Preliminary_Plans_WY_PRA_YELL_10(21).pdf

Project Location

Projects, FP-03 US Customary Units of Roads and Bridges on Federal Highway

Standard Specifications for Construction

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

PROJECT MANAGER

PLANS FOR PROPOSED PROJECT

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED BY

COMMITMENT TO EXCELLENCE

FEDERAL LANDS HIGHWAY

KEY MAP

NATIONAL PARKS

AND GRAND TETON

YELLOWSTONE

W Y

O M I N

G

I D

A H

O

WYOMING

MONTANA

Lake

Hebgen

Lake

Shoshone Lake

Yellowstone

Y e llo w s to n e

R iv e r

R iv e r

S n a k e

Lake

Jackson

NATIONAL

PARK

YELLOWSTONE

MEMORIAL PARKWAY

JOHN D. ROCKEFELLER, Jr.

PARK

NAT'L

TETON

GRAND

Faithful

Old

Thumb

West

Lake

Hot Springs

Mammoth

Canyon

Jackson

YELLOWSTONE NATIONAL PARK

NATIONAL PARK SERVICE

U. S. DEPARTMENT OF THE INTERIOR

ISA LAKE BRIDGE REPLACEMENT

WYOMING

TETON COUNTY

LENGTH 0.26 MILES

NOTE: Index to Sheets on Sheet A.2.

N

SCALE IN MILES

5 10 15 205

Yellowstone Lake

Old Faithful

Lake Shoshone

Lake Lewis

Lake Heart

Thumb West

NORTH

ABSORAKA

WILDERNESS

Lake Delusion

Lake Riddle

MEMORIAL PARKWAY

JOHN D. ROCKEFELLER JR

Island Frank

Island Stevenson

C. KRATOVIL

e (max)

V (Detour)

V (Main)

SADT (2034)

ADT (2034)

SADT (2014)

ADT (2014)

4.0 %

25 MPH

25 MPH

NPS PMIS NO. 146047

WY PRA YELL 10(21)

NPS PMIS No. 146047 NPS Drwg. No. 101/116892

APPROVED:

DATE

DATE

RECOMMENDED:

Yellowstone National Park

Superintendent, Western Federal Lands Highway Division

Director, Project Delivery, NOT FOR CONSTRUCTION

NATIONAL

PARK

SERVICE

LOCATION

PROJECT

BRIDGE

ISA LAKE

A.1

STATE PROJECT

NUMBER

SHEET

WY

PRA YELL 10(21)

