SPECIAL PROVISIONS...SP 605(14) Temporary Water Diversion. PLAN NOTES BRO-0050(037) WALSH COUNTY, NORTH DAKOTA STRUCTURE #50-118-05.0, #50-138-08.1 & #50-153-03.0 ... directed by the

STATE PROJECT NO.SECTION

NO.

SHEET

NO.

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ND 2

BRO-0050(037)TABLE OF CONTENTS 1

.. .. ....

Section Page(s) Description

PLAN SECTIONS

1 Title Sheet1

2 Table of Contents1

4 Scope of Work1

6 Plan Notes1

6 Environmental Notes2

8 Estimate of Quantities1

10 Basis of Estimate1

30 Typical Sections1 - 3

60 Plan & Profile1 - 3

75 Wetland Impact Table1

75 Wetland Impacts2 - 4

76 Temporary Erosion Control1 - 3

77 Permanent Erosion Control1 - 3

100 Traffic Control Devices List1

100 Traffic Control Signing Layout2

110 Sign Summary1

110 Signing Layout Site 12

170 Precast Box Culvert Layout1 - 3

170 Strutural Notes4

170 Backfill Detail5 - 7

200 Cross Sections1 - 12

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 - 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

Road Closure And Lane Closure On A Two Way Road LayoutsD-704-19

Shoulder Closures And Bridge Painting LayoutsD-704-24

Portable Sign Support AssemblyD-704-50

Concrete Pipe Or Precast Concrete Box Culvert TiesD-714-22

Number Description

SPECIAL PROVISIONS

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

SP 004(14) Federal Migratory Bird Treaty Act

SP 5196(14) Permits and Environmental Considerations

SP 605(14) Temporary Water Diversion

PLAN NOTES

BRO-0050(037) WALSH COUNTY, NORTH DAKOTA

STRUCTURE #50-118-05.0, #50-138-08.1 & #50-153-03.0

JM JD 6317104

KLJ 2017

DRWN. BY CHKD. BY PROJECT NO.

This document was originally

issued and sealed by Jeffrey D. Daley

Registration Number PE- 7865,

on 12/29/17 and the original document is stored at the

Walsh County Highway Department.

PLAN NOTES

12/28/2017 1:14:26 PM zach vlaminck P:\County\ND\Walsh\6317104\CAD\Design\Plans\6317104_006NT.doc

STATE PROJECT NO. SECTION

NO. SHEET

NO.

ND BRO-0050(037) 6 1

100-P01 UTILITIES: Utilities that the Engineer has been made aware of are shown on the plans. Other utilities may exist that are not shown. Underground utility locations are approximate and not all utilities are shown on the plans. The actual locations and elevations are unknown. The Contractor will be liable for any costs resulting from damage to utilities or pipelines.

Utility companies will move or adjust conflicting facilities that are not designated for relocation in the plan

documents. Coordinate work with the utility companies affected by the project. 100-P02 EROSION CONTROL: Bid items Temporary Cover Crop, Silt Fence, Fiber Rolls and Flotation Silt Curtain are

included for use in conjunction with the Contractor’s SWPPP. These quantities may be eliminated depending on the Contractor’s operation. An estimated quantity has been set up for each item.

107-P01 PROTECTION OF EXISTING FACILITIES: Exercise care during construction operations to ensure that

trees, shrubs, grasses, fences, signs and other site improvements located in the right of way and outside of the construction limits are not disturbed.

201-P01 CLEARING & GRUBBING: Include all tree removals in the bid item “CLEARING & GRUBBING”. All costs

for removal and disposal of trees within permanent and temporary right of way areas will be included in the bid item “CLEARING & GRUBBING”.

203-P01 COMMON EXCAVATION-TYPE B: Include all costs associated with excavating, transporting, placing

material and shaping the channel in the price bid for “COMMON EXCAVATION-TYPE B”. All excess material not required to construct the project will become property of the Contractor. “COMMON EXCAVATION-TYPE B” will be paid at plan quantity.

203-P02 BENCHING ON WIDENING SECTIONS: Bench all inslopes, regardless of rate of slope, unless otherwise

directed by the Engineer. Bench deep enough to provide sufficient width to permit placing, spreading, and compacting equipment to operate. Compact each bench thoroughly before placing additional embankment. Include costs for benching in the price bid for earthwork items.

203-P03 BORROW: The price bid for “BORROW-EXCAVATION” includes all royalties, utility and fencing adjustments,

environmental and cultural clearances, erosion control measures, site restoration and any other costs associated with obtaining, transporting, and placing borrow material. Compact borrow as specified in Section 203.04 E.3 “Compaction Control, Type B”.

251-P01 SEEDING & MULCHING: Cover all disturbed areas of the right of way, except the roadbed, with Seeding CL

II. Cover all areas with Straw Mulch. An additional 0.20 acres of seeding and mulching have been added to the quantities for each site to seed the topsoil stockpile area.

251-P02 SEEDING & MULCHING-SITE 1: At Site 1, the seed mixture below shall be used inside the limits of the

adjacent yard (see sheet 1, section 77 for locations): Species Pound Pure Live Seed/Acre Kentucky Bluegrass 50 Perennial Rye Grass 20 Six-Week Fescue or Dural-hard Fescue 30 Annual Rye Grass 50 150 Mulch the entire Site 1 with the bid item “HYDRAULIC MULCH”. The Hydraulic Mulch material will be as

specified in NDDOT specification 253. Apply the mulch after the seed is drilled into the topsoil. Mix fertilizer at 5-10-5 and apply at a rate of 100 pounds per acre. Include all costs for seeding and mulching in the price bid for “SEEDING CL II”, “SEEDING CL III” and “HYDRAULIC MULCH”.

704-P01 TRAFFIC CONTROL FOR BOX CULVERT INSTALLATION: Use the construction signing layout on Sheet 2

Section 100 for the removal of existing structures and installation of the box culverts. The Contractor will be allowed to close each roadway for 14 consecutive days to remove the existing structure and install the box culvert at each location. If removal and installation are not completed in the allotted time, liquidated damages in the amount of $1,500/day will be deducted from the money due to the Contractor. Coordinate scheduling with the Engineer and the County to ensure the least amount of downtime and disruption to traffic. Provide additional signs at no cost to the Owner if needed for Contractor operations. Signs have been included for each site and will be paid for once at each location.

ENVIRONMENTAL NOTES

BRO-0050(037) WALSH COUNTY, NORTH DAKOTA

STRUCTURE #50-118-05.0, #50-138-08.1 & #50-153-03.0

AC JD 6317104

KLJ 2017

DRWN. BY CHKD. BY PROJECT NO.

ENVIRONMENTAL NOTES

12/28/2017 1:12:19 PM zach vlaminck P:\County\ND\Walsh\6317104\CAD\Design\Plans\6317104_006NT_002_ENV.doc

STATE PROJECT NO. SECTION

NO. SHEET

NO.

