Preliminary_Plans.pdf

PDF 4 MB Posted Sep 29, 2016

Attached to: MT DAR 2016(2), 2016 By Mile Wheatland Area
Solicitation number: DTFH70-16-B-00029
Issued by: Department of Transportation Federal Highway Administration

About this file

From the source

Preliminary Plans

View the file

Other files

File	Type	Posted
BID_SUMMARY_Wheatland.pdf	PDF	Nov 17, 2016
A002.pdf	PDF	Nov 2, 2016
A001_Wheatland.pdf	PDF	Oct 20, 2016
mt-d201602_DAR2016(2)_K-03_ew.pdf	PDF	Oct 18, 2016
Plan_Request__Wheatland.pdf	PDF	Oct 18, 2016
mt-d201602_DAR2016(2)_Plans_Signoff.pdf	PDF	Oct 18, 2016
IFB_Wheatland_Area.pdf	PDF	Oct 18, 2016
Prelim_Letter_DAR_2016(2).pdf	PDF	Sep 29, 2016
PROJECT_DESCRIPTION(2).pdf	PDF	Sep 29, 2016

On GovTribe

Work with this file

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.

PRELIM

ARY

Not For

Con str uc tio n

Roberts

C re e k

B la k e

G a ll o w a y

T im b e r

C re e k

Roberts

Creek

A n te lo p e

C r e e k m t-d a c

K .d g n

S S u r ft

A.3

STATE PROJECT

NUMBER

SHEET

DAR 2016(2)

S e p

T h o m p s o

B e ll

C h e c k e d b y

D s ig n e d b

K-03

LOWER NIHILL RD

1 0.5 0 1 2

SCALE IN MILES

HARLOWTON

K-03 ROAD

VICINITY MAP

MONTANA

UPPER NIHILL RD

P R

O N

G H

O R

N R

L I V I N

G S

P R I N

G S R

M.P. 0.01

BEGIN K-03 ROAD WORK

M.P. 7.46

END K-03 ROAD WORK

[1]M.P. 2.36 - M.P. 2.59

Grade raise location

FOOTNOTE:

See Sheet D.5.[1]

PRELIM

ARY

Not For

Con str uc

S F

L it tl e

R o b e rts

C re e k W e s t

C r e e k

C re e k

F o rk

G a ll o w a y

B la k e

G a ll o w a y

T im b e r

C re e k

C re ek

C r e e k

E a s t

Gulch

Coule e

C re e k

B N

S F T im b e r1 0.5 0 1 2

SCALE IN MILES

H G

A P R

OXFORD RD

R O

N G

H O

R N R

L I V I N

G S

P R I N

G S R

JUDITH GAP RD

N E

L S

O N R

RED FOX RD

L-06 m t-d a d

L .d g n

S S u r ft

A.4

STATE PROJECT

S e p

T h o m p s

C h e c k e d b s ig n e d b

L-06 ROAD

VICINITY MAP

M.P. 0.01

BEGIN L-06 ROAD WORK

M.P. 6.39

END L-06 ROAD WORK

JUDITH GAP

MONTANA

FERGUS CO.

WHEATLAND CO.

PRELIM

ARY

Not For

Con str uc

An tel op e

A n te lo p e

C r e e k

Creek

B ig

Coulee

R o s s

H a u c k

C ou le e

Hauck

F o rkB

N S F

B N S F

1 0.5 0 1 2

SCALE IN MILES

L-09 m t-d a e

L .d g n

S S u r ft

A.5

STATE PROJECT

S e p

T h o m p s

C h e c k e d b s ig n e d b

L-09 ROAD

VICINITY MAP

MONTANA

EAST LAKE RD

SOUTHWIND RD

BUFFALO WAY RD

B U F F A L O W

A Y R

DIAMOND WAY RD

MONTANA

BASIN CO.

JUDITH

FERGUS CO.

