Plan_Sheets_(R).pdf

B. STOKES

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 b .d g n

MT DOT 569(3)

A

M

J a n u a r y

K

H a r r is o n

M il le r

C h e c k e d b y

D e s ig n e d b y

CP GPS

JH

BH

TP

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

E

RIP

G G

W W

DI

T

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 SYMBOLS3

P

A u g u s t

U

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

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.3 DOT 569(3) MT

DI

T

NO SCALE

- no symbol -wall face

N

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EW

ER

EQ or eq.

EP

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)

HW

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

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

ID

joint inside diameter

LW

lt. or LT

Ls

LPSM

long.

LNFT

lat.

lam.

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

NC

N normal crown north

OG

OD

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

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.

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

Ts

TS

thd.

TBM

T.

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.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

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

NOTE:

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.

AH

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

BP

BM

BK

ctrs.

CS

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, EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut

CL

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

VICINITY MAP

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 d .d g n

MT DOT 569(3)

O c to b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

SCALE IN MILES

1 1

DEERLODGE NATIONAL FOREST

(Administered by Beaverhead National Forest)

MOUNT HAGGIN STATE

WILDLIFE MANAGEMENT AREA

DEEP LODGE CO

SILV

ER BO

W

CO

5 4

1 6 5 4 3 2 1

36353431

29 28 27 26 25

23222120

18 17

15 14 13

12111098

29 28 27 26 25

20 21 22 23

12111098

15 14 13

BEGIN PROJECT

END PROJECT569

T o A n a co n d a

DEERLODGE NATIONAL FOREST

STATE WILDLIFE MANAGEMENT AREA

m ile s m ile s

To W is e

R iv er

495+00.00

MT DOT 569(3)

314+75.00

MT DOT 569(3)

ai nrofilaC keerC ainrofilaC el tt iL ainrofilaC k e er

Celt tiL na ci remA ke er

C k ee rC

Ca lifo rn ia

Creek

S ix m ile

C re e k O re g o n C re e k

CONTINENTAL

DIVID

E

Mountain

Sugarloaf

C O

N T I N

E N

T A

L D I V I D

E

Mountain

Grassy

M

IL

L

C R E E

K

R O

A D nacire mA keerC

Fr en ch

T03N, R12W T03N, R11W

Sheet and Description

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION J SECTION K SECTION L

TYPICAL

SECTIONS

PLAN &

PROFILE

APPROACH

ROADS

BRIDGE

CONSTRUCTION

DETAILS

EROSION

CONTROL DRAINAGE WALL

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 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION

CHANNEL (American Creek) LPSM All ALL

A0140 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION

CHANNEL (Oregon Creek) LPSM All ALL

A0160 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION

CHANNEL (California Creek) LPSM All ALL

A0180 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 2,202 48 2,250

A0200 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 26,776 224 27,000

A0220 15705-1600 SOIL EROSION CONTROL, ABSORBENT BOOM LNFT 200 200

A0240 20101-0000 CLEARING AND GRUBBING ACRE 28.3 0.7 29.0

A0260 20301-0700 REMOVAL OF DELINEATOR EACH 10 10

A0280 20301-2400 REMOVAL OF SIGN EACH 1 1

A0300 20302-0700 REMOVAL OF FENCE LNFT 2,379 71 2,450

A0320 20304-2000 REMOVAL OF BRIDGE LPSM All ALL

A0340 20310-1000 PLUG, EXISTING PIPE EACH 1 1

A0360 20401-0000 ROADWAY EXCAVATION CUYD 20,162 838 21,000

A0380 20402-0000 SUBEXCAVATION CUYD 533 27 560

A0400 20403-0000 UNCLASSIFIED BORROW CUYD 21,721 279 22,000

A0420 20701-0300 SEPARATION-STABILIZATION GEOTEXTILE, CLASS

1, TYPE C SQYD 30,736 364 31,100

A0440 20703-2000 GEOGRID, STABILIZATION SQYD 4,750 50 4,800

A0460 20801-0000 STRUCTURE EXCAVATION CUYD 140 140 Contract Quantity

A0480 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3 CUYD 1,188 161 51 1,400

A0500 25501-1000 MECHANICALLY STABILIZED EARTH WALL, WELDED Contract Quantity

WIRE FACE SQFT 7,722 7,722

A0540 30101-2000 AGGREGATE BASE GRADING D TON 45,902 598 46,500

A0560 30202-1000 ROADWAY AGGREGATE, METHOD 1 TON 481 119 600

A0580 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX,

1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION ESAL TON 8,585 115 8,700

A0640 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 87 87

A0660 40301-0200 ASPHALT CONCRETE PAVEMENT, TYPE 2 TON 210 30 240

A0680 41201-0000 TACK COAT TON 23 23

A0700 55101-2200 STEEL PIPE PILE, IN PLACE (18" diameter x

3/4") LNFT 660 660

MileStone: 100% Date Completed: 01/03/19 Report Date: 01/03/19

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

3-

Ja n-

:1

PM

Remarks and/or Determination of

Estimated Quantity Pay Item Description Unit

Estimated Quantities c:

\m yf ile s\ pw

_p ro du ct io n\ d0 m t-

3_ ba .x ls m

]S he et

STATE PROJECT

B.1DOT 569(3)MT

SHEET

NUMBER

TYPICAL

SECTIONS

PLAN &

PROFILE

APPROACH

ROADS

BRIDGE

CONSTRUCTION

DETAILS

EROSION

CONTROL DRAINAGE WALL

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0720 55104-1000 DYNAMIC PILE LOAD TEST EACH 2 2

A0740 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) CUYD 78 78 Contract Quantity

A0760 55302-3700 PRECAST, PRESTRESSED CONCRETE DECKED BULB Contract Quantity

TEE GIRDER (46") LNFT 491 491

A0780 55401-1000 REINFORCING STEEL LB 4,300 4,300 Contract Quantity

A0800 55401-2000 REINFORCING STEEL, EPOXY COATED LB 4,500 4,500 Contract Quantity

A0820 55601-1100 BRIDGE RAILING, STEEL, TWO RAIL (MDT W740) LNFT 162 162 Contract Quantity

A0840 56401-1000 BEARING DEVICE, ELASTOMERIC EACH 12 12 Contract Quantity

A0860 60201-0600 18-INCH PIPE CULVERT LNFT 26 4 30

A0880 60201-0800 24-INCH PIPE CULVERT LNFT 586 64 650

A0900 60201-0900 30-INCH PIPE CULVERT LNFT 38 6 44

A0920 60201-2300 120-INCH PIPE CULVERT LNFT 160 10 170

A0940 60220-4450 14 FEET SPAN, 8 FEET RISE PRECAST REINFORCED

CONCRETE BOX CULVERT (headwalls and wingwalls) LNFT 106 106

A0960 60704-0000 CLEANING CULVERT IN PLACE EACH 16 16

A0980 61701-1150 GUARDRAIL SYSTEM G3 (type 2, class A, steel posts) LNFT 1,170 1,170

A1000 61702-1100 TERMINAL SECTION, TYPE G3 EACH 6 6

A1020 61707-0000 STRUCTURE TRANSITION RAILING LNFT 205 205 Contract Quantity

A1040 61901-0000 FENCE LNFT 2,583 67 2,650

A1060 61901-0000 FENCE (temporary) LNFT 2,851 49 2,900

A1080 62101-0000 MONUMENT EACH 3 3

A1100 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40 40

A1120 62201-0600 BACKHOE LOADER, 8 CUBIC FOOT MINIMUM RATED

CAPACITY BUCKET, 30-INCH WIDTH HOUR 40 40

A1140 62301-0000 GENERAL LABOR HOUR 60 60

A1160 62402-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH ACRE 6.7 0.3 7.0

