april 1, 2016 - north dakota department of transportation · addendum 3 – job 17 projects...

April 1, 2016

ADDENDUM 3 – JOB 17

TO: All prospective bidders and suppliers on Projects NHU-3-019(066)153, SS-3-019(065)139 & SS-3-

019(067)135 Job 17 scheduled for the April 8th, 2016 bid opening.

The following plan revisions shall be made:

Plan revisions for SS-3-019(065)139: REMOVE the following Plan Sheets and REPLACE with the enclosed sheets revised 4/1/2016.

• Section 40 Sheet 11






Section 40

Sheet 11:

• Revised Approach at Station 7987+94

Section 60

Sheet 19:


Section 75

Sheet 10:


Section 76

Sheet 11:


Section 77

Sheet 11:


Section 82

Sheet 16:


Section 200

Sheet 284:


Water | Transportation| Municipal | Facilities

701.323.3950

600 South 2nd Street – Suite 145

Bismarck, ND 58504

ADDENDUM 3 – JOB 17

Projects NHU-3-019(066)153, SS-3-019(065)139 & SS-3-019(067)135

April 8, 2016 bid opening

Page 2 of 2

This addendum is to be incorporated into the bidder’s proposal for this project.

Expedite bid files should be updated by downloading the addendum file from the Bid Express

on-line bidding exchange at http://www.bidx.com/ or the Department’s web page

(http://wwww.dot.nd.gov) and load it into the Expedite program.

Sincerely,

Apex Engineering Group, Inc.

Jason P. Gullicks, PE

Project Manager

Enclosures: Revised Plan Sheets

Projects NHU-3-019(066)153, SS-3-019(065)139 & SS-3-019(067)135

CC: Amy Beise, NDDOT

ApexEngGroup.com

ND Hwy 19

Swamp

Util Mkr

Swamp

1466.38

1466.10

1467.891470.091470.72

1475.231476.08

1469.54 1468.63

EL

EL

RA

MS

EY R

W

Bush

Shed

Mailbox

Mailbox

Swamp

Swamp

Sm Trees

Dirt

AsphGr

Gr

Gr

GrLg Trees

Lg E

vgr T

rees

Lg Trees

Gr

Gr

AsphGr

Gr

Exst Power Pole w/Std Ltg

Ruin

Asph

Lg Trees Swamp

Swamp

Gr

Swamp

RW

RA

MS

EY

RW

RA

MS

EY

1467.43

WGV

ND TEL

Gr

20.6' Clearance

Elev 1497.6

OH line crossing

Util Mkr

Util Mkr

Tel Ped

Lg Trees

WGV

Gr

Ruin

from record maps

NODAK R ELEC

Mailbox

Swamp

Swamp

Dirt

Mailbox

GrLg Trees

7975

+00

7980

+00

7985

+00

7990

+00

7995

+00

7995

+00

8000

+00

8005

+00

8010

+00

8015

+00

78th A

venue N

E

ND Hwy 19

MAOP 1105+-

WBI 8" High Pressure

Swamp

(3) Util Mkr

WGV

Ripra

p

Tel Ped

(5) Util Mkr

WBI

from record maps

NODAK R ELEC

Util Mkr

Swamp

1462.84

1460.46

1462.901462.55

EL (2)

Swamp

Gr

Gr

Swamp

Asph

Gr

Swamp

Gr

R E

LE

C

NO

DA

K Sign

RAMSEY RW

Sm Tre

es

GrTel Ped

Util Mkr

39.35' Clearance

Elev 1509.8

OH line crossing

Gr

41NE

41SE

41NW

41SW

Qtr S

ec Line

Exst R/W

Exst R/W

100'

100' 85'

100'

100'

R-65-W

T-154-N

Sec 36

R-65-W

T-153-N

Sec 1

R-65-W

T-154-N

Sec 36

R-65-W

T-153-N

Sec 1

18 In CSP

Remove 80 LF

18 In CSP

Remove 74 LF

18 In CSP

Remove 87 LF

18 In CSP

Remove 74 LF

85'

41NE

41SE

100'

100'

110'

125'

100'

100'

18 In CSP

Remove 60 LF

Exst R/W

Exst R/W

R-65-W

T-154-N

Sec 36

R-65-W

T-153-N

Sec 1

Legend

Saw Bituminous Surfacing-Full Depth

Milling Pavement Surface

unless otherwise noted.