B A

S I N C

J U

D I T

F E

R G

U S C

J A

C K

R A

B B I T R

STRAW RD

RED BARN RD

LAKE

ACKLEY

WHITE ROCK RD

TROUT SPRINGS RD

SUNRIDGE RD

B E

L L

V I E

W R

BRIARWOOD RD

COULE

NEW LIBERTY RD

A N

T E

L O

P E C

R E

E K R

BIRCH RD

M.P. 0.00

BEGIN L-09 ROAD WORK

M.P. 6.89

END L-09 ROAD WORK

M il e s

T o H o b s o n

M il e s

T o E d d ie 's C o rn e r

M ile s T o J u d ith G a p

PRELIM

ARY

Not For

Con str uc

C.2

STATE PROJECT

S e p

M m t-d c a .d g n

S I n t2

T h o m p s

C h e c k e d b

B s ig n e d b y

1:3

Travel lane Travel lane

1:3

Existing Slope

Existing Slope li m it s

C o n s tr u c ti o n li m it s

C o n s tr u c ti o n

Original ground

FOOTNOTE:

Roadway reconditioning

TYPICAL SECTIONS

NO SCALE

[3]9' min. - 12' max. [3]9' min. - 12' max.

[1] 5% Crown + 1/2% [1]5% Crown + 1/2%

NOTE:

[2]3' [2]3'

(4" AGGREGATE SURFACING)

TYPICAL SECTION NO. 1

1. See Sheet C.1 for estimated quantities.

4" compacted depth calcium chloride, imported aggregate, Stabilized aggregate surface course, Taper at a rate of 25:1 between widths. See Sheet C.4.

Adjust to match existing road width as approved. [3]

Ensure drainage down to existing ditch.

Remove 3 feet of foreslope vegetation and slope to drain.[2] a maximum of 8%.

Superelevate roadway on curves to a minimum of 5% and[1]

PRELIM

ARY

Not For

Con str uc

C.3

S e p

M m t-d c b .d g n

S I n t2

T h o m p s e c k e d b

B s ig n e d b y

1:3 1:3

Existing Slope

Original ground

12' 12'

TYPICAL SECTIONS

5% Crown5% Crown

Profile grade

Slope stake

Select borrow

Turf establishment limits

Placing conserved topsoil, 4-inch depth li m it s

C le a r in g

5' [2]

Placing conserved topsoil, 4-inch depth

Turf establishment limits li m it s

C le a r in g

5' [2]

NOTE:

FOOTNOTE:

Construct slopes as shown in the Staking Report.[1]

See Sheet D.5.[3]

5' or to existing permanent easement line, whichever is less.[2]

Va ria ble

[1]

Variable where required

[3]Geogrid, stabilization,

1. See Sheets C.1 and D.1 for estimated quantities.

4" compacted depth calcium chloride, imported aggregate, Stabilized aggregate surface course, Travel lane Travel lane

NO SCALE

M.P. 2.36 - 2.59

)[3](K-03 ROAD GRADE RAISE

TYPICAL SECTION NO. 2

PRELIM

ARY

Not For

Con str uc

C.4

S e p

M m t-d c c .d g n

S I n t2

T h o m p s e c k e d b

B s ig n e d b y

TYPICAL DETAILS

CONNECTION WITH NONPAVED ROADWAYS

AT THE BEGINNING AND END OF

TYPICAL TREATMENT OF GRAVEL SECTIONS

PROFILE

d e p th s u r fa c in g

B e g in E n d f u

25:1 Taper

TYPICAL TAPER

PLAN

FOOTNOTE:

NO SCALE

or paved roadway

Existing structure e x is ti n g w id th

V a r ia b le e x is ti n g w id th

V a r ia b le

Profile grade grade line

Existing road surfacing section

Match mainline surfacing section

Match mainline

Profile grade

[2]50' min.

grade line

[1]Existing road

CATTLE GUARDS TO REMAIN IN-PLACE, AND PAVED INTERSECTIONS

TYPICAL TREATMENT AT EXISTING BRIDGES,

structures and existing roadways as approved.

Adjust transition length to provide a smooth transition to[2] surfacing.

Do not measure excavation and disposal of gravel profile grade from existing grade to the depth shown.

intersecting roadway or from the structure. Taper

Excavate existing gravel surfacing from the edge of [1] calcium chloride, imported aggregate

Stabilized aggregate surface course, calcium chloride, imported aggregate

Stabilized aggregate surface course, PRELIM

ARY

Not For

Con str uc m t-d la

K .d g n

I n t_ ft

D.2

STATE PROJECT

S e p

T h o m p s

C h e c k e d b y

D e s ig n e d b y

FOOTNOTE:

NO SCALE

NOTE:

See Sheet D.5.[1]