ND BRO-0050(037) 6 2

ENVIRONMENTAL NOTES (EN): Walsh County, the North Dakota Department of Transportation, and the Federal Highway Administration have made several environmental commitments to various agencies and the public to secure approval of this project. The environmental commitments are as follows: EN-1 SPAWNING RESTRICTION: Do not work within the waterways from April 15 to June 1. EN-2 WHOOPING CRANE: The project is located within the migration corridor of the endangered whooping crane, and suitable stopover habitat for the whooping crane is present. The migration periods of the whooping crane are April 1st to May 15th and September 10th to October 31st. Stop all construction activities and notify the Engineer immediately in the event a whooping crane is identified within one mile of the project location. The Engineer will then coordinate with the USFWS, FHWA and NDDOT. Do not resume work within the avoidance area until the Engineer has confirmed that the bird has left the area. Above ground utility conflicts are not foreseen with this project but if any impacts are required, contact the NDDOT Utility Engineer to coordinate with the utility company. Bird diverters will be installed by the utility company on overhead utility lines that are shifted due to the proposed action. EN-3 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-4 TEMPORARY WETLAND IMPACT: Temporary impact areas within wetlands and or other waters are incorporated into the plans for this project. Remove temporary fill placed and sedimentation in wetlands or other waters. Restore these wetlands to preconstruction contours. NOTIFICATIONS TO BE FILED BY CONTRACTOR: North Dakota Department of Health SFN 17987 Asbestos Notification of Demolition and Renovation for bridges and boxes.

Tom Naas (ND License #5302) of KLJ (728 East Beaton Dr. Suite 101, West Fargo, ND 58078; 701 232 5353) completed an asbestos inspection of Bridge No’s. 50-118-05.0, 50-153-03.0, and 50-138-08.1 on July 10, 2017. Based on visual inspection of the bridges, no building or structure materials were determined to contain asbestos. No other inaccessible and/or assumed ACMs were identified on Bridge No’s. 50-118-05.0, 50-153-03.0, and 50-138-08.1.

Permits Required: North Dakota Department of Health – NDPDES Permit Status: To be obtained by the contractor prior to construction. Owner is to be listed as Walsh County on the Permit. Walsh County – Non-Building Floodplain Permit Status: Has been obtained United States Army Corps of Engineers – Section 404 Permit Status: Has been obtained

Dec 28, 2017 - 11:51am - P:\County\ND\Walsh\6317104\CAD\Design\Plans\6317104_008QTY.dwg

SHEET

NO.

PROJECT NO.

ND

STATE

SECTION

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DRWN. BY PROJECT NO.CHK'D BY

C KLJ 2017

BRO-0050(037)

WALSH COUNTY, NORTH DAKOTA

STRUCTURE #50-118-05.0, #50-138-08.1 & #50-153-03.0

ESTIMATE OF QUANTITIES

JM JD 6317104

BRO-0050(037)8 1

ESTIMATE OF QUANTITIES

14' - 18.5' EXISTING

AGGREGATE TOP

V

A

R

IE

S

V

A

R

IE

S

EXISTING TYPICAL SECTION

SITE 1

STA. 12+70 TO 19+75

EXISTING AGGREGATE SURFACE COURSE

TO BE BLENDED IN WITH EMBANKMENT MATERIAL

24' AGGREGATE TOP

PROPOSED TYPICAL SECTION

SITE 1

STA. 15+50 TO 18+50

29' GRADED WIDTH

VA

RIE

SV

AR

IES

6" AGGREGATE SURFACE COURSE CL 13

AREA = 13.2500 SQ. FT.

6IN TOPSOIL

6IN TOPSOIL

16' AGGREGATE TOP


SITE 1

STA. 12+70 TO 13+89.60

(TRANSITION FROM 24' TO 16' TOP STA. 18+50 TO 19+50)

STA. 18+50 TO 19+75

21' GRADED WIDTH

VA

RIE

SVA

RIE

S


AREA = 9.2500 SQ. FT.

6IN TOPSOIL

6IN TOPSOIL

3

:

1

4

:1

10' CLEAR ZONE

VARIABLE

16' AGGREGATE TOP


SITE 1

STA. 13+89.60 TO 15+60.47

(TRANSITION FROM 16' TO 24' TOP STA. 14+50 TO 15+50)

21' GRADED WIDTH

VA

RIE

SVA

RIE

S


AREA = 9.2500 SQ. FT.

6IN TOPSOIL

4

:1

1'4'VARIABLE

8' DRIVING

LANE

3

:

1

4

:1

10' CLEAR ZONE

VARIABLE

8' DRIVING

LANE

6IN TOPSOIL

3

:

1

4

:1

10' CLEAR ZONE

VARIABLE

8' DRIVING

LANE

3

:

1

4

:1

10' CLEAR ZONE

VARIABLE

12' DRIVING

LANE

3

:

1

4

:1

10' CLEAR ZONE

VARIABLE

12' DRIVING

LANE

3

:

1

Dec 28, 2017 - 11:30am - P:\County\ND\Walsh\6317104\CAD\Design\Plans\6317104_030TYP.dwg

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PROJECT NO.

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STATE

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C KLJ 2017

BRO-0050(037)

STRUCTURE #50-118-05.0, #50-138-08.1 & #50-153-03.0

TYPICAL SECTIONS

ZV JD 6317104

BRO-0050(037)30 1

THIS DOCUMENT WAS

ORIGINALLY ISSUED AND

SEALED BY

JEFFREY D. DALEY

REGISTRATION NUMBER

PE 7865

ON 12/29/17 AND THE

ORIGINAL DOCUMENT IS

STORED AT THE

WALSH COUNTY

HIGHWAY DEPARTMENT.

V

A

R

I

E

SV

A

R

IE

S


SITE 2

STA. 53+50 TO 57+00


SITE 2

STA. 53+50 TO 57+00



6IN TOPSOIL

4.0%4.0

%


19.5' EXISTING

AGGREGATE TOP

20'-24' AGGREGATE TOP

26'-30' GRADED WIDTH

18' CLEAR ZONE

3

:

1

FLAT

8'VARIABLE

6IN TOPSOIL

3

:

1

4

:1

3

:

1

FLAT

3

:

1

4

:1

18' CLEAR ZONE

8' VARIABLEVARIABLE

VARIABLE

10'-12' DRIVING

LANE

10'-12' DRIVING

LANE

Transition from existing width to proposed

width between the following stations:

53+50 to 54+62 and 55+62 to 57+00.


SHEET

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PROJECT NO.

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STATE

SECTION

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C KLJ 2017

BRO-0050(037)

STRUCTURE #50-118-05.0, #50-138-08.1 & #50-153-03.0

TYPICAL SECTIONS

ZV JD 6317104

BRO-0050(037)30 2

THIS DOCUMENT WAS


SEALED BY

JEFFREY D. DALEY

REGISTRATION NUMBER

PE 7865

ON 12/29/17 AND THE


STORED AT THE

WALSH COUNTY

HIGHWAY DEPARTMENT.

V

A

R

IE

S

V

A

R

IE

S


SITE 3

STA. 101+50 TO 109+00



24' EXISTING

AGGREGATE TOP

4

:1

4:1

24' AGGREGATE TOP

30' GRADED WIDTH

6IN TOPSOIL

6IN TOPSOIL

4.0

%4.0

%


AREA = 13.5000 SQ. FT.


SITE 3

STA. 101+50 TO 109+00


SHEET

NO.

PROJECT NO.

ND

STATE

SECTION

NO.


C KLJ 2017

BRO-0050(037)

STRUCTURE #50-118-05.0, #50-138-08.1 & #50-153-03.0

TYPICAL SECTIONS

ZV JD 6317104

BRO-0050(037)30 3

THIS DOCUMENT WAS


SEALED BY

JEFFREY D. DALEY

REGISTRATION NUMBER

PE 7865

ON 12/29/17 AND THE


STORED AT THE

WALSH COUNTY

HIGHWAY DEPARTMENT.

