Hwy 32 Conflict Summary Sheet.xls

Page 1 of 1

Item #P&P Sh

#

Cross Section

Sht #Approx.

Sta. From Approx. Sta. To

Approx. Qty Location Comments Utility Type of Facility

1 State,

2 Utility Offset Not/Reimbursable

DRT1 1 8 319+50. to 321+50. 200 In Right of way Conflict with new box culvert unless lines are bored at less 10 feet below grade Dickey Rural Telephone Cooperative (2) Fiber Optic Lines 2 Left Not reimbursable

Contact information for Utility Facilities with or without Conflicts Contact Name Phone Number EmailDickey Rural Telephone Cooperative, P.O. Box 69, 9628 Hwy 281, Ellendale, ND 58436-0069 Kent Schimke 701-344-5000 kschimke@drtel.comDickey Rural Telephone Cooperative, P.O. Box 69, 9628 Hwy 281, Ellendale, ND 58436-0069 Lorri Kingzett 701-344-5000 lkingzett@drtel.com

SS-8-032(033)006 0.045 0.045

Wild

Rice

River

SO

UT

HD

AK

OT

A

35

36

31

32

26

25

30

29

23

24

19

20

17

18

13

1411

12

785

61

226

25

30

29

20

19

24

23

14

13

18

178

712

112

16

5

31

32

36

35

32

31

36

35

HAVANA

FORMAN

R-56-W

R-55-W

T-1

30-N

T-1

31-N

T-1

29-N

T-1

30-N

T-1

28-N

T-1

29-N

D.M.V.W.

D.M.V.W.

R-55-W & R-56-W

T-129-N,

Sec 1 & Sec 6,

Br. No. 32-006.121

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

NDDOT DIV-DIST OR CONSULTANT FIRM

Sargent County

Wild Rice River ~ 4 Miles South of ND 11 East

Structural, Surfacing & Incidentals

SS-8-032(033)006

19853SS-8-032(033)006

DESIGN DATA

Traffic Average Daily

Current 2012

Forecast 2032

Pass: 525

Pass: 680

Trucks: 245

Trucks: 320

Total: 770

Total: 1000

Design Speed: 65

Bridges: HL-93

Pavement Design Life (years)

Minimum Sight Dist. for Stopping:

Clear Zone Distance:

Sight Dist. for No Passing Zone:

Design Accumulated One-way ESALs:

100

80

Max. Hr.

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

12/11/2014 mdockter R:\project\80032006.033\bridge\32-006.121\001TS_001_TITLE.dgn4:08:15 PM

purposes.

implementation

construction or

and not for

is preliminary

This document

PRELIMINARY

JOB #16

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:

11

32

3232 1132

11

Utility Conflict Legend Sheet

at own expenserelocate or adjustutility company to Buried telephone,Conflict with

at own expenserelocate or adjustutility company to Fiber optic line,Conflict with

at own expenserelocate or adjustutility company to Buried electric line,Conflict with

billable to NDDOTrelocate or adjustutility company to Utility Pole,Conflict with

billable to NDDOTrelocate or adjustutility company to Utility Pole anchor,Conflict with

at own expenserelocate or adjustutility company to Utility Pole,Conflict with

at own expenserelocate or adjustutility company to Utility Pole anchor,Conflict with

earth around poleto leave existing NDDOT contractorNo Conflict

at own expenserelocate or adjustutility company to Gas line,Conflict with

billable to NDDOTrelocate or adjustutility company to Fiber optic line,Conflict with

billable to NDDOTrelocate or adjustutility company to Buried telephone,Conflict with

billable to NDDOTrelocate or adjustutility company to Buried electric line,Conflict with

billable to NDDOTrelocate or adjustutility company to Gas line,Conflict with

at own expenserelocate or adjustutility company to Cable/TV facality,Conflict with

billable to NDDOTrelocate or adjustutility company to Cable/TV facality,Conflict with

12/11/2014 R:\project\80032006.033\utilities\004UC_001_utility conflict legend.dgn

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

NA 1SS-8-032(033)006

Sec 6

R-55-W

T-129-N

Sec 1

R-56-W

T-129-N

Sec 31

R-55-W

T-130-N

Sec 36

R-56-W

T-130-N

at own expenserelocate or adjustutility company to Fiber optic line,Conflict with

