Blacktail_100__Plan_Set.pdf

PDF 17 MB Posted Sep 19, 2017

Attached to: MT FLATHEAD 917(2), Blacktail Road Surface Improvement Phase 2 Federal contract opportunity
Solicitation number: DTFH7017B00004
Issued by: Department of Transportation Federal Highway Administration

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Plans

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Other files for this federal contract opportunity

Other files attached to MT FLATHEAD 917(2), Blacktail Road Surface Improvement Phase 2, newest first.
File	Type	Posted
Q&A_10-25-17.pdf	PDF	Oct 25, 2017
A001_Blacktail.pdf	PDF	Oct 23, 2017
Q&A_10-19-17.pdf	PDF	Oct 20, 2017
Q&A_10-5-17.pdf	PDF	Oct 6, 2017
IFB_Blacktail.pdf	PDF	Sep 19, 2017
Blacktail_XS_100_.pdf	PDF	Sep 19, 2017
Blacktail_Mt._Road_Final_Geotechnical_Memorandum_GM37-16_Final.pdf	PDF	Sep 19, 2017
Plan_Request_form_Blacktail_Rd.pdf	PDF	Sep 19, 2017
Blacktail_Earthwork.pdf	PDF	Sep 19, 2017
SWPPP_MT_FLATHEAD_917(2)_Blacktail_Rd_Surface_.pdf	PDF	Sep 19, 2017
PROJECT_DESCRIPTION.pdf	PDF	Mar 16, 2017

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INDEX TO SHEETS

A.2

STATE PROJECT

NUMBER

SHEET

I n t_ ft

D c m y fi le s p w p r o d u c ti o n d m t-a a b .d g n

MT FLATHEAD 917(2)

M a y

C J o r g e n s o n

M a d a r

C h e c k e d b y

D e s ig n e d b y

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

REVISED: 9/2005 1/2007 10/2009 10/2014

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EQ or eq.

emb.

elev.

El. 94.16 ft e

E expansion joint excavation edge of water edge of road equation edge of pavement embankment elevation elevation with number superelevation rate east drawing(s) distance diaphragm diagonal diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge)

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish jt.

joint inside diameter

lt. or LT

LPSM

long.

LNFT

lat.

lam.

L low water left length of spiral lump sum longitudinal linear foot (feet) latitude lamination length of curve

N normal crown north

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PST

PSC

POT

POS

POC

pl.

PCS

PCC

pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve rte.

rt. or RT reqd.

reinf.

rdwy.

R/W

R route right required reinforcement roadway right-of-way range radius typ.

thd.

TBM

T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance

VPI

vph

V vertical point of intersection vehicles per hour design speed yd3 yd2 cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SADT

S symmetrical point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced slurry unit shoulder section point of spiral to curve seasonal average daily traffic south

CUYD

culv.

CUFT

cubic yard(s) culvert cubic foot (feet) mon.

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material

J a n u a r y

S m y fi le s p w p r o d u c ti o n d m t-a a c .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.3 FLATHEAD 917(2) MT

CP GPS

36 31

6 1

36 31

6 1

SEC.

EL. 1234.56

RIP

G G

W W

T T

NOTE:

NO SCALE

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend 1.

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub θs Ø

∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

ctrs.

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center mile post main line

M.P.

M.L.

STEAM = steam, T = telephone, TV = CATV, W = water

P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use,

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut wall face

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

Fiber Roll or Wattle

Lake

Lost

VICINITY MAP

NATIONAL FOREST

FLATHEAD

111+93.00

MT FLATHEAD 917(2)

BEGIN PROJECT

END PROJECT

SCALE IN MILES

0 1

MONTANA

Creek

Stoner

261+00.00

MT FLATHEAD 917(2)

S to n e r

C re e k

T ri b u ta ry

St on er C re ek

Tr ib ut ar y to

Lakeside, MT

2 miles

A.4

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a a d .d g n

MT FLATHEAD 917(2)

M a y

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b

TYPICAL SECTION

SAFETY EDGE DETAIL

GUARDRAIL DETAIL

pavement structure

Match adjacent

See Staking Report

1:1.5CL

[1] 2% Crown

Profile grade

BLACKTAIL ROAD

[2]

Var iabl e [2]

Variable

Traveled way Traveled way

FOOTNOTE:

NO SCALE

Tack coat (between pavement lifts)

Existing ground

2' Shoulder

Edge of shoulder s h o u ld e r

E d g e o f s h o u ld e r

E d g e o f Original ground

S lo p e s ta k e l im it establishment

Turf li m it

S lo p e s ta k e establishment

Turf

Roadway reconditioning

Construct slopes as shown in the Staking Report.[2] on the plan and profile curve data.

Superelevate roadway on curves at the rate 'e' as indicated [1]

111+93.00 to 261+00.00

141+24.00 to 144+19.00, LT

131+66.00 to 138+42.00, LT

121+65.00 to 125+87.00, LT

Width varies

C.1

STATE PROJECT

NUMBER

SHEET

S S u r ft m y fi le s p w p r o d u c ti o n d m t-a c a .d g n

MT FLATHEAD 917(2)

J u n e

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

See Safety Edge Detail leveling course grading D, Aggregate base

4" compacted depth grading D, Aggregate base li m it

T u r f e s ta b li s h m e n t placed in two equal lifts

(pavement roughness type 4), 3-inch compacted depth, nominal maximum aggregate size, 0.3 to <3 million ESAL

-inch4 3-inch or 2

1Asphalt concrete pavement, gyratory mix, Sheet and Description

Section C Section D Section E Section F Section G Section H Section I Section J

Typical Section

Plan & Profile

Approach Roads

Erosion Control Drainage Shoulder

Stabilization

Temporary Traffic Control

Permanent Traffic Control ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 10,055 1,005 11,060

A0140 15705-1800 SOIL EROSION CONTROL,

TEMPORARY DIVERSION BERM LNFT 80 10 90

A0160 15706-0200 SOIL EROSION CONTROL, CHECK

DAM(FILTER ROCK) EACH 93 7 100

A0180 15706-0200 SOIL EROSION CONTROL, CHECK

DAM(FIBER ROLL) EACH 26 4 30

A0200 20101-0000 CLEARING AND GRUBBING ACRE 0.5 0.1 0.6

A0220 20301-1100 REMOVAL OF GATE EACH 5 5

A0240 20301-1900 REMOVAL OF PIPE CULVERT EACH 16 2 18

A0260 20301-2400 REMOVAL OF SIGN EACH 5 2 7

A0280 20302-0700 REMOVAL OF FENCE LNFT 450 50 500

A0300 20302-1300 REMOVAL OF GUARDRAIL,

CONCRETE BARRIER LNFT 1,451 74 1,525

A0320 20401-0000 ROADWAY EXCAVATION CUYD 357 53 410

A0340 20702-0500 GEOTEXTILE FILTER, CLASS 1,

TYPE E SQYD 905 70 975

A0360 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 85 15 100

A0380 25101-2300 PLACED RIPRAP, METHOD B,

CLASS 3 CUYD 389 36 425

A0400 30101-2000 AGGREGATE BASE GRADING D TON 8,520 16,655 318 1,257 26,750 1.97 TON/CUYD

A0420 30303-3000 ROADWAY RECONDITIONING SQYD 55,915 2,785 58,700 Contract Quantity