P

M

S e p te m b e r

U

S S u r ft

D c m y fi le s p w p r o d u c ti o n d m s y e ll a a .d g n

R J o h n s o

C

S m it h

C h e c k e d b y

D e s ig n e d b y

Preliminary Only parking lot, and sidewalk

Bridge, grading, paving, drainage, Y E L L O W S T O N E

N A T I O N A L

P A R K

PRELIM

IN

ARY

NOT FOR C

ONSTRUCTIO

N

INDEX TO SHEETS

INDEX TO SHEETS

NPS PMIS No. 146047 NPS Drwg. No. 101/116892

L. PERMANENT TRAFFIC CONTROL PLAN

K. BRIDGE

J. TEMPORARY TRAFFIC CONTROL PLAN

I. MISELLANEOUS DETAILS

H. DRAINAGE

G. EROSION CONTROL

F. PARKING AREA

E. DETOUR ROAD

D. MAINLINE ROAD

C. TYPICAL SECTIONS

B. SUMMARIES

A. GENERAL INFORMATION

A.2

STATE PROJECT

e p te m b e r

U

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

J o h n s

S m

C h e c k e d b y

D e s ig n e d b y

L.2-7

L.1

K.2-17

K.1

J.8

J.2-7

J.1

I.5

I.4

I.3

1.2

I.1

H.7

H.6

H.5

H.2-4

H.1

G.3-6

G.2

G.1

F.2

F.1

E.1

D.5

D.2-4

D.1

C.3

C.2

C.1

B.1-2

A.4

A.3

A.2

A.1

PERMANENT TRAFFIC CONTROL DETAILS

TABULATION OF PERMANENT TRAFFIC CONTROL QUANTITIES

BRIDGE PLANS

TABULATION OF BRIDGE QUANTITIES

TEMPORARY TRAFFIC CONTROL SIGN INSTALLATION DETAILS

TEMPORARY TRAFFIC CONTROL STANDARD DRAWINGS

TABULATION OF TEMPORARY TRAFFIC CONTROL QUANTITIES

CONTINENTAL DEVIDE SIGN DETAIL

INTERPRETIVE KIOSK DETAIL

ROCKERY WALL DETAIL

SIDEWALK AND LOG CURB

ACCESSIBLE RAMP AND SNOWPOLE HOLDER

STANDARD UNDERDRAIN SYSTEM DETAILS

PLACED RIPRAP, ENERGY DISSIPATOR

INLET DETAILS

STANDARD DRAINAGE DRAWINGS

TABULATION OF DRAINAGE QUANTITIES

EROSION CONTROL DETAILS

EROSION CONTROL PLAN

TABULATION OF EROSION CONTROL QUANTITIES

PARKING AREA LAYOUT INFORMATION

PARKING AREA PLAN

(NOT INCLUDED)

SURVEY CONTROL

MAINLINE PLAN AND PROFILE

TABULATION OF PLAN QUANTITIES

GEOFOAM DETAILS

TYPICAL SECTIONS

TABULATION OF TYPICAL SECTION QUANTITIES

SUMMARY OF QUANTITIES

VICINITY MAP

PLAN SYMBOLS AND ABBREVIATIONS

INDEX TO SHEETS

TITLE SHEET

PRELIM

IN

ARY

NOT FOR C

VICINITY MAP0

SCALE IN MILES

1 2 31

Old Faithful

Old Faithful Geyser

Firehole Upper Geyser

Campground

Fern Cascades

Lake Mollard

Lakes DeLacy

Teal Lake

Lake Pocket

Geyser Lone Star k e er C ke erC

CRAIG PASS

ke er

C

Falls

Mystic

(hot)

Springs

Cascades

Kepter

(hot)

Springs

PASS

NORNS

Springs

Hillside n orI s g nir p

S t s e W

N

Lake

Shoshone da oR pooL dnar

G

7 miles

West Thumb

.2 m il e s

M a d is o n J c t.

Mallard

Fo rk

D e L a c y

H e rro n

BEGIN PROJECT

END PROJECT

22+00.00

WY PRA YELL 10(21)

8+50.00

WY PRA YELL 10(21)

NPS PMIS No. 146047 NPS Drwg. No. 101/116892

NATIONAL PARK

YELLOWSTONE

LAKE

ISA

CONTIN

ENTAL

D

IV

ID

E

C O

N T

IN

E N

T A

L

DIVID

E

A.4

STATE PROJECT

e p te m b e r

U

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

J o h n s

S m

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

NOT FOR C

QUANTITIES

TYPICAL SECTION

TABULATION OF

NPS PMIS No. 146047 NPS Drwg. No. 101/116892

C.1

STATE PROJECT

e p te m b e r

U

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

J o h n s

S m

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

NOT FOR C

TYPICAL SECTION

NO SCALE

LC

LC

1:4 -2.00%-2.00%

Varies Varies

Sidewalk

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

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

LC

1:4

Varies Varies

4' Shoulder

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

1:10 1:10

B E

G I N

SUBEXCAVATION AREAS

END TREATMENT AT

Variable width

NOTE:

FOOTNOTE:

Finished subgrade

ROUNDING DETAIL

CUT SLOPE

C le a r in g l im it

Original ground

D S lo p e s ta k e

D

C le a r in g l im it s

Variable

ROUNDING DETAIL

FILL SLOPE

Original ground

5'5' stake

Slope

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

Parking

8'

Traveled way

20'

Parking

8'

Grading D, 8" depth

Aggregate Base, Grading D, 8" depth

Aggregate Base, point grade

Profile

4' Shoulder

Lane

11'

Lane

11'

9+00 to 11+50

SUBEXCAVATION

MAINLINE ALIGNMENT

PROFILE

Existing roadway surface

A R

E A

S U

B E

X C

A V

A T I O

E A

S U

B E

X C

A V

A T I O

E

D

10'

B=5'5'

D

D

NPS PMIS No. 146047 NPS Drwg. No. 101/116892

Slopes vary. See Slope Stake Report.1.

