Rosebud_Full_Plans.pdf

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

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

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

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 P

M

D e c e m b e r

U

S C

F h ig h w a y s F

H W

A

W e s t_

R o s e b u d D e s ig n G e n e r a l I n fo r m a ti o n m t-a a b .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.2 STILLWATER 207(1) MT

BH

CP GPS

JH

TP

DI

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

E

RIP

G G

W W

DI

T T

NOTE:

NO SCALE

on the appropriate plan sheet.

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

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub

Ø 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,

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut wall face

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 m t-a a c .d g n

I n t_ ft

D

A.3

STATE PROJECT

NUMBER

MT

STILLWATER 207(1)

A p r

B E

L

B

T H

O M

P S

O

C h e c k e d b y

D e s ig n e d b y

N

VICINITY MAP

SCALE IN MILES

0 1

Allen Grade Bridge

T. 5 S., R 17 E

T. 6 S., R 17 E m ile s

C o lu m b u s

FiddlerCreek Road

W e s t

R o s e b u d

C re e k

R o a d

500+00

BEGIN PROJECT

210+50

END PROJECT

506+00

SUSPEND WORK

18+03.57

502+18.34 =

RESUME PROJECT

0.50.5 m ile s, S ee s h ee t L.

S ig n I n st al la ti o n S it e m ile s

Fi sh ta il

Cr ee k

Cr ee k

Cr ee k

TWIN BUTTES

NELLIES

B asin

F id d le r

Phillip s

Ditc h

Fiddler

F id d le r

In g e r s o ll

0.1

E

C

0.3

B

3.4

B 208

West

We st

C re ek

Cr

Antelpoe

E

0.4

B

C

Sheet and Description

Section C Section D Section E Section F Section G Section H Section K Section L

Typical Sections Plan & Profile Approach

Roads Erosion Control Bridge Drainage 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 15705-1300 SOIL EROSION CONTROL, TEMPORARY DIVERSION

CHANNEL LNFT 135 15 150

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 5,000 5,000

A0160 15801-0000 WATERING FOR DUST CONTROL MGAL 1,000

A0180 20101-0000 CLEARING AND GRUBBING ACRE 11.4 0.3 11.7 Contract Quantity

A0200 20301-0400 REMOVAL OF BRIDGE (ALLEN GRADE BRIDGE) EACH 1 1

A0220 20301-1100 REMOVAL OF GATE EACH 3 3

A0240 20301-3800 REMOVAL OF ELECTRICAL JUNCTION BOX (TRAFFIC

COUNTER) EACH 1 1

A0260 20302-0700 REMOVAL OF FENCE LNFT 171 9 180

A0280 20401-0000 ROADWAY EXCAVATION CUYD 11,933 116 12,049 Contract Quantity

A0300 20402-0000 SUBEXCAVATION CUYD 1,038 62 1,100

A0320 20404-0000 UNCLASSIFIED BORROW TON 37,363 1,637 39,000

A0340 20411-0000 SELECT BORROW TON 3,247 153 3,400

A0360 20701-0300 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1,

TYPE C (NONWOVEN) SQYD 2,526 124 2,650

A0380 20801-0000 STRUCTURE EXCAVATION CUYD 42 42 Contract Quantity

A0400 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 1,258 1,258 Contract Quantity

A0420 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 (RIPRAP BANK

PROTECTION) CUYD 3 2 5

A0440 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 (RIPRAP

HEADWALL) CUYD 10 10

A0460 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 (CHANNEL

PROTECTION) CUYD 445 25 470

A0480 25120-0100 RIPRAP DITCH, METHOD A, CLASS 1 LNFT 957 43 1,000

A0500 30110-0000 AGGREGATE SURFACE COURSE TON 24,569 322 1,109 26,000

A0520 30302-6000 ROADWAY RECONDITIONING LNFT 213 213 Contract Quantity

A0540 55101-2200 STEEL PIPE PILE, IN PLACE (16" DIA. X 1/2" Contract Quantity

THICK) LNFT 348 348

A0560 55104-1000 DYNAMIC PILE LOAD TEST EACH 2 2

A0580 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) CUYD 76 76 Contract Quantity

A0600 55302-3700 PRECAST, PRESTRESSED CONCRETE DECKED BULB TEE Contract Quantity

GIRDER LNFT 416 416

A0620 55401-2000 REINFORCING STEEL, EPOXY COATED LB 14,944 14,944 Contract Quantity

A0640 55601-0900 BRIDGE RAILING, STEEL LNFT 250 250 Contract Quantity

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

-M ar -2

2:

P M

F:

\h ig hw ay s\

FH

W

A\

_W es t_

R os eb ud

\E st im at e\ [m t-a2

_E st im at e-

.x ls x]

Sh ee t

STATE PROJECT

B.1STILLWATER 207(1)MT

Sheet and Description

Section C Section D Section E Section F Section G Section H Section K Section L

Typical Sections Plan & Profile Approach

Roads Erosion Control Bridge Drainage Temporary

Traffic Control Permanent

Traffic Control Allowance Bid Schedule

A0660 56401-1000 BEARING DEVICE, ELASTOMERIC EACH 8 8 Contract Quantity

A0680 60201-0600 18-INCH PIPE CULVERT LNFT 256 14 270

A0700 60201-0800 24-INCH PIPE CULVERT LNFT 230 10 240

A0720 60201-0900 30-INCH PIPE CULVERT LNFT 94 6 100

A0740 60202-0500 30-INCH EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT LNFT 40 40

A0760 60202-0600 36-INCH EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT LNFT 40 40

A0780 60202-0800 48-INCH EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT LNFT 50 50

A0800 61702-0800 TERMINAL SECTION TYPE TANGENT EACH 4 4

A0820 61707-0000 STRUCTURE TRANSITION RAILING LNFT 52 52

A0840 61901-0900 FENCE, BARBED WIRE, 4 STRAND LNFT 4,567 233 4,800

A0860 61901-1000 FENCE, BARBED WIRE, 5 STRAND LNFT 1,732 68 1,800

A0880 61902-2500 GATE, BARBED WIRE, 4-STRAND EACH 3 3

A0900 61903-0700 CATTLE GUARD, 24 FEET EACH 2 2

A0920 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40

A0940 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED

CAPACITY BUCKET, 24-INCH WIDTH HOUR 40

A0960 62201-1250 BULLDOZER, 120HP MINIMUM FLYWHEEL POWER HOUR 20

A0980 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 40

A1000 62201-3750 CHAIN SAW (WITHOUT OPERATOR) HOUR 10

A1020 62301-0000 GENERAL LABOR HOUR 80

A1040 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH ACRE 5.0 0.3 0.2 5.5

A1060 62503-0000 TURF ESTABLISHMENT (HYDRAULIC METHOD) SLRY 37 1 2 40

A1080 63302-0000 SIGN SYSTEM SQFT 93 93

A1100 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 6 6

A1120 63502-1000 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 36-INCH EACH 50 50

A1140 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 50 50

A1160 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER LNFT 100 100

A1180 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 349 349

A1200 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 3,000 3,000

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-M ar -2

2:

P M

F:

\h ig hw ay s\

FH

W

A\

_W es t_

R os eb ud

\E st im at e\ [m t-a2

_E st im at e-

.x ls x]

Sh ee t (2

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.2STILLWATER 207(1)MT

2,760 123 21,686 24,569 TON

213 213 LNFT

[1] Quantities include widening for bridge and guardrail.

[2] Based on 1.97 TON/CUYD.

[3] See sheet C.4 for details.