A1180 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH ACRE 4.9 4.9

A1200 62501-0000 TURF ESTABLISHMENT ACRE 11.6 0.6 12.2

A1220 62901-1300 ROLLED EROSION CONTROL PRODUCT, TYPE 5.B SQYD 1,272 28 1,300

A1240 63302-0000 SIGN SYSTEM SQFT 6 6 12

A1260 63309-0000 DELINEATOR (Design A) EACH 55 5 60

A1280 63309-0000 DELINEATOR (Design F) EACH 15 5 20

A1300 63313-0000 RUMBLE STRIP LNFT 18,025 90 18,115

A1320 63316-1000 REMOVE AND RESET SIGN EACH 6 6

A1340 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (yellow) LNFT 53,480 120 53,600

A1360 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (white) LNFT 71,310 90 71,400

A1380 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN (yellow) LNFT 13,640 60 13,700

A1400 63401-0450 PAVEMENT MARKINGS, TYPE B, DOTTED (white) LNFT 710 10 720

3- Ja n-

:1

PM

MileStone: 100% Date Completed: 01/03/19 Report Date: 01/03/19 c:

\m yf ile s\ pw

_p ro du ct io n\ d0 m t-

3_ ba .x ls m

]S he et

2)

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 569(3)MT

TYPICAL

SECTIONS

PLAN &

PROFILE

APPROACH

ROADS

BRIDGE

CONSTRUCTION

DETAILS

EROSION

CONTROL DRAINAGE WALL

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A1420 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 4 4

A1440 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER EACH 235 235

A1460 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT

TYPE B EACH 75 75

A1480 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION EACH 2 2

A1500 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL

SYSTEM EACH 1 1

A1520 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

(pinned) LNFT 600 600

A1540 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE LNFT 3,880 80 3,960

A1560 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 332 48 380

A1580 63505-1500 TEMPORARY TRAFFIC CONTROL, VEHICLE

POSITIONING GUIDES MILE 6.8 6.8

A1600 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 4,800 4,800

A1620 64703-6000 MITIGATION, FISH PASSAGE BOULDER EACH 20 4 24

A1640 64704-1000 MITIGATION, STREAMBED MATERIAL CUYD 431 44 475

A1660 64704-1700 MITIGATION, BANK STABILIZATION CUYD 2,284 46 2,330

A1680 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION 01 LPSM All ALL

3- Ja n-

:1

PM

MileStone: 100% Date Completed: 01/03/19 Report Date: 01/03/19 c:

\m yf ile s\ pw

_p ro du ct io n\ d0 m t-

3_ ba .x ls m

]S he et

3)

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.3DOT 569(3)MT

ROUNDING DETAIL

CUT SLOPE

NO SCALE

FOOTNOTE:

CONNECTION DETAIL

SAFETY EDGE DETAIL

Refer to Clearing Limit Report for location and offsets.[2]

Saw cut vertically according to FP-14 Section 203.[1]

QUANTITIES

TYPICAL SECTION

TABULATION OF

C.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-c a .d g n

MT DOT 569(3)

D e c e m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

Existing surface pavement structure

See Sheet C.2 for

Saw cut elevation and cross slope

Match existing pavement

Edge of existing pavement pavement surface

Existing structure dimensions for pavement

Profile, see Typical Section [1]

ROUNDING DETAIL

FILL SLOPE

5'5'

0.25 Ø

D

D

D4

T o e o f fi ll

Top of cut

Existing ground

[1]

Va ria ble

1:4 (typ.)

Aggregate base, grading D

Aggregate base, grading D

T o p o f

C u t

5'5'

(typ.)

(typ.)

495+00.00

314+75.00

C le a r in g l im it

C le a r in g l

3" compacted depth, place in two equal lifts, tack coat between lifts

0.3 to <3 million ESAL (type III pavement roughness), " nominal maximum aggregate size,4 3" or 2

Asphalt concrete pavement, gyratory mix, NO SCALE

[1]Slope

TYPICAL SECTION

1:4

1:20

L it s

C o n s tr u c ti

[5]

[1]Slope

[2]

C o n s tr u c ti o n L im it s

C o n s tr u c ti o n L im it s it s

C o n s tr u c ti

[2

1:20[2]

[2]

FOOTNOTE:

[2]

L im it s

C o n s tr u c ti o n

[2]

C o n s tr u c ti o n L im it s

MT 569/MILL CREEK ROAD

L im it s

C o n s tr u c ti o n

[2]

386+56.11 TO 495+00.00

314+75.00 TO 385+73.11

SHEET 1 OF 3

TYPICAL SECTION

C.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-c b .d g n

MT DOT 569(3)

S e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

See sheet C.1 for location.[7]

Refer to Clearing Limit Report for location and offset.[6]

Refer to Staking Report Data Listing for station limits.[5]

Turf establishment[4] topsoil, 4-inch depth.

Placing conserved topsoil, 4-inch depth or furnishing and placing [3]

Construct slopes as shown in the Staking Report Data Listing.[2]

Superelevate roadway as indicated in the Staking Report Data Listing.[1]

[2

C o n s tr u c ti o n L im it s

1:4

LC

Travel lane

1:4

Profile grade

Existing ground

12" compacted depth

Aggregate base, grading D, Foreslope

1' 12'

1:4

Travel lane Foreslope

12' 1'

1:4

Foreslope 5'6'10'Variable5'

Existing ground

T o e o f fi ll

Existing ground

5'Variable

T o e o f fi ll

5'

Existing ground

L im it s

C le a r in g

5' 5'Variable10'6'5'

T o p o f c u t

[3][4]

Foreslope

1:2

1:4

Foreslope

1:4

Clear zone Clear zone

1:4

[3][4]

L im it s

C le a r in g ground Existing

Clear zone

Existing ground

Clear zone

T o e o f fi ll

Clear zone

18'

18'18'

C le a r in g L im it s

1:4

Foreslope

Variable 5' Clear zone

18' c u t

T o p f u t

T o p o f c u t

T o p o f

Variable

L im it s

C le a r in g

(typ.)

L im it s

C le a r in g

(typ.)

Existing ground

(typ.) Shld Shld (typ.)

(typ.)

L im it s

C le a r in g

(typ.)

[3][4]

[3][4][3][4]

5' Variable

C le a r in g L im it s

Variable

5'

(typ.)

3" compacted depth, place in two equal lifts, tack coat between lifts

0.3 to <3 million ESAL (type III pavement roughness), " nominal maximum aggregate size,4 3" or 2

Asphalt concrete pavement, gyratory mix, 1:4

1:4

[4][3]

[4][3]

5' Variable

18'

5'

1' 1'

See Sheet C.1 for details

Saftey Edge Detail (typ.), See Sheet C.1 for details

Saftey Edge Detail (typ.), See Sheet D.1 for locations

Guardrail system G3, 18'

1' 0.75' 2' 2.5'

5'Variable

1:

Existing ground

T o e o f fi ll[

(typ.)