CP#10 N547403.2970 E2592445.3400 ELEV. 1286.738 STA. 15+22.27 ~ 22.58' LT

CP#14 N547444.5070 E2592557.2990 ELEV. 1265.639 STA. 15+16.08 ~ 96.56' RT

CP#11 N547546.6660 E2592481.1800 ELEV. 1273.032 STA. 16+68.27 ~ 9.91' LT

CP#15 N547682.8230 E2592503.6750 ELEV. 1266.956 STA. 18+51.73 ~ 82.25' LT

CP#12 N547612.6480 E2592592.7440 ELEV. 1270.405 STA. 17+89.31 ~ 24.44' RT

CP#13 N547814.6660 E2592599.9550 ELEV. 1283.201 STA. 19+78.85 ~ 19.97' RT

CP#2 N548064.5380 E2592507.3480 ELEV. 1304.428 STA. 22+40.78 ~ 19.46' LT

11+00

12+00

13+

00

1

4

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0

APPROXIMATE SECTIO

N LINE

15'

E

P

: 2

3

+

3

0

.3

0

PC

: 12+

06.18

P

C

: 13+

89.60

P

C

:

1

5

+

6

0

.

4

7

P

C

:

1

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+

7

4

.

4

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PC

: 19+

39.60

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C

: 2

1

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0

.1

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T: 13+

01.48

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:

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4

+

3

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:

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+

3

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0

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PT: 18+40.18

P

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: 2

1

+

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T

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2

+

5

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.0

5

+00

P

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D

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R

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W

+

0

0

+

5

0

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#

1

0

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#

1

4

33'

33'

3

3

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3

3

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3

3

'

3

3

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6

5

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45'

2

5

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6

0

'

1240

1250

1260

1270

1280

1290

1300

1310

1320

1240

1250

1260

1270

1280

1290

1300

1310

1320

12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00

PI 12+70.00ELEV 1303.59

PI 19+75.00ELEV 1287.33

0.247%

-12.276%

-8.000%5.400%

8.700%

VPI 15+00.00EL 1286.00

K = 23L = 100'

VPI 17+00.00EL 1270.00

K = 15L = 200'

VPI 19+00.00EL 1280.80

K = 30L = 100'

VPI 13+55.00EL 1303.80

K = 12L = 150'

13

03

.1

13

03

.4

13

03

.2

13

03

.5

0

13

01

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.8

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.1

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.9

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.5

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.0

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.8

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.0

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60

.6

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73

.3

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12

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.1

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.0

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.1

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.1

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.9

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81

.2

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85

.1

12

85

.1

5

12

89

.5

12

93

.9

12

98

.1

13

01

.7

13

04

.5

1"=100'scale

50 0

feet

50 100

EXISTING CENTERLINE

ELEVATION

PROPOSED CENTERLINE

ELEVATION

EXISTING CENTERLINE

PROFILE

PROPOSED CENTERLINE

PROFILE

Dec 28, 2017 - 11:34am - P:\County\ND\Walsh\6317104\CAD\Design\WorkingDrawings\Site 1\6317104_Site1_Design.dwg

SHEET

NO.

PROJECT NO.

ND

STATE

SECTION

NO.


C KLJ 2017

BRO-0050(037)

PLAN & PROFILE - SITE 1

STA. 12+70 TO 19+75

ZV JD 6317104

BRO-0050(037)

COORDINATE SYSTEM: US STATE PLANE 1983 ND NORTH 3301

HORIZ. DATUM: NAD 83 (CORS 96) OPUS

VERT. DATUM: NAVD 88

GEOID MODEL: GEOID 12A

UNITS: INTERNATIONAL FOOT

160

BEGIN PROJECT

STA. 12+70

END PROJECT

STA. 19+75

CONSTRUCTION

LIMITS

CONSTRUCTION

LIMITS

INSTALL

STA. 16+97 C.L.

SNGL 14'X9'X56' R.C.B.C.

NW. INV. = 1259.50

SE. INV. = 1259.30

INSTALL

STA. 16+97 C.L.


NW. INV. = 1259.50

SE. INV. = 1259.30

REMOVE

STA. 16+97 ~ C.L.

BRIDGE

CONSTRUCTION

EASEMENT

AGGREGATE SURFACE COURSE CL13

STA. 12+70 TO 19+75 376 CY

THIS DOCUMENT WAS


SEALED BY

JEFFREY D. DALEY

REGISTRATION NUMBER

PE 7865

ON 12/29/17 AND THE


STORED AT THE

WALSH COUNTY

HIGHWAY DEPARTMENT.

50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00

EXST ROW

EXST ROW

EXST ROW

EXST ROWEXST ROW

EXST ROW

33'

33'

SECTION LINE

SEC. 13

TWP. 158 N.

RGE. 51 W.

SEC. 14

TWP. 158 N.

RGE. 51 W.

C

P

#

1

TO REMAIN

STA. 56+53 ~ 27.8' LT

24IN X 40 LF CSP

N. INV. = 794.96

S. INV. = 794.63

CP#1 N566202.8480 E2775887.8050 ELEV. 798.673 STA. 59+74.97 ~ 53.33' RT

CP#2 N564479.3580 E2775944.7290 ELEV. 800.831

REMOVE

STA. 55+12 ~ C.L.

BRIDGE

PPSD ROW

75'

P

P

S

D

R

O

W

BP

: 50+

00.00

PI: 53+

88.74

PI: 56+

03.18

EP

: 60+

20.76

65'

50'

75'

+50

+75

+25

+00

760

770

780

790

800

810

820

830

840

760

770

780

790

800

810

820

830

840

50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00

80

1.5

80

1.5

80

1.5

80

1.6

80

1.6

80

1.5

80

1.4

80

1.2

80

1.2

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80

1.1

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1.1

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80

0.9

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0.6

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0.7

80

0.8

80

0.9

80

1.0

PI 53+50.00ELEV 801.25

PI 57+00.00ELEV 800.69

-0.159%

-2.800%-5.085%

DGRTVPI 53+50.00EL 797.80

DGRTVPI 54+50.00EL 795.00

DGRTVPI 55+09.00EL 792.00

-0.451%

DGLTVPI 53+50.00EL 792.60

DGLTVPI 54+83.00EL 792.00

0.160%

DGRTVPI 55+75.00EL 796.20

DGRTVPI 57+00.00EL 796.40

2.326%0.800%

DGLTVPI 55+14.00EL 792.00

DGLTVPI 56+00.00EL 794.00

DGLTVPI 57+00.00EL 794.80

1"=100'scale

50 0

feet

50 100

EXISTING CENTERLINE

ELEVATION

PROPOSED CENTERLINE

ELEVATION

EXISTING CENTERLINE

PROFILE

PROPOSED CENTERLINE

PROFILE

Jan 15, 2018 - 1:04pm - P:\County\ND\Walsh\6317104\CAD\Design\WorkingDrawings\Site 2\6317104_Site2_Design.dwg

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PROJECT NO.

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BRO-0050(037)

STRUCTURE NO. 50-153-03.0


STA. 53+50 TO 57+00

ZV JD 6317104

BRO-0050(037)






260

BEGIN PROJECT

STA. 53+50

END PROJECT

STA. 57+00

CONSTRUCTION

LIMITS

CONSTRUCTION

LIMITS

INSTALL

STA. 55+12 C.L. SKEWED 20°


W. INV. = 791.00

E. INV. = 790.50

INSTALL

STA. 55+12 C.L.


W. INV. = 791.00

E. INV. = 790.50


STA. 53+50 TO 57+00 215 CY

THIS DOCUMENT WAS


SEALED BY

JEFFREY D. DALEY

REGISTRATION NUMBER

PE 7865

ON 01/15/18 AND THE


STORED AT THE

WALSH COUNTY

HIGHWAY DEPARTMENT.