LINE GRAPH

K-03 ROAD

F a r m F ie ld A p p r

R T

M .P .3 a r m F ie ld A p p r

R T

M .P le a n C u lv e r t i n P la c e

M .P .2

B e g in P r o je c t

M .P .0

P r iv a te A p p r

L T

M .P .9

M .P .0

D o N o t

D is tu r b

E x is ti n g

C a tt le G u a r d

M .P .9

M .P .0

R a is e G r a d e

M .P .3

.5 r m F ie ld A p p r

L T

M .P .4

M is s il e L a u n c h F a c il it y K

M is s il e L a u n c h F a c il it y A p p r

L T

.P .4

E n d P r o je c t

M .P .4

M .P .0

F a r m F ie ld A p p r

R T

M .P .9 tr u c tu r e

R e p a ir D r a in a g e

M .P .2

S tr u c tu r e

R e p a ir D r a in a g e

M .P .3

S tr u c tu r e

R e p a ir D r a in a g e

M .P .5

S tr u c tu r e

R e p a ir D r a in a g e

M .P .4

S tr u c tu r e

R e p a ir D r a in a g e

M .P .1

F a r m F ie ld A p p r

L T

M .P .5

F a r m F ie ld A p p r

R T

M .P

214. See Sheet D.1 for utility contact information.

3. See Sheet C.1 for estimated aggregate quantities.

2. All culverts are existing unless otherwise noted.

and radii as approved.

1. Gravel existing approaches and turnouts to match existing widths

P ip e A r c h

R e p la c e w it h

E q u iv a le n t

M .P .4

P ip e A r c h

R e p la c e w it h

E q u iv a le n t

M .P .4

P ip e A r c h

R e p la c e w it h

E q u iv a le n t

M .P .5

PRELIM

ARY

Not For

Con str uc

NO SCALE

n d P r o je c t

NOTE:

m t-d lb

L .d g n

I n t_ ft

D.3

STATE PROJECT

S e p

T h o m p s

C h e c k e d b y

D e s ig n e d b y

LINE GRAPH

L-06 ROAD

P u b li c A p p r

L T

M .P .0

F a r m F ie ld A p p r

L T

M .P .8

S tr u c tu r e

R e p a ir D r a in a g e

M .P .7

F a r m F ie ld A p p r

L T

M .P .5

B e g in P r o je c t

M .P .0

F a r m F ie ld A p p r

R T

M .P .0

F a r m F ie ld A p p r

L T

M .P .9

P r iv a te A p p r

R T

M .P

M .P .0

F a r m F ie ld A p p r

R T

M .P b li c A p p r

L T

M .P .0

M .P .3

M is s il e L a u n c h F a c il it y L

M is s il e L a u n c h F a c il it y A p p r L

M .P .3

P r iv a te A p p r

R T

M .P

M .P .0

P u b li c A p p r

R T

M .P fo

C u lv e r t

C o n s tr u c t

E n e r g y D is s ip a to r L

M .P .1 fo r

C u lv e r t

C o n s tr u c t

R ip r a p H e a d w a ll R

M .P .5

4. See Sheet D.1 for utility contact information.

3. See Sheet C.1 for estimated aggregate quantities.

2. All culverts are existing unless otherwise noted.

and radii as approved.

1. Gravel existing approaches and turnouts to match existing widths

FOOTNOTE:

prior to clean.

Power cables running through culvert. Coordinate with landowner[1]

C le a n C u lv e r t i n P la c e

M .P

PRELIM

ARY

Not For

Con str uc

NO SCALE

n d P r o je c t

NOTE:

m t-d lc

L .d g n

I n t_ ft

D.4

STATE PROJECT

S e p

T h o m p s

C h e c k e d b y

D e s ig n e d b y

LINE GRAPH

L-09 ROAD

F a r m F ie ld A p p r

L T

M .P .6

F a r m F ie ld A p p r

R T

M .P .2 b li c A p p r

L T

M .P .5

F a r m F ie ld A p p r

R T

M .P .6 g in P r o je c t

M .P .0

P r iv a te A p p r

R T

M .P

P r iv a te A p p r

R T

M .P .8 iv a te A p p r

R T

M .P

M .P .0

F a r m F ie ld A p p r

R T

M .P .5 b li c A p p r

L T

M .P .8

P u b li c A p p r

R T

M .P r m F ie ld A p p r

L T

M .P .2

P u b li c A p p r

R T

M .P is s il e L a u n c h F a c il it y L

M is s il e L a u n c h F a c il it y A p p r

L T

M .P .8

F a r m F ie ld A p p r

L T

M .P .1

M .P .0

S tr u c tu r e

R e p a ir D r a in a g e

M .P .1 fo r

A r c h i n P la c n s tr u c t

E n e r g y D is s ip a to r L

M .P .1

4. See Sheet D.1 for utility contact information.

3. See Sheet C.1 for estimated aggregate quantities.

2. All culverts are existing unless otherwise noted.

and radii as approved.