[3][4]

C le a r in g L im it s

See Sheet D.1 for locations

Guardrail system G3, 1'0.75'2'2.5'

5' Variable

Foreslope Foreslope

[7]class 1, type C

Seperation-stablization geotextile, 1:20 it s

C o n s tr u c ti

[2]

C o n s tr u c ti o n L im it s

FOOTNOTE:

MT 569/MILL CREEK ROAD

L im it s

C o n s tr u c ti o n

[2]

[1] Slope

[1] Slope

462+00 TO 466+30 RT

405+48 TO 411+06 RT

[2

C o n s tr u c ti o n L im it s

[2]

TYPICAL SECTION

SHEET 2 OF 3 See sheet C.1 for location.[7]

Refer to Clearing Limit Report for location and offset.[6]

Refer to Staking Report Data Listing for station limits.[5]

Turf establishment[4] topsoil, 4-inch depth.

Placing conserved topsoil, 4-inch depth or furnishing and placing[3]

Construct slopes as shown in the Staking Report Data Listing.[2]

Superelevate roadway as indicated in the Staking Report Data Listing.[1]

ALIGNMENT: MAIN01

TYPICAL SECTION

C.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-c c .d g n

MT DOT 569(3)

a n u a r y

K

H a r r is o n

K

M il le r

C h e c k e d b y

D e s ig n e d b y

1:4

Existing ground

Foreslope

5'6'10'Variable5'

T o e o f fi ll

[3][4]

Foreslope

Clear zone

Clear zone

C le a r in g L im

Foreslope

Variable 5' Clear zone

18' c u t

T o p f u t

T o p o f

L im it s

C le a r in g

(typ.)

L im it s

C le a r in g

(typ.)

Existing ground

(typ.)

Variable

1:4

[4][3]

5'

LC

Profile grade

See Sheet C.1 for details

Safety Edge Detail (typ.), 1:4

1:4

1:4

1:4

See Sheet C.1 for details

Safety Edge Detail (typ.), 12" compacted depth

Aggregate base, grading D, 1' 12'12'1'

Travel lane Travel laneShld Shld

Existing ground

Existing ground

5' 5' 5'

Foreslope

C le a r in g L im

T e o f fi ll

Clear zone

1'

Variable

18'

[4] [3]

Variable

18'

[4] [3]

18'

[7]stabilization

Geogrid, [7]class 1, type C

Seperation-stablization geotextile, Embankment

Embankment tack coat between lifts

3" compacted depth, place in two equal lifts,

0.3 to <3 million ESAL (type III pavement roughness), " nominal maximum aggregate size,4 3" or 2

Asphalt concrete pavement, gyratory mix, FOOTNOTE:

MT 569/MILL CREEK ROAD

[1]Slope [1]Slope

C o n s tr u c ti o n L im it s

[2

[2]

477+40 TO 483+98

C o n s tr u c ti o n L im it s

SHEET 3 OF 3

TYPICAL SECTION

C.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-c d .d g n

MT DOT 569(3)

S e p te m b e r

K

H a r r is o n

K

M il le r

C h e c k e d b y

D e s ig n e d b y

ALIGNMENT: MAIN01

TYPICAL SECTION

See sheet C.1 for location.[7]

Refer to Clearing Limit Report for location and offset.[6]

Refer to Staking Report Data Listing for station limits.[5]

Turf establishment[4] topsoil, 4-inch depth.

Placing conserved topsoil, 4-inch depth or furnishing and placing[3]

Construct slopes as shown in the Staking Report Data Listing.[2]

Listing.

Superelevate roadway as indicated in the Staking Report Data[1]

1:4

LC

Travel lane

Profile grade

12" compacted depth

Aggregate base, grading D, 1' 12'

1:4

Travel lane

12' 1'

1:4

Existing ground Existing ground

T o e o f fi ll

5'

Foreslope

1:4

Shld Shld

3" compacted depth, place in two equal lifts, tack coat between lifts

0.3 to <3 million ESAL (type III pavement roughness), " nominal maximum aggregate size,4 3" or 2

Asphalt concrete pavement, gyratory mix, See Sheet C.1 for details

Safety Edge Detail (typ.), See Sheet C.1 for details

Safety Edge Detail (typ.), Variable5'

Foreslope

1'

C le a r in g L im it s

[4][3]

18'

Clear Zone

T o e o f fi ll

C le a r in g L im it s

Variable

18'

[4][3]

Clear Zone

1'

[7]geotextile, class 1, type C

Seperation-stablization

[7]Geogrid, stabilization

[7]class 1, type C

Seperation-stablization geotextile, [7]Geogrid, stabilization Embankment

Embankment

SUBEXCAVATION DETAILS

[1]Slope [1]Slope

FOOTNOTE:

[2]

MT 569/MILL CREEK ROAD

SUBEXCAVATION TYPICAL SECTION

See sheet C.1 for location.[2]

Listing.

Superelevate roadway as indicated in the Staking Report Data [1]

C.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-c e .d g n

MT DOT 569(3)

S e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

ALIGNMENT: MAIN01

PROFILE

1:4

LC

Travel lane

Profile grade

12" compacted depth

Aggregate base, grading D, 1' 12'

1:4

Travel lane Foreslope

12' 1' 5'

Foreslope Shld Shld

5'

NOTE:

Geogrid, stabilization to existing ground details

See sheet C.2 for connection connection to existing ground details

See sheet C.2 for

Select borrow

TRANSITION RAMP DETAIL

Proposed surface

Excavation limits

Subexcavation

Limits

Transition ramp Transition ramp

Existing ground

3" compacted depth, place in two equal lifts, tack coat between lifts

0.3 to <3 million ESAL (type III pavement roughness), " nominal maximum aggregate size,4 3" or 2

Asphalt concrete pavement, gyratory mix, Existing ground

Proposed surface class 1, type C

Seperation-stablization geotextile, See Sheet C.1 for details

Safety Edge Detail (typ.), See Sheet C.1 for details

Safety Edge Detail (typ.), the CO.

not construct slopes steeper than 1:2 unless approved by slope adjustments to match the subgrade hinge point. Do

At daylight locations, match the existing fill slope or make roadway cross slope when steeper than 2%.

toward the daylight for drainage, or match the existing subgrade hinge point. Slope the excavation bottom 2%

Daylight to drain when the excavation is within 4 ft of the

2.

1.

material

Conserved suitablematerial

Conserved suitable

QUANTITIES

PLAN AND PROFILE

TABULATION OF

FOOTNOTE:

See Section I for details.[1]

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-fa .d g n

MT DOT 569(3)

a n u a r y

H a r r is

M il

C h e c k e d b y

D e s ig n e d b

GPS

F4909

CP

E4909

6225 6230

SG17-01

BH

P O

T

.1

,2

.7

+3.5

3%

+3.8

0%200' VC

K = 695

,2

.4

+3.8

0%

+0.5000%

600' VC

K = 182

SSD = 627'

N

NOTE:

1. See Sheet C.1 for connection detail.

325+00322+50320+00317+50315+00312+50

6200 6230

6205 6235

6210 6240

6215 6245

6220 6250

6225 6255

6230 6260

6235 6265

6240 6270

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-fb .d g

MT DOT 569(3)

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

MILL CREEK ROADMT 569 /

T03N, R12W, Section 36 a n u a r y

BEGIN PROJECT

Line to be constructed Slopes stake limits

Slopes stake limits

Existing ground

Profile grade

Profile grade

Existing ground

El=6218.84

E=1071735.55

N=645336.14

Clearing limits

Clearing limits

314+75.00(MAIN01)

MT DOT 569(3)

344 CUYD (Embankment)

2,063 CUYD (Excavation)

307 CUYD (Topsoil Excavation)

CP

16101

16102

P C

.6

,2

.7

8+0.5000%

+1.500 0%

250' VC

K = 250

+0.5000%

N

MT 56

9 / M

ILL C

REEK ROAD

S e e S e c ti o n H f o r d e ta il s

C le a n in g c u lv e r t in p la c e in c h p ip e c u lv e r t, e x te n d

S e e S e c ti o n H f o r d e ta il s

C le a n in g c u lv e r t in p la c e in c h p ip e c u lv e r t, e x te n d

340+00337+50335+00332+50330+00327+50325+00

6235 6235

6240 6240

6245 6245

6250 6250

6255 6255

6260 6260

6265 6265

6270 6270

6275 6275

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-fc .d g

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

Curve= C1001

D

R= 1,900.00'

T= 625.36'

L= 1,208.28' e=0.050

S e e S h e e t

H .1 f o r d e ta il s in c h p ip e c u lv e r t.