SECTION LINE

33'

33'

100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00

REMOVE

STA. 105+18 ~ C.L.

BRIDGE

45'

55'

+50

+50

+50

+50

BP

: 100+

00.00

PI: 103+

57.01

PI: 107+

65.36

810

820

830

840

850

860

870

880

890

810

820

830

840

850

860

870

880

890

100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00

84

5.2

84

5.0

84

5.0

84

5.1

84

5.0

6

84

5.1

84

5.1

4

84

5.1

84

5.4

6

84

5.2

84

6.1

1

84

4.9

84

6.9

3

84

4.8

84

7.5

5

84

5.0

84

7.9

6

84

5.3

84

8.1

4

84

5.2

84

8.1

1

84

4.9

84

7.8

5

84

4.7

84

7.3

8

84

4.9

84

6.6

9

84

5.0

84

5.8

1

84

4.9

84

5.1

7

84

4.8

84

4.8

6

84

4.8

84

4.8

1

84

4.8

84

4.9

PI 101+50.00ELEV 845.06

PI 109+00.00ELEV 844.81

0.142% -1.809% -0.094%

VPI 102+50.00EL 845.20

K = 76L = 125'

VPI 108+00.00EL 844.90

K = 73L = 125'

VPI 105+18.00EL 850.00

K = 114L = 410'

1"=100'scale

50 0

feet

50 100

EXISTING CENTERLINE

ELEVATION

PROPOSED CENTERLINE

ELEVATION

EXISTING CENTERLINE

PROFILE

PROPOSED CENTERLINE

PROFILE

Dec 28, 2017 - 11:45am - P:\County\ND\Walsh\6317104\CAD\Design\WorkingDrawings\Site 3\6317104_Site3_Design.dwg

SHEET

NO.

PROJECT NO.

ND

STATE

SECTION

NO.


C KLJ 2017

BRO-0050(037)

STRUCTURE #50-138-08.1


STA. 101+50 TO 109+00

ZV JD 6317104

BRO-0050(037)






360

CONSTRUCTION

LIMITS

CONSTRUCTION

LIMITS

END PROJECT

STA. 109+00

BEGIN PROJECT

STA. 101+50

INSTALL

STA. 105+18 C.L.


W. INV. = 839.20

E. INV. = 838.80

INSTALL

STA. 105+18 C.L.


W. INV. = 839.20

E. INV. = 838.80


STA. 101+50 TO 109+00 469 CY

THIS DOCUMENT WAS


SEALED BY

JEFFREY D. DALEY

REGISTRATION NUMBER

PE 7865

ON 12/29/17 AND THE


STORED AT THE

WALSH COUNTY

HIGHWAY DEPARTMENT.

Dec 29, 2017 - 9:16am - P:\County\ND\Walsh\6317104\CAD\Design\Plans\6317104_075WL_001.dwg

SHEET

NO.

PROJECT NO.

ND

STATE

SECTION

NO.


C KLJ 2017

BRO-0050(037)


STRUCTURE #50-118-05.0, #50-138-08.1 & #50-153-03.0

WETLAND IMPACT

TABLE

ZV JD 6317104

BRO-0050(037) 175

11+00

12+00

13+

00

1

4

+

0

0

1

5

+

0

0

1

6

+

0

0

1

7

+

0

0

1

8

+

0

0

19+00

20+

00

2

1

+

0

0

2

2

+

0

0

2

3

+

0

0

2

3

+

3

0

.3

0

APPROXIMATE SECTIO

N LINE

15'

+00

P

P

S

D

R

O

W

P

P

S

D

R

O

W

+

0

0

+

5

0

+00

33'

33'

3

3

'

3

3

'

3

3

'

3

3

'

6

5

'

45'

2

5

'

6

0

'

PERMANENT WETLAND IMPACT

0.09 ACRES

DELINEATED WETLAND

1"=100'scale

50 0

feet

50 100

Dec 28, 2017 - 11:47am - P:\County\ND\Walsh\6317104\CAD\Design\Plans\6317104_075WL_Site1.dwg

SHEET

NO.

PROJECT NO.

ND

STATE

SECTION

NO.


C KLJ 2017

BRO-0050(037)

WETLAND IMPACTS

SITE 1

ZV JD 6317104

BRO-0050(037) 275

BEGIN PROJECT

STA. 12+70

END PROJECT

STA. 19+75

CONSTRUCTION

LIMITS

CONSTRUCTION

LIMITS

WETLAND 1

PERMANENT IMPACTS

135 LF / 0.09 ACRES

THIS DOCUMENT WAS


SEALED BY

JEFFREY D. DALEY

REGISTRATION NUMBER

PE 7865

ON 12/29/17 AND THE


STORED AT THE

WALSH COUNTY

HIGHWAY DEPARTMENT.

EXST ROW

EXST ROW

EXST ROW

EXST ROWEXST ROW

EXST ROW

33'

33'

SECTION LINE

SEC. 13

TWP. 158 N.

RGE. 51 W.

SEC. 14

TWP. 158 N.

RGE. 51 W.

C

P

#

1

PPSD ROW

75'

P

P

S

D

R

O

W

65'

50'

75'

+50

+75

+25

+00

50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+0060+20.76

75'

75'

33'

33'

TEMPORARY WETLAND IMPACT

0.10 ACRES


0.05 ACRES

DELINEATED WETLAND

1"=100'scale

50 0

feet

50 100

Jan 15, 2018 - 1:05pm - P:\County\ND\Walsh\6317104\CAD\Design\Plans\6317104_075WL_Site2.dwg

SHEET

NO.

PROJECT NO.

ND

STATE

SECTION

NO.


C KLJ 2018

BRO-0050(037)


WETLAND IMPACTS

SITE 2

ZV JD 6317104

BRO-0050(037) 375

BEGIN PROJECT

STA. 53+50

END PROJECT

STA. 57+00

CONSTRUCTION

LIMITS

CONSTRUCTION

LIMITS

WETLAND 4B

PERMANENT IMPACTS

108 LF / 0.05 ACRES

WETLAND 4B

TEMPORARY IMPACTS

140 LF / 0.05 ACRES

WETLAND 4B

TEMPORARY IMPACTS

106 LF / 0.02 ACRES

WETLAND 4A

TEMPORARY IMPACTS

28 LF / 0.01 ACRES

WETLAND 6

TEMPORARY IMPACTS

118 LF / 0.02 ACRES

WETLAND 5

THIS DOCUMENT WAS


SEALED BY

JEFFREY D. DALEY

REGISTRATION NUMBER

PE 7865

ON 01/15/18 AND THE


STORED AT THE

WALSH COUNTY

HIGHWAY DEPARTMENT.

TEMPORARY WETLAND IMPACT


0.03 ACRES

DELINEATED WETLAND

SECTION LINE

33'

33'

45'

55'

+50

+50

+50

+50

100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00

33'

33'

45'

55'

475

1"=100'scale

50 0

feet

50 100

Dec 28, 2017 - 12:58pm - P:\County\ND\Walsh\6317104\CAD\Design\Plans\6317104_075WL_Site3.dwg

SHEET

NO.

PROJECT NO.

ND

STATE

SECTION

NO.