A0440 40101-5600 ASPHALT CONCRETE PAVEMENT, 1.94 TON/CUYD

GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION

ESAL(PAVEMENT ROUGHNESS TYPE

4) TON 6,030 219 311 6,560

A0460 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 60 3 63

A0480 41201-0000 TACK COAT 0.1 GAL/SQYD, 240

TON 16 1 17 GAL/TON

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-J ul -2

\m yf ile s\ pw

_p ro du ct io n\ d0 m t-a2

_b a.

xl sx ]S he et

STATE PROJECT

B.1FLATHEAD 917(2)MT

NUMBER

Typical Section

Plan & Profile

Approach Roads

Erosion Control Drainage Shoulder

Stabilization

Temporary Traffic Control

Permanent Traffic Control

ALLOWANCE Bid Schedule

A0500 60201-0600 18-INCH PIPE CULVERT LNFT 465 45 510

A0520 60201-0800 24-INCH PIPE CULVERT LNFT 535 55 590

A0540 60201-0900 30-INCH PIPE CULVERT LNFT 40 40

A0560 60210-0600 END SECTION FOR 18-INCH PIPE

CULVERT EACH 22 22

A0580 60210-0800 END SECTION FOR 24-INCH PIPE

CULVERT EACH 26 26

A0600 60210-0900 END SECTION FOR 30-INCH PIPE

CULVERT EACH 2 2

A0620 60301-0300 180-INCH STRUCTURAL PLATE PIPE LNFT 104 104

A0640 60301-0360 216-INCH STRUCTURAL PLATE PIPE LNFT 84 84

A0660 61701-1200 GUARDRAIL SYSTEM G4, TYPE 2,

CLASS A STEEL POSTS LNFT 1,275 66 1,341

A0680 61702-0800 TERMINAL SECTION TYPE TANGENT EACH 6 6

A0700 61901-0000 FENCE LNFT 450 50 500

A0720 61902-0000 GATE EACH 5 5

A0740 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 40 10 50

A0760 62201-0950 WHEEL LOADER, 3 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 40 10 50

A0780 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER

MOUNTED, 1.0 CUBIC YARD

MINIMUM CAPACITY WITH THUMB

ATTACHMENT HOUR 40 10 50

A0800 62301-0000 GENERAL LABOR HOUR 40 10 50

A0820 62501-0000 TURF ESTABLISHMENT ACRE 7.5 0.5 8.0

A0840 62901-1100 ROLLED EROSION CONTROL

PRODUCT, TYPE 4 SQYD 18,025 1,800 19,825

A0860 63302-0000 SIGN SYSTEM SQFT 110 10 120

A0880 63401-1500 PAVEMENT MARKINGS, TYPE H,

SOLID(YELLOW) LNFT 29,850 1,500 31,350

A0900 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 150 150

A0920 63502-2100 TEMPORARY TRAFFIC CONTROL,

CRASH CUSHION EACH 2 2

A0940 63503-0400 TEMPORARY TRAFFIC CONTROL,

CONCRETE BARRIER LNFT 350 50 400

A0960 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 117 18 135

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-J ul -2

\m yf ile s\ pw

_p ro du ct io n\ d0 m t-a2

_b a.

xl sx ]S he et

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.2FLATHEAD 917(2)MT

Typical Section

Plan & Profile

Approach Roads

Erosion Control Drainage Shoulder

Stabilization

Temporary Traffic Control

Permanent Traffic Control

ALLOWANCE Bid Schedule

A0980 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER FXHR 2,400 2,400

A1000 64630-0000 ROADSIDE DEVELOPMENT LPSM ALL ALL

A1020 64703-3010 MITIGATION, ROCK WEIR EACH 10 1 11

A1040 64704-1000 MITIGATION, STREAMBED MATERIAL CUYD 433 42 475

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-J ul -2

\m yf ile s\ pw

_p ro du ct io n\ d0 m t-a2

_b a.

xl sx ]S he et

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.3FLATHEAD 917(2)MT

QUANTITIES

TABULATION OF PLAN

D.1

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fa .d g n

MT FLATHEAD 917(2)

A a y

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b

TABULATION OF PLAN

D.2

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fb .d g n

MT FLATHEAD 917(2)

a y

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b

3655 3655

36603660

P C

P T

P C

13125

GPS

BEGIN PROJECT

Profile grade

Existing ground

Profile grade

Line to be constructed

Proposed edge of pavement

111+93.00

MT FLATHEAD 917(2)

R= 675.00'

T= 156.02'

Profile grade

Existing ground

Slope stake limits

Curve= BT_C_1

R= 400.00'

T= 89.88'

Curve= BT_C_1A e= 4.0%

L= 176.81' e= 3.6%

L= 306.65'

El=3616.50 (Match existing)

E=27606.5770

N=59579.1026

13124 s.pluid@flathead.coop

(406) 751-4461

Stan Pluid

Flathead Electric

CUYD

EXC.

CUYD

EMB.

117+00116+00115+00114+00113+00112+00111+00

3614 3636

3616 3638

3618 3640

3620 3642

3622 3644

3624 3646

3626 3648

3628 3650

3630 3652

D.3

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fc .d g n

MT FLATHEAD 917(2)

M a y

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

UTILITY CONTRACTS:

Turf establishment limits

Paul.Fendley1@Centurylink.com

(406) 255-8307

Paul Fendley

Century Link

PCC 11

7+50.2

PT 1

20+

20.3

+4.

200' VC

K = 503

55' VC

K = 32

SSD = 653

110' VC

K = 21

100' VC

K = 31

SSD = 382'

GPS

T= 40.14'

R= 166.00'

Curve= BT_C_2

Curve= BT_C_3

T= 174.37'

R= 86.00'

Slope stake limits

Proposed edge of pavement

Line to be constructed

Profile grade

Existing ground

Existing ground e= 4.0%

L= 78.78' e= 4.0%

L= 191.37'

CUYD

EXC.

CUYD

EMB.

121+00120+00119+00118+00117+00

3644 3664

3646 3666

3648 3668

3650 3670

3652 3672

3654 3674

3656 3676

3658 3678

S to n e r C r e e k

13126

(by others)

Relocate fiber optic p la te p ip e

I n s ta ll in c h s tr u c tu r a l

R e m o v a l o f

P ip e C u lv e r t

D.4

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fd .d g n

MT FLATHEAD 917(2)

M a y

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

Turf establishment limits

PC 121+37.73

122 PCC 122+18.71

PT 1

+5.

85' VC

K = 56

SSD = 760'

Curve= BT_C_4

R= 225.00'

T= 40.94'

Curve= BT_C_5

R= 100.00'

T= 154.14'

Line to be constructed

Slope stake limits

Proposed edge of pavement

Profile grade

Existing ground

Existing groundExisting ground e= 4.0%

L= 199.06' e= 4.0%

L= 80.99'

13127

13127 concrete barrier

Removal of guardrail, 9 type 2, class A steel posts, LT

394 LNFT of Guardrail system G4, section type tangent, LT

1 EACH Terminal section type tangent, LT

1 EACH Terminal

CUYD

EXC.

CUYD

EMB.

126+00125+00124+00123+00122+00121+00

3672 3698

3674 3700

3676 3702

3678 3704

3680 3706

3682 3708

3684 3710

3686 3712

3688 3714

D.5

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fe .d g n

MT FLATHEAD 917(2)

M a y

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

95' VC

K = 84

450' VC

K = 670'

SSD = 1832'

+5.