FOOTNOTE:

Unit Remarks

Aggregate surface course Based on 1.97 TON/CUYD

Total

53+00 to 60+00 1,038 3,247 2,526

30110-0000

Item Number Description Typical No. 1

Typical No. 2

Typical No. 3

TYPICAL SECTION QUANTITIES [1]

Station to Station Item 20402-0000

Subexcavation

(CUYD)

Item 20411-0000 Select borrow

(TON) [2]

Item 20701-0300 Separation-stabilization geotextile, class 1, type C (nonwoven) (SQYD)

SUBEXCAVATION QUANTITIES [3]

1,038 3,247 2,526Total

30302-6000 Roadway reconditioning

STATE PROJECT

STILLWATER 207(1) C.1MT

F:

\h ig hw ay s\

FH

W A\

_W es t_ R os eb ud

\D es ig n\

Ty pi ca l S ec ti on s\ [m t- 4-

M ar

-2

2:

P

M B

TH

O

M

PS

O N

/2

N

B

EL

L

/2

D es ig ne d by

C he ck ed b y:

SHEET

NUMBER

TABULATION OF TYPICAL

SECTION QUANTITIES

C.2

STATE PROJECT

F e b

A

M m t-a c a .d g n

U

S S u r ft

B E h e c k e d b y

T H

O M

P S e s ig n e d b y

NO SCALE

TYPICAL SECTIONS

FOOTNOTE:

NOTE:

LC

Travel lane

Original ground

Original ground

1:3 1:3

1:3

C le a r in g l im it s

C le a r in g li m it s

Profile grade

1. See sheet C.1 for quantities.

4% 4%

Slope stake

Slope stake

Placin g con serve d top soil, 4-inc h dep th

Turf e stabl ishment

4-i nc h d ep th

Pla cin g c on ser ve d t op so il, Tu rf est ab lish men t

12'

Travel lane

12'

Aggregate surface course, 9-inch compacted depth

LC

Travel lane

Original ground

Original ground 1:3 1:3

4% 4%

Travel lane

Aggregate surface course, 4-inch compacted depth

LC

Travel lane

Original ground

Original ground

1:3 1:3

1:3

C le a r in g l im it s

C le a r in li m it s

Profile grade

4% 4%

Slope stake

Slope stake

Placin g con serve d top soil, 4-inc h dep th

Turf e stabl ishment

4-i nc h d ep th

Pla cin g c on ser ve d t op so il, Tu rf est ab lish men t

10'

Travel lane

10'

Aggregate surface course, 9-inch compacted depth

1:1.5

GUARDRAIL DETAIL

Original ground

Edge of traveled way 2'

TYPICAL SECTION NO. 3

WEST ROSEBUD CREEK ROAD

33+50 TO 205+85.81

206+90.81 TO 210+50

Roadway reconditioning

TYPICAL SECTION NO. 2

WEST ROSEBUD CREEK ROAD

30+50 TO 31+44.61

32+31.36 TO 33+50

TYPICAL SECTION NO. 1

FIDDLER CREEK ROAD

500+00 TO 506+00

WEST ROSEBUD CREEK ROAD

18+03.57 TO 30+50

[4]1' typ.

Va ria bl e [1

2]

Va ria ble

[1

[5]Variable [5]Variable

[1]

Variable

[4]1' typ.

Va ria bl e [1

2]

Va ria ble

[1

5' [3]

5' [3]

5' [3]

5' [3]

2' [6]

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

[2] See Standard 602-6, "Pipe Culvert Inlet Treatment in Cut

Slopes."

[3] Five feet, or to Right-of-Way line, whichever is less.

[4] Construct ditches as shown in the Staking Report.

[5] Match existing width as approved.

[6] Two feet minimum. Construct widening as shown in staking report.

C.3

STATE PROJECT

F e b

A

M m t-a c a .d g n

U

S S u r ft

B E e c k e d b

T H

O M

P S s ig n e d b y

NO SCALE

FOOTNOTE:

NOTE:

1. See sheet C.1 for quantities.

PROFILE

surfacing section

Match mainline

Profile grade

Aggregate surface course

Existing structure

Cattle Guard

PROFILE

Profile grade

Aggregate surface course

TYPICAL TREATMENT AT EXISTING BRIDGES TO REMAIN IN PLACE

TYPICAL TREATMENT AT CATTLE GUARDS

DETAILS

TYPICAL SECTION

[2]50' min.

[2]50' min.

grade line

[1]Existing road

[1] Excavate existing gravel surfacing from the edge of the structure. Taper profile grade from existing grade to the depth shown. Do not measure excavation or disposal of existing gravel surfacing.

[2] Adjust transition length to provide a smooth transition to structures as approved.

NO SCALE

FOOTNOTE:

NOTE:

1. See sheet C.1 for locations and quantities.

Original ground Original ground

1:

21:2

B E

G I N S

U B

E X

C A

V A

T I O

N

E N

D S

U B

E X

C A

V A

T I O

N

SUBEXCAVATION PROFILE

DETAILS

SUBEXCAVATION

SUBEXCAVATION DETAIL

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

Profile grade compacted depth

Select borrow, 24-inch

2' Subexcavation depth

Select borrow, 24-inch compacted depth

Taper Taper

2' Subexcavation depth

Profile grade

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

C.4

STATE PROJECT

NUMBER

A

F e b r u a r y

U

S S u r ft h ig h w a y s F

H W

A

W e s t_

R o s e b u d D e s ig n T y p ic a l S e c ti o n s m t-a c a .d n

B E

B A

K K

R

C h e c k e d b y

D e s ig n e d b y

[1]Surfacing structure

[1] See sheet C.2.

[1]Surfacing structure

LT RT

RT LT

RT RT

RT LT

LT

RT

LT

RT

RT

RT

RT

RT

1. See sheet E.1 for approach road quantities.

RT

LT [1] Quantities include widening for bridge and guardrail.

RT [2] Unadjusted quantity. Includes conserved topsoil.

RT [3] Based on conserved topsoil depth of 9 inches.

RT 20+00 to 28+50 RT 864 [4] See Section I for details.

RT 21+50 to 22+50 LT 93 [5] See Section G for details.

RT 957 [6] See sheets J.2-J.3.

LT [7] See sheet J.4.

LT [8] See sheets J.5-J.7.

RT [9] See sheet J.1.

LT [10] Based on 1.97 TON/CUYD, and 15% shrink factor on RT available roadway excavation.

LT [11] See sheet H.4.

RT

RT

LT

LT

ROADWAY QUANTITIES [1]

102+00 to 112+00

175+25 to 177+00 198

119+66 to 131+00

175+68

61+59 to 68+77

201+50 to 205+86 495

176+29 1

205+85 to 205+86

95+26 1 175+22 1 Total 2Total

206+89 to 206+91 58

4,567 31,732

206+91 to 210+50 347 208+49

Station Quantity

(EACH)

71+16 to 76+34 82+40 to 88+00

Item 62406-0300 Placing conserved topsoil, 4-inch depth (ACRE)

FENCE AND GATE QUANTITIES

168+74 to 172+05 347 174+00 to 176+50 239

Total 1,258

Item 62503-0000 Turf establishment, hydraulic method

(SLRY)

206+61 to 209+44 647 0.5

Station to Station Side

Item 21101-1000 Roadway obliteration, method 1 (SQYD)

0.15

65+00 to 69+00

42+05 to 44+61

Side

Item 61702-0800 Terminal section type tangent

(EACH) [4]

205+64.95 to 205+78.73

0.3

Item 61901-1000 Fence, barbed wire, 5 strand

(LNFT) [6]

Item 61902-2500 Gate, barbed wire, 4 strand

(EACH) [7]

175+68 1

Station to Station Side

Item 61901-0900 Fence, barbed wire, 4 strand

(LNFT) [6]

Total 4

1ROADWAY OBLITERATION QUANTITIES [9]

0.2

0.06 0.09

37,363

206+97.90 to 207+10.98

208+26

20+65 to 21+61 228

Total 3

Item 20302-0700 Removal of fence

(LNFT)

176+29 1 206+90 to 208+52 171

GUARDRAIL QUANTITIESREMOVAL OF FENCE AND GATE QUANTITIES

Station to Station

202+24 to 205+02 383 0.3

Item 62503-0000 Turf establishment

(SLRY)

500+00 to 506+00

33+50 to 40+00

0.1 1 18+03.57 to 30+50

Item 20101-0000 Clearing and grubbing

(ACRE)

Item 20401-0000 Roadway excavation

(CUYD) [2]

Embankment

(CUYD)

FOR INFORMATION

ONLY

Station to Station

Conserved topsoil

(CUYD)

FOR INFORMATION

ONLY [3]

Item 20404-0000 Unclassified borrow

(TON) [10]

0.3

150 230 0.3

Item 62406-0300 Placing conserved topsoil, 4-inch depth (ACRE)

Excavation available for embankment

FOR INFORMATION

ONLY (CUYD)

206+90.81 to 210+50 11.4

190+00 to 205+85.81

1.7 1,233

1.9 2,478

1.1 1,602

Total 11,933 0.2

0.6

40+00 to 70+00 70+00 to 100+00 100+00 to 130+00 130+00 to 160+00 160+00 to 190+00 0.7

1.7 1,331 2,940

3,106

64,067

0.9 1,315 624 0.3 1.6

1.7 1,537 1,375 0.8

0.6

1,218 0.7

Side Item 20301-1100 Removal of gate

(EACH)