C KLJ 2017

BRO-0050(037)


WETLAND IMPACTS

SITE 3

ZV JD 6317104

BRO-0050(037)

CONSTRUCTION

LIMITS

CONSTRUCTION

LIMITS

END PROJECT

STA. 109+00

BEGIN PROJECT

STA. 101+50

WETLAND 3

WETLAND 2

PERMANENT IMPACTS

80 LF / 0.03 ACRES

THIS DOCUMENT WAS


SEALED BY

JEFFREY D. DALEY

REGISTRATION NUMBER

PE 7865

ON 12/29/17 AND THE


STORED AT THE

WALSH COUNTY

HIGHWAY DEPARTMENT.

11+00

12+00

13+

00

1

4

+

0

0

1

5

+

0

0

1

6

+

0

0

1

7

+

0

0

1

8

+

0

0

19+00

20+

00

2

1

+

0

0

2

2

+

0

0

2

3

+

0

0

APPROXIMATE SECTIO

N LINE

15'

+00

P

P

S

D

R

O

W

P

P

S

D

R

O

W

+

0

0

+

5

0

+00

33'

33'

3

3

'

3

3

'

3

3

'

3

3

'

6

5

'

45'

2

5

'

6

0

'

FIBER ROLLS 12IN

SILT FENCE SUPPORTED

FLOTATION SILT CURTAIN

TEMPORARY COVER

CROP & STRAW MULCH

DELINEATED WETLAND

1"=100'scale

50 0

feet

50 100

Dec 28, 2017 - 1:00pm - P:\County\ND\Walsh\6317104\CAD\Design\Plans\6317104_076TEC_Site1.dwg

SHEET

NO.

PROJECT NO.

ND

STATE

SECTION

NO.


C KLJ 2017

BRO-0050(037)

TEMPORARY EROSION

CONTROL - SITE 1

ZV JD 6317104

BRO-0050(037) 176

BEGIN PROJECT

STA. 12+70

END PROJECT

STA. 19+75

CONSTRUCTION

LIMITS

CONSTRUCTION

LIMITS

TEMPORARY COVER CROP

STA. 12+70 TO 19+75 0.61 ACRES

STRAW MULCH

STA. 12+70 TO 19+75 0.61 ACRES

SILT FENCE SUPPORTED/REMOVE SILT FENCE SUPPORTED

STA. 16+50 TO 17+50 ~ RT 120 LF

STA. 16+65 TO 17+35 ~ LT 70 LF

190 LF

FIBER ROLLS 12IN/REMOVE FIBER ROLLS 12IN

STA. 12+70 TO 16+50 ~ RT 380 LF

STA. 12+70 TO 13+50 ~ LT 95 LF

STA. 13+90 TO 16+65 ~ LT 320 LF

STA. 17+35 TO 19+75 ~ LT 215 LF

STA. 17+50 TO 19+75 ~ RT 260 LF

1,270 LF

*Note: Location and quantity of erosion control items will be determined in the field by the Engineer and Contractor based on the Contractor's SWPPP and plan of operation.

THIS DOCUMENT WAS


SEALED BY

JEFFREY D. DALEY

REGISTRATION NUMBER

PE 7865

ON 12/29/17 AND THE


STORED AT THE

WALSH COUNTY

HIGHWAY DEPARTMENT.

EXST ROW

EXST ROW

EXST ROW

EXST ROWEXST ROW

EXST ROW

33'

33'

SECTION LINE

SEC. 13

TWP. 158 N.

RGE. 51 W.

SEC. 14

TWP. 158 N.

RGE. 51 W.

C

P

#

1

PPSD ROW

75'

P

P

S

D

R

O

W

65'

50'

75'

+50

+75

+25

+00

50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00

33'

33'

65'

75'

75'

50'

FIBER ROLLS 12IN



TEMPORARY COVER

CROP & STRAW MULCH

DELINEATED WETLAND

1"=100'scale

50 0

feet

50 100

Jan 15, 2018 - 1:07pm - P:\County\ND\Walsh\6317104\CAD\Design\Plans\6317104_076TEC_Site2.dwg

SHEET

NO.

PROJECT NO.

ND

STATE

SECTION

NO.


C KLJ 2018

BRO-0050(037)


TEMPORARY EROSION

CONTROL - SITE 2

ZV JD 6317104

BRO-0050(037) 276

BEGIN PROJECT

STA. 53+50

END PROJECT

STA. 57+00

CONSTRUCTION

LIMITS

CONSTRUCTION

LIMITS


STA. 53+50 TO 57+00 0.58 ACRES

STRAW MULCH

STA. 53+00 TO 57+00 0.58 ACRES


STA. 54+80 TO 55+45 ~ LT 65 LF

STA. 55+10 TO 56+77 ~ RT 70 LF

135 LF


STA. 53+50 TO 55+10 ~ RT 165 LF

STA. 53+50 TO 54+80 ~ LT 130 LF

STA. 55+45 TO 53+30 ~ LT 85 LF

STA. 56+77 TO 57+00 ~ RT 125 LF

STA. 56+70 TO 57+00 ~ LT 30 LF

535 LF


THIS DOCUMENT WAS


SEALED BY

JEFFREY D. DALEY

REGISTRATION NUMBER

PE 7865

ON 01/15/18 AND THE


STORED AT THE

WALSH COUNTY

HIGHWAY DEPARTMENT.

FIBER ROLLS 12IN



TEMPORARY COVER

CROP & STRAW MULCH

DELINEATED WETLAND

SECTION LINE

33'

33'

45'

55'

+50

+50

+50

+50

100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00

33'

33'

55'

45'

376

1"=100'scale

50 0

feet

50 100

Dec 28, 2017 - 1:03pm - P:\County\ND\Walsh\6317104\CAD\Design\Plans\6317104_076TEC_Site3.dwg

SHEET

NO.

PROJECT NO.

ND

STATE

SECTION

NO.


C KLJ 2017

BRO-0050(037)


TEMPORARY EROSION

CONTROL - SITE 3

ZV JD 6317104

BRO-0050(037)

CONSTRUCTION

LIMITS

CONSTRUCTION

LIMITS

END PROJECT

STA. 109+00

BEGIN PROJECT

STA. 101+50


STA. 101+50 TO 109+00 0.63 ACRES

STRAW MULCH

STA. 101+50 TO 109+00 0.63 ACRES


STA. 104+95 TO 105+40 ~ LT 45 LF

STA. 104+95 TO 105+40 ~ RT 45 LF

90 LF


STA. 101+50 TO 104+49 ~ RT 360 LF

STA. 101+50 TO 104+49 ~ LT 350 LF

STA. 105+40 TO 109+00 ~ RT 370 LF

STA. 105+40 TO 109+00 ~ LT 365 LF

1,445 LF


THIS DOCUMENT WAS


SEALED BY

JEFFREY D. DALEY

REGISTRATION NUMBER

PE 7865

ON 12/29/17 AND THE


STORED AT THE

WALSH COUNTY

HIGHWAY DEPARTMENT.

APPROXIMATE SECTIO

N LINE

15'

+00

P

P

S

D

R

O

W

P

P

S

D

R

O

W

+

0

0

+

5

0

+00

33'

33'

3

3

'

3

3

'

3

3

'

3

3

'

6

5

'

45'

2

5

'

6

0

'

11+00

12+00

13+

00

1

4

+

0

0

1

5

+

0

0

1

6

+

0

0

1

7

+

0

0

1

8

+

0

0

19+00

20+

00

2

1

+

0

0

2

2

+

0

0

2

3

+

0

0

45'

2

5

'

6

5

'

6

0

'

3

3

'

3

3

'

3

3

'

3

3

'

15'

33'

33'

SEEDING CLASS II &

HYDRAULIC MULCH

SEEDING CLASS III &

HYDRAULIC MULCH

FIBER ROLLS 12IN

RIPRAP GRADE II

ECB TYPE 2

1"=100'scale

50 0

feet

50 100

Dec 28, 2017 - 1:04pm - P:\County\ND\Walsh\6317104\CAD\Design\Plans\6317104_077PEC_Site1.dwg

SHEET

NO.