N Curve= BT_C_6

R= 190.00'

T= 145.11'

Curve= BT_C_7

R= 800.00'

T= 85.32'

Profile grade Profile grade

Profile grade

Existing ground

Proposed edge of pavement e= 3.4%

L= 170.00' e= 4.0%

L= 247.85'

13129

13130

Existing ground section type tangent, LT

1 EACH Terminal

I n s ta ll in c h p ip e c u lv e r t

R e m o v a l o f p ip e c u lv e r t

Line to be constructed

CUYD

EXC.

CUYD

EMB.

132+00131+00130+00129+00128+00127+00126+00

3702 3728

3704 3730

3706 3732

3708 3734

3710 3736

3712 3738

3714 3740

3716 3742

3718 3744

D.6

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a ff .d g n

MT FLATHEAD 917(2)

M a y

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b

P T

P C

1 1

P C

P T

P C

+5.

50' VC

K = 76

Curve= BT_C_8

R= 500.00'

T= 173.83'

Line to be constructed

Profile grade

Existing ground

Profile grade

Existing ground

Profile grade

Existing ground e= 4.0%

L= 334.59'

13130 concrete barrier

Removal of guardrail, type 2, class A steel posts, LT

631 LNFT of Guardrail system G4, CUYD

EXC.

CUYD

EMB.

138+00137+00136+00135+00134+00133+00132+00

3740 3764

3742 3766

3744 3768

3746 3770

3748 3772

3750 3774

3752 3776

3754 3778

3756 3780

D.7

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fg .d g n

MT FLATHEAD 917(2)

M a y

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b

3820 38

P T

P C

P T

P C

+4.

75' VC

K = 54

SSD = 822

85' VC

K = 37

+4.

140' VC

K = 58

SSD = 516'

50' VC

K =64

Curve= BT_C_9

R= 350.00'

T= 128.97'

Curve= BT_C_10

R= 425.00'

T= 126.71'

Profile grade

Existing ground

Existing ground e= 4.0%

L= 247.14' e= 4.0%

L= 246.29'

Slope stake limits

(by others)

Relocate fiber optic

13132

13133 concrete barrier

Removal of guardrail, section type tangent, LT

1 EACH Terminal type 2, class A steel posts, LT

250 LNFT of Guardrail system G4, section type tangent, LT

1 EACH Terminal

I n s ta ll in c h P ip e c u lv e r t

CUYD

EXC.

CUYD

EMB.

144+00143+00142+00141+00140+00139+00138+00

3778 3804

3780 3806

3782 3808

3784 3810

3786 3812

3788 3814

3790 3816

3792 3818

3794 3820

D.8

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fh .d g n

MT FLATHEAD 917(2)

M a y

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

3865 38 703870

3870 38

P C

P T

P C

+5.

75' VC

K = 142

SSD = 2077'

250' VC

K = 73

SSD = 438'

+5.

+1.642 9%

Curve= BT_C_11

R= 450.00'

T= 54.02'

Curve= BT_C_12

R= 450.00'

T= 187.98'

Line to be constructed

Profile grade

Existing ground

Existing ground e= 4.0%

L= 107.53' e= 4.0%

L= 356.13'

(by others)

Relocate fiber optic

GPS

13134 concrete barrier

Removal of guardrail, section type tangent, LT

1 EACH Terminal

I n s ta ll in c h p ip e c u lv e r t

R e m o v a l o f p ip e c u lv e r t utility pole

Do not disturb

Turf establishment limits

145+50

4.5' LT

145+10

4.5' LT

145+10

40' LT40' LT

[1]Shoulder Stabilization, see Section H

FOOTNOTE:

Adjust limits as directed by the CO.[1]

CUYD

EXC.

CUYD

EMB.

150+00149+00148+00147+00146+00145+00144+00

3814 3834

3816 3836

3818 3838

3820 3840

3822 3842

3824 3844

3826 3846

3828 3848

3830 3850

D.9

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fi .d g n

MT FLATHEAD 917(2)

A u g u s t

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b

P T

P C

+1.642 9%

250' VC

K = 71

+5.

Curve= BT_C_12

R= 450.00'

T= 187.98'

Curve= BT_C_13

R= 390.00'

T= 80.72'

Profile grade Profile grade

Existing ground

Existing ground e= 4.0%

L= 159.20' e= 4.0%

L= 356.13'

13135

13136

Approach road 152+43

(by others)

Relocate fiber optic

Slope stake limits p la te p ip e

I n s ta ll in c h s tr u c tu r a l

R e m o v a l o f p ip e c u lv e r t

I n s ta ll in c h p ip e c u lv e r t

R e m o v a l o f p ip e c u lv e r t

CUYD

EXC.

CUYD

EMB.

156+00155+00154+00153+00152+00151+00150+00

3840 3848

3842 3850

3844 3852

3846 3854

3848 3856

3850 3858

3852 3860

3854 3862

3856 3864

D.10

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fj .d g n

MT FLATHEAD 917(2)

a y

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b

5 3890

P T

P C

P T

P C

+4.

55' VC

K =61

65' VC

K = 41

SSD = 709'

80' VC

K = 73

+5.

+4.3

70' VC

K = 55

SSD = 885'

Curve= BT_C_13

R= 390.00'

T= 80.72'

Curve= BT_C_14

R= 350.00'

T= 82.72'

Curve= BT_C_15

R= 380.00'

T= 331.51'

Profile grade

Existing ground

Existing ground e= 4.0%

L= 159.20' e= 4.0%

L= 545.19' e= 4.0%

L= 162.45'

13137

GPS

13138

CUYD

EXC.

CUYD

EMB.

162+00161+00160+00159+00158+00157+00156+00

3860 3876

3862 3878

3864 3880

3866 3882

3868 3884

3870 3886

3872 3888

3874 3890

3876 3892

D.11

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fk .d g n

MT FLATHEAD 917(2)

a y

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b

P C

P T

-1.4922%

450' VC

K = 77

SSD = 409'

Curve= BT_C_15

R= 380.00'

T= 331.51'

Curve= BT_C_16

R= 475.00'

T= 62.24'

Existing ground e= 4.0%

L= 545.19' e= 4.0%

L= 123.78'

Approach road 162+90

Approach road 163+61

Approach road 165+88

13139

I n s ta ll in c h p ip e c u lv e r t

Approach road 167+92

CUYD

EXC.

CUYD

EMB.

168+00167+00166+00165+00164+00163+00162+00

3886 3886

3888 3888

3890 3890

3892 3892

3894 3894

3896 3896

3898 3898

3900 3900

3902 3902

D.12

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fl .d g n

MT FLATHEAD 917(2)

M a y

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b

P C

0 1

P T

0 1

P C

-1.4922%

+1.610 7%-1.4922%

800' VC

K = 258

N Curve= BT_C_17

R= 285.00'

T= 112.36'

Curve= BT_C_18

R= 675.00'

T= 136.12' e= 3.6%

L= 268.63' e= 4.0%

L= 214.06'

Approach road 172+29

13140

I s ta ll in c h p ip e c u lv e r t

R e m o v a l o f p ip e c u lv e r t

I n s ta ll in c h p ip e c u lv e r t

CUYD

EXC.

CUYD

EMB.