1. Gravel existing approaches and turnouts to match existing widths

PRELIM

ARY

Not For

Con str uc

Line to be constructed

Profile grade

Existing ground

NAME NORTHING EASTING ELEVATION

CONTROL POINTS

CUYD

EXC.

CUYD

EMB.

3011+003008+503006+003003+503001+00

4320 4320

4325 4325

4330 4330

4335 4335

4340 4340

4345 4345

4350 4350

4355 4355

4360 4360 m t-d ld

G r a d e

R a is e P

P .d g n

I n t_ ft

D.5

STATE PROJECT

S e p

T h o m p s

C h e c k e d b y

D e s ig n e d b y

LOWER NIHILL ROAD

14101

14102 14103

3,254

El. = 4346.39

E = 1914010.533

N = 816718.091

El. = 4349.35

E = 1915235.529

N = 816715.157

14103

14102

14101

816743.025

816746.125

816692.072

1915297.996

1914722.585

1914008.350

4349.53

4338.72

4345.94

See Sheet D.1 for complete excavation and embankment quantities.

Embankment volumes represent select borrow quantities.

Excavation volumes do not include conserved topsoil quantities.

K-03 GRADE RAISE

BEGIN GRADE RAISE

K-03 ROAD

3000+50.00 = M.P. 2.36

END GRADE RAISE

K-03 ROAD

3012+75.00 = M.P. 2.59

-4% @ 15'

Farm Field Appr.

M.P. 2.58

See Sheet C.3

Geogrid, stabilization

See Sheet E.3

Install fiber roll

E q u iv a le n t

P ip e A r c h

M .P .4

E q u iv a le n t

P ip e A r c h

M .P .4

E q u iv a le n t

P ip e A r c h

M .P .5

-1.5200%

100' VC

K = 80

-0.2778%

+2.6

%200' VC

K = 69

PRELIM

ARY

Not For

Con str uc

10.4 x 16 Section

Mile Post

D M

A X

U M

C O

U C

R A L

C A V A

O N

A C

R A P, M

H O

D A

S S

Y D

A C

R A P, M

H O

D A

S S

R A P

D W

-I

N C

H E

Q U

N T

R C

H O

A L

C U

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 footnotes

FEET CUYD CUYD CUYD LNFT EACH EACH Lt Rt

K-03 ROAD

0.24 1

0.34 1

0.57 1

1.10 1

1.46 1

2.47 3 26 50 15° LT x/GS,C

2.48 2 28 48 10° LT x/GS,C

2.54 3 46 50 x/GS,C

4.22 1

L-06 ROAD

1.76 1

2.19 4 1

2.57 5 2

3.03 1

L-09 ROAD

0.12 1

6.12 11 1

PROJECT TOTAL 100 15 5 148 2 7

Allowable Pipe Material

NOTE: FOOTNOTE: A Aluminum

1. Aluminized steel and aluminum pipe culvert minimum wall thickness 1. Energy dissipator at outlet. See Sheet F.2. AS Aluminized steel is the thickness required by the Std. 602-1 fill height table, unless otherwise noted on plans. 2. Riprap headwall at inlet. See Sheet F.2. C Concrete

2. In cut sections, construct cut slopes as shown on Std. 602-6. GS Galvanized steel

3. Maintain cover per manufacturer's recommendations on all culverts under live loading P Plastic during construction. (blank) Any appropriate material x/__ Any appropriate material except __

Section 607PAY ITEM NUMBER Section 251

ESTIMATION OF DRAINAGE QUANTITIES (For Information Only) F:

\h ig hw ay s\

W A\

_m t-d2

D A R

\D es ig n\ D ra in ag e\

[m t-

9- S ep

-2

M N

B el l 8/

Th om ps on

D es ig ne d by

C he ck ed b y:

STATE PROJECT

F.1

SHEET

NUMBER

DAR 2016(2)MT

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

PRELIM

ARY

Not For

Con str uc m t-d e a .d g n

I n t_ ft

F.2

STATE PROJECT

S e p

T h o m p s

C h e c k e d b y

D e s ig n e d b y

PLAN

ELEVATION

catch

Fill slope

Flowline length

Variable fill slope catch

Fill slope

Va ria bl e fil l s lo pe le ng th

Va ria bl e

Fi ll Sl op e

12" (min.)

