine slice

located in top 8 Inches

Plastic zip ties (50 Lb tensile)

Flow Flow

Tire compaction zone

fabric

SILT FENCE

MACHINE SLICED

INSTALLATION DETAIL

TYPICAL ISOMETRIC

06-27-16

06-26-14

Revised details & added new ones.

from splitting standard D-708-2.

Standard drawing resulted

for expected flows

Attach fabric appropriately

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



EROSION AND SILTATION CONTROLS - SILT FENCE

10-03-13

D-260-1

Roger Weigel

06/27/16

2930

Flow

6’

2" to 3"

EROSION CONTROL

6"

Flow

6"

6"

12"

20"

24"

36"

18" 2"

Trenching depth

2" x 2"

2" x 2"

2" x 2"

2"

3"

2"

3"

5"

12"

Fiber Roll

dimensions.

with values for stake and trench

slope application. Added table

Added plan view for ditch and06-10-13

FIBER ROLL PLACEMENT DETAILS

Do not use 20-inch fiber rolls in flat areas where there is potential for water to back up on adjacent property.

on adjacent property. Lower fiber roll enough to prevent water from backing up on adjacent property.

*Optional Weir. Use in flat areas, such as the Red River Valley, where there is potential for water to back up

2" X 2" nominal wood stakes

Fiber Roll Overlapping Staking Detail

Detail A

2" X 2" nominal wood stakes

Detail B

Fiber Roll Staking Detail

from end of roll

Stake 4" to 6"

Side slope

TRENCH DEPTH

MAXIMUM

TRENCH DEPTH

MINIMUM

LENGTH

MINIMUM STAKE

STAKE SIZE

NOMINAL

DIAMETER

FIBER ROLL

PLAN VIEW FOR DITCH APPLICATION

toe of ditch slope

Place stake at each

toe of ditch slope

Place stake at each

from end of roll

Stake 4" to 6"

Side slope

Overlap fiber rolls 12" min.

Detail C

botto

m

Ditch

Flo

w

12 OR 20 INCH FIBER ROLL - DITCH BOTTOM

Ends overlapped 12" minimumfrom end of roll

Stake 4" to 6"

Optional Weir*Detail A

Detail B

Backslope

max.4’

Foreslope

see staking detail

For stake installations

Flo

w

rows of fiber rolls

Stagger joints between

Flo

w

Flo

w

Flo

w

Overlapping fiber rolls

PLAN VIEW FOR SLOPE APPLICATION

NOTE: Runoff must not be allowed to run under or around roll.

see staking detail

For stake installation

along entire length

and 4’ max. O.C.

Stake at each end

Detail C

overlap see

For staking of

Flo

w

Soil from trench

Soil from trench

Less than 5"

Less than 5"

10-04-13 Revised fiber roll overlap detail.

Less than 5"

Less than 5"

06-26-14number from D-708-7 to D-261-1.

Changed standard drawing

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



06/26/14

2930

D-261-1

11-18-10

Roger Weigel,

job # 25 nd north dakota department of transportation 25/sim-… · 09/02/2018 · m o u n t r a i...

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