174+00173+00172+00171+00170+00169+00168+00

3878 3878

3880 3880

3882 3882

3884 3884

3886 3886

3888 3888

3890 3890

3892 3892

3894 3894

D.13

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fm .d g n

MT FLATHEAD 917(2)

a y

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b

3890 3890

P T

P C

+1.610 7%

Curve= BT_C_18

R= 675.00'

T= 136.12'

Existing ground e= 3.6%

L= 268.63'

Approach road 176+33

Approach road 177+81

13141

I n s ta ll in c h p ip e c u lv e r t

R e m o v a l o f p ip e c u lv e r t

CUYD

EXC.

CUYD

EMB.

180+00179+00178+00177+00176+00175+00174+00

3882 3882

3884 3884

3886 3886

3888 3888

3890 3890

3892 3892

3894 3894

3896 3896

3898 3898

D.14

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fn .d g n

MT FLATHEAD 917(2)

M a y

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b

P C

P T

P C

P T

+1.644 1% 1

+0.7778%

+2.6

+1.610 7%

60' VC

K = 1800

120' VC

K = 139

SSD = 1306'

95' VC

K = 52

Curve= BT_C_19

R= 580.00'

T= 93.75'

Curve= BT_C_20

R= 360.00'

T= 129.61' Line to be constructed e= 3.8%

L= 185.89' e= 4.0%

L= 248.81'

Approach road 182+01

Approach road 181+89

GPS

13143

13142

13144

Approach road 181+07

Approach road 184+25

I n s ta ll in c h p ip e c u lv e r t

R e m o v a l o f p ip e c u lv e r t

I n s ta ll in c h p ip e c u lv e r t

Approach road 182+79

I n s ta ll in c h p ip e c u lv e r t

CUYD

EXC.

CUYD

EMB.

186+00185+00184+00183+00182+00181+00180+00

3890 3890

3892 3892

3894 3894

3896 3896

3898 3898

3900 3900

3902 3902

3904 3904

3906 3906

D.15

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fo .d g n

MT FLATHEAD 917(2)

a y

J o r g e n s

M a d a r

C h e c k e d b y

D e s ig n e d b

P C

P T

+2.6

+1.545 5%

75' VC

K = 71

SSD = 1053'

245' VC

K = 257

Curve= BT_C_21

R= 345.00'

T= 246.86'

Existing ground e= 4.0%

L= 428.54'Approach road 187+07

GPS

13145

(by others)

Relocate fiber optic

Approach road 190+98

Approach road 191+32

I n s ta ll in c h p ip e c u lv e r t

I n s ta ll in c h p ip e c u lv e r t drain as directed by CO.

Cut ditch and grade to

CUYD

EXC.

CUYD

EMB.

192+00191+00190+00189+00188+00187+00186+00

3902 3902

3904 3904

3906 3906

3908 3908

3910 3910

3912 3912

3914 3914

3916 3916

3918 3918

D.16

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fp .d g n

MT FLATHEAD 917(2)

M a y

J o r g e n s

M a d a r

C h e c k e d b y

D e s ig n e d b

3920 3920

P C

4 1

P T

+2.50 00%

+1.4030

150' VC

K = 137

SSD = 1059'

250' VC

K = 98

SSD = 546

Curve= BT_C_22

R= 725.00'

T= 147.55'

Existing ground e= 3.4%

L= 291.12'

13146

CUYD

EXC.

CUYD

EMB.

198+00197+00196+00195+00194+00193+00192+00

3914 3914

3916 3916

3918 3918

3920 3920

3922 3922

3924 3924

3926 3926

3928 3928

3930 3930

D.17

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fq .d g n

MT FLATHEAD 917(2)

p r il

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b

3925 3925

P C

P T

P C

2 2

P T

+0.2963%

-1.6531%

-1.1591%

100' VC

K = 69

105' VC

K = 54'

SSD = 606' 245' VC

K = 205

Curve= BT_C_23

R= 800.00'

T= 125.00'

Curve= BT_C_24

R= 425.00'

T= 90.21' e= 3.4%

L= 248.00' e= 4.0%

L= 177.78'

Existing ground

CPP

P CP

13148154

13147155

I n s ta ll in c h p ip e c u lv e r t

R e m o v a l o f p ip e c u lv e r t

CUYD

EXC.

CUYD

EMB.

204+00203+00202+00201+00200+00199+00198+00

3914 3914

3916 3916

3918 3918

3920 3920

3922 3922

3924 3924

3926 3926

3928 3928

3930 3930

D.18

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fr .d g n

MT FLATHEAD 917(2)

a y

M a d

C h e c k e d b y

D e s ig n e d b y

P C

6 2

P T

-0.4600%

-1.7190%

100' VC

K = 79

SSD = 907'

Curve= BT_C_25

R= 765.00'

T= 222.26'

Line to be constructed

Proposed edge of pavement

Slope stake limits

Profile grade

Existing ground e= 3.4%

L= 432.62'

13149

CUYD

EXC.

CUYD

EMB.

210+00209+00208+00207+00206+00205+00204+00

3908 3908

3910 3910

3912 3912

3914 3914

3916 3916

3918 3918

3920 3920

3922 3922

3924 3924

D.19

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fs .d g n

MT FLATHEAD 917(2)

a y

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b

P C

P T

P C

+3.6

-1.7190%

350' VC

K = 65'

Curve= BT_C_26

R= 1,040.00'

T= 201.13'

Line to be constructed

Proposed edge of pavement

Slope stake limits

Profile grade

Existing ground e= 3.0%

L= 397.36'

13150

GPS

13151

R165

Approach road 211+09 I n s ta ll in c h p ip e c u lv e r t

R e m o v a l o f p ip e c u lv e r t

CUYD

EXC.

CUYD

EMB.

216+00215+00214+00213+00212+00211+00210+00

3908 3908

3910 3910

3912 3912

3914 3914

3916 3916

3918 3918

3920 3920

3922 3922

3924 3924

D.20

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a ft .d g n

MT FLATHEAD 917(2)

a y

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

Approach road 215+04

3935 3940

P T

P C

+3.6

650' VC

K = 246

Curve= BT_C_27

R= 3,000.00'

T= 112.36'

Curve= BT_C_28

R= 5,000.00'

T= 212.24'

Proposed edge of pavement

Slope stake limits

Line to be constructed

Profile grade

Existing grade

16152 e = 2.0%

L= 224.62' e = n.c.

L= 424.23'

I n s ta ll in c h p ip e c u lv e r t

R e m o v a l o f p ip e c u lv e r t

Profile grade

Existing grade

CUYD

EXC.

CUYD

EMB.

222+00221+00220+00219+00218+00217+00216+00

3924 3944

3926 3946

3928 3948

3930 3950

3932 3952

3934 3954

3936 3956

3938 3958

3940 3960

D.21

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fu .d g n

MT FLATHEAD 917(2)

M a y

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b

P T

5 P

P C

100' VC

K = 477

SSD = 5198'

200' VC

K = 199

Curve= BT_C_29

R= 375.00'

T= 99.63' e= 4.0%

L= 194.76'

Slope stake limits

Profile grade

Existing ground

16153

I n s ta ll in c h p ip e c u lv e r t

R e m o v a l o f p ip e c u lv e r t

CUYD

EXC.

CUYD

EMB.

228+00227+00226+00225+00224+00223+00222+00

3956 3980

3958 3982

3960 3984

3962 3986

3964 3988

3966 3990

3968 3992

3970 3994

3972 3996

D.22

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fv .d g n

MT FLATHEAD 917(2)

a y

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b

P C

P T

P C

275' VC

K = 151

SSD = 730'

+5.