Stationing is based on Alignment "PR19_SEG3" 1.

:Notes

(12' Lt & 12' Rt)

Saw Bituminous Surfacing - Full Depth

(12' Lt & 12' Rt)


Removal of Bituminous Surfacing


Remove End Section

Remove End Section

Total 375 LF

60 LF

87 LF

74 LF

74 LF

80 LF

Total 4 EA

1 EA

1 EA

1 EA

1 EA

Total 3421 SY

371 SY

166 SY

202 SY

1484 SY

1198 SY

Remove End Section

Remove End Section

Sta 8003+15 - 61' Rt

Sta 7988+03 - 57' Lt

Sta 7984+55 - 61' Rt

Sta 7984+53 - 52' Lt

Sta 7979+61 - 66' Lt

REMOVAL OF PIPE ALL TYPES AND SIZES202 0174

Sta 8008+09 Rt

Sta 8008+09 Lt

Sta 7989+19 Rt

Sta 7989+19 Lt

REMOVAL OF END SECTION-ALL TYPES & SIZES202 0169

Sta 7987+94 Lt

Sta 7984+58 Lt

Sta 7979+58 Lt

Sta 7975+00 - 12' Rt to Sta 8015+00 - 12' Rt

Sta 7975+00 - 12' Lt to Sta 8015+00 - 12' Lt

REMOVAL OF BITUMINOUS SURFACING202 0132

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

4/1/2016 dawn.michel K:\Projects\2014\14.101.0028 NDDOT - ND 19 RP 139.5 to 152.3\30019139.065\Design\Addendum 2\040\040RM_011_Seg3_AD-2.dgn8:39:42 AM

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

40

Removals

Sta 7975+00 to 8015+00

ND Hwy 19 - Segment 3

11

(Mile 151)

SS-3-019(065)139

7107

Derek Anderson,

04/01/16

Revised 3/21/16

Revised 4/1/16

Swamp

Util Mkr

Swamp

EL

EL

RA

MS

EY R

W

Bush

Shed

Mailbox

Mailbox

Swamp

Swamp

Sm Trees

Dirt

AsphGr

Gr

Gr

GrLg Trees

Lg E

vgr T

rees

Lg Trees

Gr

Gr

AsphGr

Gr

Exst Power Pole w/Std Ltg

Ruin

Asph

Lg Trees Swamp

Swamp

Gr

Swamp

RW

RA

MS

EY

RW

RA

MS

EY

WGV

ND TEL

Gr

20.6' Clearance

Elev 1497.6

OH line crossing

Util Mkr

Util Mkr

Tel Ped

Lg Trees

WGV

Gr

Ruin

from record maps

NODAK R ELEC

Mailbox

Swamp

Swamp

Dirt

Mailbox

GrLg Trees

Install 2-24 In ES

Inv E 1467.21

Inv W 1467.87

Install 90 LF

Pipe Conduit 24 In-Approach

7975

+00

7980

+00

7985

+00

7990

+00

7995

+00

7975+00 7976+00 7977+00 7978+00 7979+00 7980+00 7981+00 7982+00 7983+00 7984+00 7985+00 7986+00 7987+00 7988+00 7989+00 7990+00 7991+00 7992+00 7993+00 7994+00 7995+00

1,485.57

1,485.07

1,484.62

1,484.05

1,483.17

1,482.28

1,481.39

1,480.14

1,479.04

1,478.02

1,477.16

1,476.38

1,475.52

1,474.88

1,474.50

1,474.28

1,474.12

1,473.66

1,473.45

1,473.42

1,473.09

41NE

41SE

41NW

41SW

Qtr S

ec Line

R-65-W

T-154-N

Sec 36

R-65-W

T-153-N

Sec 1

R-65-W

T-154-N

Sec 36

R-65-W

T-153-N

Sec 1

otherwise noted.

Stationing is based on Alignment "PR19_SEG3" unless1.

