mt-1420301_Plans.pdf

PDF 25 MB Posted Jan 28, 2021

Attached to: MT 14203(1), Maiden Road Federal contract opportunity
Solicitation number: 69056720B000025
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details for a federal contract opportunity for road construction work. The Montana Department of Transportation is soliciting bids for MT 14203(1), Maiden Road, to complete asphalt concrete paving, aggregate stabilization, full depth reclamation, grading, drainage, pavement marking, signing and other minor work along 9.458 miles of roadway near Lewistown, Montana. The estimated price range for the project is between $5 million to $7 million and work must be completed in the fall of 2021. The solicitation number for the project is 69056720B000025 and will be issued by the Department of Transportation Federal Highway Administration.

View the file

Other files for this federal contract opportunity

Other files attached to MT 14203(1), Maiden Road, newest first.
File	Type	Posted
BidSum Maiden Road.pdf	PDF	Mar 2, 2021
QA2_02-26-2021.pdf	PDF	Feb 26, 2021
Amendment A003.pdf	PDF	Feb 25, 2021
QA2_02-25-2021.pdf	PDF	Feb 25, 2021
QA_02-25-2021.pdf	PDF	Feb 25, 2021
Amendment A002.pdf	PDF	Feb 25, 2021
QA_02-04-2021.pdf	PDF	Feb 4, 2021
A001_Hyperlinks to Added Physical Data Files.docx	DOCX document	Feb 3, 2021
Amendment A001.pdf	PDF	Feb 3, 2021
mt-1420301_Horizontal Alignment_MAIN01.pdf	PDF	Jan 28, 2021
mt-1420301_Earthwork_TTC03.pdf	PDF	Jan 28, 2021
mt-1420301_100_XS_Culvert02.pdf	PDF	Jan 28, 2021
mt-1420301_Vertical Alignment_PRO_TTC03.pdf	PDF	Jan 28, 2021
IFB Maiden Road.pdf	PDF	Jan 28, 2021
mt-1420301_100_XS_TTC03.pdf	PDF	Jan 28, 2021
mt-1420301_Earthwork_TTC02.pdf	PDF	Jan 28, 2021
mt-1420301_Vertical Alignment_PRO_CULVERT2.pdf	PDF	Jan 28, 2021
mt-1420301_100_XS_Culvert03.pdf	PDF	Jan 28, 2021
mt-1420301_Horizontal Alignment_TTC02.pdf	PDF	Jan 28, 2021
mt-1420301_100_XS_TTC02.pdf	PDF	Jan 28, 2021
mt-1420301_Earthwork_Culvert03.pdf	PDF	Jan 28, 2021
mt-1420301_Earthwork_Culvert02.pdf	PDF	Jan 28, 2021
mt-1420301_Right-of-Way.pdf	PDF	Jan 28, 2021
Maiden_Road_ControlSheet.xlsx	XLSX spreadsheet	Jan 28, 2021
GM 13-18 Geotechnical Recommendations.pdf	PDF	Jan 28, 2021
mt-1420301_Vertical Alignment_PRO_CULVERT3.pdf	PDF	Jan 28, 2021
mt-1420301_Vertical Alignment_PRO_TTC02.pdf	PDF	Jan 28, 2021
mt-1420301_Horizontal Alignment_TTC03.pdf	PDF	Jan 28, 2021

Show all 28

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

BRENT L COE Digitally signed by BRENT L COE Date: 2020.07.29 16:53:36 -07'00'

Sheet and Description

SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I

LINE GRAPHS APPROACH

ROADS

EROSION

CONTROL DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING (452+00 TO 502+93) LPSM ALL

A0060 15210-1000 CENTERLINE, STAKING MILE 8.433 8.433

A0080 15215-5000 SURVEY AND STAKING, BOX CULVERT EACH 2 2

A0100 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0120 15401-0000 CONTRACTOR TESTING LPSM ALL

A0140 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0160 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL (293+61) LPSM All ALL

A0180 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL (374+92) LPSM All ALL