Curve= BT_C_31

R= 230.00'

T= 97.18' e= 4.0%

L= 183.90'

Slope stake limits

Profile grade

Existing ground

Profile grade

Existing ground

Curve= BT_C_30

R= 530.00'

T= 122.25' e= 3.8%

L= 240.30'

16154

16155

CUYD

EXC.

CUYD

EMB.

234+00233+00232+00231+00230+00229+00228+00

3994 4018

3996 4020

3998 4022

4000 4024

4002 4026

4004 4028

4006 4030

4008 4032

4010 4034

D.23

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fw .d g n

MT FLATHEAD 917(2)

p r il

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b

P T

P C

P T

P C

+5.

250' VC

K = 190

Curve= BT_C_32

R= 375.00'

T= 150.67' e= 4.0%

L= 286.54'

Profile grade

Existing ground

Slope stake limits

Curve= BT_C_33

R= 550.00'

T= 75.75' e= 3.8%

L= 150.54'

16156 Line to be constructed

I n s ta ll in c h p ip e c u lv e r t

R e m o v a l o f p ip e c u lv e r t

CUYD

EXC.

CUYD

EMB.

240+00239+00238+00237+00236+00235+00234+00

4030 4052

4032 4054

4034 4056

4036 4058

4038 4060

4040 4062

4042 4064

4044 4066

4046 4068

D.24

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fx .d g n

MT FLATHEAD 917(2)

a y

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b

P T

P C

P T

200' VC

K= 266

SSD = 1535'

Curve= BT_C_34

T= 156.45' e= n.c.

L= 312.79'

Slope stake limits

Existing ground

Profile grade

Existing ground

Profile grade

R= 5,000.00'

Existing ground

16157

CUYD

EXC.

CUYD

EMB.

246+00245+00244+00243+00242+00241+00240+00

4066 4088

4068 4090

4070 4092

4072 4094

4074 4096

4076 4098

4078 4100

4080 4102

4082 4104

D.25

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fy .d g n

MT FLATHEAD 917(2)

p r il

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

I n s ta ll in c h p ip e c u lv e r t

R e m o v a l o f p ip e c u lv e r t

0 4135

P C

0 2

P T

200' VC

K = 687

Curve= BT_C_35

T= 144.15' e= 2.8%

L= 287.13'

Slope stake limits

Profile grade

Existing ground

Profile grade

Existing ground

Profile grade

Existing ground

R= 1,300.00'

16158

16159

CUYD

EXC.

CUYD

EMB.

252+00251+00250+00249+00248+00247+00246+00

4102 4126

4104 4128

4106 4130

4108 4132

4110 4134

4112 4136

4114 4138

4116 4140

4118 4142

D.26

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fz .d g n

MT FLATHEAD 917(2)

a y

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

ELEV 4144.72

4150 4155 4160

P C

Curve= BT_C_36

R= 850.00'

T= 164.06'

Line to be constructed

Slope stake limits

Profile grade

Existing ground

Profile grade

Existing ground

Curve= BT_C_36

R= 850.00'

T= 164.06' e= 3.2%

L= 324.14'

Proposed edge of pavement

16160

Profile grade

Existing ground

CUYD

EXC.

CUYD

EMB.

257+00256+00255+00254+00253+00252+00

4138 4160

4140 4162

4142 4164

4144 4166

4146 4168

4148 4170

4150 4172

4152 4174

4154 4176

D.27

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fz a .d g n

MT FLATHEAD 917(2)

a y

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

P T

P O

200' VC

K = 166

261+00.00

MT FLATHEAD 917(2)

END PROJECT

16161

PAVEMENT TRANSITION DETAIL

Existing ground

4" Aggregate base grading D

E n d s ta ti o n

El=4200.49 (Match existing)

E=21134.706

N=49560.213

Curve= BT_C_37

R= 98.00'

T= 213.42'

Proposed edge of pavement

Profile grade Profile grade

Existing ground

100'

Use in place e= 4.0% L= 223.50'

I n s ta ll in c h p ip e c u lv e r t

R e m o v a l o f p ip e c u lv e r t

I n s ta ll in c h p ip e c u lv e r t

R e m o v a l o f p ip e c u lv e r t

Approach road 257+27

CUYD

EXC.

CUYD

EMB.

261+00260+00259+00258+00257+00

4170 4184

4172 4186

4174 4188

4176 4190

4178 4192

4180 4194

4182 4196

4184 4198

4186 4200

D.28

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fz b .d g n

MT FLATHEAD 917(2)

M a y

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

(pavement roughness type 4) aggregate size, 0.3 to < 3 million ESAL

-inch nominal maximum 4 3-inch or 2

1mix, Asphalt concrete pavement, gyratory

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

13101 58577.814 37704.921 3081.493 48°00'52.960913"N 114°14'58.724446"W 3029.8526 0.99940137 5/8" IR w/FHWA alum cap 1.

13102 58969.316 37563.694 3105.610 48°00'56.732227"N 114°15'01.146385"W 3053.9663 0.99940054 5/8" IR w/FHWA alum cap

13103 58744.671 37069.134 3126.436 48°00'54.223954"N 114°15'08.205607"W 3074.8153 0.99939933 5/8" IR w/FHWA alum cap

13104 58640.181 36488.123 3165.715 48°00'52.847177"N 114°15'16.640777"W 3114.114 0.99939734 5/8" IR w/FHWA alum cap

13105 58458.289 36154.654 3166.856 48°00'50.856167"N 114°15'21.373248"W 3115.2714 0.99939711 5/8" IR w/FHWA alum cap

13106 58425.690 35693.723 3179.085 48°00'50.259077"N 114°15'28.109799"W 3127.5168 0.99939648 5/8" IR w/FHWA alum cap

13107 58517.220 35217.351 3193.531 48°00'50.875124"N 114°15'35.183818"W 3141.9759 0.99939584 5/8" IR w/FHWA alum cap

13108 58761.530 34934.169 3211.479 48°00'53.111510"N 114°15'39.558662"W 3159.9304 0.99939517 5/8" IR w/FHWA alum cap

13109 58853.064 34547.852 3233.559 48°00'53.781401"N 114°15'45.310961"W 3182.0236 0.99939418 5/8" IR w/FHWA alum cap

13110 58880.353 34022.974 3252.237 48°00'53.735383"N 114°15'53.039717"W 3200.718 0.99939328 5/8" IR w/FHWA alum cap

13111 58797.005 33258.651 3296.327 48°00'52.455903"N 114°16'04.184142"W 3244.8375 0.99939107 5/8" IR w/FHWA alum cap

13112 59009.301 32717.155 3314.685 48°00'54.221602"N 114°16'12.322352"W 3263.2119 0.99939034 5/8" IR w/FHWA alum cap

13113 59256.583 32502.204 3322.256 48°00'56.527853"N 114°16'15.698848"W 3270.7862 0.99939018 5/8" IR w/FHWA alum cap

13114 59399.340 32041.155 3329.276 48°00'57.656813"N 114°16'22.594206"W 3277.8193 0.99938994 5/8" IR w/FHWA alum cap

13115 59681.538 31832.002 3352.762 48°01'00.310341"N 114°16'25.917049"W 3301.3086 0.99938904 5/8" IR w/FHWA alum cap

