Preliminary_Plans.pdf

SCALE IN MILES

5 0 5 10

BOWSILVER

DEER LODGE

BUTTE

ANACONDA

Walkerville

Buxton

Dewey

BEAVERHEAD

NATIONAL

FOREST

DEER LODGE

NATIONAL

FOREST

PROJECT MANAGER

R

E N

O R

A I

N

N

ST F

R

I

D

D E P A

T

NTOFT A SP

T T

O

U

TE

ATESO

AM

E R

IC

A

M

N

OPPORTUNITY

CRACKERVILLE

Calvert Hill

Mountain

Round Top

Mt. Humbug

MONTANA KEY MAP

COLUMBIA

BRITISH

ALBERTA

SASKATCHEWAN

N O

R T

H D

A K

O T

A

S O

U T

H D

A K

O T

A

WYOMING

ID

A

H O

UNITED STATES

CANADA

GLACIER

NATIONAL

PARK

YELLOWSTONE

NATIONAL

PARK

CHARLES M. RUSSELL

NATIONAL

WILDLIFE RANGE

Lake

Flathead

Elwell

Lake

M

Lake

Fort Peck

I SOS U IR

KALISPELL

MISSOULA

Anaconda

HELENA

BUTTE

BOZEMAN

Livingston

BILLINGS

City

Miles

Glendive

Point

Wolf Glasgow

HAVRE

Shelby

FALLS

GREAT

Lewistown

Dillon

E N

O T

S

WOLLEY

R E

VIR

90 15

2 2

MONTANA

REVIR

for details

See Sheet A.4

LOCATION

PROJECT

See Sheet A.2 for Index to Sheets

K. WONG/B. STOKES

d

R keerC lliM

A.1

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 .d g n

MT DOT 569(3)

P

M

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

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED BY

PLANS FOR PROPOSED PROJECT

MT DOT 569(3)

NORTH OF MOOSE CREEK NORTH

on Federal Highway Projects, FP-14

Construction of Roads and Bridges

Standard Specifications for

Location

Project

LENGTH 3.404 MILES

e (max)

V

ADT (2034)

ADT (2014)

0.060

55 MPH

APPROVED:

Western Federal Lands Highway Division

Chief of Engineering, MONTANA

DEER LODGE COUNTY

and mechanically stabilized earth walls grading, drainage, bridge replacement, Asphalt concrete paving, aggregate base, Prel im ina ry

Plan s

INDEX TO SHEETS

A.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 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

Prel im ina ry

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

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

Prel im ina ry

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)

A u g u s t

K

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 hcn erF 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

Prel im ina ry

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]

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)

A

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

QUANTITIES

TYPICAL SECTION

TABULATION OF

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, Prel im ina ry

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 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, Prel im ina ry

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]

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)

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

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.), 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, 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

Geogrid, stabilization 1'

Variable

18'

[4] [3]

Variable

18'

[4] [3]

18' class 1, type C

Seperation-stablization geotextile,Prel im ina ry

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

Geogrid, stabilization

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'

Geogrid, stabilization class 1, type C

Seperation-stablization geotextile, class 1, type C

Seperation-stablization geotextile, Prel im ina ry

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 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

Do not place backfill material within the structural section.

unless otherwise specified.

Replace unsuitable material according to Subsection 204.07

4.

3.

2.

1.

connection to existing ground details

See sheet C.2 for

Select borrow

TRANSITION RAMP DETAIL

Conserve material

Conserve material

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, Prel im ina ry

QUANTITIES

PLAN AND PROFILE

TABULATION OF

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)

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

Prel im ina ry

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 /

A u g u s t

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)

295 CUYD (Embankment)

2063 CUYD (Excavation)

308 CUYD (Topsoil)

Prel im ina ry

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 h e e t

H .1 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 h e e t

H .1 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.

S e p te m b e r

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

441 CUYD (Embankment)

4343 CUYD (Excavation)

624 CUYD (Topsoil)

NOTE:

Temporary Construction Easement location and details.

See Section N for Right-of-Way and1.