PROJECT NO.

ND

STATE

SECTION

NO.


C KLJ 2017

BRO-0050(037)

PERMANENT EROSION

CONTROL - SITE 1

ZV JD 6317104

BRO-0050(037) 177


BEGIN PROJECT

STA. 12+70

END PROJECT

STA. 19+75

CONSTRUCTION

LIMITS

CONSTRUCTION

LIMITS

SEEDING CLASS II

STA. 12+70 TO 19+75 0.46 ACRES

SEEDING CLASS III

STA. 12+70 TO 19+75 0.15 ACRES

HYDRAULIC MULCH

STA. 12+70 TO 19+75 0.61 ACRES

ECB TYPE 2

STA. 17+30 TO 18+00 ~ LT 55 SY

FIBER ROLLS 12IN

STA. 12+70 TO 14+15 ~ LT 155 LF

STA. 14+75 TO 16+75 ~ RT 170 LF

STA. 16+00 TO 16+75 ~ LT 105 LF

STA. 17+20 TO 19+75 ~ LT 235 LF

STA. 17+20 TO 19+75 ~ RT 290 LF

955 LF

THIS DOCUMENT WAS


SEALED BY

JEFFREY D. DALEY

REGISTRATION NUMBER

PE 7865

ON 12/29/17 AND THE


STORED AT THE

WALSH COUNTY

HIGHWAY DEPARTMENT.

EXST ROW

EXST ROW

EXST ROW

EXST ROWEXST ROW

EXST ROW

33'

33'

SECTION LINE

SEC. 13

TWP. 158 N.

RGE. 51 W.

SEC. 14

TWP. 158 N.

RGE. 51 W.

C

P

#

1

PPSD ROW

75'

P

P

S

D

R

O

W

65'

50'

75'

+50

+75

+25

+00

50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00

33'

33'

75'

65'

75'

50'

SEEDING CLASS II &

STRAW MULCH

ECB TYPE 2

FIBER ROLLS 12IN

RIPRAP GRADE II

1"=100'scale

50 0

feet

50 100

Jan 15, 2018 - 1:08pm - P:\County\ND\Walsh\6317104\CAD\Design\Plans\6317104_077PEC_Site2.dwg

SHEET

NO.

PROJECT NO.

ND

STATE

SECTION

NO.


C KLJ 2018

BRO-0050(037)


PERMANENT EROSION

CONTROL - SITE 2

ZV JD 6317104

BRO-0050(037) 277

BEGIN PROJECT

STA. 53+50

END PROJECT

STA. 57+00

CONSTRUCTION

LIMITS

CONSTRUCTION

LIMITS


SEEDING CLASS II

STA. 53+50 TO 57+00 0.58 ACRES

STRAW MULCH

STA. 53+00 TO 57+00 0.58 ACRES

ECB TYPE 2

STA. 55+00 ~ RT 18 SY

STA. 55+50 ~ LT 18 SY

36 SY

FIBER ROLLS 12IN

STA. 54+50 TO 55+15 ~ RT 100 LF

STA. 54+70 TO 54+90 ~ LT 50 LF

STA. 55+15 TO 55+50 ~ LT 55 LF

STA. 55+60 TO 55+75 ~ RT 40 LF

STA. 56+70 ~ LT 15 LF

260 LF

THIS DOCUMENT WAS


SEALED BY

JEFFREY D. DALEY

REGISTRATION NUMBER

PE 7865

ON 01/15/18 AND THE


STORED AT THE

WALSH COUNTY

HIGHWAY DEPARTMENT.

SEEDING CLASS II &

STRAW MULCH

FIBER ROLLS 12IN

RIPRAP GRADE II

SECTION LINE

33'

33'

45'

55'

+50

+50

+50

+50

100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00

33'

33'

55'

45'

377

1"=100'scale

50 0

feet

50 100

Dec 28, 2017 - 1:06pm - P:\County\ND\Walsh\6317104\CAD\Design\Plans\6317104_077PEC_Site3.dwg

SHEET

NO.

PROJECT NO.

ND

STATE

SECTION

NO.


C KLJ 2017

BRO-0050(037)


PERMANENT EROSION

CONTROL - SITE 3

ZV JD 6317104

BRO-0050(037)

CONSTRUCTION

LIMITS

CONSTRUCTION

LIMITS

END PROJECT

STA. 109+00

BEGIN PROJECT

STA. 101+50


SEEDING CLASS II

STA. 101+50 TO 109+00 0.63 ACRES

STRAW MULCH

STA. 101+50 TO 109+00 0.63 ACRES

FIBER ROLLS 12IN

STA. 103+00 TO 105+05 ~ RT 205 LF

STA. 104+50 TO 105+05 ~ LT 60 LF

STA. 105+30 TO 106+00 ~ RT 70 LF

STA. 105+30 TO 106+00 ~ LT 70 LF

405 LF

THIS DOCUMENT WAS


SEALED BY

JEFFREY D. DALEY

REGISTRATION NUMBER

PE 7865

ON 12/29/17 AND THE


STORED AT THE

WALSH COUNTY

HIGHWAY DEPARTMENT.

SECTION SHEETNO. NO.

100 1

D3-36 36"x6" STREET NAME SIGN (Sign and installation only) 6 48"x48" SHOULDER WORK 210G20-1-60 60"x24" ROAD WORK NEXT __ MILES 34 48"x48" RIGHT or LEFT SHOULDER CLOSEDG20-1b-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.G20-2-48 48"x24" END ROAD WORK 19 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 32R1-1a-18 18"x18" STOP and SLOW PADDLE Back to Back 5R1-2-60 60"x60" YIELD 29R2-1-48 48"x60" SPEED LIMIT __ 39R2-1a-24 24"x18" MINIMUM FEE $80 (Mounted on Speed Limit post) 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 6 28 168R11-2a-48 48"x30" STREET CLOSED 28R11-3a-60 60"x30" ROAD CLOSED __ MILES AHEAD LOCAL TRAFFIC ONLY 6 31 186R11-3c-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 35W4-2-48 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 6 35 210W8-54-48 48"x48" TRUCKS ENTERING AHEAD or __ FT. 35W8-55-48 48"x48" TRUCKS CROSSING AHEAD or __ FT. 35W8-56-48 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 35W20-2-48 48"x48" DETOUR AHEAD or __ FT 35W20-3-48 48"x48" ROAD or STREET CLOSED AHEAD or __ FT. 10 35 350W20-4-48 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

EACHEACH

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

6 35

BRO-0050(037)

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/

1124

STATE

ND

PROJECT NO.

35

This document wasoriginally issuedand sealed by

Jeffrey D. Daley,Registration Number

PE-7865,on 12/29/17 and theoriginal document

is stored at the Walsh County Highway Department.

30

Traffic Control Devices List

UNITS SUB

TOTAL

12/28/2017 1:11 PM P:\County\ND\Walsh\6317104\CAD\Design\Plans\6317104_100WZ_001_TCDL VERSION: 4.4.2008

BRO-0050(037)N.D. 110 1

Max

Post

Len

LF

Support

Size

Reset

Sign

Panel

EA

Reset

Sign

Support

EA

Break-Away

EA Comments

Vert

Clear-

ance

FT

Flat Sheet

For Signs

IV XI

SF SF

Sleeve Length

1st 2nd 3rd 4th

LF LF LF LF

Sign

No. Station / RP

Assembly

No.