T03N, R12W, Section 36 a n u a r y

Line to be constructed

Existing ground

Profile grade

Slope stake limits

Slope stake limits

Cleaning culvert in place

334+99

Cleaning culvert in place

336+94

Clearing limits

Clearing limits

491 CUYD (Embankment)

4,340 CUYD (Excavation)

NOTE:

Temporary Construction Easement location and details.

See Section N for Right-of-Way and1.

24-inch pipe culvert

325+05

Protect monument See sheet M.1 for details

Temporary traffic contol, plastic fence, 336+00 to 339+15 LT

606 CUYD (Topsoil Excavation)

IR

CP

16103

GPS

A4909

5 6270

S G

B H

P T

.9

,2

.0

+1.500 0%

+0.8000%

500' VC

K = 714

SSD = 1791'

+0.8000%

+0.8000%

N

MT 569 / MILL CREEK ROAD

S e e S e c ti o n H f o r d e ta il s

C le a n in g c u lv e r t in p la c e in c h p ip e c u lv e r t, e x te n d

S e e S e c ti o n H f o r d e ta il s

C le a n in g c u lv e r t in p la c e in c h p ip e c u lv e r t, e x te n d

S e e S e c ti o n H f o r d e ta il s

C le a n in g c u lv e r t in p la c e in c h p ip e c u lv e r t, e x te n d

355+00352+50350+00347+50345+00342+50340+00

6245 6245

6250 6250

6255 6255

6260 6260

6265 6265

6270 6270

6275 6275

6280 6280

6285 6285

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-fd .d g

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

T

N , R

W , S e c tio n

T

N , R

W , S e c tio n a n u a r y

Line to be constructed

Slope stake limits

Slope stake limits

Existing ground

Profile grade

Cleaning culvert in place

343+15

Cleaning culvert in place

346+90

Cleaning culvert in place

351+74

Clearing limits

Clearing limits

544 CUYD (Embankment)

3,300 CUYD (Excavation)

NOTE:

Temporary Construction Easement location and details.

See Section N for Right-of-Way and1.

Protect monument

Protect monument

369 CUYD (Topsoil Excavation)

GPS

16104

CP

16105

CP

16106

S G

B H

P C

.7

,2

.3

-3.8000%

530' VC

K = 115

SSD = 499'

,2

.7

-3.8000% +3.3

830' VC

K = 116

-3.8000%

+3.3

N

MT 569

/ MILL

CREEK ROAD

S e e S e c ti o n H f o r d e ta il s

C le a n in g c u lv e r t in p la c e in c h p ip e c u lv e r t, e x te n d

370+00367+50365+00362+50360+00357+50355+00

6240 6240

6245 6245

6250 6250

6255 6255

6260 6260

6265 6265

6270 6270

6275 6275

6280 6280

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-fe .d g

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

Curve= C1002

D

R= 2,850.00'

T= 668.10'

L= 1,312.51' e=0.040

T0 3N R

W S ec ti on

T0 3N R

W S ec ti on a n u a r y

S e e S e c ti o n H f o r d e ta il s b o x c u lv e r t, p r e c a s t r e in fo r c e d c o n c r e te f e e t s p a n f e e t r is

Line to be constructed

Slope stake limits

Slope stake limits , R

T

L T

, R

T

, L

T

Cleaning culvert in place

366+48

Profile grade

Existing ground

Clearing limits

Clearing limits

See Section H for details concrete box culvert precaste reinforced

14 feet span, 8 feet rise

360+19

See Section H for details

Method B, Class 3

Placed riprap, See Section M for details

Fence (temporary)

40 CUYD (Embankment) 4,274 CUYD (Embankment) 294 CUYD (Embankment)

3,664 CUYD (Excavation)

NOTE:

Temporary Construction Easement location and details.

See Section N for Right-of-Way and1.

Protect monument

Protect monument

430 CUYD (Topsoil Excavation)

16107

P T

.2

,2

.2

+3.3

% -4.1192%

860' VC

K = 115

SSD = 498'

-4.1192%

N

MT 569 / MILL CREEK ROAD

S e e S e c ti o n H f o r d e ta il s

C le a n in g c u lv e r t in p la c e in c h p ip e c u lv e r t, e x te n d

380+00377+50375+00372+50370+00

6260 6260

6265 6265

6270 6270

6275 6275

6280 6280

6285 6285

6290 6290

6295 6295

6300 6300

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-ff .d g

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

T03N, R11W, Section 30 a n u a r y

Line to be constructed Slope stake limits

Slope stake limits

Profile grade

Cleaning culvert in place

378+27

Existing ground

Clearing limits

Clearing limits

447 CUYD (Embankment)

1,537 CUYD (Excavation)

196 CUYD (Topsoil Excavation)

(typ.)

Wingwall A

Wingwall B

Wingwall C

Wingwall D

RG3091-S

RG3091-R

RG3091-Q

RG3091-P

RG3091-O

RG3091-N

RG3091-M

RG3091-L

RG3091-K

RG3091-J

RG3091-I

RG3091-H

RG3091-G

RG3091-F

RG3091-E

RG3091-D

RG3091-C

RG3091-B

RG3091-A

REBAR LIST (3 of 3)

REBAR LIST (2 of 3)

REBAR LIST (1 of 3)

STRUCTURE TRANSITION RAILING (3 OF 3)

STRUCTURE TRANSITION RAILING (2 OF 3)

STRUCTURE TRANSITION RAILING (1 OF 3)

BRIDGE RAILING DETAILS

BRIDGE RAILING

TYPICAL SECTION/DECK PLAN

P/S GIRDER MISC. DETAILS

P/S GIRDER B THRU E

P/S GIRDER A & F

P/S GIRDER SECTIONS

ABUTMENT WINGWALLS

ABUTMENT ENDWALLS

ABUTMENT CAPS

FOUNDATION PLAN

GENERAL NOTES & ESTIMATE

PLAN & ELEVATION

CP

16109

CP

16108

B17-01

BH

B17-02

BH

SG17-04

BH

,2

.1

-4.1192%

491' VC

K = 96

,2

.7

+1.0000%

,2

.7

+1.0000%

,2

.8

+1.0000%

8.

615' VC

K = 88

6,280

0 +1.0000%

,2

.3

,2

.0

+1.0000%

8.