:Notes

2 CSES (Good)

18" x 80' CSP (Good)

7979+61 - 66' Lt

2 CSES (Good)

18" x 74' CSP (Good)

7984+53 - 52' Lt

2 CSES (Fair)

18" x 74' CSP (Fair)

7984+55 - 61' Rt

2 RCES (Good)

24" x 64' RCP (Good)7989+19 - ̀

2 CSES (Fair)

18" x 87' CSP (Fair)

7988+03 - 57' Lt

Install 2-24 In ES

Inv E 1475.25

Inv W 1476.05

Install 81 LF


Install 2-18 In ES

Inv E 1468.65

Inv W 1469.68

Install 65 LF


Install 2-24 In ES

Inv E 1470.48

Inv W 1471.11

Install 84 LF


8 LF 24 In RCP

Remove & Relay

Install 1-24 In Traversable RCES

Inv N 1466.42

Install 12 LF

Extend 24 In RCP


Inv S 1466.06

Install 12 LF

Extend 24 In RCP

Tie Line

Grading

Tie Line

Grading

Sta 7989+19 Rt

REMOVE & RELAY PIPE-ALL TYPES & SIZES714 9659

Sta 7987+52 - 56' Lt to Sta 7988+42 - 56' Lt

Sta 7984+12 - 56' Lt to Sta 7984+97 - 56' Lt

Sta 7979+20 - 66' Lt to Sta 7980+01 - 66' Lt

PIPE CONDUIT 24IN-APPROACh714 4106

Sta 7984+23 - 70' Rt to Sta 7984+88 - 70' Rt

PIPE CONDUIT 18IN-APPROACH714 4099

Sta 7989+19 Rt

Sta 7989+19 Lt

END SECT-TRAVERSABLE REINF. CONC.24IN714 3023

Sta 7989+19 Rt

Sta 7989+19 Lt

PIPE CONC REINF 24IN CL III714 0615

85'

100'

100'85'

Exst R/W

Exst R/WExst R/W

Exst R/W

ND Hwy 19

8 LF

Total 255 LF

90 LF

84 LF

81 LF

65 LF

Total 2 EA

1 EA

1 EA

Total 24 LF

12 LF

12 LF

100'

100'

1440

1450

1460

1470

1480

1490

1500

1510

1440

1450

1460

1470

1480

1490

1500

1510

60

04/01/16

9797

SS-3-019(065)139 19


Plan & Profile

Sta 7975+00 to 7995+00

(Mile 151)

Jonathan D Bach,

Revised 03/21/16STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

4/1/2016 jon.bach K:\Projects\2014\14.101.0028 NDDOT - ND 19 RP 139.5 to 152.3\30019139.065\Design\Addendum 2\060\060PP_019_P&P_Seg3_AD-2.dgn7:54:41 AM

of Transportation



on and the original

PE- ,

Registration Number



Revised 04/01/16

(Paved Private Drive)

Sta 7979+58 Lt

Construct Approach


Sta 7984+52 Lt

Construct Approach


Sta 7987+94 Lt

Construct Approach

(Topsoil Field Drive)

Sta 7984+52 Rt

Construct Approach

Install 2-24 In ES

Inv E 1475.25

Inv W 1476.05

24 In Pipe Conduit

Install 81 LF

7980+01 66' Lt

Sta 7979+20 to

Install 2-24 In ES

Inv E 1470.48

Inv W 1471.11

24 In Pipe Conduit

Install 84 LF

7984+96, 56' Lt

Sta 7984+12 to

Install 2-18 In ES

Inv E 1468.65

Inv W 1469.68

18 In Pipe Conduit

Install 65 LF

7984+88, 70' Rt

Sta 7984+23 to

Install 2-24 In ES

Inv E 1467.21

Inv W 1467.87

24 In Pipe Conduit

Install 90 LF

7988+42, 56' Lt

Sta 7987+52 to


Inv N 1466.42

Install 12 LF RCP

Extend 24 In RCP

Sta 7989+19 Lt


Inv S 1466.06

Install 12 LF

Extend 24 In RCP

Sta 7989+19 Rt

Existing ` Profile

41SW 4

1SE

41NE 4

1NW

41SE

41NE

Qtr S

ec Line

Sec Line

Sec Line

Legend

Permanent Impact

Temporary Impact

Grading Tie Line (Fill)

Grading Tie Line (Cut)

Grading Tie Line (Transition)

Existing Delineated Wetland

Flow Direction

Wetland 58

Wetland 59

Wetland 60

Wetland 61

Wetland 61 Wetland 63



Wetland 68

Wetland 69

Wetland 70

Wetland 64

Wetland 62

Wetland 61

Wetland 64

ND Hwy 19

Wetland Impacts

Wetland # Permanent Wetland ImpactTemporary Wetland Impact

Wetland 60 0.02 Ac

0.01 Ac0.05 Ac

0.18 Ac0.29 Ac

Sta 7975+00 to 8015+00

Wetland 62

Wetland 64

0.13 Ac0.19 AcWetland 67

0.02 Ac0.04 AcWetland 68

0.00 Ac

otherwise noted.