A0200 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 2,759 525 166 3,450

A0220 15802-0000 WATERING FOR DUST CONTROL LPSM All ALL

A0240 20301-2400 REMOVAL OF SIGN EACH 1 1

A0260 20401-0000 ROADWAY EXCAVATION CUYD 2,065 110 2,175

A0280 20403-0000 UNCLASSIFIED BORROW CUYD 144 26 170

A0300 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3 CUYD 44 6 50

A0320 30201-1000 ROADWAY AGGREGATE, METHOD 1 CUYD 154 16 170

A0340 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 1,741 109 1,850

A0360 30205-0500 ROADWAY AGGREGATE, SHOULDER FINISHING MILE 18 18

A0380 30302-2000 SHOULDER RECONDITIONING LNFT 44,526 44,526 Contract Quantity

A0400 30302-6000 ROADWAY RECONDITIONING LNFT 3,893 3,893 Contract Quantity

A0420 30401-5000 FULL DEPTH RECLAMATION, METHOD 2 (2-inch nominal depth) MILE 8.433 8.433

A0440 31103-3000 STABILIZED AGGREGATE SURFACE COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE TON 2,178 72 2,250

A0480 31110-0000 CALCIUM CHLORIDE TON 39 6 45

A0500 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION

ESAL (pavement roughness type III) TON 18,567 283 18,850

A0540 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 187 6 193

A0580 40301-0200 ASPHALT CONCRETE PAVEMENT, TYPE 2 TON 189 31 220

A0600 41201-0000 TACK COAT TON 51 6 57

A0620 60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT LNFT 50 10 60

A0640 60220-4760 16 FEET SPAN, 8 FEET RISE PRECAST REINFORCED CONCRETE BOX

CULVERT (headwalls, wingwalls, and cut-off walls) LNFT 100 100

A0660 60704-0000 CLEANING CULVERT IN PLACE EACH 46 46

A0680 60705-0000 REPAIRING DRAINAGE STRUCTURE EACH 19 19

A0700 61921-1000 REMOVE AND RESET FENCE LNFT 180 20 200

A0720 62101-0000 MONUMENT EACH 5 5

A0740 62102-0000 MARKER EACH 9 9

A0760 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 20 20

MileStone: 100% Date Completed: 07/15/20 Report Date: 07/15/20

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

-J ul

-2

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities c:

\p w -w or k\ d0 m t-

1b a_

.x ls m

]S he et

STATE PROJECT

B.1DOT 14203(1)MT

SHEET

NUMBER

Sheet and Description

SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I

LINE GRAPHS APPROACH

ROADS

EROSION

CONTROL DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0780 62201-0600 BACKHOE LOADER, 8 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

30-INCH WIDTH HOUR 20 20

A0800 62201-2050 ROLLER HOUR 20 20

A0820 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 20 20

A0840 62301-0000 GENERAL LABOR HOUR 40 40

A0860 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH SQYD 794 794

A0880 62501-0000 TURF ESTABLISHMENT ACRE 0.2 0.2

A0900 63302-0000 SIGN SYSTEM SQFT 88 88

A0920 63308-3000 OBJECT MARKER, TYPE 3 EACH 8 8

A0940 63309-0000 DELINEATOR (Design D) EACH 13 4 17

A0960 63309-0000 DELINEATOR (Design A) EACH 254 16 270

A0980 63309-0000 DELINEATOR (Design C) EACH 67 13 80

A1000 63309-0000 DELINEATOR (Design F) EACH 160 10 170

A1020 63401-0900 PAVEMENT MARKINGS, TYPE E, SOLID (white) LNFT 91,307 193 91,500

A1040 63401-0900 PAVEMENT MARKINGS, TYPE E, SOLID (yellow) LNFT 60,400 100 60,500

A1060 63401-1000 PAVEMENT MARKINGS, TYPE E, BROKEN (yellow) LNFT 18,586 64 18,650

A1080 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 8 8

A1100 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER EACH 130 130

A1120 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 29 29

A1140 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A EACH 20 20

A1160 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C EACH 97 97

A1180 63502-2900 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS, SYMBOLS, AND

LETTERS (stop bar) EACH 4 4

A1200 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE LNFT 709 91 800

A1220 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 669 101 770

A1240 63505-1500 TEMPORARY TRAFFIC CONTROL, VEHICLE POSITIONING GUIDES MILE 8.7 0.1 8.8

A1260 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 3,072 3,072

A1280 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 732 732

A1300 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 213 213

A1320 64704-1000 MITIGATION, STREAMBED MATERIAL CUYD 272 38 310

A1340 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION (293+61) LPSM All ALL

A1360 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION (374+92) LPSM All ALL

-J ul -2

P M

MileStone: 100% Date Completed: 07/15/20 Report Date: 07/15/20 c:

\p w -w or k\ d0 m t-

1b a_

.x ls m

]S he et

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B.2DOT 14203(1)MT

SHEET

NUMBER

NO SCALE

SHEET 1 of 3

TYPICAL SECTIONS

C.1

STATE PROJECT

NUMBER

SHEET

I n t_ ft

D c p w w o r k d m t1 c a .d g n

MT DOT 14203(1)

J u ly

L a n g e

M il le r

C h e c k e d b y

D e s ig n e d b y

SAFETY EDGE DETAIL

PAVEMENT TRANSITION

DETAIL

3+55.93

.9 shot chip seal surface

Existing double

Existing base course pavement milling

Asphalt [1]

Existing surface course

Existing surface

CONNECTION DETAIL

502+93.12

50'

.1 aggregate surface

Existing

Existing aggregate base

Tack coat between existing and overlay

Tack coat shot chip seal surface

Existing double existing surface

Taper to match

FOOTNOTE:

Mill existing double shot chip seal surface. [1]

Roadway reconditioning

50'

ASPHALT TO AGGREGATE

FOR

CONNECTION DETAIL

1:4 aggregate, method 2

Roadway

Saw cut

100'

(Pavement roughness type III)

0.3 to <3 million ESAL nominal maximum size aggregate, -inch 4 3-inch or 2

1gyratory mix, Asphalt concrete pavement, (Pavement roughness type III)

0.3 to <3 million ESAL nominal maximum size aggregate, -inch 4 3-inch or 2

1gyratory mix, Asphalt concrete pavement, 464+00.00 method 2 (2-inch nominal depth)

Full depth reclamation, See sheet C.3 for typical section details

(Pavement roughness type III) size aggregate, 0.3 to <3 million ESAL

-inch nominal maximum 4 3-inch or 2

Asphalt concrete pavement, gyratory mix, See sheet C.3 for typical section details calcium chloride, imported aggregate

Stablized aggregate surface, course, Existing ground shoulder finishing

Roadway aggregate, See sheet C.3 for typical section details calcium chloride, imported aggregate

Stablized aggregate surface, course, method 2 (2-inch nominal depth)

Full depth reclamation, QUANTITIES

PLAN AND PROFILE

TABULATION OF

D.1

STATE PROJECT

NUMBER

SHEET

I n t_ ft p w w o r k d m t-fa .d g n

MT DOT 14203(1)

J u ly

H a r r is o n

M il

C h e c k e d b y

D e s ig n e d b y

FOOTNOTE:

All roadway excavation is considered waste. See subsection 204. [3] from proposed typical section.

Quantity determined from volume needed to be removed [2]

Existing fence is 4-strand barbed wire. [1]

GPK FILE DATED July 27, 2016

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

MAIDEN1 1073751.021 2019524.965 4356.210 47°11'42.517233"N 109°17'40.765834"W 4313.5521 0.99919182 5/8" IR w/FHWA Alum Cap 1.

MAIDEN2 1073087.589 2020083.750 4367.546 47°11'35.950763"N 109°17'32.695213"W 4324.9178 0.99919118 5/8" IR w/FHWA Alum Cap

MAIDEN3 1072412.842 2020597.008 4382.340 47°11'29.273601"N 109°17'25.285168"W 4339.7414 0.99919037 5/8" IR w/FHWA Alum Cap

MAIDEN4 1070193.949 2026966.712 4530.051 47°11'07.181606"N 109°15'53.099149"W 4487.6071 0.99918299 5/8" IR w/FHWA Alum Cap

MAIDEN5 1069855.984 2027940.311 4548.393 47°11'03.814808"N 109°15'39.010474"W 4505.9682 0.99918206 5/8" IR w/FHWA Alum Cap

PROJECT :Maiden Road DATE OF FIELD WORK : Multiple entries DATE OF FINAL ADJUSTMENT : July 2016

PROJECT UNITS : International Feet COORDINATE SYSTEM : Montana SPCS NAD83 (2011)

EPOCH DATE : 2010.0000

VERTICAL DATUM : Orthometric Elevations Based on the NAVD88 GEOID12b

To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.