0.3 765 58260

1,158 2,0981,090

5,582

872323

2,9791,565 2,2181,073

1,270

21,6688,827

FOOTNOTE:

NOTE:

ITEM 20301-3800

REMOVAL OF ELECTRICAL JUNCTION

BOX (TRAFFIC COUNTER)

206+97.90 to 207+10.98

Station to Station

205+38.17 to 205+64.95 205+42.84 to 205+66.27

207+10.98 to 207+35.97 207+10.98 to 207+35.97

205+66.27 to 205+78.73 13

Item 61707-0000 Structure transition railing

(LNFT) [5]

Total

ITEM 61903-0700

CATTLE GUARD,

24 FEET [8]

ITEM 25120-0100

RIPRAP DITCH, METHOD A,

CLASS 1 [11]

Station to Station Side Quantity

(LNFT)

Total

Station Side Quantity

(EACH)

0.5

179+55

0.1 4.7

STATE PROJECT

STILLWATER 207(1) D.1MT

F:

\h ig hw ay s\

FH

W A\

_W es t_ R os eb ud

\D es ig n\

Pl an a nd

P ro fil e\

[m t-

-M ar -2

:5

B

TH

O

M

PS

O N

/2

N

B

EL

L

/2

D es ig ne d by

C he ck ed b y:

SHEET

NUMBER

TABULATION OF PLAN AND

PROFILE QUANTITIES

W

R N I

U R I

T I L I T Y

T

T

W A R N I

R I

I L I T Y

W A R N I

R I

I L I T Y

W A R N I

R I

I L I T Y

W A R N I

R I

I L I T Y

W A R N I

R I

I L I T Y

W A R N I

R I

I L I T Y

W A R N I

R I

I L I T Y

W A R N I

R I

I L I T Y

W A R N I

R I

I L I T Y

T

TT

TT

T

T

T

EM

D

R= 835.00'

T= 106.12'

L= 211.10'

P C

.7

P T

.8 e= NC

Existing ground

CP

14101

CUYD

EXC.

CUYD

EMB.

505+00500+00

5060 5060

5070 5070

5080 5080

5090 5090

5100 5100

5110 5110

5120 5120

5130 5130

5140 5140 m t-a fh .d g n

I n t_ ft

D

D.2

STATE PROJECT

M a r

B E

T H

O M

P S

C h e c k e d b y

D e s ig n e d b y

Line to be constructed

N

El.= 5101.00

E= 1946443.483

N= 416199.126

El.= 5116.15

E= 1945886.669

N= 415980.264

7A

R

T

No Scale

CONNECTION DETAIL

section

See typical surfacing asphalt

Existing jointvertical

Sawcut for

Typical inlet/outlet ditch

Culvert with inlet/outlet ditch

Line to be constructed

1:

:2

D

PLAN AND PROFILE LEGEND:

510+00

No Scale

CONNECTION DETAIL

section

See typical surfacing aggregate

Existing

NOTE:

ST

T

Structure transition railing type tangentTerminal section

Profile grade

C.O.S. 231874

Tract 2

C.O.S. 231874

Tract 1

C.O.S. 265142

Tract 2A

C.O.S. 284892

Lot 1

C.O.S. 284892

Lot 2

500+00

RECONSTRUCTION

WEST ROSEBUD CREEK ROAD

MT STILLWATER 207(1)

BEGIN PROJECT

506+00

RECONSTRUCTION

WEST ROSEBUD CREEK ROAD

MT STILLWATER 207(1)

SUSPEND PROJECT

I n s ta ll

A p p r o a c h P ip e C u lv e r t

Riprap ditch, method A, class 1

NOTE:

boundary locations and descriptions.

Right-of-Way plans for permanent and construction easement

Refer to MT STILLWATER 207(1) West Rosebud Creek Road

See sheet D.1 for complete excavation and embankment totals.

Embankment volumes shown include unclassified borrow quantities.

Excavation volumes shown are unadjusted and do not include conserved topsoil quantities.

,1

.0

,1

.4

+4.

+0.5633%

500' VC

K = 127

SSD = 525'

,1

.1

W A R N I N G B U R I E D U T I L I T Y

T

W A R N I N G B U R I E D U T I L I T Y

W A R N I N G B U R I E D U T I L I T Y

W A R N I N G B U R I E D U T I L I T Y

W A R N I N G B U R I E D U T I L I T Y

W A R N I N G B U R I E D U T I L I T Y

W A R N I N G B U R I E D U T I L I T Y

W A R N I N G B U R I E D U T I L I T Y

W A R N I N G B U R I E D U T I L I T Y

W A R N I N G B U R I E D U T I L I T Y

T

T

TT

T

T

T

T

T

T

E M

L S B

E D

A R

D Y

E L L

O W

D

R= 185.00'

T= 75.18'

L= 142.82' e= NC

P O

T

.5

P C

.7

P T

.5

CUYD

EXC.

CUYD

EMB.

40+0035+0030+0025+0020+0015+0010+00

5040 5040

5050 5050

5060 5060

5070 5070

5080 5080

5090 5090

5100 5100

5110 5110

5120 5120 m t-a fa .d g n

I n t_ ft

D

D.3

STATE PROJECT

M a r

B E

T H

O M

P S

C h e c k e d b y

D e s ig n e d b y

Existing ground

Profile grade

Line to be constructed

CP

N

.6

.3

Do not disturb Structure No. L48207000+03001 Existing West Rosebud Creek Bridge

14101

CP

14102

14103

CP

R

T

El.= 5109.69

E= 1946244.138

N= 416110.055

13A

10A -10%

34+98

A

-11%

35+38

A

18A

11A

See sheet J.1

Roadway obliteration, method 1

541 245 22

624 230 existing guardrail

Do not disturb

C.O.S. 231874

Tract 2

C.O.S. 231874

Tract 1

C.O.S. 269681

Tract 2

C.O.S. 275507

C.O.S. 235528

Tract 3A

C.O.S. 265142

Tract 2A

C.O.S. 284892

Lot 1

C.O.S. 284892

Lot 2

C.O.S. 289533

Tract 3A-2A

502+18.34 = 18+03.57

RECONSTRUCTION

WEST ROSEBUD CREEK ROAD

MT STILLWATER 207(1)

RESUME PROJECT

I n s ta ll

A p p r o a c h P ip e C u lv e r t

,1

.6

,1

.9

+1.3067

-6.3600%

100' VC

K = 13

SSD = 191'

,0

.2

-3.1905%

300' VC

K = 95

31+75

5,046.50

250' VC

K = 43

,0

.2

+2.5

200' VC

K = 343

,0

.5

+3.1

+1.83 08%

200' VC

K = 152

SSD = 918'

,0

.4

200' VC

K = 450

T

D

R= 4,100.00'

T= 62.26'

L= 124.52'

D

R= 4,100.00'

T= 90.14'

L= 180.26'

D

R= 4,100.00'

T= 61.74'

L= 123.48'

D

R= 4,100.00'

T= 55.20'

L= 110.39'

D

R= 425.00'

T= 141.34'

L= 272.90'

D

R= 185.00'

T= 110.09'

L= 198.61'

D

R= 375.00'

T= 65.21'

L= 129.12'

P C

.0

P T

.5

P C

.9

P T

.2

P C

.9

P T

.3

P C

.1

P T

.5

P C

.4

P T

.3

P C

.4

P T

.0

P C

.3

P T

.4

P C

.4 e= NC e= NC e= NC e= NC

P C

.0

P T

.5

P C

.9

P T

.2

P C

.9

P T

.3

P C

.1

P T

.5

P C

.4

P T

.3

3e= NC e= NC e= NC

CUYD

EXC.

CUYD

EMB.