:Notes

R-65-W

T-154-N

Sec 36

R-65-W

T-153-N

Sec 1

Exst R/W

Exst R/W

Twp Line

ND Hwy 19

SS-3-019(065)139

Sta 7975+00 to 8015+00


75 10

Wetlands, Mitigation and Environmental

(Mile 151)

8029

Dawn LS Michel,

04/01/16

4/1/16RevisedSTATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

4/4/2016 dawn.michel K:\Projects\2014\14.101.0028 NDDOT - ND 19 RP 139.5 to 152.3\30019139.065\Design\Addendum 2\075\075WL_010_AD-2.dgn9:39:55 AM

of Transportation



on and the original

PE- ,

Registration Number



DirtDirt

7975

+00

7980

+00

7985

+00

7990

+00

7995

+00

R-65-W

T-154-N

Sec 36

R-65-W

T-153-N

Sec 1

78th A

venue N

E

ND Hwy 19

Ripra

p

7995

+00

8000

+00

8005

+00

8010

+00

8015

+00

Exst R/W

Exst R/W

41SW 4

1SE

41SE

41NE

Grading Tie Line

Grading Tie Line

Grading Tie Line

Grading Tie Line

Fiber Rolls 12IN or 20 IN

Silt Fence Supported

Grading Tie Line (Fill)

Grading Tie Line (Cut)

Grading Tie Line (Transition)

Existing Delineated Wetland

Flow Direction

Legend

R-65-W

T-154-N

Sec 36

R-65-W

T-153-N

Sec 1

otherwise noted.


:Notes

41NE 4

1NW

Exst R/W

Exst R/W

Sta 8013+00 Rt

Sta 8013+00 Lt

Sta 8008+08 Lt

Sta 8002+52 Rt

Sta 8000+00 Rt

Sta 7989+19 Lt

Sta 7988+52 to 7990+00 Lt

Sta 7987+48 Lt

Sta 7985+16 to 7990+50 Rt

Sta 7984+08 Rt

Sta 7984+06 Lt

Sta 7982+00 Lt

Sta 7979+12 Lt

Sta 7978+34 to 7984+21 Rt

Sta 7978+00 Lt

FIBER ROLLS 12IN261 0112

Sta 8014+70 to 8015+00 Lt

Sta 8009+11 to 8011+20 Lt

Sta 8003+24 to 8011+10 Rt

Sta 7992+26 to 7997+92 Rt

Sta 7991+25 to 8008+47 Lt

Sta 7975+00 to 7976+57 Lt

Sta 7975+00 to 7975+46 Rt

SILT FENCE SUPPORTED 260 0200

Total: 1,702 LF

40 LF

40 LF

25 LF

25 LF

60 LF

25 LF

152 LF

25 LF

550 LF

25 LF

25 LF

40 LF

25 LF

605 LF

40 LF

Total: 3,676 LF

36 LF

230 LF

856 LF

592 LF

1732 LF

174 LF

56 LF

SS-3-019(065)139 76 11

Sta 7975+00 to 8015+00


Temporary Sediment and Erosion Control

(Mile 151)