\p w -w or k\ d0

M ai de n_ R oa d_ C on tr ol

S he et .x ls x]

Sh ee t 6-

Ju n-

H D

_S ur ve y

D av ie s

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.13

SHEET

NUMBER

DOT 14203(1)MT

SURVEY CONTROL

APPROACH ROAD

TABULATION OF

NOTE:

1. See sheet E.2 for approach road type and class details.

E.1

STATE PROJECT

NUMBER

SHEET

I n t_ ft p w w o r k d m t-g a .d g n

MT DOT 14203(1)

J u ly

L a n

M il

C h e c k e d b y

D e s ig n e d b y

10.4 x 16 15215 -5000

25101 -2300

60202 -0400

60220 -4760

60704 -0000

60705 -0000

Station

D M

A X

U M

C O

U C

R A L

C A V A

O N

S U

R V

A N

D S

B O

C U

A C

R A P, M

H O

D B

S S

-I

N C H

E Q

N T

R C H

O R E

C A L

C U

A S T

N C R

E B O

X C

(h ea dw al ls w in gw al ls an d cu t-of f w al ls

A N

C U

C E

D R A

A G

E S

U C

R E

S K

A N

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

1V :n

REMARKS

See below for numbered notes

FEET CUYD EACH CUYD LNFT LNFT EACH EACH Lt Rt 4+13 1 18" CMP; inlet & outlet ends crushed

10+47 1 24" RCP

20+77 1 18" CMP; outlet end crushed 24+87 1 24" RCP; 2/3 plugged 29+00 1 18" CMP; outlet end crushed 37+26 1 18" CMP; inlet & outlet ends crushed 41+13 1 18" CMP; inlet damage 51+63 1 18" CMP; inlet & outlet ends crushed 59+70 1 18" CMP; inlet & outlet ends crushed 63+30 1 15" CMP; inlet & outlet ends crushed

66+82 1 24" RCP

77+70 1 18" CMP

87+40 1 18" CMP; outlet damaged 97+40 1 24" RCP; inlet & outlet 1/4 plugged 107+23 1 18" CMP; inlet & outlet 1/4 plugged 114+40 1 15" CMP; inlet & outlet damage

126+06 1 24" RCP

131+00 1 18" CMP

136+28 1 18" CMP

141+73 1 18" CMP; outlet 1/2 plugged 146+28 1 18" CMP; 1/2 plugged 155+30 1 18" CMP; 1/2 plugged 159+25 1 18" CMP; 1/2 plugged 166+54 1 18" RCP; inlet overgrown 167+80 1 18" CMP; inlet overgrown 182+30 1 18" CMP; inlet plugged

188+13 1 18" RCP

188+80 1 18" CMP; inlet 1/2 plugged 197+78 1 18" CMP; inlet 1/3 plugged

203+56 1 24" CMP

207+19 1 24" CMP

209+70 1 18" CMP

213+80 1 18" CMP; inlet damaged 218+80 1 18" CMP; inlet buried, outlet crushed

CUMULATIVE TOTAL 0 0 0 0 0 22 12

Allowable Pipe Material

NOTE: A Aluminum

1. Aluminized steel pipe culvert minimum wall thickness required by the Std. 602-1 fill height table (steel). AS Aluminized steel

2. Aluminum pipe culvert minimum wall thickness required by the Std. 602-1 fill height table. C Concrete

3. Plastic pipe is not allowed when final installation is exposed. Furnish metal end sections for P Plastic all plastic pipe including those specified with bevels. See Std. 602-5 for acceptable cell class. (blank) Any appropriate material

4. See Std. 602-7 for acceptable concrete cell class. x/__ Any appropriate material except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

\p w

-w or k\ d0 m t-

1_ ea _D ra in ag e.

xl sx

]S he et

-J ul

-2

M K M ill er

La ng e

D es ig ne d by

C he ck ed b y:

STATE PROJECT

G.1

SHEET

NUMBER

DOT 14203(1)MT

Note: The quantities shown hereon are approximate and are subject to field adjustments.