N

C A

LIFO

R N

IA

C

R E E K

395+00392+50390+00387+50385+00382+50380+00

6240 6275

6245 6280

6250 6285

6255 6290

6260 6295

6265 6300

6270 6305

6275 6310

6280 6315

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-fg .d g n

MT DOT 569(3)

S e e S e c ti o n H f o r d e ta il s

C le a n in g c u lv e r t in p la c e in c h p ip e c u lv e r t, e x te n d

S e e S e c ti o n H f o r d e ta il s

C le a n in g c u lv e r t in p la c e in c h p ip e c u lv e r t, e x te n d

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

T03N, R11W, Section 30 a n u a r y

Line to be constructed

Slope stake limits

Slope stake limits

, L

T

3+

, R

T

Existing ground

Cleaning culvert in place

383+06

Cleaning culvert in place

394+50

See Section F for details

California Creek Bridge

385+73.11 to 386+56.11

Existing ground

Profile grade

Clearing limits

Clearing limits

MT 569 / MILL CREEK ROAD

S Structure transition railing

S

T

G

G G T

RT

B Bridge railing, steel, two rail (MDT W740)

SBBSST

LT

RTRTRT

STT

T

RT

BS

LTLT

SB S T T

LTLT

T

RT

See Sheet F.14-16 for details

Structure transition railing, 385+29 to 385+80, RT

See Sheet F.14-16 for details

Structure transition railing, 385+13 to 385+64, LT

See Sheet F.14-16 for details

Structure transition railing, 386+44 to 386+95, LT

See Sheet F.14-16 for details

Structure transition railing, 386+60 to 387+11, RT

See Section F for details

Begin bridge, 385+73.11

LEGEND:

Profile grade

Existing ground

Profile grade

3,819 CUYD (Embankment)

385 CUYD (Excavation) 58 CUYD (Excavation)

Terminal section, type G3

NOTE:

Temporary Construction Easement location and details.

See Section N for Right-of-Way and1.

CALIFORNIA CREEK

See Section K for Temporary Road Diversion details

Guardrail system G3 (type 2, class A, steel posts)

84 CUYD (Topsoil Excavation)

See Section J for details welded wire face, Mechanically stabilized earth wall, 386+69.42 to 389+97.42, RT see Section I for details

Terminal Section type G3, 384+63 to 385+13, LT see Section I for details

Terminal Section type G3, 383+95 to 384+45, RT see Section I for details

(type 2, class A, steel posts), Guardrail system G3

384+45 to 385+29, RT see Section I for details

Terminal Section type G3, 390+23 to 390+73, RT see Section I for details

(type 2, class A, steel posts), Guardrail system G3

387+11 to 390+23, RT see Section I for details

Terminal Section type G3, 387+79 to 388+29, LT see Section I for details

(type 2, class A, steel posts), Guardrail system G3

386+95 to 387+79, LT

94 CUYD (Topsoil Excavation)

16110 CP

16111

6325 6330

6350 6355

0 6375

P C

.2

8.

8.

,3

.8

8.

-0.4000%

960' VC

K = 114

SSD = 497'

-0.4000%

N

410+00407+50405+00402+50400+00397+50395+00

6305 6355

6310 6360

6315 6365

6320 6370

6325 6375

6330 6380

6335 6385

6340 6390

6345 6395

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-fh .d g n

MT DOT 569(3)

K

H a r r is

M il

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

Curve= C1003

D

R= 1,500.00'

T= 365.39'

L= 716.83' e=0.056

T03N, R11W, Section 30 a n u a r y

, L

T

Slope stake limits

Slope stake limitsLine to be constructed

Existing ground

Profile grade

Profile grade

Existing ground

Existing ground

Profile grade

Clearing limits

Clearing limits

MT 569 / MILL CREEK ROAD

5,524 CUYD (Embankment)

174 CUYD (Excavation) see sheet M.5-6 for details plastic fence, Temporary traffic control, 405+40 to 411+15 RT

32 CUYD (Topsoil Excavation)

16112

CP

16113

6375 6375

P T

.0

,3

.2

-0.4000%

-1.7000%

300' VC

K = 231

SSD = 980'

,3

.2

-1.7000%

+4.3

0%

700' VC

K = 116

-0.4000%

N

425+00422+50420+00417+50415+00412+50410+00

6355 6355

6360 6360

6365 6365

6370 6370

6375 6375

6380 6380

6385 6385

6390 6390

6395 6395

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-fi .d g

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

T0 3N, R

W , S ec tio n

T0 3N, R

W , S ec tio n a n u a r y

Slope stake limits

Line to be constructed

Slope stake limits

Cleaning culvert in place

412+05

Cleaning culvert in place

415+72

Cleaning culvert in place

419+01

OREGON

CREEK

Profile grade

Existing ground

MT 569 / MILL CREEK ROAD

Clearing limits

Clearing limits

S e e S e c ti o n H f o r d e ta il s in c h p ip e c u lv e r t, S e e S e c ti o n H f o r d e ta il s in c h p ip e c u lv e r t, S e e S e c ti o n H f o r d e ta il s in c h p ip e c u lv e r t, S e e S e c ti o n H f o r d e ta il s in c h p ip e c u lv e r t, See Section H for details

120-inch pipe culvert

421+94

See Section H for details

Method B, Class 3

Placed riprap

6,912 CUYD (Embankment)

303 CUYD (Excavation) 92 CUYD (Excavation)26 CUYD (Exc.)

see sheet M.7 for details plastic fence, Temporary traffic control, 418+20 to 418+60 RT see sheet M.7 for details plastic fence, Temporary traffic control, 419+15 to 421+75 LT see sheet M.5-6 for details plastic fence, Temporary traffic control, 405+40 to 411+15 RT

55 CUYD (Topsoil Excavation) 14 CUYD (Topsoil Excavation)8 CUYD (Topsoil Excavation)

16114

GPS

16115

6390 6395

+4.3

0%

,4

.6

+4.3

0%

6.

385' VC

K = 233

N

440+00437+50435+00432+50430+00427+50425+00

6380 6415

6385 6420

6390 6425

6395 6430

6400 6435

6405 6440

6410 6445

6415 6450

6420 6455

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-fj .d g

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y a n u a r y

Line to be constructed

Slope stake limits

Slope stake limits

Existing ground

Profile grade

Cleaning culvert in place

433+01

Profile grade

Existing ground

MT 569 / MILL CREEK ROAD

Clearing limits

Clearing limits

T

G T T G

LTLT

S e e s h e e t

H .1 f o r d e ta il s in c h p ip e c u lv e r t, See Section J for details earth wall, welded wire fence

Mechanically stabilized

437+81 to 443+09, LT

Terminal section, type G3

2,280 CUYD (Embankment)

517 CUYD (Excavation)

NOTE:

Temporary Construction Easement location and details.

See Section N for Right-of-Way and1.

Guardrail system Type G3 (type 2, class A, steel posts)

T0 3N, R

W , S ec tio n

T

N , R

W , S e c tio n

T0 3N, R

W , S ec tio n

T

N , R

W , S e c tio n

164 CUYD (Topsoil Excavation) see Section I for details

(Type 4, Class B, steel posts), Guardrail system G3

437+36 to 444+26, LT see Section I for details

Terminal Section, type G3, 436+88 to 437+36, LT

IRCP

16116

CP

16117

P C

.4

P T

.6

6.

,4

.6

6.