13116 59736.027 31348.494 3380.415 48°01'00.556327"N 114°16'33.063178"W 3328.978 0.99938774 5/8" IR w/FHWA alum cap

13117 59790.480 30763.958 3414.923 48°01'00.741066"N 114°16'41.692262"W 3363.5057 0.99938611 5/8" IR w/FHWA alum cap

13118 60072.173 30474.319 3447.814 48°01'03.341038"N 114°16'46.196429"W 3396.4032 0.99938476 5/8" IR w/FHWA alum cap

13119 59982.766 29796.388 3476.274 48°01'02.052495"N 114°16'56.067505"W 3424.8895 0.99938329 5/8" IR w/FHWA alum cap

13120 59996.243 29286.404 3509.437 48°01'01.878115"N 114°17'03.565551"W 3458.0722 0.9993817 5/8" IR w/FHWA alum cap

13121 59926.296 28655.953 3547.837 48°01'00.809427"N 114°17'12.756974"W 3496.4951 0.99937977 5/8" IR w/FHWA alum cap

13122 59789.186 28157.018 3578.689 48°00'59.158390"N 114°17'19.957459"W 3527.3668 0.99937816 5/8" IR w/FHWA alum cap

13123 59570.834 27815.757 3602.770 48°00'56.802215"N 114°17'24.770405"W 3551.4642 0.99937681 5/8" IR w/FHWA alum cap

13124 59560.009 27578.416 3616.938 48°00'56.552466"N 114°17'28.244443"W 3565.6388 0.99937611 5/8" IR w/FHWA alum cap

13125 59729.500 27173.237 3643.821 48°00'57.977230"N 114°17'34.344184"W 3592.5349 0.99937495 5/8" IR w/FHWA alum cap

13126 59657.415 26923.452 3658.269 48°00'57.116583"N 114°17'37.945782"W 3606.9928 0.99937418 5/8" IR w/FHWA alum cap

13127 59468.974 27097.201 3680.168 48°00'55.365613"N 114°17'35.225970"W 3628.8852 0.99937299 5/8" IR w/FHWA alum cap

13128 59347.055 27236.337 3690.027 48°00'54.248868"N 114°17'33.074073"W 3638.7409 0.99937242 5/8" IR w/FHWA alum cap

13129 59152.293 26911.823 3711.482 48°00'52.134967"N 114°17'37.662131"W 3660.209 0.99937122 5/8" IR w/FHWA alum cap

13130 58634.650 26963.070 3742.607 48°00'47.067993"N 114°17'36.444366"W 3691.3406 0.9993693 5/8" IR w/FHWA alum cap

13131 58295.459 26809.376 3765.128 48°00'43.634783"N 114°17'38.395121"W 3713.8714 0.99936793 5/8" IR w/FHWA alum cap

13132 58050.639 26567.241 3786.390 48°00'41.077561"N 114°17'41.728753"W 3735.1433 0.9993667 5/8" IR w/FHWA alum cap

13133 57695.632 26538.412 3810.163 48°00'37.563942"N 114°17'41.832506"W 3758.9228 0.99936527 5/8" IR w/FHWA alum cap

13134 57323.903 26293.871 3836.014 48°00'33.755407"N 114°17'45.087101"W 3784.787 0.99936371 5/8" IR w/FHWA alum cap

13135 56939.893 26199.676 3846.893 48°00'29.916685"N 114°17'46.124013"W 3795.6758 0.99936287 5/8" IR w/FHWA alum cap

13136 56596.217 26359.543 3855.053 48°00'26.628578"N 114°17'43.468588"W 3803.8391 0.9993622 5/8" IR w/FHWA alum cap

13137 56185.135 26410.582 3875.162 48°00'22.610922"N 114°17'42.349744"W 3823.9547 0.9993609 5/8" IR w/FHWA alum cap

13138 55926.343 26486.593 3888.624 48°00'20.108129"N 114°17'41.001461"W 3837.4199 0.99936004 5/8" IR w/FHWA alum cap

13139 55486.833 26364.947 3892.883 48°00'15.706259"N 114°17'42.391305"W 3841.6921 0.99935947 5/8" IR w/FHWA alum cap

13140 55376.581 26009.961 3887.393 48°00'14.406136"N 114°17'47.501540"W 3836.2119 0.99935962 5/8" IR w/FHWA alum cap

PROJECT : Blacktail Road DATE OF FIELD WORK :Multiple Entries DATE OF most recent adjustment : 5/2016

PROJECT UNITS : International foot COORDINATE SYSTEM : Montana SPCS SCALED AND TRANSLATED TO GROUND (see note)

EPOCH DATE : 2010.000

VERTICAL DATUM : Orthometric Elevations based on the NAVD88 GEOID12b

To convert from local ground coordinates to Montana State Plane, add the translation values 1,350,000.00 feet to the North and 770,000.00 feet to the East then multiply by the average combined scale factor of 0.999375390

M yF ile s\

Pr oj ec ts

\M on ta na

\B la ck ta il\ [B la ck ta il_ co nt ro ls he et

_V 2.

xl sx

]S he et 7-

A ug

-2

M W

D S ur ve y

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.29

SHEET

NUMBER

FLATHEAD 917(2)MT

SURVEY CONTROL

Sheet 1 of 2

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

13141 55006.777 25783.853 3885.178 48°00'10.627638"N 114°17'50.486865"W 3834.0133 0.99935941 5/8" IR w/FHWA alum cap 1.

13142 54648.391 25302.527 3893.912 48°00'06.807384"N 114°17'57.227499"W 3842.7703 0.99935867 5/8" IR w/FHWA alum cap

13143 54534.084 25061.869 3898.851 48°00'05.536231"N 114°18'00.656073"W 3847.7191 0.99935832 5/8" IR w/FHWA alum cap

13144 54382.092 24922.582 3899.225 48°00'03.955190"N 114°18'02.563129"W 3848.0997 0.99935817 5/8" IR w/FHWA alum cap

13145 54092.230 24525.519 3914.190 48°00'00.860526"N 114°18'08.128555"W 3863.0844 0.9993572 5/8" IR w/FHWA alum cap

13146 54124.842 24034.921 3923.402 48°00'00.885040"N 114°18'15.356886"W 3872.3095 0.99935676 5/8" IR w/FHWA alum cap

13147 54039.404 23670.158 3924.259 47°59'59.822969"N 114°18'20.632329"W 3873.1796 0.99935663 5/8" IR w/FHWA alum cap

13148 53870.633 23382.552 3922.066 47°59'57.986837"N 114°18'24.700413"W 3870.9997 0.99935658 5/8" IR w/FHWA alum cap

13149 53824.360 23003.950 3918.731 47°59'57.301983"N 114°18'30.214108"W 3867.6779 0.99935668 5/8" IR w/FHWA alum cap

13150 53556.469 22594.212 3910.344 47°59'54.415658"N 114°18'35.984692"W 3859.3073 0.99935684 5/8" IR w/FHWA alum cap

13151 53233.228 22321.197 3919.911 47°59'51.066950"N 114°18'39.699019"W 3868.8907 0.9993561 5/8" IR w/FHWA alum cap

16152 52776.428 22098.138 3945.739 47°59'46.433166"N 114°18'42.559667"W 3894.7351 0.99935448 5/8" IR w/FHWA alum cap