Flowline

24"

Section

NOTE:

B A

SECTION B-B

SECTION A-A

Place riprap and earthwork geotextiles in energy dissipators at the following rates:

or Equivalent

Outlet Diameter

NO SCALE

class 2 (energy dissipator)

Placed riprap, method A, class 2 (energy dissipator)

Placed riprap, method A, class 1, type C (nonwoven)

Separation-stabilization geotextile, class 1, type C (nonwoven)

Separation-stabilization geotextile, NO SCALE

DETAILS

RIPRAP STABILIZATION

class 2 (energy dissipator)

Placed riprap, method A, class 2 (energy dissipator)

Placed riprap, method A, 3.

D/2 or 15" min.

D or 24" min.

2D or 48" min. or as shown on plans

48" (min.)

on plans or as shown

48" (min.)

Adjust widths and lengths to fit existing scour channels as approved.

RIPRAP HEADWALL DETAILS

ELEVATION - SINGLE PIPE ELEVATION - DOUBLE PIPE

D or S

D o r R

D or S D or S

D o r R class 2 (riprap headwall)

Placed riprap, method A, V a r ia b le

V a r ia

[3]X

SECTION A-A

Pipe invertPipe culvert class 1, type C (nonwoven)

Separation-stabilization geotextile, [1]class 2 (riprap headwall)

Placed riprap, method A, V a r ia

NOTE:

FOOTNOTE:

½ span or 2' minimum.[4] installations.

minimum pipe spacing as shown on Standard 602-3 for new pipe

Existing spacing for headwall installations at existing pipes or [3]

Slope to match roadway embankment.[1]

2' standard, 1' if headwall extends into subgrade.[2]

SKEW ANGLE DIAGRAM

c e n te r li n e

R o a d w a y

Cu lv er t ce nt er lin e

BOP

EOP

Skew angle

See Sheet F.1 for estimated quantities.

AT PIPE OUTLET DETAIL

ENERGY DISSIPATOR

60"

24"

B-B

A-A

B-B

A-A

0.81 cuyd/ft

0.92 cuyd/ft

0.30 cuyd/ft

0.33 cuyd/ft

1.67 sqyd/ft

1.78 sqyd/ft

0.89 sqyd/ft

1.00 sqyd/ft

Placed Riprap Separation-stabilization Geotextile class 2 (riprap headwall)

Placed riprap, method A, See Sheet F.1 for locations and estimated quantities.

[4]W [4]W [4]W [4]W

PRELIM

ARY

Not For

Con str uc

mt-d201602aa-US_Int2D-000

mt-d201602ab-USC-000

mt-d201602ac_K-3-US_Sur_ft2D-000

mt-d201602ad_L-6-US_Sur_ft2D-000

mt-d201602ae_L-9-US_Sur_ft2D-000

mt-d201602_Section_C_Quantities

mt-d201602ca-US_Int2D-000

mt-d201602cb-US_Int2D-000

mt-d201602cc-US_Int2D-000

mt-d201602_Section_D_Quantities

mt-d201602la_K-03-Int_ft2D-000

mt-d201602lb_L-06-Int_ft2D-000

mt-d201602lc_L-09-Int_ft2D-000

mt-d201602ld_K-03_GradeRaise_P&P-Int_ft2D-000

mt-d201602da-US_Sur2D-000

mt-d201602db-US Customary-000

mt-d201602dc-USC-000

mt-d201602_Section_F_Quantities

mt-d201602ea-Int_ft2D-000

mt-d201602eb-USC-000

mt-d201602ec-USC-000

mt-d201602ed-USC-000

mt-d201602ef-USC-000

mt-d201602_Section_G_Quantities

mt-d201602na-USC-000

mt-d201602nb-USC-000

mt-d201602nc-USC-000

mt-d201602nd-USC-000

mt-d201602ne-USC-000

File details come from the government source that posted it. Updated Nov 14, 2017.