8029

Dawn LS Michel,

04/01/16

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

4/4/2016 dawn.michel K:\Projects\2014\14.101.0028 NDDOT - ND 19 RP 139.5 to 152.3\30019139.065\Design\Addendum 2\076\076TE_01_AD-2.dgn9:40:29 AM

of Transportation



on and the original

PE- ,

Registration Number



Revised 4/1/16

DirtDirt

Line

41

Twp Line

Line

41

ND Hwy 19

7975

+00

7980

+00

7985

+00

7990

+00

7995

+00

Ripra

p

Exst R/W

Exst R/W

R-65-W

T-154-N

Sec 36

R-65-W

T-153-N

Sec 1

78th A

venue N

E

ND Hwy 19

7995

+00

8000

+00

8005

+00

8010

+00

8015

+00

30'R 30'R 30'R 30'R

24'R24'R

30'R

24'R

30'R

13'R

30'R

Ending chain PRA 7979+58 description

=========================================================

Point 8729 N 407,937.4406 E 2,346,057.5852 Sta 3603+00.00

Course from 8728 to 8729 S 1° 06' 16.93" E Dist 300.0000

Point 8728 N 408,237.3849 E 2,346,051.8013 Sta 3600+00.00

=========================================================

Description: Ppsd Paved Private Drive @ Sta 7979+58 Lt

Beginning chain PRA 7979+58 description


=============================================================

Point 8732 N 407,647.0205 E 2,346,557.2772 Sta 3706+00.00


Point 8731 N 407,946.9647 E 2,346,551.4934 Sta 3703+00.00

Course from PT PRA 7984+52-2 to 8731 S 1° 06' 16.93" E Dist 95.5731

Chord Bear = S 26° 09' 41.04" E

Ahead = S 1° 06' 16.93" E

Back = S 51° 13' 05.15" E

C.C. N 408,040.5921 E 2,346,449.6693

P.T. Station 3702+04.43 N 408,042.5201 E 2,346,549.6507

P.C. Station 3701+16.96 N 408,118.5457 E 2,346,512.3051

Mid. Ord. = 9.4111

Long Chord = 84.7030

External = 10.3888

Radius = 100.0000

Length = 87.4644

Tangent = 46.7513

Degree = 57° 17' 44.81"

Delta = 50° 06' 48.22" (RT)

P.I. Station 3701+63.71 N 408,089.2627 E 2,346,548.7494

Description: PRA 7984+52

Feature: PD-P / FD-T

Curve PRA 7984+52-2

*----------*

Curve Data

Course from PT PRA 7984+52-1 to PC PRA 7984+52-2 S 51° 13' 05.15" E Dist 28.3414

Chord Bear = S 25° 36' 15.28" E

Ahead = S 51° 13' 05.15" E

Back = S 0° 00' 34.59" W

C.C. N 408,163.5813 E 2,346,512.1345

P.T. Station 3700+88.62 N 408,136.2976 E 2,346,490.2120

P.C. Station 3700+57.33 N 408,163.5872 E 2,346,477.1345

Mid. Ord. = 3.4395

Long Chord = 30.2613

External = 3.8144

Radius = 35.0000

Length = 31.2932

Tangent = 16.7796

Degree = 163° 42' 08.02"

Delta = 51° 13' 39.74" (LT)

P.I. Station 3700+74.11 N 408,146.8076 E 2,346,477.1317

Description: PRA 7984+52

Feature: PD-P / FD-T

Curve PRA 7984+52-1

*----------*

Curve Data

Course from 8730 to PC PRA 7984+52-1 S 0° 00' 34.59" W Dist 57.3279

Point 8730 N 408,220.9151 E 2,346,477.1441 Sta 3700+00.00

==============================================================

Description: Ppsd Paved Private Drive Lt & Topsoil Field Drive Rt @ Sta 7984+52



==========================================================

Point 8735 N 407,953.5583 E 2,346,893.4298 Sta 3803+00.00


Point 8734 N 408,038.5425 E 2,346,891.7910 Sta 3802+15.00


Point 8733 N 408,220.4705 E 2,346,777.2171 Sta 3800+00.00

=========================================================

Description: Ppsd Paved Private Drive @ Sta 7987+94 Lt


ND Hwy 19

ND Hwy 19

PI

3802

+15.