-5000

25101 -2300

60202 -0400

60220 -4760

60704 -0000

60705 -0000

Station

D M

A X

U M

C O

U C

R A L

C A V A

O N

S U

R V

A N

D S

A C

R A P, M

H O

D B

S S

-I

N C H

E Q

N T

R C

H O

R E

C A L

C U

A S T

N C R

E B O

X C

(h ea dw al ls w in gw al ls an d cu t-of f w al ls

A N

C U

C E

D R A

A G

E S

U C

R E

S K

A N

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

1V :n

REMARKS

See below for numbered notes

FEET CUYD EACH CUYD LNFT LNFT EACH EACH Lt Rt

PREVIOUS SHEET: 22 12

230+50 1 18" CMP; inlet & outlet plugged 238+00 1 18" CMP; inlet plugged

249+72 1 24" CMP

257+60 1 18" CMP; inlet buried

263+82 1 18" CMP

270+10 1 18" CMP

274+26 1 36" CMP

274+37 1 36" CMP

282+60 1 18" CMP; outlet has erosion

285+75 1 24" CMP

289+00 1 18" CMP; inlet & outlet damaged 293+61 1208 1 22 50 [1] 303+00 1 18" CMP; inlet damaged, outlet plugged 324+22 1 18" CMP; outlet plugged 335+30 1 18" CMP; inlet and outlet damaged

345+32 1 18" CMP

349+86 1 18" CMP; inlet and outlet damaged

350+86 1 15" CMP

357+00 1 18" CMP; Inlet and outle plugged

361+92 1 18" CMP

371+00 1 18" CMP; inlet damaged & plugged 374+92 1128 1 22 50 [2]

381+60 1 18" CMP

384+50 1 18" CMP; inlet and outlet damaged

389+50 1 18" CMP

397+34 1 24" CMP

403+80 1 18" CMP; inlet damaged 410+93 1 18" CMP; Inlet damaged 435+50 50 A, C

445+80 1 18" CMP

453+00 1 18" CMP

457+10 1 18" CMP

461+65 1 18" CMP

CUMULATIVE TOTAL 2336 2 44 50 100 45 19

Allowable Pipe Material FOOTNOTE:

NOTE: A Aluminum [1] Survey encompasses 293+20 to 294+00.

1. Aluminized steel pipe culvert minimum wall thickness required by the Std. 602-1 fill height table (steel). AS Aluminized steel [2] Survey encompasses 374+00 to 375+50.

2. Aluminum pipe culvert minimum wall thickness required by the Std. 602-1 fill height table. C Concrete

4. See Std. 602-7 for acceptable concrete cell class. x/__ Any appropriate material except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

\p w

-w or k\ d0 m t-

1_ ea _D ra in ag e.

xl sx

]S he et

-J ul

-2

M K M ill er

La ng e

D es ig ne d by

C he ck ed b y:

STATE PROJECT

G.2

SHEET

NUMBER

DOT 14203(1)MT

Note: The quantities shown

-5000

25101 -2300

60202 -0400

60220 -4760

60704 -0000

60705 -0000

Station

D M

A X

U M

C O

U C

R A L

C A V A

O N

S U

R V

A N

D S

A C

R A P, M

H O

D B

S S

-I

N C H

E Q

N T

R C H

O R E

C A L

C U

A S T

N C R

E B O

X C

(h ea dw al ls w in gw al ls an d cu t-of f w al ls

A N

C U

C E

D R A

A G

E S

U C

R E

S K

A N

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

1V :n

REMARKS

See below for numbered notes

FEET CUYD EACH CUYD LNFT LNFT EACH EACH Lt Rt

PREVIOUS SHEET: 2336 2 44 50 100 45 19

466+30 1 18" CMP

PROJECT TOTAL 2336 2 44 50 100 46 19

Allowable Pipe Material

NOTE: A Aluminum

1. Aluminized steel pipe culvert minimum wall thickness required by the Std. 602-1 fill height table (steel). AS Aluminized steel

2. Aluminum pipe culvert minimum wall thickness required by the Std. 602-1 fill height table. C Concrete

4. See Std. 602-7 for acceptable concrete cell class. x/__ Any appropriate material except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

\p w

-w or k\ d0 m t-

1_ ea _D ra in ag e.

xl sx

]S he et

-J ul

-2

M K M ill er

La ng e

D es ig ne d by

C he ck ed b y:

STATE PROJECT

G.3

SHEET

NUMBER

DOT 14203(1)MT

Note: The quantities shown

TEMPORARY TRAFFIC CONTROL

TABULATION OF

FOOTNOTE:

Sign detail for Special Sign on sheet H.12.[2]

See Current Montana Sign Catalog for information.[1]

H.1

STATE PROJECT

NUMBER

SHEET

I n t_ ft p w w o r k d m t-n a .d g n

MT DOT 14203(1)

J u ly

L a n

M il

C h e c k e d b y

D e s ig n e d b y

File details come from the government source that posted it. Updated Jan 28, 2021.