70+0065+0060+0055+0050+0045+0040+00

5050 5050

5060 5060

5070 5070

5080 5080

5090 5090

5100 5100

5110 5110

5120 5120

5130 5130 m t-a fb .d g n

I n t_ ft

D

D.4

STATE PROJECT

M a r

B E

T H

O M

P S

C h e c k e d b y

D e s ig n e d b y

Existing ground

Profile grade

N

Line to be constructed

CP

14104

CP

14105

CP

14106

14107

CP

CP

14108

R

T

17A

18A

16A

14A

A

-1

2,098

See sheet C.4

Subexcavation

C.O.S. 205407

Tract A

C.O.S. 205407

Tract B

C.O.S. 275507

See sheets J.2-J.3

5 strand, RT

Fence, barbed wire, See sheets J.2-J.3

Fence, barbed wire, 4 strand, LT

See sheets J.2-J.3

Fence, barbed wire, 5 strand, RT

A r c h P ip e C u lv e r t

I n s ta ll

E q u iv a le n t

I n s ta ll

P ip e C u lv e r t

I n s ta ll

P ip e C u lv e r t

I n s ta ll

P ip e C u lv e r t

P ip e C u lv e r t

I n s ta ll

A p p r o a c h

7 1762 32 4

,0

.4

200' VC

K = 450 4

,0

.0

+2.27 50%

+1.483 9%

200' VC

K = 253

SSD = 1464'

,0

.5

200' VC

K = 284

,0

.2

+2.18 75%

+0.3750%

200' VC

K = 110

SSD = 695' 5

,0

.0

200' VC

K = 165

,0

.7

+1.588 2%

200' VC

K = 202

,1

.5

+2.5

+1.600 0%

200' VC

K = 205

SSD = 1204'

,0

.4

R= 425.00'

T= 74.67'

L= 147.83'

D

R= 500.00'

T= 123.29'

L= 241.76'

D

R= 500.00'

T= 131.41'

L= 257.01'

D

R= 425.00'

T= 62.50'

L= 124.12'

D

R= 500.00'

T= 89.32'

L= 176.78'

P C

.4

P T

.2

P C

.6

P T

.4

P C

.3

P T

.3

5 9

P C

.3

P T

.4

P C

.8

P T

.6 e= NC e= NC e= NC e= NC e= NC

CUYD

EXC.

CUYD

EMB.

100+0095+0090+0085+0080+0075+0070+00

5110 5110

5120 5120

5130 5130

5140 5140

5150 5150

5160 5160

5170 5170

5180 5180

5190 5190 m t-a fc .d g n

I n t_ ft

D

D.5

STATE PROJECT

M a r

B E

T H

O M

P S

C h e c k e d b y

D e s ig n e d b y

Existing ground

Profile grade

Line to be constructed

N

CP

14109

14110

CP

14111

CP

14112

CP

L

T

A

4,067

See sheets J.5-J.7

Install cattle guard, 24 feet

C.O.S. 275507

See sheets J.2-J.3

Fence, barbed wire, 5 strand, RT

See sheets J.2-J.3

Fence, barbed wire, 5 strand, RT

A r c h P ip e C u lv e r t

I n s ta ll

E q u iv a le n t

P ip e C u lv e r t

I n s ta ll

A p p r o a c h

A r c h P ip e C u lv e r t

I n s ta ll

E q u iv a le n t

584 2

,1

.5

300' VC

K = 113

,1

.2

+4.2

0%

+1.3939

300' VC

K = 105

SSD = 528'

,1

.7

+2.5

200' VC

K = 168

,1

.0

+1.3571

200' VC

K = 163

SSD = 980'

,1

.7

200' VC

K = 76

,1

.7

+4.0

0%

+2.03 85%

200' VC

K = 102

SSD = 650'

+1.600 0%

R= 4,100.00'

T= 15.72'

L= 31.44'

D

R= 750.00'

T= 141.39'

L= 279.49'

D

R= 1,700.00'

T= 114.07'

L= 227.79'

P C

.0

P T

.4

P C

.0

P T

.5

P C

.7

P T

.5 e= NC e= NC e= NC

CUYD

EXC.

CUYD

EMB.

130+00125+00120+00115+00110+00105+00100+00

5180 5180

5190 5190

5200 5200

5210 5210

5220 5220

5230 5230

5240 5240

5250 5250

5260 5260 m t-a fd .d g n

I n t_ ft

D

D.6

STATE PROJECT

M a r

B E

T H

O M

P S

C h e c k e d b y

D e s ig n e d b y

Existing ground

Profile grade

Line to be constructed

N

CP

14113

CP

14114

CP

14115

CP

2,940

14115ACP

See sheets J.2-J.3

Fence, barbed wire, 4 strand, RT

See sheets J.2-J.3

Fence, barbed wire, 4 strand, RT

14 114 4 16

,1

.0

+2.03 85%

+2.5

200' VC

K = 380

,2

.7

+2.8

200' VC

K = 788

,2

.0

+3.8

3%

200' VC

K = 197

D

R= 4,100.00'

T= 50.53'

L= 101.06'

D

R= 2,000.00'

T= 128.60'

L= 256.86'

D

R= 4,100.00'

T= 21.55'

L= 43.09'

D

R= 4,100.00'

T= 40.04'

L= 80.08'

D

R= 4,100.00'

T= 134.94'

L= 269.78'

P T

.5

P C

.2

P T

.2

P C

.9

P T

.8

P C

.6

P T

.6

P C

.5

P T

.6

5 P

C

.0

P T

.8

P C

.3

T= 161.64'

D

R= 4,100.00'

L= 323.11'e= NC e= NC e= NC e= NC e= NC e= NC

CUYD

EXC.

CUYD

EMB.

160+00155+00150+00145+00140+00135+00130+00

5260 5320

5270 5330

5280 5340

5290 5350

5300 5360

5310 5370

5320 5380

5330 5390

5340 5400 m t-a fe .d g n

I n t_ ft

D

D.7

STATE PROJECT

M a r

B E

T H

O M

P S

C h e c k e d b y

D e s ig n e d b y

Existing ground

Existing ground

Profile gradeProfile grade

Line to be constructed

N

CP

14119

CP

14118

CP

14117

CP

14116

5,582

2 6

See sheets J.2-J.3

Fence, barbed wire, 4 strand, RT

2 5

,2

.5

+3.8

3%

+1.83 33%

200' VC

K = 100

SSD = 640'

,2

.0

300' VC

K = 101

,2

.0

+4.

+3.8

4%

200' VC

K = 218

SSD = 1276'

150+00

5,340.50

300' VC

K = 584

SSD = 2249'

+3.3

4%

,3

.5

200' VC

K = 306

SSD = 1750'

,3

.5

300' VC

K = 584

SSD = 2249'

e= NC

T

T

T

T

U P

T

D

R= 4,100.00'

T= 161.64'

L= 323.11'

D

R= 1,500.00'

T= 156.67'

L= 312.22'

D

R= 185.00'

T= 75.70'

L= 143.70'

D

R= 340.00'

T= 89.33'

L= 174.71'

D

R= 340.00'

T= 87.44'

L= 171.18'

D

R= 340.00'

T= 49.58'

L= 98.47'

P T

.4

P C

.5

P T

.7

P C

.3

P T

.0

P C

.6

P T

.4

P C

.4

P T

.6

P C

.3

P T

.8

P C

.9

P T

.5

D

R= 340.00'

T= 66.64'

L= 131.61' e= NC e= NC e= NC e= NC e= NC e= NC e= NC

CUYD

EXC.

CUYD

EMB.

190+00185+00180+00175+00170+00165+00160+00

5370 5370

5380 5380

5390 5390

5400 5400

5410 5410

5420 5420

5430 5430

5440 5440

5450 5450 m t-a ff .d g n

I n t_ ft

D

D.8

STATE PROJECT

M a r

B E

T H

O M

P S

C h e c k e d b y

D e s ig n e d b y

Existing ground

Profile grade

Line to be constructed

N

CP

14120

CP

14121

CP

14122

CP

14123

R

T

R

T

-13%

184+25

A

5A

2,979

See sheets J.5-J.7

Install cattle guard, 24 feet

A

14A traffic counter

Remove electrical junction box, C.O.S. 207330

Tract B

C.O.S. 207330

Tract A

C.O.S. 261253

Tract 2

C.O.S. 261253

Tract 1

See sheets J.2-J.3

4 strand, LT

Fence, barbed wire, See sheets J.2-J.3

4 strand, LT

Fence, barbed wire, See sheets J.2-J.3

4 strand, RT

Fence, barbed wire, See sheet J.4

4 strand barbed wire, replace gate, Remove and

See sheet J.4

4 strand barbed wire, replace gate, Remove and

I n s ta ll

P ip e C u lv e r t

C u lv e r t

I n s ta ll

P ip e

I n s ta ll

P ip e C u lv e r t

P ip e C u lv e r t

I n s ta ll

A p p r o a c h

P ip e C u lv e r t

I n s ta ll

A p p r o a c h

I n s ta ll

P ip e C u lv e r t

803 35 75

+2.7

,3

.0

+0.4615%

200' VC

K = 89

SSD = 579'

,3

.5

300' VC

K = 69

,4

.7

+4.