-2.8000%

850' VC

K = 97

SSD = 457'

-2.8000%

-2.8000%

N

455+00452+50450+00447+50445+00442+50440+00

6450 6465

6455 6470

6460 6475

6465 6480

6470 6485

6475 6490

6480 6495

6485 6500

6490 6505

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-fk .d g

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

Curve= C1004

D

R= 3,000.00'

T= 221.01'

L= 441.23' e=0.040

T03N, R11W, Section 20 a n u a r y

Slope stake limits Line to be constructed

Existing ground

Profile grade Profile grade

Existing ground

MT 569 / MILL CREEK ROAD

Clearing limits

Clearing limits

Slope stake limits

TG

LT LT

T

G

T

S e e S e c ti o n I f o r d e ta il s

P la c e d r ip r a p m e th o d A c la s s in c h p ip e c u lv e r t, P lu g e x is ti n g p ip e

24-inch pipe culvert

443+95

Guardrail system G3 (type 2, class A, steel posts)

Terminal section, type G3 S e e S e c ti o n H f o r d e ta il s in c h p ip e c u lv e r t

1,273 CUYD (Embankment)

354 CUYD (Excavation) 51 CUYD (Excavation)

NOTE:

Temporary Construction Easement location and details.

See Section N for Right-of-Way and1.

see sheet M.9-10 for details

Temporary traffic control, plastic fence, 440+30 to 451+00 RT

107 CUYD (Topsoil Excavation) see Section I for details

(type4, class B, steel posts), Guardrail system G3

437+36 to 444+26, LT see Section J for details welded wire fence, Mechanically stabilized earh wall, 437+81 to 443+09, LT see Section I for details

Terminal Section, type G3, 444+26 to 444+76, LT see Section H for details

Placed riprap, method B, class 3, 452+93

24-inch pipe culvert

453+00

16118

CP

16119

5 P C

.5

P T

.8

,4

.8

+3.5

0%

650' VC

K = 103

+3.5

0%

,5

.4

+3.5

0%

+1.800 0%

250' VC

K = 147

SSD = 760'

+1.800 0%

+1.800 0%

N

470+00467+50465+00462+50460+00457+50455+00

6460 6485

6465 6490

6470 6495

6475 6500

6480 6505

6485 6510

6490 6515

6495 6520

6500 6525

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-fl .d g

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

Curve= C1005

D

R= 1,450.00'

T= 372.51'

L= 729.25' e=0.056

T03N, R11W, Section 20 a n u a r y

Existing ground

Profile grade

Slope stake limits

Line to be constructed

Cleaning culvert in place

460+58

Cleaning culvert in place

466+97

Cleaning culvert in place

469+14

Profile grade

Existing ground

Clearing limits

Slope stake limits

S e e S e c ti o n H f o r d e ta il s

C le a n in g c u lv e r t in p la c e in c h p ip e c u lv e r t, e x te n d

S e e S e c ti o n H f o r d e ta il s

C le a n in g c u lv e r t in p la c e in c h p ip e c u lv e r t, e x te n d

S e e S e c ti o n H f o r d e ta il s

C le a n in g c u lv e r t in p la c e in c h p ip e c u lv e r t, e x te n d

DAOR KEERC LLIM / 965 TM

1,622 CUYD (Embankment)

42 CUYD (Excavation) 227 CUYD (Excavation) see sheet M.11 for details plastic fence, Temporary traffic control, 462+00 to 466+50 RT

24 CUYD (Topsoil Excavation) 58 CUYD (Topsoil Excavation)

16120

6525 6525

,5

.2

+0.7500%

350' VC

K = 333

SSD = 1203'

,5

.2

+0.7500%

+5.

510' VC

K = 117

+0.7500%

+5.

,5

.0

+5.

525' VC

K = 114

SSD = 496'

N

485+00482+50480+00477+50475+00472+50470+00

6510 6530

6515 6535

6520 6540

6525 6545

6530 6550

6535 6555

6540 6560

6545 6565

6550 6570

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-fm .d g

H a r r is

.M il

C h e c k e d b y

D e s ig n e d b y

T03N, R11W, Section 20 a n u a r y

Existing ground

Line to be constructed

Slope stake limits

Profile grade

Cleaning culvert in place

472+24

Cleaning culvert in place

476+74

MT 569 / MILL CREEK ROAD

Clearing limits

Clearing limits

Slope stake limits

S e e S e c ti o n H f o r d e ta il s

C le a n in g c u lv e r t in p la c e in c h p ip e c u lv e r t, e x te n d

S e e S e c ti o n H f o r d e ta il s

C le a n in g c u lv e r t in p la c e in c h p ip e c u lv e r t, e x te n d

15 CUYD (Excavation)

3,284 CUYD (Embankment)

9 CUYD (Excavation) 35 CUYD (Excavation) see sheet M.12-13 for details plastic fence, Temporary traffic control, 477+40 to 484+00 RT see sheet M.12 for details plastic fence, Temporary traffic control, 477+40 to 482+30 LT

20 CUYD (Topsoil Excavation)

16122

P O

T

.6

+0.5000%

,5

.7

+0.5000%

+3.5

0%

350' VC

K = 117

,5

.5

+3.5

0%

+1.1747

270' VC

K = 116

SSD = 599'

,5

.9

+0.5000%

+1.1747

N

NOTE:

1. See Sheet C.1 for Connection Detail.

497+50495+00492+50490+00487+50485+00

6540 6540

6545 6545

6550 6550

6555 6555

6560 6560

6565 6565

6570 6570

6575 6575

6580 6580

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-fn .d g

H a r r is

M il le r

C h e c k e d b y

D e s ig n e d b y

T03N, R11W, Section 20 a n u a r y

END PROJECT

Line to be constructed

Slope stake limits

Existing ground

L T

Profile grade

Cleaning culvert in place

488+53

L T

El=6569.870

E=1082691.750

N=658491.391

Clearing limits

Clearing limits

Slope stake limits

MT 569 / MILL CREEK ROAD

S e e S e c ti o n H f o r d e ta il s

C le a n in g c u lv e r t in p la c e e x te n d in c h p ip e c u lv e t, 495+00.00 (MAIN01)

MT DOT 569(3)

1,257 CUYD (Embankment)

54 CUYD (Excavation) 286 CUYD (Excavation)

13 CUYD (Topsoil Excavation) 48 CUYD (Topsoil Excavation)

GPK FILE DATED July 2016

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

16101 647063.416 1071692.046 6255.936 45°58'09.408855"N 113°01'46.388888"W 6215.934 0.99926006 5/8" IR W/FHWA ALUM CAP 1.