16153 52294.270 21868.225 3978.474 47°59'41.545465"N 114°18'45.497868"W 3927.4865 0.9993525 5/8" IR w/FHWA alum cap

16154 51851.033 21901.077 4009.273 47°59'37.200260"N 114°18'44.615779"W 3958.2953 0.99935067 5/8" IR w/FHWA alum cap

16155 51557.229 21752.721 4026.450 47°59'34.216912"N 114°18'46.527239"W 3975.4822 0.9993496 5/8" IR w/FHWA alum cap

16156 51241.285 21846.725 4044.102 47°59'31.162375"N 114°18'44.862868"W 3993.1374 0.99934851 5/8" IR w/FHWA alum cap

16157 50853.424 21692.096 4070.788 47°59'27.248927"N 114°18'46.781393"W 4019.8366 0.99934691 5/8" IR w/FHWA alum cap

16158 50288.114 21621.158 4102.986 47°59'21.638618"N 114°18'47.311844"W 4052.0477 0.9993449 5/8" IR w/FHWA alum cap

16159 49826.315 21590.447 4132.615 47°59'17.072082"N 114°18'47.345539"W 4081.6832 0.99934311 5/8" IR w/FHWA alum cap

16160 49281.557 21358.715 4168.060 47°59'11.566732"N 114°18'50.253335"W 4117.1446 0.99934096 5/8" IR w/FHWA alum cap

16161 49270.651 21189.013 4177.335 47°59'11.356475"N 114°18'52.732997"W 4126.4262 0.9993405 5/8" IR w/FHWA alum cap

16162 49673.183 21123.266 4208.239 47°59'15.280860"N 114°18'54.060965"W 4157.3236 0.99933935 5/8" IR w/FHWA alum cap

16163 50271.572 20936.956 4257.915 47°59'21.060999"N 114°18'57.334584"W 4206.9964 0.99933746 5/8" IR w/FHWA alum cap

16164 50456.754 20819.463 4274.999 47°59'22.813485"N 114°18'59.225552"W 4224.0804 0.99933679 5/8" IR w/FHWA alum cap

PROJECT : Blacktail Road DATE OF FIELD WORK :Multiple Entries DATE OF most recent adjustment : 5/2016

PROJECT UNITS : International foot COORDINATE SYSTEM : Montana SPCS SCALED AND TRANSLATED TO GROUND (see note)

EPOCH DATE : 2010.000

VERTICAL DATUM : Orthometric Elevations based on the NAVD88 GEOID12b

M yF ile s\

Pr oj ec ts

\M on ta na

\B la ck ta il\ [B la ck ta il_ co nt ro ls he et

_V 2.

xl sx

]S he et

2) 7-

A ug

-2

M W

D S ur ve y

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.30

SHEET

NUMBER

FLATHEAD 917(2)MT

SURVEY CONTROL

Sheet 2 of 2

STEEL POSTS

G4 W-BEAM GUARDRAIL

REFLECTOR TAB

t o e d g e

" splice bolt slot.8 1" x 132

" post bolt slot at 6'-3"2 1" x 24

" GUARDRAIL BOLT8

25"

18"

10"

" minimum8

" minimum4

4" minimum

" RECESS NUT8

" deep16 11" dia. x

" guardrail splice 4 1" x 18

3""4

9'-0"

" high (typ.)2

" x 10" guardrail post bolt8

" dia. (typ.)4

A spacing, center to center

8 required, each end of rail

Thickness

Sheet slots

Splice bolt

Neutral axis

Splice bolt slots

SECTION A-A

RAIL ELEVATION

W BEAM RAIL

L Thread Length

GUARDRAIL BOLT AND RECESS NUT

recess both sides

Hinge line of foreslope steeper than fill slope

Variable slope but not fill slope

Variable

TYPICAL GUARDRAIL CROSS SECTION

1:10 or flatter slope bolts and nuts (8 per splice)

Traffic

Lap in direction of traffic groundline at face of rail

Edge of pavement or

STANDARD POST SECTION

POST SPACING

rail as applicable ground line at face of

Edge of pavement or terminal sections approach and departure

Widening required for

Subgrade shoulder.

about

Symmetrical placed front and rear

Reflective sheeting

Reflector tab

W beam rail

SIDE FRONT

TOP

symmetry of o r g r o u n d l in e o f p a v e m e n t on terminal sections

All posts except those

Post length stamp

(STANDARD HOLE ARRANGEMENT)

STRUCTURAL SHAPE POST

beyond nut by more

Thread not to extend

BLOCK

to accommodate future overlays

Upper 2 holes for raising guardrail

Modified Block including its appearance, and accepted manufacturing practices.

those consistent with the proper functioning of the part, Dimensional tolerances not shown or implied are intended to be

Use consistent material throughout the length of guardrail run.

Modified block may be wood, plastic, or composite material.

post. Alternate reflector tab shapes are acceptable.

Install reflector tab between post bolt and rail, every fourth

POST AND BLOCK DETAIL

ALTERNATE HOLE ARRANGEMENT

POST AND BLOCK DETAIL

STANDARD HOLE ARRANGEMENT

D.31

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fz e .d g n

MT FLATHEAD 917(2)

M a y

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

"32

"16

" R16

"32

2" "4 14"4

Post spacing 6'-3"

"16 11"4

"16

"32 7 "

"16

"4 ty p

(t yp

6" (typ.)

" plain round washer4

" recess nut.8

"2 1than

" x 10" guardrail bolt8

W6 x 9

8" ty p

" x 10" guardrail8

" dia.4 ty p

" R16 15 " dia.4

NOTE:

10°

TOP

SIDE POST FACE

bolt and recess nut shown on Typical Section

Aggregate base or as hole

"16 33 "16

2'-0" (typ.)

ty p

L e n g th

D.32

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a .0 fz f.

d g n

MT FLATHEAD 917(2)

a y

J o e g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

TYPE TANGENT TERMINAL

G4 W-BEAM GUARDRAIL

See manufacturer's drawings for other details.

taper per manufacturer's recommendations.

end farther away from the edge of the shoulder, or use a

Install terminal at a 1:25 taper or flatter, to position the meets appropriate test level for the project.

manufacturer's recommendations. Ensure that terminal terminal that meets NCHRP-350 or MASH requirements per details may vary. Install a tangent G4 W-beam guardrail

Use details shown as a general guide since manufacturer's (ft)

3 (> 45 mph)

2 (≤ 45 mph)

37.5 or 50

ELEVATION

PLAN

TEST LEVEL

(min.)

Taper Length post section

Standard

Pay limits terminal section type tangent

Guardrail system G4

Pay limits

Length of Need fl a tt e r o r embankment

Edge of widened the standard post section.

face of the last two post blocks in

Tangent line projected from the according to manufacturer's recommendations

Install a reflectorized object marker

NOTE:

10' m in m in

APPROACH ROAD

TABULATION OF

FOOTNOTE:

Unit conversion is 1.94 TON/CUYD.[2]

Unit conversion is 1.97 TON/CUYD. [1]

E.1

STATE PROJECT

NUMBER

SHEET

S S u r ft m y fi le s p w p r o d u c ti o n d m t-a e a .d g n

MT FLATHEAD 917(2)

M a y

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b

NOTE:

1. Adjust points to meet field conditions as directed by the CO.

E.2

STATE PROJECT

NUMBER

SHEET

S S u r ft m y fi le s p w p r o d u c ti o n d m t-a e b .d g n

MT FLATHEAD 917(2)

A p r il

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

LAYOUT INFORMATION

APPROACH ROAD

Approach length c o n s tr u c ti o n

E d g e o f a p p r o a c h

Edge of shoulder approach road

Profile of existing of Highway

Edge of pavement intersecting mainline (P1)

Road approach centerline

Angle point (P2)

P6P4 road approach (P3)

Match existing

EXISTING APPROACH ROAD

TYPICAL CONNECTION TO

PLAN

TYPICAL APPROACH ROAD

Match existing

19' (Typ.)