+1.89 47%

300' VC

K = 103

SSD = 520'

,4

.7

+3.5

1%

200' VC

K = 123

,4

.0

+2.7

200' VC

K = 269

SSD = 1551'

188+25

5,454.25 +0.4545%

200' VC

K = 86

SSD = 565'

D

R= 340.00'

T= 66.64'

L= 131.61'

D

R= 500.00'

T= 103.31'

L= 203.75'

P C

.9

P T

.5

P C

.5

P T

.2

D

R= 400.00'

T= 108.60'

L= 212.10'

D

R= 185.00'

T= 153.06'

L= 255.74'

D

R= 185.00'

T= 90.72'

L= 168.68'

P C

.7

P T

.8

P C

.0

PT 205+

75.81

PC

.1

P T

.8

0 P

O T

.9 e= NC e= NC e= NC e= NC e= NC

CUYD

EXC.

CUYD

EMB.

220+00215+00210+00205+00200+00195+00190+00

5430 5430

5440 5440

5450 5450

5460 5460

5470 5470

5480 5480

5490 5490

5500 5500

5510 5510 m t-a fg .d g n

I n t_ ft

D

D.9

STATE PROJECT

M a r

B E

T H

O M

P S

C h e c k e d b y

D e s ig n e d b y

Existing ground

Profile grade

Line to be constructed

No Scale

CONNECTION DETAIL

section

See typical surfacing aggregate

Existing

N

.8

.8

See sheets G.1-G.18 Construct new bridge Remove existing bridge Allen Grade Bridge

CP

14124

CP

14125

CP

14126

CP

14127

CP

14128

W es t R os eb ud C re ek

L

T

El.= 5493.17

E= 1942054.265

N= 398406.318

A

17A

Mainline 208+31 =

-1 0%20

8+

A

B

See sheet E.2

Approach 1000+00

R

T

Remove gate

ST T

ST T

ST

ST

T

T

GR LT

GR RT

GR LT

GR RT

See sheet J.1

Roadway obliteration, method 1

Remove fence, RT

2,218

See sheet J.1

Roadway obliteration, method 1

C.O.S. 183509

C.O.S. 205005

Tract 1

C.O.S. 261253

Tract 2

210+50

RECONSTRUCTION

WEST ROSEBUD CREEK ROAD

MT STILLWATER 207(1)

END PROJECT

See sheets J.2-J.3

Fence, barbed wire, 4 strand, LT

See sheets J.2-J.3

Fence, barbed wire, 4 strand, RT 2

See sheets J.2-J.3

Fence, barbed wire, 4 strand, RT

See sheets J.2-J.3

Fence, barbed wire, 4 strand, LT

See sheet J.4

4 strand barbed wire, Install gate, P ip e C u lv e r t

A p p r o a c h

I n s ta ll

P ip e C u lv e r t

I n s ta ll

A p p r o a c h

24 505 98 (Includes 57 for approach road 208+31 LT)

943 (Includes 71 for approach road 208+31 LT)

,4

.5

200' VC

K = 93

,4

.0

+2.6

+2.33 33%

200' VC

K = 709

SSD = 3926'

,4

.0

200' VC

K = 179

,4

.0

+3.4

3%

-0.5357%

300' VC

K = 75

SSD = 421'

,4

.0

+4.

300' VC

K = 58

,4

.1

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

14101 416030.943 1946146.955 5109.564 45°23'27.23774" -109°35'13.33718" 5076.857 0.999545761 5/8" IR W/ALUM CAP 1.

14102 415245.799 1945979.051 5058.170 45°23'19.48253" -109°35'15.67806" 5025.513 0.999549255 5/8" IR W/ALUM CAP

14103 414434.218 1946031.891 5055.048 45°23'11.46868" -109°35'14.92483" 5022.429 0.999550484 5/8" IR W/ALUM CAP

14104 413608.667 1945998.849 5070.894 45°23'03.31593" -109°35'15.37494" 5038.32 0.999550828 5/8" IR W/ALUM CAP

14105 412923.939 1946040.983 5082.810 45°22'56.55466" -109°35'14.77378" 5050.27 0.999551173 5/8" IR W/ALUM CAP

14106 412351.423 1946004.645 5091.401 45°22'50.90062" -109°35'15.27402" 5058.893 0.999551528 5/8" IR W/ALUM CAP

14107 411918.398 1946313.180 5102.593 45°22'46.62786" -109°35'10.94395" 5070.089 0.999551574 5/8" IR W/ALUM CAP

14108 411254.762 1945998.611 5117.637 45°22'40.07097" -109°35'15.34139" 5085.189 0.999551744 5/8" IR W/ALUM CAP

14109 410588.266 1945617.661 5136.516 45°22'33.48504" -109°35'20.66858" 5104.128 0.999551736 5/8" IR W/ALUM CAP

14110 410011.432 1945619.664 5144.984 45°22'27.78880" -109°35'20.63133" 5112.633 0.999552105 5/8" IR W/ALUM CAP

14111 409268.848 1945269.890 5166.528 45°22'20.45181" -109°35'25.51998" 5134.238 0.999552074 5/8" IR W/ALUM CAP

14112 408796.871 1944778.038 5179.482 45°22'15.78535" -109°35'32.40327" 5147.243 0.99955209 5/8" IR W/ALUM CAP

14113 408049.412 1944510.444 5199.234 45°22'08.40103" -109°35'36.13981" 5167.051 0.999552154 5/8" IR W/ALUM CAP

14114 407534.240 1944237.236 5213.330 45°22'03.31047" -109°35'39.95865" 5181.191 0.999552175 5/8" IR W/ALUM CAP

14115 406971.244 1943987.670 5228.781 45°21'57.74788" -109°35'43.44527" 5196.687 0.999552196 5/8" IR W/ALUM CAP

14115A 406172.265 1943949.005 5251.346 45°21'49.85749" -109°35'43.97327" 5219.298 0.999552198 5/8" IR W/ALUM CAP

14116 405286.432 1943981.985 5275.294 45°21'41.11028" -109°35'43.49616" 5243.292 0.999552253 5/8" IR W/ALUM CAP

14117 404529.017 1944052.791 5305.474 45°21'33.63166" -109°35'42.49144" 5273.508 0.999551839 5/8" IR W/ALUM CAP

14118 403639.207 1943953.386 5340.018 45°21'24.84360" -109°35'43.86863" 5308.108 0.999551397 5/8" IR W/ALUM CAP

14119 402859.995 1943946.153 5366.005 45°21'17.14881" -109°35'43.95663" 5334.137 0.999551215 5/8" IR W/ALUM CAP

14120 402116.372 1943858.006 5382.185 45°21'09.80449" -109°35'45.17847" 5350.362 0.999551453 5/8" IR W/ALUM CAP

14121 401615.391 1943767.249 5405.096 45°21'04.85621" -109°35'46.44094" 5373.306 0.999551042 5/8" IR W/ALUM CAP

14122 401250.335 1943224.092 5420.492 45°21'01.24464" -109°35'54.04150" 5388.758 0.999550803 5/8" IR W/ALUM CAP

14123 400542.956 1942845.624 5445.844 45°20'54.25456" -109°35'59.32928" 5414.174 0.999550557 5/8" IR W/ALUM CAP

14124 400062.574 1942667.683 5453.979 45°20'49.50857" -109°36'01.81260" 5422.346 0.999550824 5/8" IR W/ALUM CAP

14125 399375.882 1942689.551 5471.878 45°20'42.72779" -109°36'01.49403" 5440.281 0.999550907 5/8" IR W/ALUM CAP

14126 399056.512 1942536.134 5478.946 45°20'39.57209" -109°36'03.63664" 5447.377 0.999551006 5/8" IR W/ALUM CAP

14127 398654.022 1942518.565 5488.998 45°20'35.59729" -109°36'03.87540" 5457.451 0.999551077 5/8" IR W/ALUM CAP

14128 398630.435 1942116.504 5488.844 45°20'35.35921" -109°36'09.50505" 5457.327 0.999551115 5/8" IR W/ALUM CAP

200 407613.425 1944249.957 5211.416 45°22'04.09257" -109°35'39.78177" 5179.272 0.999552159 USCGS Benchmark "50 GWM 1939 5208"

PROJECT : WEST ROSEBUD CREEK ROAD RECONSTRUCTION

DATE OF FIELD WORK : NOVEMBER 2014 PROJECT UNITS : INTERNATIONAL FOOT

COORDINATE SYSTEM : MONTANA STATE PLANE COORDINATES (2500)

NAD83(2011) EPOCH 2010.000

VERTICAL DATUM : NAVD88 COMPUTED USING GEOID12A

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.