24-inch pipe culvert

325+05

Prel im ina ry

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 h e e t

H .1 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 h e e t

H .1 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 h e e t

H .1 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

S e p te m b e r

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

491 CUYD (Embankment)

3279 CUYD (Excavation)

363 CUYD (Topsoil)

NOTE:

Temporary Construction Easement location and details.

See Section N for Right-of-Way and1.

Prel im ina ry

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 h e e t

H .1 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 fo r d e ta il s

S e e s h e e t

H .1 b 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

Curve= C1002

D

R= 2,850.00'

T= 668.10'

L= 1,312.51' e=0.040

S e p te m b e r

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 sheet H.1 for details concrete box culvert precaste reinforced

14 feet span, 8 feet rise

360+19

See sheet H.1 for details

Method B, Class 3

Placed riprap, See Sheet M.1 for details

Fence (temporary)

40 CUYD (Embankment) 3389 CUYD (Embankment) 188 CUYD (Embankment)

3398 CUYD (Excavation)

387 CUYD (Topsoil)

NOTE:

Temporary Construction Easement location and details.

See Section N for Right-of-Way and1.

Prel im ina ry

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 h e e t

H .1 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

A u g u s t

Line to be constructed Slope stake limits

Slope stake limits

Profile grade

Cleaning culvert in place

378+27

Existing ground

Clearing limits

Clearing limits

340 CUYD (Embankment)

1528 CUYD (Excavation)

176 CUYD (Topsoil)

Prel im ina ry

(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 h e e t

H .1 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 h e e t

H .1 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

S e p te m b e r

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

class A wood posts

Guardrail system G3, type 2, 387+11 to 390+23, 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

3485 CUYD (Embankment)

365 CUYD (Excavation)

68 CUYD (Topsoil)

84 CUYD (Excavation)

73 CUYD (Topsoil)

14 CUYD (Excavation)

5 CUYD (Topsoil)

Terminal section, type G3

See Sheet J.1 for details welded wire face, Mechanically stabilized earh wall, 386+69.42 to 389+97.42, RT

NOTE:

Temporary Construction Easement location and details.

See Section N for Right-of-Way and1.

Terminal Section type G3

384+63 to 385+13, LT

Terminal Section type G3

383+95 to 384+45, RT

CALIFORNIA CREEK

Terminal Section type G3

387+79 to 388+29, LT

See Section K for Temporary Road Diversion details

Terminal Section type G3

390+23 to 390+73, RT

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

(type 2, class A, steel posts)

Guardrail system G3

386+95 to 387+79, LT

(type 2, class A, steel posts)

Guardrail system G3

384+45 to 385+29, RT

Prel im ina ry

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 y s ig n e d b y

A u g u s t

Curve= C1003

D

R= 1,500.00'

T= 365.39'

L= 716.83' e=0.056

, 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

4532 CUYD (Embankment)

173 CUYD (Excavation)

26 CUYD (Topsoil)

Prel im ina ry

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

S e p te m b e r

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 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, 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, 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, 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 sheet H.1 for details

120-inch pipe culvert

421+94

See sheet H.1 for details

Method B, Class 3

Placed riprap

6014 CUYD (Embankment)

300 CUYD (Excavation)

47 CUYD (Topsoil)

92 CUYD (Excavation)

14 CUYD (Topsoil)3 CUYD (Topsoil)

24 CUYD (Exc.)

Prel im ina ry

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

S e p te m b e r

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, Terminal Section, type G3

436+88 to 437+36, LT

(Type 4, Class B, steel posts.)

Guardrail system G3

437+36 to 444+26, LT

See Sheet J.1 for details earth wall, welded wire fence

Mechanically stabilized

437+81 to 443+09, LT

Terminal section, type G3

1946 CUYD (Embankment)

470 CUYD (Excavation)

169 CUYD (Topsoil)

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)

Prel im ina ry

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

S e p te m b e r

Slope stake limits Line to be constructed

24-inch pipe culvert

453+00 method B, class 3

Placed riprap, 452+93 welded wire fence

Mechanically stabilized earh wall, 437+81 to 443+09, LT

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 h e e t

H .1 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

(type4, class B, steel posts)

Guardrail system G3

437+36 to 444+26, LT

Terminal Section, type G3

444+26 to 444+76, LT

24-inch pipe culvert

443+95

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

Terminal section, type G3 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

1133 CUYD (Embankment)

197 CUYD (Excavation)

95 CUYD (Topsoil)

49 CUYD (Excavation)

24 CUYD (Topsoil)

NOTE:

Temporary Construction Easement location and details.