107

4R

TK107

4

RTK 1074

320

+00

325

+00

316

+32.10

#5

Rebar

Rec

Sec

Cor

30001 N

W6

É= 1°02’00"

Rt

1230

1235

1240

1245

1250

1255

1260

1265

1230

1235

1240

1245

1250

1255

1260

1265

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/11/2014 mdockter R:\project\80032006.033\utilities\060PP_003_Utility Conflict Plan.dgn4:08:24 PM

purposes.

implementation

construction or

and not for

is preliminary

This document

PRELIMINARY

360SS-8-032(033)006

Plan & Profile

ND Highway 32

Wild Rice River

Steel Stringer or Girder

Clr Rdwy 28’

Overall length 65’

N 142741.61 E 2696759.98

N 142806.10 E 2696758.47

Str # 32-006.121

Ripra

p

Ripra

p

Riprap

Ripra

p

Tel MkrTel Mkr

2 DICKEY RURAL TELEPHONE lines

Sign

Sign

Gr

Ped

Tel

Old

Elev. 1258.30Elev. 1258.43

Gr

Gr

Asph

Asph

Mkrs

2 Tel

1,259.78

VPI 318+69.65

EL 1,259.80

+ 0.0182 % - 0.7778 %

L = 155.00’

VPI 320+46.12

EL 1,258.43

+ 0.1675 %

L = 150.00’

1,258.97

316+00 317+00 318+00 319+00 320+00 321+00 322+00 323+00 324+00 325+00 326+00

1,260.03

1,260.03

1,259.91

1,259.80

1,259.77

1,259.71

1,259.52

1,259.14

1,258.63

1,258.45

1,258.32

1,258.55

1,258.69

1,258.75

1,258.83

1,258.93

1,259.01

1,259.02

1,259.06

1,259.10

1,259.09

1,259.79

1,259.71

1,259.51

1,259.18

1,258.81

1,258.59

1,258.53

1,258.60

1,258.69

1,258.77

1,258.85

1,258.94

E 2696759.5

894

N 142759.9

602

SCL32320+75.00 / 1

approximate

7-1

0 ft

E 2696759.5

894

N 142759.9

602

SCL32320+75.00 / 1

36’-0" Clear Zone12’-0"12’-0"36’-0" Clear Zone

20’-0" ~ R1 Material20’-0" ~ R1 Material

approximate

fiber optic line

location

approximate

fiber optic line

location

conflict area

(typ)

10’-0"

(typ)

10’-0"

Culvert

‘ Box

Channel

Finished

END VIEW

Line

Reference

6’-8" 53’-0" 53’-0" 6’-8"

Line

Reference106’-0"

FlowFlow

(typ)

El 1239.50

Inlet Invert

Sta 320+65.00

‘ Roadway

‘ Box Culvert

DESIGN STRENGTHS:

Load & Resistance Factor Design

fy = 60,000 psi ~ Reinforcing Steel

f’c = 3,000 psi ~ Class AE-3 Concrete(typ)

El 1239.20

Outlet Invert

SPEC

709

709

612

602

256

210

210

210

202

CODE

0155

0151

0114

1131

0200

0405

0210

0050

0105

ITEM DESCRIPTION UNIT QUANTITY

SY

SY

LBS

CY

CY

EA

CY

EA

L SUM

BOX CULVERT BID ITEMS

230

590

67,618

505.3

115

1

1,130

1

1

GEOSYNTHETIC MATERIAL TYPE RR

GEOSYNTHETIC MATERIAL TYPE R1

REINFORCING STEEL-GRADE 60-BOX CULVERT

CLASS AE-3 CONCRETE-BOX CULVERT

RIPRAP GRADE II

FOUNDATION PREPARATION-BOX CULVERT

FOUNDATION FILL

BOX CULVERT EXCAVATION

REMOVAL OF STRUCTURE

PLAN

ELEVATION

(typ)

1’-6"

(Typ under all riprap)

Geosynthetic Material Type RR

Riprap

10’-0"

Riprap

20’-0"

10̂

HYDRAULIC DATA:

Overtopping Discharge

Overtopping Stage

100-Year Frequency Headwater

100-Year Frequency Discharge

Velocity Through Culvert

Design Tailwater Stage

Design Headwater Stage

Design Discharge

Design Frequency

Stream Gradient

Drainage Area

cfs

ft

ft

cfs

fps

ft

ft

cfs

yr

ft/ft

sq mi

6539.3

1258.35

1253.13

4113.8

8.52

1249.62

1250.99

3065.8

50

0.0006

260.56

DATE BRIDGE ENGINEER

DEPARTMENT OF TRANSPORTATION

NORTH DAKOTA

PROJECT: SS-8-032(033)006

HL-93 DESIGN LOADING

REINFORCED CONCRETE

STATION: 320+65.00

CLEAR SPAN 4 x 10’ CLEAR HEIGHT 10’

MAXIMUM FILL 10’

STATENO.