Sign Support Length

1st 2nd 3rd 4th

LF LF LF LF

Sleeve

Size

Anchor

EA

Anchor

LF

Anchor

Size

SHEET

NO.

SECTION

NO.PROJECT NO.STATE

W1-5L12+00 Rt 53 13 x 3 7 ga 1 14.72.5 x 2.5 10 ga 8.5 13.2 5.0 4

W1-5L23+00 Lt 53 13 x 3 7 ga 1 14.72.5 x 2.5 10 ga 8.5 13.2 5.0 4

0.0 17.0Sub Total 26.4Total Total 2 0 0 8

Grand Total 0.0 17.0 26.4Total Total 2 0 0 0 8


issued and sealed by

Jeffrey D. Daley, Registration

Number

7865,

on 12/29/2017 and is stored at the

Walsh County Highway

Department.

12/28/2017

Page 1 of 1

Sign Summary

Perforated Tube

Walsh County - Site 1

1:31:04PM

APPROXIMATE SECTIO

N LINE

15'

+00

P

P

S

D

R

O

W

P

P

S

D

R

O

W

+

0

0

+

5

0

+00

33'

33'

3

3

'

3

3

'

3

3

'

3

3

'

6

5

'

45'

2

5

'

6

0

'

11+00

12+00

13+

00

1

4

+

0

0

1

5

+

0

0

1

6

+

0

0

1

7

+

0

0

1

8

+

0

0

19+00

20+

00

2

1

+

0

0

2

2

+

0

0

2

3

+

0

0

1"=100'scale

50 0

feet

50 100

Dec 28, 2017 - 1:09pm - P:\County\ND\Walsh\6317104\CAD\Design\Plans\6317104_110SN_Site1.dwg

SHEET

NO.

PROJECT NO.

ND

STATE

SECTION

NO.


C KLJ 2017

BRO-0050(037)

SIGNING LAYOUT

SITE 1

ZV JD 6317104

BRO-0050(037) 2110

BEGIN PROJECT

STA. 12+70

END PROJECT

STA. 19+75

CONSTRUCTION

LIMITS

CONSTRUCTION

LIMITS

1515

W1-5L-30

W13-1-18

STA. 23+00 LT

W1-5L-30

W13-1-18

STA. 12+00 RT

THIS DOCUMENT WAS


SEALED BY

JEFFREY D. DALEY

REGISTRATION NUMBER

PE 7865

ON 12/29/17 AND THE


STORED AT THE

WALSH COUNTY

HIGHWAY DEPARTMENT.

DRWN. BY CHK’D. BY PROJECT NO.

KLJC 2017

NOTE:

streambed.

an elevation 1 foot below the existing

The invert elevations shown represent

PLAN

‘ Roadway

(Typ under all riprap)

Geosynthetic Material Type RR

ELEVATION

END VIEW(Showing Dimensions)

END VIEW(Showing Finished Section)

‘ Roadway

Reference Line 56’-0"

Culvert

‘ Box

(Typ)

Foundation Fill

Reference Line

Sta 16+97

Foundation Fill

(Typ)

20’-0"

DMW

Type R1

Geosynthetic Material

WMT

28’-0"28’-0"

Flow

Flow

(Typ)


45°

(Typ)

1’-6"

90°

BRO-0050(037)


6317104

El 1259.5

El 1259.3

El 1260.4

Existing Streambed

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

1350

1272.3

1271.9

595

5.9

1264.2

1270.7

307

15

0.0077

4.36

cfs

ft

ft

cfs

fps

ft

ft

cfs

yr

ft/ft

sq mi44’-0" ̈

PRECAST BOX CULVERT

LAYOUT - SITE 1

‘ Box Culvert

9’-0"

14’-0"

1’-0"

3’-10"

3’-0"

‘ Box Culvert

Channel

Finished

(Typ)

Grouted Riprap Grade II

Grouted Riprap

15’-0"

Grouted Riprap

30’-0"

(Typ)

Grouted Riprap Grade II

PRECAST BOX CULVERT BID ITEMS

SPEC

709

709

606

606

256

256

210

210

210

202

CODE

0155

0151

5409

1409

1000

0200

0210

0202

0051

0108

ITEM DESCRIPTION UNIT QUANTITY

SY

SY

EA

LF

SY

CY

CY

L SUM

EA

L SUM

GEOSYNTHETIC MATERIAL TYPE RR

GEOSYNTHETIC MATERIAL TYPE R1

14FT X 9FT PRECAST RCB END SECTION

14FT X 9FT PRECAST RCB CULVERT

GROUT FOR RIPRAP

RIPRAP GRADE II

FOUNDATION FILL

FOUNDATION PREPARATION-SITE 1

BOX CULVERT EXCAVATION-SITE 1

REMOVAL OF STRUCTURE-SITE 1

170

300

2

56

170

85

171

1

1

1

170

1BRO-0050(037)

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/29/2017 wadethompson P:\County\ND\Walsh\6317104\CAD\Design\Plans\6317104_170BR_001_PCBLO.dgn9:11:33 AM

Highway Department.

Walsh County

document is stored at the

on 12/29/2017 and the original

PE-10777,

Registration Number

Wade M Thompson




KLJC 2017

NOTE:

streambed.



PLAN

‘ Roadway



ELEVATION

(Showing Dimensions)


‘ Roadway


Culvert

‘ Box

(Typ)

(Typ)

Foundation Fill

Riprap

30’-0"

Riprap

15’-0"

Reference Line

Sta 55+12

Foundation Fill

(Typ)

14’-3"

Channel

Finished

DMW

Type R1


WMT

30’-0"30’-0"

‘ Box Culvert

Flow

Flow


(Typ)

1’-6"

(Typ)

Riprap Grade II

(Typ)

Riprap Grade II

El 791.0

El 790.5

45°

20°

BRO-0050(037)

6317104

31’-10" ̈


SPEC

709

709

606

606

256

210

210

210

202

CODE

0155

0151

5006

1006

0200

0210

0203

0052

0109


SY

SY

EA

LF

CY

CY

L SUM

EA

L SUM





RIPRAP GRADE II

FOUNDATION FILL




133

296

2

60

66

150

1

1

1

HYDRAULIC DATA:


Overtopping Stage






Design Discharge

Design Frequency

Stream Gradient

Drainage Area

400

801.0

798.5

202

2.3

796.2

797.3

116

15

0.0001

14.10

cfs

ft

ft

cfs

fps

ft

ft

cfs

yr

ft/ft

sq mi

PRECAST BOX CULVERT

LAYOUT - SITE 2


El 791.1

Existing Streambed

END VIEW

1’-0"

10’-0" 6’-0"

2’-10"

3’-0"

170

2BRO-0050(037)

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


Highway Department.

Walsh County



PE-10777,

Registration Number

Wade M Thompson




KLJC 2017

NOTE:

streambed.