See Section N for Right-of-Way and1.

Prel im ina ry

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

A u g u s t

Curve= C1005

D

R= 1,450.00'

T= 372.51'

L= 729.25' e=0.056

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

Clearing limits

Slope stake limits

S e e s h e e t

H .1 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 h e e t

H .1 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 h e e t

H .1 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

1498 CUYD (Embankment)

42 CUYD (Excavation)

24 CUYD (Topsoil)

227 CUYD (Excavation)

58 CUYD (Topsoil)

Prel im ina ry

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

A u g u s t

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 h e e t

H .1 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 h e e t

H .1 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 CUYD (Topsoil)

2901 CUYD (Embankment)

9 CUYD (Excavation)

9 CUYD (Topsoil)

35 CUYD (Excavation)

6 CUYD (Topsoil)

Prel im ina ry

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

A u g u s t

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 h e e t

H .1 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)

1077 CUYD (Embankment)

54 CUYD (Excavation)

10 CUYD (Topsoil)

280 CUYD (Excavation)

40 CUYD (Topsoil)

Prel im ina ry

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

Prel im ina ry

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)

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

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

approved by the CO.

Field verify all approach locations. Adjust as needed as compatible with adjacent roadway construction.

Construct side slope ratio and degree of finish of approaches adjacent roadbed.

wearing surface of the same treatment as shown for the

Finish other approaches with untreated base. Provide a

3.

2.

1.

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

NOTE:

Prel im ina ry

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

Prel im ina ry

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

Clearing limits

Slope stake limits

Prel im ina ry

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

Prel im ina ry

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

Edge of traveled way

Prel im ina ry

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

Prel im ina ry

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)

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.= 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

Prel im ina ry

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

Prel im ina ry

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

Edge of traveled way

Prel im ina ry

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

Edge of traveled way

Prel im ina ry

+1.00% Grade

L

Profile Grade @ C Rdwy.

S ta

.1

B e g in B r id g e C R d w y

E n d B r id g e C R d w y

BRIDGE DRAWING INDEX

Drawing No. Description

Elev.

WS

ft/sec.

V ft /sec

Q

Q

Q

HYDRAULIC DATA

Q

6253.1

6254.0

6254.2

1.2

2.4

2.6100

Q 6254.6487 3.0500

PLAN AND ELEVATION

A11" = 20'-0"

PLAN

L L

N

Length of Bridge = 83'-0"

30°

L

C a lifo rn ia C re e k

(typ

El. 6262.07

El. 6262.24

El. 6262.90

El. 6263.07 Gutterline

Gutterline

(typ. @ all 4 corners)

Structure transition railing

C Rdwy.

ELEVATION

6,280

6,270

6,260

6,250

6,240

6,230

6,220

PROFILE GRADE DIAGRAM

No Scale

Elevations are at profile grade @ C Rdwy.L

8'-0"

(typ.)

Q WS El. 6254.0

El. 6256.8

ABUT. 1

Proposed Channel

Bottom El. 6251.4

@ C Rdwy.L ground @ C Rdwy.

Approx. existing

L

El. 6258.31

Low chord

1:2 slope (typ., normal to channel)

El. 6249.0 ty p

-4.6000% +1.0000%

550' VC

K = 98

+1.0000% 8.

690' VC

K = 97

+1.00%

El. 6256

,2

.5

,2

.8

C. ROBINSON

Wingwall A

Wingwall B

Wingwall C

Wingwall D

MDT Type W740 Steel 2-Tube Railing

L

El. 6257.5

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

Q Scour = El. 6246.9

Q Scour = El. 6247.4 upstream face of bridge.