F:

\h ig hw ay s\

FH

W

A\

_W es t_

R os eb ud

\D es ig n\

Pl an a nd

P ro fil e\

[m t-a2

_c on tr ol sh ee t.

xl sx ]S he et

-M ar -2

3:

P M

R

PA

8/

R

PA

8/

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.10

SHEET

NUMBER

STILLWATER 207(1)MT

SURVEY CONTROL

1. See sheet E.3 for approach road details.

[1] Based on 1.97 TON/CUYD.

[2] See sheet E.2.

208+31 RT 17

505+55 RT 16

178+53 RT 7

184+25 RT 14

200+44 LT 11

202+06 RT 11

208+31 LT [2] 55

45+51 LT 8

58+83 RT 8

95+70 LT 9

164+50 LT 61

176+29 RT 17

37+26 LT 11

39+83 RT 7

40+07 LT 11

41+27 LT 11

41+52 RT 8

Item 20401-0000 Roadway excavation

(CUYD)

Embankment

(CUYD)

FOR INFORMATION

ONLY

Mainline Station

35+38 LT 12

34+98 LT 10

0.04

Item 62406-0300 Placing conserved topsoil, 4-inch depth (ACRE)

Item 62503-0000 Turf establishment

(SLRY)

30+50 RT 0.01 6

34+98 LT 0.01 2 2 0.01 0.04

35+38 LT 0.01 1 3

APPROACH ROAD SURFACING QUANTITIES

30+50 RT 10

33+78 LT 8

FOOTNOTE:

Item 30110-0000 Aggregate surface course

(TON) [1]

Mainline Station

0.0133+78 LT 0.01 2

39+83 RT 0.01 1 1 0.01

40+07 LT 0.01

NOTE:

0.01 0.04

Item 20101-0000 Clearing and grubbing

(ACRE)

41+27 LT 0.01 1 5 0.01 0.04

41+52 RT 0.01 1

322Total 0.3 116 161Total

2 0.01 0.04

3 0.01 0.04

45+51 LT 0.01 1 3 0.01 0.04

58+83 RT 0.01 1 2 0.01 0.04

0.01 0.04

37+26 LT 0.01 2 3 0.01 0.04

0.04

95+70 LT 0.01 2 3 0.01 0.04

164+50 LT 0.01 6 19 0.02 0.09

176+29 RT 0.01 2 10 0.02 0.09

178+53 RT 0.01 1 2 0.01 0.04

184+25 RT 0.01 3 1 0.02 0.08

200+44 LT 0.01 1 6 0.01 0.04

2 3 0.02 0.08

208+31 LT [2] 0.08 57 71 0.02 0.16

505+55 RT 0.02 21 0.03 0.12

APPROACH ROAD EARTHWORK QUANTITIES

0.3 1.3

208+31 RT 0.02 1 22 0.03 0.12

202+06 RT 0.01

STATE PROJECT

STILLWATER 207(1) E.1MT

F:

\h ig hw ay s\

FH

W A\

_W es t_ R os eb ud

\D es ig n\

Ap pr oa ch

R oa ds m t-

-F eb -2

7:

A M

C

K N

U

TH

/2

N

B

EL

L

/2

D es ig ne d by

C he ck ed b y:

SHEET

NUMBER

TABULATION OF APPROACH

ROAD QUANTITIES

0 P

C

.0

P T

.2

P O

T

.6

D

R= 25.00'

T= 9.55'

L= 18.25' e= NC

Line to be constructed

Existing ground

Profile grade

N

CP

14128

(MAINLINE 208+31 LT)

1000+10 TO 1001+00

PRIVATE APPROACH

Approach 1000+00

Mainline 208+31=

CUYD

EXC.

CUYD

EMB.

1001+001000+00 m t-a g a .d g n

I n t_ ft

D

E.2

STATE PROJECT

F e b

B E

T H

O M

P S

C h e c k e d b y

D e s ig n e d b y

C/E

P E

MAINLINE 208+31

1000+10.00

BEGIN PRIVATE APPROACH

El.= 5486.21

E= 1942191.656

N= 398557.362 1001+00

END PRIVATE APPROACH

El.= 5483.29

E= 1942161.682

N= 398473.933 of road (typ.)

Existing edge of road (typ.)

Proposed edge

R/W

R

W

,4

.8

,4

.2

,4

.5

-3.8500%

-0.7000%

50' VC

,4

.2

K = 193

Stationing

Mainline x x x x x

C of highway L x x

Length

Approach Road

L

APPROACH ROAD DETAILS

C of approach

C of highway L

C of designed approachL

Mainline xxx+xx =

MINOR APPROACH ROAD LOCATION SYMBOLFULL-DESIGN APPROACH ROAD LOCATION SYMBOL

A FOOTNOTE:

B

Approach type

Type

Approach

Approach xxx+xx

STATION

MAINLINE

R1 R2 L REMARKSW

APPROACH ROAD TABLE

c o n s tr u c ti o n

E n d o f a p p r o a c h

Approach length variable as shown on cross sections

Approach grade

C of approachL

C of highwayL

1:3 1:3 approach road profile and superelevation

Taper aggregate surface course to match existing stake

Cut slope

APPROACH PLAN DETAIL

APPROACH PROFILE DETAIL

APPROACH SECTION DETAIL

Aggregate surface course, 6" compacted depth

6" compacted depth

Aggregate surface course in cross sections grade of approach as shown

Grade shown is designed

TYPE

4% crown 4% crown

Edge of traveled way traveled way

Edge of

5'

5'

C le a r in g l im it s

C le a r in g l im it s limits

Turf establishment

4-inch depth

Placing conserved topsoil

4-inch depth

Placing conserved topsoil, Turf establishment limits

NO SCALE

Butler Ranch Road

Gold Medicine Trail

Jack Fence Lane

505+55 RT

208+31 RT

208+31 LT

202+06 RT

200+44 LT

184+25 RT

178+53 RT

176+29 RT

164+50 LT

95+70 LT

58+83 RT

45+51 LT

41+52 RT

41+27 LT

40+07 LT

39+83 RT

37+26 LT

35+38 LT

34+98 LT

33+78 LT

30+50 RT

A

A

B

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

E.3

STATE PROJECT

F e b

A

M m t-a g b .d g n

U

S I n t2

B E e c k e d b y

T H

O M

P S s ig n e d b y

[1

Fill slope stake

[3]

[2]

Variable

[2]

Variable in Cut Slopes."

See Standard 602-6, "Pipe Culvert Inlet Treatment[3] with adjacent roadway construction.

Construct side slopes of approaches to be compatible[2] to existing alignment of approach is at an angle.

Continue approach radius as required if connection[1]

LT & RT

LT & RT

LT

RT

RT

LT

RT

RT

RT

LT

RT

LT

RT

LT

RT

RT

LT

LT & RT

LT & RT

[1] See sheet F.6 for details.

[2] See sheet F.7 for details.

[3] For use throughout project as approved.

1,101

FOOTNOTE:

135Total

204+80 to 205+60 206+65 to 206+95 136

5,000

171+00 to 175+35 197+85 to 198+75

105+25 to 106+75 117+75 to 119+10

96+60 to 100+00

99+25 to 100+15

75+60 to 76+15 75+60 to 76+05

98+96 49

75+91 40

32+25 to 33+00 42+00 to 42+50

42+36 46

65+35 to 66+60 71+15 to 73+75

54+15 to 61+05 60+85 to 63+00

EROSION CONTROL QUANTITIES

Item 15705-1400

Soil erosion control, fiber roll

(LNFT) [2]

500+00 to 506+00, 18+03.57 to 210+50 LT & RT 427 [3]

31+00 to 31+55

Station to Station Side

Item 15705-1300 Soil erosion control, temporary diversion channel

(LNFT) [1]

42+25 to 42+65

48+75 to 59+60

STATE PROJECT

STILLWATER 207(1) F.1MT

F:

\h ig hw ay s\

FH

W A\

_W es t_ R os eb ud

\D es ig n\

Er os io n

C on tr ol m t-

-F eb

-2

9:

A

M B

TH

O

M

PS

O N

/2

N

B

EL

L

/2

D es ig ne d by

C he ck ed b y:

SHEET

NUMBER

TABULATION OF EROSION

CONTROL QUANTITIES

m t-a d a .d g n

I n t_ ft

D

F.2

STATE PROJECT

F e b

B E

T H

O M

P S

C h e c k e d b y

D e s ig n e d b y

N

N

NOTE:

Contours shown represent existing topography, prior to construction.