ND

PROJECT NUMBERSHEET

NO.

SECTION

12/11/2014 mdockter R:\project\80032006.033\bridge\32-006.121\170BR_001_RCBLO.dgn4:08:32 PM

170

BWR

1SS-8-032(033)006

32-006.121-1

SARGENT COUNTY

QUADRUPLE BOX CULVERT LAYOUT

WILD RICE RIVER

4 MILES SOUTH OF ND 11 EAST

PRELIMINARY

purposes.

implementation

construction or

and not for

is preliminary

This drawing

14MKC050

SPECIAL PROVISIONS

MIGRATORY BIRD TREATY ACT

SP 4(14)

49’-0"

(typ)

13’-5"

80’-0"

(typ)

4’-0"

20:1

80’-0" 75’-10"

(typ)

2’-6"

1:1

Backfill

Ordinary

Type R1

Material

Geosynthetic

Excavation

Limit of Class 2

Fill

Foundation

1:1

(SHOWING SECTION ALONG ‘ ROADWAY)

THROUGH EXISTING EMBANKMENT

R1 MATERIAL PLACEMENT AND FOUNDATION FILL

1’-0"

(typ)

2’-0"

(typ)

10’-0"

20:1

Sta 320+65.00

‘ Box Culvert

HBP

Base Course

Aggregate

R1 Material Limits (typ)

20’-0"

NOTES:

The foundation fill shall run to the end of the apron.

Engineer.

removed. The depth required shall be determined by the

be 1’-0". All unsound material under the box shall be

The minimum depth of foundation fill under the box shall

The R1 Material shall extend 20’-0" Lt & Rt of ‘ Roadway.

STATENO.

ND

PROJECT NUMBERSHEET

NO.

SECTION

12/11/2014 mdockter R:\project\80032006.033\bridge\32-006.121\170BR_003_FILL.dgn4:08:36 PM

170

BWR

PRELIMINARY

purposes.

implementation

construction or

and not for

is preliminary

This drawing

EXCAVATION & FOUNDATION

FILL DETAIL

32-006.121-314MKC051

SS-8-032(033)006 3

4 MILES SOUTH OF ND 11 EAST

WILD RICE RIVER

(typ)

" Cl212

(typ)

2-T

1

(typ)

2-T

1

3"

Alt (ty

p)

12 S

p @ 9" ~ T

1

"4

38

"4

31’-0

3"

10’-0"

11"

"2

11

8" 10’-0"

(typ)

F2

(typ)

V3

(typ)

2" Cl1’-0"

Bot of Roof (typ)

8 Sp @ 1’-0" ~ TE 1’-0"

(typ)

V1 S1(typ)

S2 8"

10’-0"

(typ)

6" Fillet

(typ)

2" Cl

(typ)

V5

(typ)

Keyway

"21" x 22

11

(typ)

F1

(typ)

F7

43’-4"

8"10’-0"10’-0"

8"

23’-0" ~ Flat

28 Sp @ 1’-6" ~ TE ~ Top of Roof

(typ)

2" Cl

43’-10"

11"28 Sp @ 1’-6" ~ T1 (Top & Bot)

WING ELEVATION

C23

W22

A2 A3 3-A3 A1

C22

3" 1’-2" 1’-0"

C1

12 Sp @ 1’-0" ~ C22 - C10

C10

1’-0"

C9 C3C4

bend to fit)

2-P2 (Field

21’-11"

O1

6"

6 S

p @ 1’-6" ~ H

2 - H

6

3-H7

12 S

p @ 9" ~ H

7 ~ S

ee "

H B

ar

Detail"

3" 1’-2"

W2

W1

W21

14 Sp @ 1’-6" ~ O1 - O15 ~ Front Face (Not Shown)

1’-6"