4" compacted depth

Aggregate base grading D, 4" compacted depth

Aggregate base grading D,

3. Construct the cross slope of each approach to drain.

with adjacent roadway construction.

2. Construct side-slopes of finished approaches to be compatible field conditions as approved by the CO.

alignment of new approach is at an angle. Adjust radii to meet

1. Continue approach radius as required if connection to existing

Tack coat (between pavement lifts)

Leveling course

Aggregate base grading D, compacted depth, placed in two equal lifts

(pavement roughness type 4), 3-inch aggregate size, 0.3 to <3 million ESAL

-inch nominal maximum 4 3-inch or 2

Asphalt concrete pavement, gyratory mix, Edge of pavement

DETAILS

APPROACH ROAD

w idth

Approach

T y p

E.3

STATE PROJECT

NUMBER

SHEET

S S u r ft m y fi le s p w p r o d u c ti o n d m t-a e c .d g n

MT FLATHEAD 917(2)

M a y

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b

EROSION CONTROL

TABULATION OF

F.1

STATE PROJECT

NUMBER

SHEET

U A

N T

B m y fi le s p w p r o d u c ti o n d m t-a d a .d g n

MT FLATHEAD 917(2)

M a y

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

Adjust locations to fit filed conditions as directed by the CO.1.

0 3

3805 3810

BEGIN PROJECT

111+93.00

LEGEND:

Slope stake limits

F.2

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a d b .d g n

MT FLATHEAD 917(2)

M a y

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

111+93 to 140+00

EROSION CONTROL

Flow arrow

Install rolled erosion control product, type 4

Install soil erosion control, check dam (fiber roll)

Install soil erosion control, check dam (filter rock)

Install soil erosion control, fiber roll

20 3820

9 1

Slope stake limits

F.3

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a d c .d g n

MT FLATHEAD 917(2)

M a y

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

140+00 to 173+00

EROSION CONTROL

3 1

4 1

173+00 to 203+00

EROSION CONTROL

Slope stake limits

F.4

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a d d .d g n

MT FLATHEAD 917(2)

M a r c h

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b

3910 3910

7 2

4 2

1 2

203+00 to 234+00

EROSION CONTROL

Slope stake limits

F.5

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a d e .d g n

MT FLATHEAD 917(2)

M a r c h

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

0 4085

0 2

5 4150

N N

234+00 to 261+00

EROSION CONTROL

Slope stake limits

261+00.00

END PROJECT

F.6

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a d f.

d g n

MT FLATHEAD 917(2)

M a y

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

Se e N ote

NO SCALE

Adjust check dam spacing based on site-specific conditions.

around the ends of the fiber roll.

Provide sufficient length to prevent water from flowing

Drive stakes into undisturbed soil of trench bottom.

stakes. Drive stakes at each end of the fiber roll and at

Install check dams in ditches perpendicular to the flowline.

installation.

Repair all rills or gullies and properly compact prior to functional requirements of the check dam device.

gravel bags as approved by the CO, to meet the

Construct check dams from fiber rolls, filter rock, or

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

W157-15

MODERATE GRADES

CHECK DAM

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

F.7

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FLATHEAD 917(2) MT

U S

C c m y fi le s p w p r o d u c ti o n d m t-a d g .d g n

M a y

CROSS SECTION

V-DITCH

CROSS SECTION

FLAT-BOTTOM DTICH

CROSS SECTION

STAKING DETAIL

FIBER ROLL

PLAN

are similar for flat-bottom ditches

Check dam installation details

V-ditch design shown.

Flow line the ends. See Note 6 to prevent flow around

Curve ends upstream

Filter rock

FIBER ROLL CHECK DAM

See Note 5

NOTE:

FILTER ROCK CHECK DAM

uphill side of fiber roll trench material on

Place excavated

Flow

F lo w

Trench 2" (min.)

m in

Fiber roll 9" Ø (min.)

Trench 2" (min.)

-inch wood 8 1-inch x 18

1Stake fiber rolls in place with 1

Expose stakes 2-inches (min.) above top of fiber roll.

2-foot (max.) spacing.

m in

"6 m in

NO SCALE

STAKES REQUIRED

for each roll

Stakes required

Fiber roll length

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

disturbed areas

Runoff from

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

FIBER ROLL STAKING DETAIL

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

Existing ground (typ.)

Fiber roll

Flow direction

Slope

Direction of runof f from distur bed area s

Fiber roll ff o n ur f o n oi t c er i

D along contours

Install fiber rolls

Fiber roll

Slope

Fi ll slo pe

Direction of runoff ground

Existing soil to match ground level

Backfilled and compacted

Flow larger than fiber roll wood stakes. See Note 2.

Pay lim its

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

permanent installations. Do not crush fiber roll while staking.

roll is secure to slope. Live stakes may be used for and install fiber rolls

Step 1: Excavate trench Step 2: Backfill soil against fiber rolls

DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FIBER ROLL

(FT)

W157-21

2" (min.) Excavate trench 2"

1" x 1" or 1" Ø ove rlap

12" (m in.)

t o m in m in

1" x 1" Wood stake as specified in plans

3' min. or

3' (min.)

Drive stakes at each end and at 4-foot spacing until fiber fiber roll and space stakes at 4-foot max.

6-inches from fiber roll end angles towards the adjacent

Overlap fiber rolls 12-inch minimum. Drive stakes at

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

F.8

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FLARHEAD 917(2) MT

U S

C c m y fi le s p w p r o d u c ti o n d m t-a d h .d g n

M a y

Erosion control blanket

Flow edge overlap see N ote 1

S tap le sp acin g

Staples @

Se e

Not e

Pr ev ai lin g wi nd

REVISED: 10/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

W629-1

PRODUCT ON SLOPES

ROLLED EROSION CONTROL

12" spacing

6" overlap

6" (m in.)

4" (min.)

' (m ax.) c-c

12" (max.) c-c

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

F.9

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FLATHEAD 917(2) MT

U S

C c m y fi le s p w p r o d u c ti o n d m t-a d i.

d g n

M a r c h

Overlap in the direction of the prevailing wind.

recommendations.

Install staples according to the manufacturer's

Staple (typ.)

Shingle splice, see Detail C of slope, see Detail A

Anchor trench at top

Staple

Compacted native soil control blanket

Erosion

Compacted native soil

Toe of slope

PERSPECTIVE VIEW

SHINGLE SPLICE

DETAIL C

AT TOE OF SLOPE

ANCHOR TRENCH

DETAIL B

Blanket edge

Blanket ends

Slope stake

AT TOP OF SLOPE

ANCHOR TRENCH

DETAIL A

NOTE:

of slope, see Detail B

Anchor trench at toe

Erosion control blanket

6 x 6" Trench

12" spacing

Water surface elevation

OPTION B

OPTION A

OPTION C

OPTION D

Existing ground

Sandbag (typ.)

Concr…

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