TEMPORARY EROSION CONTROL LEGEND*:

Install fiber roll

Install fiber roll

Install fiber roll

Install fiber roll

Install fiber roll

Install fiber roll

Install fiber roll

Install fiber rolldiversion channel

Install temporary

500+00

RECONSTRUCTION

WEST ROSEBUD CREEK ROAD

MT STILLWATER 207(1)

BEGIN PROJECT

506+00

RECONSTRUCTION

WEST ROSEBUD CREEK ROAD

MT STILLWATER 207(1)

SUSPEND PROJECT

502+18.34 = 18+03.57

RECONSTRUCTION

WEST ROSEBUD CREEK ROAD

MT STILLWATER 207(1)

RESUME PROJECT

18+03.57 TO 70+00

500+00 TO 506+00

EROSION CONTROL PLAN

*See sheets A.2 and D.2 for other features not listed in legend

Temporary diversion channel

Fiber roll

Delineated wetland

C

S P

A p lu g g e d

C

C

S P

WEST ROSEBUD CREEK

WEST ROSEBUD CREEK

M

U S

C

5 9 m t-a d b .d g n

I n t_ ft

D

F.3

STATE PROJECT

F e b

B E

T H

O M

P S

C h e c k e d b y

D e s ig n e d b y

N

N

Install fiber roll

Install fiber roll

Install fiber roll

Install fiber roll

Install fiber roll

Install fiber roll

Install fiber roll

70+00 TO 130+00

EROSION CONTROL PLAN

diversion channel

Install temporary diversion channel

Install temporary

805385

WEST ROSEBUD CREEK

C

S P

C

S P

GOLD MEDICINE TRAIL

W E S T

R O S E B

U D

C R E E K

5 1 0 1 m t-a d c .d g n

I n t_ ft

D

F.4

STATE PROJECT

F e b

B E

T H

O M

P S

C h e c k e d b y

D e s ig n e d b y

N

N Install fiber roll

130+00 TO 190+00

EROSION CONTROL PLAN

C

S P

W E

S E

B

E E

K

M

U S

C

T R

E E

L

IN

E m t-a d d .d g n

I n t_ ft

D

F.5

STATE PROJECT

F e b

B E

T H

O M

P S

C h e c k e d b y

D e s ig n e d b y

N

Install fiber roll

Install fiber roll

Install fiber roll

190+00 TO 210+50

EROSION CONTROL PLAN

210+50

RECONSTRUCTION

WEST ROSEBUD CREEK ROAD

MT STILLWATER 207(1)

END PROJECT

2'2'2'2'

A

B B

Flow

SECTION A-A SECTION B-B

SECTION A-A

SECTION B-B

Flow

Flow

Flow embankment

Roadway

NOTE:

PLASTIC LINED DIVERSION CHANNEL

RIPRAP LINED DIVERSION CHANNEL

Flow

Sandbags

SECTION B-B

PLAN

DIVERSION CHANNEL

Plastic linerSandbagsPlastic liner temporary barrier

Use sandbags to construct

Permanent culvert

Roadway centerline

Permanent natural channel

Earthwork limits

Subgrade

Temporary culvert backfill

Natural ground with plastic liner or riprap

Temporary diversion channel

Ø

1:1 1:

6"

1:1 1:

6"

1:1 1:

1:1

1:

whichever is greater.

Ø = 2' or diameter of temporary culvert, DIVERSION CHANNELS

TEMPORARY

see Section A-A backflow into natural channel, Use sandbags to prevent

Riprap, class 1 Riprap, class 1

Silt fence (typ.)

sandbags.

6" deep and secure with riprap or upstream edge of the liner a minimum of joints if using a plastic liner. Bury the

Do not construct channel with longitudinal Sandbag (typ.)

embankment

Roadway

Ø

Bedding (typ.)

TEMPORARY CULVERT(S)

See note 6

Temporary culvert(s)

7.

6.

5.

4.

3.

2.

1.

see note 5

Diversion channel, and secure with sandbags (typ.)

Bury plastic liner 6" deep

F.6

STATE PROJECT

M a r

P

M m t-a d e .d g n

U

S C u s to m a r

B E e c k e d b

T H

O M

P S s ig n e d b y

2Ø

4Ø4Ø

2Ø

4Ø

2Ø

4Ø

2Ø when scheduled)

Silt fence (typ.

NO SCALE

when scheduled)

Silt fence (typ.

ØØ

Ø Ø

(typ.)

Sandbag

Subsection 157.10.

be used. Conform to the requirements of

Single or multiple temporary culverts may type E, nonwoven

Geotextile, class 2, type E, nonwoven

Geotextile, class 2,

0.5 percent.

Construct channel at a minimum grade of diversion channel.

length and width of the temporary

Use plastic liner or riprap along the entire channel locations.

See Sheet F.1 for temporary diversion methods listed in Subsection 204.11(a).

Compact temporary culvert backfill using with temporary culvert as approved.

channel through the roadway embankment

Replace the portion of the diversion

Drive stakes at each end and at 4' spacing

(ft)

(ft)

Excavate trench 2"

REVISED:

DETAIL APPROVED FOR USE 10/2014

FIBER ROLL

W157-21

3' min.

3' min. or m in

M in t o

1" x 1" Wood stake

3" to 5"

D e c e m b e r

U h ig h w a y s F

H W

A

W e s t_

R o s e b u d D e s ig n E r o s io n C o n tr o l\ m t-a

D e t.

W .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

F.7 STILLWATER 207(1) MT

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

ELEVATION

Direction of runoff Fi ll slo pe

Flow

PLAN

Spacing Slope

STAKES REQUIRED

disturbed areas

Runoff from

1:1

1:2

1:3

1:4 or flatter as specified in plans

2.

1.

DRAINAGE DITCH INSTALLATION

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

Fiber roll length for each roll

Stakes required

FIBER ROLL SPACINGStep 2: Backfill soil against fiber rolls and install fiber rolls

Step 1: Excavate trench

FIBER ROLL STAKING DETAIL

conditions.

Use drainage ditch installation only in low flow permanent installations.

roll while staking. Live stakes may be used for until fiber roll is secure to slope. Do not crush

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

NOTE:

NO SCALE

Fiber roll larger than fiber roll

Existing ground (typ.)

Stagger joints (typ.)

Existing ground

Fiber roll along contours.

Install fiber rolls

Flow direction to end, without overlapping the ends

Abut adjacent fiber rolls tightly, end

Install fiber rolls snugly into trench.

soil to ground level

Backfilled and compacted

Slope

Stake and entrench fiber roll water from flowing around the fiber roll

Provide sufficient length to prevent sp ac in g ch ar t

S ee f ib er r ol l

Direction of runof f from distur bed area s

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NO. DATE BY REVISIONS DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADER

NO. DATE BY REVISIONS

DATE

m t-

A

G A .D

G N

I n t_ ft

D

G.1

STATE PROJECT

M a r

P

M

Q V WS EL.

upstream face of bridge.

Note: Water surface elevations are at

PROFILE GRADE DIAGRAM

ELEVATION

HYDRAULIC DATA

Bridge elevations are at profile grade @ layout line

STILLWATER COUNTY, MT

RG3085-A

J. Schlegelmilch 1"= 6'-0" B. Wacker S. Markwardt J. Schlegelmilch

PLAN & ELEVATION

Centerline bearing

Profile grade

El. 5,486.55

STA. 205+85.81

Top of curb

Est. Tip El. 5,436.00Est. Tip El. 5,436.00 op maxQ

Q

7.5

6.8

5,477.23

5,474.83

105'-0" Bridge length

99'-4"

DESCRIPTION

5,480

5,490

5,470

N

Abutment 1 Abutment 2

BRIDGE SHEET

BRIDGE SHEET INDEX

NO.

SHEET

SHEET NO.

1:2 1:

maxQ WS EL. = 5,477.23

BEGIN BRIDGE END BRIDGE

Centerline bearing -0.5357% grade

No Scale

SSD = 421'

K = 75

300' VC

K = 58

300' VC

,4

.0

,4

.0

-0.5357% +3.4

3%

+4.

,4

.5

,4

.9

.8

.8

LC

PLAN

10'-0"105'-0" Bridge length10'-0"

El. 5,486.55

STA. 205+85.81

BEGIN BRIDGE END BRIDGE

LC

El. 5,486.31

El. 5,486.31

El. 5,485.75

El. 5,485.75

El. 5,477.72 El. 5,478.28

Structure transition railing (typ.)