00

Point Northing Easting Station Offset Description10412 407904.28 2346516.31 7984+16.00 42.00 RAD PT *2410413 407928.27 2346515.85 7984+16.00 18.00 ASP *PC10414 407923.56 2346530.60 7984+30.66 23.00 ASP *POC10415 407914.70 2346537.93 7984+37.82 32.00 GRV *VPC10416 407904.74 2346540.31 7984+40.00 42.00 GRV *PT10417 407846.75 2346541.42 7984+40.00 100.00 BRK *FIELDLINE10418 407847.21 2346565.42 7984+64.00 100.00 BRK *FIELDLINE10419 407905.20 2346564.30 7984+64.00 42.00 GRV *PT10420 407915.24 2346566.29 7984+66.18 32.00 GRV *VPC10421 407924.38 2346573.27 7984+73.34 23.00 ASP *POC10422 407929.66 2346587.83 7984+88.00 18.00 ASP *PC10423 407905.67 2346588.30 7984+88.00 42.00 RAD PT *24

Point Northing Easting Station Offset Description10424 407994.15 2346508.58 7984+10.00 -48.00 RAD PT *3010425 407964.15 2346509.16 7984+10.00 -18.00 ASP *PC10426 407982.68 2346536.30 7984+37.50 -36.00 ASP *VPC10427 407992.72 2346538.55 7984+39.94 -46.00 ASP *VPT10428 407994.72 2346538.57 7984+40.00 -48.00 ASP *PT10429 408031.79 2346541.56 7984+43.70 -85.00 ASP10430 408032.11 2346558.16 7984+60.30 -85.00 ASP10431 407995.19 2346562.57 7984+64.00 -48.00 ASP *PT10432 407993.19 2346562.67 7984+64.07 -46.00 ASP *VPT10433 407983.24 2346565.30 7984+66.51 -36.00 ASP *VPC10434 407965.77 2346593.14 7984+94.00 -18.00 ASP *PC10435 407995.77 2346592.56 7984+94.00 -48.00 RAD PT *30

Point Northing Easting Station Offset Description10400 407984.62 2346014.67 7979+16.00 -48.00 RAD PT *3010401 407954.63 2346015.25 7979+16.00 -18.00 ASP *PC10402 407973.15 2346042.39 7979+43.50 -36.00 ASP *VPC10403 407983.20 2346044.63 7979+45.93 -46.00 ASP *VPT10404 407985.20 2346044.66 7979+46.00 -48.00 ASP *PT10405 408037.29 2346048.86 7979+51.20 -100.00 ASP10406 408037.56 2346062.83 7979+65.18 -100.00 ASP10407 407985.66 2346068.66 7979+70.00 -48.00 ASP *PT10408 407983.66 2346068.76 7979+70.07 -46.00 ASP *VPT10409 407973.71 2346071.39 7979+72.50 -36.00 ASP *VPC10410 407956.25 2346099.23 7980+00.00 -18.00 ASP *PC10411 407986.24 2346098.65 7980+00.00 -48.00 RAD PT *30

POT 3603+00

3601+00

PR

A 7979

+58

3702+00

POT 3703+00

3705+00

PR

A 7984

+52

PRA 7984+52

POT 3803+00

PR

A 7987+94

Ramsey County ground coordinates.

2. All coordinates on this sheet are

"PR19_SEG3" Unless Otherwise Noted.

Stationing is Based on Alignment1.

Notes:

COGO Point

Legend

R/W Marker (Witness Post)

Alignment Monuments

Iron Pin R/W Monument

Iron Pin Reference Monument

Exst R/W

Exst R/W

Exst R/W

Exst R/W

Point Northing Easting Station Offset Description10436 408000.74 2346850.51 7987+52.00 -48.00 RAD PT *3010437 407970.75 2346851.09 7987+52.00 -18.00 ASP *PC10438 407989.27 2346878.23 7987+79.50 -36.00 ASP *VPC10439 407999.32 2346880.48 7987+81.93 -46.00 ASP *VPT10440 408001.32 2346880.51 7987+82.00 -48.00 ASP *PT10441 408031.11 2346866.93 7987+69.00 -78.04 RAD PT *1310442 408031.36 2346879.93 7987+82.00 -78.04 ASP *PC10443 408034.85 2346879.38 7987+81.52 -81.55 ASP *POC10444 408038.07 2346877.91 7987+80.11 -84.80 ASP *PT10445 408062.99 2346863.15 7987+65.83 -110.00 ASP10446 408063.96 2346912.97 7988+15.67 -110.00 ASP10447 408038.50 2346903.79 7988+06.00 -84.72 ASP10450 408001.78 2346904.50 7988+06.00 -48.00 ASP *PC10451 407999.78 2346904.61 7988+06.07 -46.00 ASP *VPT10452 407989.83 2346907.24 7988+08.50 -36.00 ASP *VPC10453 407972.36 2346935.07 7988+36.00 -18.00 ASP *PC10454 408002.36 2346934.50 7988+36.00 -48.00 RAD PT *30