Note: Water surface elevations are at

S. BELCHER

El. 6262.44

Sta. 385+73.11

Begin Bridge @ C Rdwy.

ABUT. 2

Deck Bulb-Tee Girder.

46" Precast P/S Concrete

Note: See roadway plans for slope protection details.

class 3 (typ.)

Placed riprap method B, F.1

" concrete filled steel pipe piles (typ.).4 318" Ø x

El. 6263.26

End Bridge @ C Rdwy.

SHEET

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

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 p e .d g n

RG3091- ofKARL EIKERMANN SEPTEMBER 2018 19

DOT 569(3)

Prel im ina ry

K. EIKERMANN NONE

GENERAL NOTES

2 B

S. BELCHER

C. ROBINSON

F.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

CALIFORNIA CREEK BRIDGE

N

F id

L R

G

C a li f o r n ia

C r e e k

B r id g e C

A 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)

Prel im ina ry

Profile Grade

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

CALIFORNIA CREEK BRIDGE

N

F id

L R

G

C a li f o r n ia

C r e e k

B r id g e C

A e s D

G N

F il e s r g f o u n d a ti o n .d g n

RG3091- ofKARL EIKERMANN SEPTEMBER 2018 19

DOT 569(3)

1" = 10'-0"

L L

N

30°

L

C a lifo rn ia C re e k

(typ

C Rdwy.

C B r g

A b u t.

S ta

.4

C B r g

A b u t.

S ta

.7

L L

FOUNDATION PLAN

FOUNDATION PLAN

Existing Bridge to be removed

"8 176'-3

C Brg.

Abut. 1 L

C Brg.

Abut. 2 L

Abut. 1

Abut. 2

3 C

Sta. 385+73.11

Begin Bridge @ C Rdwy.

6,280

6,270

6,260

6,250

6,240

6,230

6,220

1:2 slope (typ., normal to channel)

50Q WS El. 6254.0

Proposed Channel

Bottom El. 6251.4

@ C Rdwy.L ground @ C Rdwy.

Approx. existing

L

Location

FOUNDATION NOTES:

TIP EL.

EST. PILE

TIP EL.

MIN. PILE

Max. Factored

Pile Axial Loads

(@ top of pile)

"8

'-1

"8

'-1

El. 6253.92 El. 6254.69

ABUT. 1 ABUT. 2

Dynamic Test Pile

1' -6

1' -6

1' -6

1' -6

Pi le s pa ty p.

Dynamic Test Pile

P ile s p a . (ty p

El. 6257.5

El. 6249.0

El. 6256

El. 6256.8 ty p

FOUNDATION ELEVATION

Note: See roadway plans for slope protection details.

s p a

'-6

'-6

El. 6226.92

Est. Pile Tip El. 6227.69

Est. Pile Tip

90 k/pile (strength I)

90 k/pile (strength I)

El. 6226.92

El. 6227.69 class 3 (typ.)

Placed riprap, method B

El. 6230.42

El. 6231.19

S. BELCHER C. ROBINSON

steel pipe pile (typ.)

" concrete filled 4 318" Ø x

F.3

C PilesL

End Bridge @ C Rdwy.

" concrete filled steel pipe piles (typ.).4 318" Ø x drive.

test on the test piles at least 48 hours after completion of initial installing any other production piling. Perform the restrike

Install test piles at the locations indicated on the plans before

Vancouver Washington.

Administration, Western Federal Lands Highway Division, prepared by U.S. Dept. of Transportation, Federal Highway

Bridge Recommendations GM18-18 dated August 31, 2018, For additional information see Geotechnical Memorandum Final to ANSI/ASHTO/AWS structural welding code D1.1.

ASTM A148, Grade 90-60. Welding of tip to pile shall conform conical driving tip conforming to ASTM A27, Grade 65-35 or

All piles shall be driven close-ended with a 60° inside flange after driving.

Pipe piles shall be filled with class A(AE) structural concrete

Steel pipe piles shall conform to ASTM A252, Grade 3, Fy = 45 ksi.

