Maiden_PreAdPlans.pdf

PDF 34 MB Posted Aug 20, 2020

Attached to: MT 14203(1), Maiden Road Federal contract opportunity
Solicitation number: 69056720b000025
Issued by: Department of Transportation Federal Highway Administration

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Written by GovTribe AI · Dec 27, 2023

This document provides details on a federal contract opportunity for road construction work. The solicitation is for project MT 14203(1) Maiden Road, a 9.5 mile project including asphalt concrete paving, aggregate stabilization, full depth reclamation, grading, drainage, pavement markings, and signing. The solicitation number is 69056720b000025 and is offered through full and open competition by the Department of Transportation Federal Highway Administration. Work will consist of repaving and road work along a 9.5 mile stretch of Maiden Road.

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Prelim Letter_Maiden Road.pdf	PDF	Aug 20, 2020

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

OT FOR CONSTRUCTION

PRELIMINARY - N

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]PRELIMINARY - N

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 CONTROLPRELIMINARY - N

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 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: 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 hereon are approximate and are subject to field adjustments.

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

Maiden_PrelimPlans

File details come from the government source that posted it. Updated Aug 20, 2020.