16102 647779.774 1071903.795 6260.048 45°58'16.570896"N 113°01'43.849768"W 6220.0365 0.99925924 5/8" IR W/FHWA ALUM CAP

16103 648417.325 1072348.451 6267.832 45°58'23.058950"N 113°01'37.964513"W 6227.8169 0.99925831 5/8" IR W/FHWA ALUM CAP

16104 649346.861 1073036.443 6261.573 45°58'32.535882"N 113°01'28.821548"W 6221.5559 0.99925779 5/8" IR W/FHWA ALUM CAP

16105 649791.373 1073355.177 6259.401 45°58'37.063199"N 113°01'24.594321"W 6219.3813 0.9992575 5/8" IR W/FHWA ALUM CAP

16106 650130.868 1073791.044 6273.351 45°58'40.606334"N 113°01'18.642411"W 6233.3323 0.99925653 5/8" IR W/FHWA ALUM CAP

16107 650424.286 1074308.627 6283.488 45°58'43.731024"N 113°01'11.504534"W 6243.4723 0.99925577 5/8" IR W/FHWA ALUM CAP

16108 650720.637 1074916.901 6262.493 45°58'46.924741"N 113°01'03.084835"W 6222.4812 0.9992565 5/8" IR W/FHWA ALUM CAP

16109 651180.241 1075609.000 6282.039 45°58'51.766150"N 113°00'53.582297"W 6242.0285 0.99925515 5/8" IR W/FHWA ALUM CAP

16110 651489.278 1076262.508 6328.834 45°58'55.104688"N 113°00'44.529838"W 6288.8271 0.99925263 5/8" IR W/FHWA ALUM CAP

16111 651759.712 1076824.869 6372.124 45°58'58.021820"N 113°00'36.742566"W 6332.1197 0.99925031 5/8" IR W/FHWA ALUM CAP

16112 652232.161 1077353.829 6380.324 45°59'02.917213"N 113°00'29.555938"W 6340.3188 0.9992495 5/8" IR W/FHWA ALUM CAP

16113 652901.022 1077811.434 6374.607 45°59'09.718840"N 113°00'23.503419"W 6334.5939 0.99924919 5/8" IR W/FHWA ALUM CAP

16114 653688.493 1078292.586 6401.466 45°59'17.701050"N 113°00'17.192363"W 6361.4424 0.99924723 5/8" IR W/FHWA ALUM CAP

16115 654414.222 1078789.093 6438.651 45°59'25.080764"N 113°00'10.624333"W 6398.6179 0.99924482 5/8" IR W/FHWA ALUM CAP

16116 655045.186 1079197.836 6479.787 45°59'31.486636"N 113°00'05.238141"W 6439.7473 0.99924232 5/8" IR W/FHWA ALUM CAP

16117 655487.981 1079492.360 6484.775 45°59'35.985466"N 113°00'01.349343"W 6444.7284 0.99924169 5/8" IR W/FHWA ALUM CAP

16118 656467.329 1079973.531 6492.575 45°59'45.860512"N 112°59'55.157685"W 6452.5107 0.99924048 5/8" IR W/FHWA ALUM CAP

16119 656869.120 1080437.720 6510.244 45°59'50.029472"N 112°59'48.840533"W 6470.1741 0.99923929 5/8" IR W/FHWA ALUM CAP

16120 657364.065 1081188.478 6517.579 45°59'55.243679"N 112°59'38.525006"W 6477.5026 0.9992385 5/8" IR W/FHWA ALUM CAP

16121 657848.223 1081755.521 6543.918 46°00'00.270338"N 112°59'30.803070"W 6503.833 0.99923682 5/8" IR W/FHWA ALUM CAP

16122 658195.713 1082252.000 6554.226 46°00'03.917358"N 112°59'23.993503"W 6514.1338 0.99923602 5/8" IR W/FHWA ALUM CAP

A15 642192.063 1070143.955 6157.295 45°57'20.657229"N 113°02'05.180453"W 6117.3636 0.99926904 MT DOT ALUM CAP

A4909 648980.451 1072819.138 6275.393 45°58'28.824183"N 113°01'31.663078"W 6235.3763 0.99925745 MT DOT ALUM CAP

E4909 646230.538 1071804.636 6257.382 45°58'01.241474"N 113°01'44.264514"W 6217.3987 0.99926071 MT DOT ALUM CAP

F4909 645492.056 1071806.413 6227.172 45°57'53.956141"N 113°01'43.768315"W 6187.2038 0.99926278 MT DOT ALUM CAP

H4909 643737.636 1071495.290 6193.947 45°57'36.508020"N 113°01'47.050777"W 6154.0097 0.9992659 MT DOT ALUM CAP

PROJECT :North of Moose Creek DATE OF FIELD WORK :June 2016 DATE OF FINAL ADJUSTMENT :June 2016

PROJECT UNITS : International feet COORDINATE SYSTEM : Montana SPCS NAD83 1999

VERTICAL DATUM : NAVD88 based on Geoid99

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.

c:

\m yf ile s\ pw

_p ro du ct io n\ d0

N or th o f m oo se

_c on tr ol sh ee t.

xl sx ]S he et

-A ug -2

:1

W

FL

H

D S ur ve y 7/

W

FL

H D

S ur ve y

7/

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.15

SHEET

NUMBER

DOT 569(3)MT

SURVEY CONTROL

NO SCALE AND TYPICAL SECTIONS

ROAD QUANTITIES

TABULATION OF APPROACH

E.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-g a .d g n

MT DOT 569(3)

D e c e m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

C L o f a p p r o a c h

End pavement

P

W

Variable 60° to 90°

R

Edge of shoulder

Edge of traveled way

Edge of shoulder

TYPE 1 APPROACH

FOOTNOTE:

Saw cut according to Section 203.[1]

E d g e o f tr a v e le d w a y

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

L

Existing surface

3" compacted depth

Roadway aggregate, method 1

Existing structure structure details

See Sheet C.2 for

R

TYPES 1 & 2

TYPE 2 APPROACH

E d g e o f tr a v e le d w a y

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

P

3" compacted depth

Asphalt concrete pavement, type 2

Existing surface

Existing structure and tack coat

[1]Saw cut

6" compacted depth

Roadway aggregate, method 1

TYPICAL SECTION

TYPICAL SECTION

355+12, RT

APPROACH ROAD

CUYD

EXC.

CUYD

EMB.

2+50 2+00

E.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-g b .d g n

MT DOT 569(3)

S e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

Curve= C5001

D

R= 100.00'

T= 8.88'

L= 17.72'

P O

T

.0

P C

.9

P T

.6

P O

T

.4

,2

.1

,2

.8

-2.0000%

.0

24' VC

K = 2

,2

.0

Existing ground

ROAD

BEGIN APPROACH

2+13.00 (AR02)

355+12.11 (MAIN01) =

ROAD

END APPROACH

2+43.00 (AR02)

El=6272.13

E=1072825.12

N=649050.77

El=6274.05

E=1072848.79

N=649032.40

M T

M

I L L C

R E

E K R

O A

D traveled way

Edge of traveled way

Edge of constructed

Line to be

Slope stake limits

Clearing limits

Proposed grade

16105

N

5 1005

SCALE IN FEET

363+54.50 TO 365+01.46 LT

APPROACH ROAD

TURNOUT AND

E.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-g c .d g n

MT DOT 569(3)

S e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

Edge of traveled way

Line to be constructed

Edge of traveled way

R

R

Edge of pavement

'-0

R

'-0

R

MT 569 / MILL CREEK ROAD

Offset= 11.01 LT Sta.= 364+35.05 E= 1073375.81 N= 649790.56

Offset= 17.25 LT Sta.= 364+43.97 E= 1073377.90 N= 649801.28 Offset= 23.52 LT

Sta.= 364+52.92 E= 1073380.03 N= 649812.05 Offset= 25.77 LT

Sta.= 365+32.23 E= 1073436.93 N= 649868.33

Offset= 39.61 LT Sta.= 365+61.50 E= 1073449.69 N= 649898.41

Offset= 34.47 LT Sta.= 365+61.64 E= 1073453.21 N= 649894.67

Offset= 15.18 LT Sta.= 365+81.94 E= 1073481.33 N= 649893.78

Offset= 34.04 LT Sta.= 365+41.68 E= 1073438.46 N= 649880.87

Offset= 39.04 LT Sta.= 365+41.55 E= 1073435.00 N= 649884.49

Slope stake limits

16106

N

5 1005

SCALE IN FEET

369+58 LT & 369+92 RT

APPROACH ROAD

E.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-g d .d g n

MT DOT 569(3)