Prel im ina ry

(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. B C Gdr. A

C Rdwy.

L

L

L

L

-2.0%

" = 1'-0"4 3Scale:

30°

3'-0"

PLAN

ELEVATION

Note: All dimensions measured horiz. along C Brg.

12'-0"12'-0"

C Brg.

C Rdwy. @

Fill Face

Gdr. spa.

m in

L

L

A B C D E F

A

B

C

D F

E

"2 13'-7

LC Gdr.

PLAN ELEVATION

" = 1'-0"2 1Scale:

(4 req'd)

SHEAR BLOCK DETAILS

See details.

Shear Block (typ.).

See RG3091-J for details.

Elastomeric bearing pad (typ.).

El. 6254.69 (Abut. 2)

El. 6253.92 (Abut. 1) s p a

A

"4 33 "4

#4A9

"2 16'-0"2

16'-0"8 32'-11"8

32'-11"2 16'-0"2

16'-0"4 33'-0 "4

33'-0

"16 93'-5

C a p

F o o ti n g m in

Other Face measured along C Brg.

3" Ø weephole spa.

L

"8 118'-1"8

118'-1

L L

B B

SECTION B-B

" = 1'-0"4 3Scale:

#4A6

#6A8

#4A7

#4A3

#4A4 (11 tot.)

#6A5 c lr

"2 110 "2

110"2 16 spa. @ 9

4-#6A8

2-#4A7

7-#4A4

SECTION B-B

B B

2-#6A5 (over piles)

4-#4A4 3-#6A5 &

(typ. btwn. piles) (top & bott.)

#4A2, #4A6 & #4A3 = 4'-9"

#4A3 (typ.)

#4A10 (typ.) #4A9 (typ.)

6 spa. @ 6"

= 3'-0", #4A10

#4A10 (typ.)

#4A3 (top & bott. typ.)

to avoid reinforcement.

Adjust as necessary place normal to abut.

3" Ø weephole (typ.)

End Bridge @ C Rdwy.

Sta. 385+73.11

Begin Bridge @ C Rdwy.

b.f. = both faces o.f. = other face f.f. = fill face

Abbreviations:

ABUTMENT 1

ABUTMENT 2

ABUTMENT CAP ELEVATIONS

ABUTMENT CAPS

6258.35

6258.97

6258.39

6258.94

6258.58

6259.37

6258.61

6259.34

6258.17

6259.15

6258.21

6259.12

UNLESS NOTED

" = 1'-0"8

POINT

& shear block (typ.)

filler between girder

" expansion jt. 2

Note: Shear blocks shall be cast after girders are in place

4 D

K. EIKERMANN

S. BELCHER

pile spa.

L

Note: Place transverse abut. bars parallel to C Rdwy.L

C Brg.

1'-6"1'-6"1'-6"1'-6"

6'-0"

2'-11"

C Brg. &

C Abut.

e m b e d

L

C Brg. & C Abut.

Begin/End Bridge

"4 318" Ø x

Pile

Steel Pipe

Class A(AE)

Concrete

Structural 2" clr. (typ.)

o.f.

along cap measured

"8 11'-10

6'-6"6'-6"6'-6"6'-6"6'-6"

"8 1118"

3"

"8 11'-10

(typ. @ ends) into pile (4 tot.)

embeded 2'-0"

#4A1 pile anchor

#4A6 (typ. @ piles)

#4A2 & #4A6 (typ.)

#4A6 (typ. @ piles)

#4A3 (typ. @ piles)

#4A2 (typ.)

#4A6 (typ.)

#4A2

#4A3 (top typ.)

C. ROBINSON

steel pipe pile.

concrete filled

" 4 3C 18" Ø x

F.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

CALIFORNIA CREEK BRIDGE

N

F id

L R

G

C a li f o r n ia

C r e e k

B r id g e C

A e s D

G N

F il e s r g a b u tm e n t.

d g n

RG3091- ofKARL EIKERMANN SEPTEMBER 2018 19

DOT 569(3)

Prel im ina ry

15'-8"

1'-0"

1'-0"

15'-8"