2 @ 9"

3"

3"

1’-0"1’-0"1’-0"1’-0"8"4"

4’-8"

"8

72

"2

12

"4

31

"4

3

Sym about ‘

" R8143’-8

CURVED FLOOR OFFSETS

"4

31’-0

A3

C1

O15

W2

A4

A3A4

12’-0"

10"

END VIEW

C23

W22 O1

10"

"831’-7

"8710

(typ)

3"

Cl

"4

11’-5

2’-6"

(typ)

2"

Cl

4"

8"

"2110

(typ)

TE

(typ)

TE

S3

SECTION OF BARREL

F5

(typ)

F4 F3

F6

8"

(typ)

2" Cl

(typ)

1" Cl

45°

Wall

WingH7

T Bars

H BAR DETAIL

H2 - H6

C3 - C1

4’-2"

(typ)

V2

(typ)

2" Cl

S4 S5

A

A

W3

1’-0"18 Sp @ 1’-0" ~ W21 - W3 ~ Back Face

O15

C9 - C4

5 Sp @ 1’-0"

A-A

2-H2

2-H1

2-H3

2-H4

2-H5

2-H6

2-H8

3"9"

W2 - W1

2 Sp @ 9"

W1

170

BWR

PRELIMINARY

purposes.

implementation

construction or

and not for

is preliminary

This drawing

SS-8-032(033)006 4

32-006.121-414MKC052

BARREL SECTION &

WING DETAILS

STATENO.

ND

PROJECT NUMBERSHEET

NO.

SECTION

12/11/2014 mdockter R:\project\80032006.033\bridge\32-006.121\170BR_004_BARREL.dgn4:08:40 PM

WILD RICE RIVER

4 MILES SOUTH OF ND 11 EAST

(SHOWING DIMENSIONS) (SHOWING REINFORCING)

"8725’-2"8

510’-7"811’-10

F13 to match T1 (Bot) ~ Not Shown

F12 to match T1 (Top) ~ Not Shown

"8

11’-10

"4

17’-7

6’-8"

"8

75’-9

‘ Box Culvert

Sym about

Refere

nce Line

21’-11"

F2, F4, F5 & F

7 S

p @ 1

0"

F1, F3 & F

6 S

p @ 1

0"

(Bot)

A2

(Bot)

A3

(Top)

A3

C24

C23

2-A4Refere

nce Line

C1

C9

(Bot)

F5

9"

4"

(Bot)

F4

(Top)

F7

(Bot)

F1

(Bot)

F2

C10

(Bot)

F3

(Top)

F6

FLOOR PLAN

F8 & F

10

6 S

p @ 1

0"

6"

F4, F5 & F

9

7 S

p @ 1

0"

(Top)

F9

(Top)

F8

(Bot)

F10 2-A1

1"

STATENO.

ND

PROJECT NUMBERSHEET

NO.

SECTION

12/11/2014 mdockter R:\project\80032006.033\bridge\32-006.121\170BR_005_FLOOR.dgn4:08:43 PM

170

BWR

PRELIMINARY

purposes.

implementation

construction or

and not for

is preliminary

This drawing

FLOOR DETAIL

32-006.121-5

5SS-8-032(033)006

14MKC053

WILD RICE RIVER

4 MILES SOUTH OF ND 11 EAST

107

4R

TK

107

4

RTK 1074

320

+00R-55-W

T-129-N

Sec 6

R-56-W

T-129-N

Sec 1

ND 32

Wild Rice River

Steel Stringer or Girder

Clr Rdwy 28'

Overall length 65'

N 142741.61 E 2696759.98

N 142806.10 E 2696758.47

Str # 32-006.121

Ripra

p

Ripra

p

Riprap

Ripra

p

Tel Mkr

Tel Mkr

Sign

Sign

GrElev. 1258.30

Elev. 1258.43

Asph

Asph

Curve

BY

PA

SS_

CU

RV

E2

PI

= 105

+35.10

Si

mple

Curve

R

= 750.00

T

= 175.94

L

= 345.63

Curve

BY

PA

SS_

CU

RV

E3

PI

= 108

+82.81

Si

mple

Curve

R

= 750.00

T

= 178.02

L

= 349.57

103

PR

C 103

+59.16

104

105

106

107

PC

C 107

+04.79

108

109

110

PR

C 110+54.36