PLAN

‘ Roadway



ELEVATION

END VIEW(Showing Dimensions)


‘ Roadway


Culvert

‘ Box

(Typ)

Foundation Fill

Riprap

20’-0"

Riprap

15’-0"

Reference Line

Sta 105+18

Foundation Fill

(Typ)

12’-4"

DMW

Type R1


WMT

26’-0"26’-0"

FlowFlow

El 839.2

El 838.8

(Typ)


45°

(Typ)

Riprap Grade II

(Typ)

Riprap Grade II

(Typ)

1’-6"

BRO-0050(037)


6317104

HYDRAULIC DATA:


Overtopping Stage






Design Discharge

Design Frequency

Stream Gradient

Drainage Area

275

844.7

842.6

105

4.3

841.5

841.9

63

15

0.0014

0.55

cfs

ft

ft

cfs

fps

ft

ft

cfs

yr

ft/ft

sq mi

El 840.0

Existing Streambed

29’-1" ̈


SPEC

709

709

606

606

256

210

210

210

202

CODE

0155

0151

5005

1005

0200

0210

0204

0053

0110


SY

SY

EA

LF

CY

CY

L SUM

EA

L SUM





RIPRAP GRADE II

FOUNDATION FILL




93

256

2

52

47

130

1

1

1

90°

PRECAST BOX CULVERT

LAYOUT - SITE 3

10’-0"

5’-0"

3’-0"

2’-6"

‘ Box Culvert

170

3BRO-0050(037)

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


Highway Department.

Walsh County



PE-10777,

Registration Number

Wade M Thompson




KLJC 2017

intended for concrete anchorage, in accordance with Section 806.02 of the NDDOT Standard Specifications.

the section. Install the bars according to the manufacturer’s recommendation, with a high strength adhesive specifically

" | reinforcing bars to attach the parapet. Cast the parapet against 21holes in the last barrel section at 1’-0" centers for

" | reinforcing bars. Cast 43Cast holes at 3’-0" centers through the last barrel section and into the cutoff wall to receive

hardware according to AASHTO M 232. Galvanize structural steel after fabrication according to AASHTO M 111.

required to be properly certified for all shop and field welds. Coat all field welds with galvanizing paint. Galvanize all

and washers shall be ASTM F436, Type 1. Welded pipe sleeves are to conform to ASTM A53, Grade B. Welders are

All bolts, plates, angles, and studs are to meet ASTM A36. Nuts are to be a heavy hex in conformance with ASTM A563

design in the price bid for "PRECAST RCB END SECTION".

use when installing the end sections. Include all costs for supplying and installing the material needed for the supplier’s

contact the precast suppliers prior to bid to determine if foundation fill or another similar off-site material is required for

installed to angles shown in the plans, remove and reset the wingwalls to be in proper alignment. The Contractor must

surface is smooth. After backfilling, wingwall sections are to be in line. If the wingwall sections are not in line or not

the last barrel section by the use of tie bolts, steel-bolted plates, or another approved method so the inside corner

The "PRECAST RCB END SECTION" bid item consists of the cutoff wall, parapet and wingwalls. Attach the wingwalls to

used, the joints will require two ties per exterior wall located at the third points of the wall clear height.

joint placed at each outside corner. Protect prestressing cables against corrosion and grout their ends. If tie-bolts are

" diameter strands through each 21prestressing strands or galvanized tie-bolts. If strands are used, use minimum of four

Tie all barrel sections together with PRECAST REINFORCED CONCRETE BOX CULVERT AND END SECTIONS: 606

rock used will be paid at the unit price bid for "FOUNDATION FILL".

to the approval of the Engineer. No additional payment will be made for the substitution of the CL 5. All CL 5 and coarse

portion or all of the CL 5 material. The replacement of the CL 5 material with coarse rock under the box culvert is subject

Notify the Engineer if the Contractor elects to use a coarse rock material under the box culvert as replacement for a

714.04 A.7 are required.

: Use CL 5 as specified in Section 816, "Aggregates." Moisture and density controls per Section FOUNDATION FILL 210

accordance with the Standard Specifications.

The lump sum bid item, "REMOVAL OF STRUCTURE" includes all work required to remove all bridge components in

3 is a single span 24’ bridge approximately 24’ wide with timber abutments, stringers and deck.

approximately 28’ wide with steel stringers, concrete abutments and wings and timber deck. The existing structure at Site

steel stringers and concrete abutments, wings and deck. The existing structure at Site 2 is a single span 24’ bridge

The existing structure at Site 1 is a single span 30’ bridge approximately 18’ wide with REMOVAL OF STRUCTURE: 202

precast reinforced concrete box culvert.

Work at Site 3 consists of removing a 24’ single span timber bridge and replacing it with a new single barrel 10’x5’x52’

span steel and timber bridge and replacing it with a new single barrel 10’x6’x60’ precast reinforced concrete box culvert.

a new single barrel 14’ x 9’ x 56’ precast reinforced concrete box culvert. Work at Site 2 consists of removing a 24’ single

Work at Site 1 consists of removing a 30’ single span steel and concrete bridge and replacing it with SCOPE OF WORK:100

PRECAST RCB CULVERT

Submit the following work drawings to the Engineer of Record:WORK DRAWINGS:

Maximum Fill Height = 2’ @ Site 3

Maximum Fill Height = 3’ @ Site 2

Maximum Fill Height = 2’ @ Site 1B.

HL-93 LoadingA.

DESIGN LOADS:

STRUCTURAL NOTES

DMW WMT


BRO-0050(037)

STRUCTURE #50-118-05.0, 50-153-03,0 & 50-138-08.1

6317104

STRUCTURAL NOTES

4

170BRO-0050(037)

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/29/2017 wadethompson P:\County\ND\Walsh\6317104\CAD\Design\Plans\6317104_170BR_004_NOTES.dgn9:11:36 AM

Highway Department.

Walsh County



PE-10777,

Registration Number

Wade M Thompson




KLJC 2017

DMW WMT

Type R1


Fill

Foundation

3’-0"

and right of roadway centerline.

Type R1 Material shall extend 28’-0" left*

15’-4" 2’-6"2’-6"

20’-4"

BOX CULVERT EXCAVATION AND BACKFILL


BACKFILL DETAIL -SITE 1

BRO-0050(037)


6317104

14’-0"

9’-0"

10’-0"

Limits of Box Culvert Excavation

1’-0"

Course CL13

6" Aggregate Surface

Approx El 1273.35

Sta 16+97

‘ Box Culvert

Ordinary BackfillOSHA Standards

Slope as per

10’-0"

170

5BRO-0050(037)

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/29/2017 wadethompson P:\County\ND\Walsh\6317104\CAD\Design\Plans\6317104_170BR_005_PCFILL.dgn9:11:38 AM

Highway Department.

Walsh County



PE-10777,

Registration Number

Wade M Thompson




KLJC 2017

DMW WMT

1’-0"

Type R1


Fill

Foundation

Approx El 801.00

Sta 55+12

‘ Box Culvert

3’-0"



11’-4" 2’-6"2’-6"

16’-4"




BRO-0050(037)

6317104

10’-0"

6’-0"

Course CL13



Ordinary Backfill

OSHA Standards

Slope as per


10’-0" 10’-0"

170

6BRO-0050(037)

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


Highway Department.

Walsh County



PE-10777,

Registration Number

Wade M Thompson




KLJC 2017

DMW WMT

1’-0"

Type R1


Fill

Foundation

Approx El 848.14

Sta 105+18

‘ Box Culvert

3’-0"



11’-4"2’-6"

16’-4"




BRO-0050(037)

6317104


5’-0"

10’-0"


2’-6"

10’-0"

OSHA Standards

Slope as per

Course CL13


Ordinary Backfill

10’-0"

170

7BRO-0050(037)

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


Highway Department.

Walsh County



PE-10777,

Registration Number

Wade M Thompson



Documents

SPECIAL PROVISIONS...SP 605(14) Temporary Water Diversion. PLAN NOTES BRO-0050(037) WALSH COUNTY, NORTH DAKOTA STRUCTURE #50-118-05.0, #50-138-08.1 & #50-153-03.0 ... directed by the