Low girder El. = 5,481.10

10'-0"

" thick steel pipe pile (typ.)2

1:

1:2 bulb-tee girders

Prestressed

Bridge at Roadway

10'-0"

2'-10"

Approach slabApproach slab

2'-10"

FEBRUARY 2016

Direction of Flow

West Rosebud Creek

ALLEN GRADE BRIDGE

REBAR LIST 2 OF 2

REBAR LIST 1 OF 2

APPROACH RAILING DETAILS

BRIDGE RAILING DETAILS

BRIDGE RAILING AND CURBS

APPROACH SLAB

GIRDER DETAILS

P/S GIRDER SECTIONS

P/S GIRDERS B & C

P/S GIRDERS A & D

DECK PLAN DETAILS

ABUTMENT 2 WING WALLS

ABUTMENT 1 WING WALLS

ABUTMENT END WALL DETAILS

ABUTMENT CAP

SUBSURFACE INFORMATION

GENERAL NOTES & FOUNDATION PLAN

PLAN & ELEVATION

RG3085-R

RG3085-Q

RG3085-P

RG3085-O

RG3085-N

RG3085-M

RG3085-L

RG3085-K

RG3085-J

RG3085-I

RG3085-H

RG3085-G

RG3085-F

RG3085-E

RG3085-D

RG3085-C

RG3085-B

RG3085-A

LCExisting ground @ of roadway class 4. See Section H.

Placed riprap, method A, GENERAL NOTES:

RG3085-B

2 of 18 FEBRUARY 2016

G.2

STATE PROJECT

M a r

P

M m t-

A

G B .D

G N

I n t_ ft

D

J. Schlegelmilch 1"= 10'-0" B. Wacker S. Markwardt J. Schlegelmilch

FEDERAL HIGHWAY ADMINISTRATION

PLAN

GENERAL NOTES & FOUNDATION

Abutment 1

Abutment 2

1'-6"1'-6"

3'-0"

Bearing @ pile

Bearing @ pile

Test pile

ST-20

ST-19

F lo w

FOUNDATION PLAN AND BORING LOCATIONS

Test pile

ESTIMATE

ITEM NO. DESCRIPTION UNITQUANTITY NOTES

FOOTNOTE:

BRIDGE SHEET SHEET NO.

SK Geotechnical. See Summary of Subsurface Information on Sheet G.4.

For geotechnical information see Geotechnical Report No. 14-3206G, prepared by

GEOTECHNICAL REPORT:

of the CO.

only. Do not drive piles beyond one foot below estimated tip elevation without approval fitted with driving points. The minimum tip elevation shown is for estimating quantities shall be full cross section pre-qualified groove weld butt joints. Steel H piles shall be

Steel H piles shall conform to ASTM A 572, A 588, or A 690, grade 50. All pile splices

STEEL H PILES:

to ASTM A307 galvanized.

tie connections shall be furnished in black iron finish. Diaphragm anchor bolts shall conform

ASTM A36. All structural metal shall be galvanized after fabrication except girder welded

All structural metal for welded connections, and structural steel shapes shall conform to

MISCELLANEOUS STRUCTURAL METAL:

manufacture and erection.

curb ties, joint filler, bearing devices, and any other details and material required for reinforcing steel (conventional and prestressed), concrete inserts, lifting devices, grouting, Specifications. Detail the precast prestressed girder units, indicating on the plans

Provide smooth finish on the top surface of the girders according to FP-14 Standard

LRFD Bridge Design Specifications, except limit tensile stresses to zero after losses.

Design precast prestressed concrete decked Bulb-Tee Units according to current AASHTO

PRESTRESSED CONCRETE DECKED BULB-TEE UNITS:

relaxation prestressing strand conforming to AASHTO M203 (ASTM A416).

Pretensioned, prestressing steel shall be Grade 270, 0.6-inch Ø, seven-wire, bright low

PRESTRESSING STEEL:

curbs, endwalls, pile cap, wing walls, approach slab, and sleeper beam).

unless shown otherwise on the plans. All reinforcing steel shall be epoxy coated (girders, Grade 60). The minimum concrete covering to the face of any bar shall be 2 inches, All reinforcing steel shall conform to AASHTO M31, Grade 60 deformed (ASTM, A615, REINFORCING STEEL:

expansion joint filler shall meet the requirements of AASHTO M213.

filler shall meet the requriements of ASTM D1056, type 2, Grade 2 or 3. Preformed

", unless shown otherwise on plans. Preformed flexible cellular joint 4 3concrete type II cement. All cement shall be low alkali cement. Chamfer exposed edges of all design compressive strength fc'=4000 psi. All Class A(AE) concrete shall be made with

All cast-in-place concrete shall be structural concrete Class A(AE) with a minimum 28-day

CAST-IN-PLACE:

Vehicle load : HL93: Maximum dynamic load allowance (Impact), IM=33%

LIVE LOAD:

Active lateral earth pressure: Equivalent fluid unit weight of soil, 37 pcf.

Asphalt wearing surface : 140 lb. per cubic foot.

Concrete in Prestressed concrete Units : 155 lb per cubic foot.

Cast-in-place concrete : 150 lb per cubic foot.

DEAD LOAD:

Construction of Roads and Bridges on Federal Highway Projects, FP-14.

CONSTRUCTION: Federal Highway Administration Standard Specifications for

Edition 2014.

DESIGN: AASHTO LRFD Bridge Design Specifications, Customary U.S. Units, 7th

SPECIFICATIONS:

END BRIDGE

BEGIN BRIDGE

105'-0" Bridge length e q s p a

LC LC

LC LC

LC LC

FOUNDATION NOTES:

56401-1000

55601-0900

55401-2000

55302-3700

55201-0200

55104-1000

55101-2200

20801-0000

20301-0400

EACH

LNFT

LB

LNFT

CUYD

EACH

LNFT

CUYD

EACH

2'-10" 99'-4" Span 2'-10"

Existing Bridge

Bridge at Roadway

ALLEN GRADE BRIDGE

BEARING DEVICE, ELASTOMERIC

BRIDGE RAILING, STEEL

REINFORCING STEEL, EPOXY COATED

PRECAST, PRESTRESSED CONCRETE DECKED BULB TEE GIRDER

STRUCTURAL CONCRETE, CLASS A(AE)

DYNAMIC PILE LOAD TEST

STEEL PIPE PILE, IN PLACE (16" DIA. X 1/2" THICK)

STRUCTURE EXCAVATION

REMOVAL OF BRIDGE (ALLEN GRADE BRIDGE)

14944

9.

8.

7.

6.

5.

4.

3.

2.

1.

Contract quantity.[1]

[1]

[1]

[1]

[1]

[1]

[1]

[1]

SK Geotechnical. See Summary of Subsurface Information on Sheet RG3085-C.

For geotechnical information see Geotechnical Report No. 14-3227G, prepared by

GEOTECHNICAL REPORT:

piles beyond one foot below estimated tip elevation without approval of the CO.

The minimum tip elevation shown is for estimating quantities only. Do not drive splices. Drive pipe piles with inside fit cutting shoes equipped with cutting teeth.

Furnish ASTM A-252 Grade 3, Yield Strength 45 ksi. Drive full length without

STEEL PIPE PILING:

in accordance with AASHTO M111 or M232.

to be black iron finish. Furnish diaphragm anchor bolts conforming to ASTM A307 and galvanized shapes. Galvanize all metal after fabrication, except girder welded flange-tie connections

Furnish ASTM A36 for all structural metal for field-welded connections and structural steel

MISCELLANEOUS STRUCTURAL METAL:

shown otherwise on plans.

field cast concrete curbs. Chamfer exposed edges of all concrete 3/4", unless

Finish top surface of the girders with a grooved finish except roughen finish under

Fabricate with Class P(AE) concrete with a minimum f’c=7,000 psi and minimum f’ci=6,000 psi.

PRESTRESSED CONCRETE DECKED BULB-TEE UNITS:

prestressing strand conforming to AASHTO M203 (ASTM A416).

Furnish Grade 270, 0.6-inch diameter, seven-wire, uncoated low-relaxation

PRESTRESSING STEEL:

unless noted otherwise.

reinforcing steel. Provide a minimum concrete cover of 2 inches on formed face, Furnish epoxy coated, AASHTO M31, Grade 60 deformed (ASTM, A615, Grade 60).

REINFORCING STEEL:

Furnish preformed expansion joint filler conforming to AASHTO M213.

Furnish preformed flexible cellular joint filler conforming to ASTM D1056, Type 2, Grade 3.

shown otherwise on plans.

Use Type II, low alkali cement. Chamfer exposed edges of all concrete…