7975

+00

7980

+00

7985

+00

6088

6089

10400

10401

10402

10403

10404

10405 10406

10407

1040810409

10410

10411

10412

10413

1041410415

10416

10417 10418

10419

1042010421

10422

10423

10424

10425

10426

10427

10428

10429 10430

10431

1043210433

10434

10435

3705+00

7985

+00

7990

+00

7995

+00

6090

6091

6092

6093

6094

10418

10419

1042010421

10422

10423

10430

10431

1043210433

10434

10435 10436

10437

10438

10439

10440

1044110442

1044310444

1045110452

10453

1045410450

10447

Twp Line

ND Hwy 19

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

4/1/2016 dawn.michel K:\Projects\2014\14.101.0028 NDDOT - ND 19 RP 139.5 to 152.3\30019139.065\Design\Addendum 2\082\082SD_016_AD-2.dgn8:35:58 AM

of Transportation



on and the original

PE- ,

Registration Number



82 16


Sta 7975+00 to 7995+00

(Mile 151)

SS-3-019(065)139

Survey Data & Right of Way Layout

8029

Dawn LS Michel,

04/01/16

Revised 3/21/16

Revised 4/1/16

00

00

1010

1010

2020

2020

3030

3030

4040

4040

5050

5050

6060

6060

7070

7070

8080

8080

9090

9090

100100

100100

110110

110110

120120

120120

130130

130130

140140

140140

150

150

1470 1470

1480 1480

1490 1490

1460 1460Sta 7987+87.00

1470 1470

1480 1480

1490 1490

1460 1460Sta 7988+04.00

1470 1470

1480 1480

1490 1490

1500 1500

1460 1460Sta 7988+36.00

284SS-3-019(065)139

ND Hwy 19 - Segment 3 `

(PR19_SEG3)

4:1

2.1%1.8%1.7%2.1%

O/s 1

8.0

0

El 1474.9

9

O/s 1

2.0

0

El 1475.1

2

O/s 0.0

0

El 1475.3

2

O/s 1

2.0

0

El 1475.1

3

O/s 1

8.0

0

El 1475.0

0

O/s 5

4.3

3

El 1466.4

2

7.0%

Exst

R/W

Exst

R/W

O/s 8

5.0

0

El 1470.9

5

4:1

2.1%1.7%1.6%2.1%

O/s 1

8.0

0

El 1474.9

2

O/s 1

2.0

0

El 1475.0

5

O/s 0.0

0

El 1475.2

4

O/s 1

2.0

0

El 1475.0

6

O/s 1

8.0

0

El 1474.9

4

O/s 5

4.5

7

El 1466.2

9

7.0%

Exst

R/W

Exst

R/W

Delineate

dW

etland

O/s 8

5.0

0

El 1470.8

1

4:1

2.1%1.6%1.6%2.1%

O/s 8

4.0

0

El 1469.2

0

O/s 1

8.0

0

El 1474.7

9

O/s 1

2.0

0

El 1474.9

2

O/s 0.0

0

El 1475.1

1

O/s 1

2.0

0

El 1474.9

5

O/s 1

8.0

0

El 1474.8

2

O/s 5

4.4

7

El 1466.2

0

Exst

R/W

Exst

R/W

Delineate

dW

etland

Delineate

dW

etland

200

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

4/4/2016 jon.bach K:\Projects\2014\14.101.0028 NDDOT - ND 19 RP 139.5 to 152.3\30019139.065\Design\Addendum 2\200\200XS_174-327_SEG3_AD-2.dgn11:05:41 AM

Revised 04/01/16

Install 24 In ES

Inv W 1467.87 @ 56' Lt (Back)

Install 90 LF Pipe Conduit 24 In - Approach

Install 24 In ES

Inv E 1467.21 @ 56' Lt (Ahead)


Install 24 In ES

Inv E 1467.21 @ 56' Lt (Ahead)


april 1, 2016 - north dakota department of transportation · addendum 3 – job 17 projects...

Documents