S e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

Offset= 43.83 LT Sta.= 369+49.64 E= 1073758.12 N= 650142.84

Offset= 13.00 LT Sta.= 369+81.84 E= 1073802.26 N= 650135.13

Offset= 34.81 LT Sta.= 369+36.19 E= 1073751.86 N= 650127.73

Offset= 37.95 LT Sta.= 369+34.97 E= 1073749.07 N= 650129.64

Offset= 13.00 LT Sta.= 369+21.44 E= 1073751.87 N= 650101.34

Offset= 31.73 LT Sta.= 369+54.40 E= 1073768.86 N= 650135.48

Offset= 13.00 RT Sta.= 370+17.07 E= 1073845.96 N= 650132.42

Offset= 29.00 RT Sta.= 370+00.91 E= 1073841.10 N= 650110.29

Offset= 29.00 RT Sta.= 369+84.74 E= 1073827.68 N= 650101.57

Offset= 13.00 RT Sta.= 369+68.57 E= 1073805.48 N= 650106.12

R

16'R

R

16'R

16'

MT 569 / MIL

L CREEK ROAD

Clearing limits

Slope stake limits

Clearing limits

Slope stake limits

Edge of traveled way

Edge of traveled way

Line to be contructed

5 1005

SCALE IN FEET

393+72 RT & 394+37 LT

APPROACH ROADS

E.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-g e .d g n

MT DOT 569(3)

S e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

MT 569 / MILL CREEK ROAD

Offset= 34.00 LT Sta.= 394+44.78 E= 1075951.57 N= 651339.87

Offset= 29.00 LT Sta.= 394+44.78 E= 1075953.96 N= 651335.48

Offset= 13.00 LT Sta.= 394+60.78 E= 1075975.66 N= 651329.08

Offset= 34.00 LT Sta.= 394+28.78 E= 1075937.52 N= 651332.22

Offset= 29.00 LT Sta.= 394+28.78 E= 1075939.91 N= 651327.83

Offset= 13.00 LT Sta.= 394+12.78 E= 1075933.50 N= 651306.13

Offset= 13.00 RT Sta.= 393+48.28 E= 1075889.29 N= 651252.46

Offset= 13.00 RT Sta.= 393+96.28 E= 1075931.44 N= 651275.40

Offset= 29.00 RT Sta.= 393+80.28 E= 1075925.04 N= 651253.70

Offset= 34.00 RT Sta.= 393+80.28 E= 1075927.43 N= 651249.31

Offset= 34.00 RT Sta.= 393+64.28 E= 1075913.38 N= 651241.66

Offset= 29.00 RT Sta.= 393+64.28 E= 1075910.99 N= 651246.05

Clearing limits

Slope stake limits

Clearing limits

Slope stake limits

Edge of traveled way

Line to be constructed

16111

N

5 1005

SCALE IN FEET

404+35 LT

APPROACH ROAD

P C

.2

E.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-g f.

d g n

MT DOT 569(3)

S e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

MT 569 / MILL CREEK ROAD

R

R

Offset= 13.24 LT

Sta.= 404+60.60

E= 1076853.18

N= 651807.57

Offset= 29.98 LT

Sta.= 404+31.56

E= 1076820.03

N= 651808.07

Offset= 30.00 LT

Sta.= 404+09.32

E= 1076800.63

N= 651797.52

Offset= 13.00 LT

Sta.= 403+89.54

E= 1076791.39

N= 651773.13

Line to be constructed

Edge of traveled way

Edge of traveled way

Slope stake limits

Clearing limits

Existing right-of-way

C

.4

SHEET 1 OF 2

445+95 TO 448+85 LT

TURNOUT

5 1005

SCALE IN FEET

E.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-g g .d g n

MT DOT 569(3)

a n u a r y

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

MT 569 / MILL CREEK ROAD

R

R

Offset= 33.00 LT

Sta.= 446+35.00

E= 1079282.63

N= 655169.23

Offset= 23.00 LT

Sta.= 446+15.00

E= 1079279.71

N= 655147.06

Offset= 13.00 LT

Sta.= 445+95.00

E= 1079276.80

N= 655124.89

Line to be constructed

Edge of traveled way

Slope stake limits

Clearing limits

Edge of traveled way

Slope stake limits

Clearing limits

Existing right-of-way see Section D for location

Temporary traffic control, plastic fence, SHEET 2 OF 2

445+95 TO 448+85 LT

TURNOUT

5 1005

SCALE IN FEET

E.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-g h .d g n

MT DOT 569(3)

S e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

MT 569 / MILL CREEK ROAD

R

R

Offset= 33.00 LT

Sta.= 448+44.72

E= 1079397.34

N= 655343.19

Offset= 23.07 LT

Sta.= 448+64.77

E= 1079416.20

N= 655354.92

Offset= 13.00 LT

Sta.= 448+85.03

E= 1079435.24

N= 655366.93

Line to be constructed

Edge of traveled way

Slope stake limits

Clearing limits

Edge of traveled way see Section D for location

Temporary traffic control, plastic fence, Slope stake limits

Existing right-of-way

SCALE IN FEET

486+27 LT

APPROACH ROAD

E.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-g i.

d g n

MT DOT 569(3)

S e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

MT 569 / MILL CREEK ROAD

Offset= 13.00 LT

Sta.= 486+62.50

E= 1082005.76

N= 658016.40

Offset= 33.00 LT

Sta.= 486+38.01

E= 1081974.20

N= 658018.43

Offset= 33.00 LT

Sta.= 486+15.00

E= 1081955.48

N= 658005.05

Offset= 13.00 LT

Sta.= 485+90.50

E= 1081947.18

N= 657974.53

R 2

R

Line to be constructed

Edge of traveled way

Slope stake limits

Clearing limits

Existing right-of-way

SCALE IN FEET

494+15 LT

APPROACH ROAD

E.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-g j.

d g n

MT DOT 569(3)

S e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

MT 569 / MILL CREEK ROAD

R

20'R

Offset= 13.00 LT

Sta.= 493+85.48

E= 1082593.95

N= 658436.79

Offset= 13.00 LT

Sta.= 494+43.48

E= 1082641.14

N= 658470.52

Offset= 33.64 LT

Sta.= 494+23.49

E= 1082612.87

N= 658475.68

Offset= 33.66 LT

Sta.= 494+05.47

E= 1082598.20

N= 658465.22

Line to be constructed

Edge of traveled way

Slope stake limits

Clearing limits see Section H for details

K. EIKERMANN NONE

GENERAL NOTES

2 B

S. BELCHER

C. ROBINSON

F.2

NO.

PROJECTSTATE

MT

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

CALIFORNIA CREEK BRIDGE

MILL CREEK ROAD

DEER LODGE COUNTY, MONTANA

DRAWING NO.DATEBRIDGE DRAWINGPROJECT TEAM LEADERSCALE

CHECKED BYDRAWN BY

R. WEHNER

DESIGNED BY

REVISIONSBYDATENO.

REVISIONS

BY

DATE

N

F

H

B id

F

L R

G

C a li f o r n ia

C r e e k

B r id g e C

A il e s D

G N

F il e s r g g n .d g n

RG3091- ofKARL EIKERMANN SEPTEMBER 2018 19

DOT 569(3)

see Section H for details

(Abut. 1 Shown. Abut. 2 Similar)

(Abut. 1 Shown. Abut. 2 Similar)

L

L L

L

L L

L

A

A

L

SECTION A-A

C Gdr. F

C Gdr. E C Gdr. D

C Gdr. C

C Gdr.