Getoextile Type I-A

TYPICAL SECTIONS

Concrete Pavement

Hot Asphalt

Concrete Pavement

Hot Asphalt

Log curb sidewalk

Existing

:2

LC

1:4

C o n s tr u c ti o n L im it s11'

Lane

1:4

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

11'

Lane

1:2 pavement Existing collector pipe 8" Perforated this sheet structure, see typical

Mainline pavement backfill select borrow

Subexcavation

18+55.00 to 20.88.50

MAINLINE ALIGNMENT

all edges, typ.pavement, Sawcut

1:4 pavement, 4" depth

Hot aspahlt concrete

20+88.50 to 22+00.00

17+90.85 to 18+55.00

8+50.00 to 16+33.22

TYPICAL SECTION

1:3 grading D, 8" depth

Aggregate base

4' Shoulder 4' Shoulder

11'

Lane

11'

Lane topsoil, 2" depth Place conserved topsoil, 2" depth

Place conserved

Varies Va rie s grade Profile grade Profile

2" depth

Place conserved topsoil, PARKING LOT - 1+15.00 TO 3+03.16

Mainline - 18+82.54, (15' LT) to 20+40.00, (15' LT)

PARKING LOT ALIGNMENT

Granular backfill

4' Shoulder grade

Profile

4' Shoulder

2" depth topsoil, conserved

Placed

2" depth Placed conserved topsoil, % Super % Super

See Sheet I.2 for details.

See Sheet H.7 for Underdrain Details.

according to Subsection 204.07.

Remove existing pavement and underlying aggregate material

C.2

STATE PROJECT

e p te m b e r

U

S S u r ft m y fi le s p w p r o d u c ti o n d m s y e ll c b .d

J o h n s

S m

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

NOT FOR C

NO SCALE

4.4

Variable width4.4

See Sheet H.7 for Underdrain Details.

according to Subsection 204.07.

Remove existing pavement and underlying aggregate material

NPS PMIS No. 146047 NPS Drwg. No. 101/116892

Slopes vary. See Slope Stake Report.

.8

LC

1:4

6" % Super

1:4

1:3

4'

' 4

% Super

Geofoam

6" Select borrow leveling, course

Sheet I.3

Rockery shelf, see detail, See Geofoam Cover Detail

NOTE:

3.

2.

1.

GEOFOAM DETAILS

Biaxial geogrid

Textured geomembrane on Sheet C.2

Pavement structure, see typical

Select borrow

(4' thick, minimum 2 layers)

Geofoam

Select borrow leveling, coarse

GEOFOAM COVER DETAIL

GEOFOAM DETAIL

C.3

STATE PROJECT

PRA YELL 10(31)

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d m s y e ll c c .d

C h e c k e d b y

D e s ig n e d b y thickness.

Install a minimum of 2 layers of geofoam to acheive 4-feet wingwalls.

Install geofoam flush against backside of abutment endwall and and back of rockery wall.

Provide a minimum of 6-inches of select borrow between geofoam

Behind rockery wall cut geofoam to match rockery facing matter.PRELIM

IN

ARY

NOT FOR C

NPS PMIS No. 146047 NPS Drwg. No. 101/116892

D.1

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d y e ll fa .d

J o h n s

S m

C h e c k e d b y

D e s ig n e d b y

QUANTITIES

TABULATION OF PLAN

PRELIM

IN

ARY

NOT FOR C

8285 8290

NOGAP

815.000000

MAIN

,2

.6

+4.

340' VC

K = 101

SSD = 489'

+1.3907

N

ISA LAKE

BEGIN MAINLINE

8+50.00

WY PRA YELL 10(21)

Profile grade

Existing ground

Curve = MAIN1

PI 12+54.10

D

R = 3,000.00'

T = 93.49'

L = 186.91'

Edge of water

Excavation and embankment limits

Limits of construction

Line to be constructed

M A

T C

H L I N

E A A

P C

.6

P T

.3

P C

.2

El= 8261.52

E= 60315.4304

N= 50268.4090

CP

28399

28602

CP

Pullout Right

Edge of existing pavement e= -2%

Special ditch, LT

FOOTNOTE:

Subexcavation

NPS PMIS No. 146047 NPS Drwg. No. 101/116892

Pullouts lined with log curb. See Sheet I.2 for detail.

at 8+50. See Connection Detail this Sheet.

Transition from 9+00 to match crown and width

10'

Aggregate base pavement

Exisitng

CONNECTION DETAIL

aggregate base

Existing

Pavement

CUYD

EXC.

CUYD

EMB.

13+0012+0011+0010+00 9+00 8+00

2858 8258

8260 8260

8262 8262

8264 8264

8266 8266

8268 8268

8270 8270

8272 8272

8274 8274

D.2

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d y e ll fb .d

J o h n s

S m

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

NOT FOR C

Rare plants

FOOTNOTE:

See Sheet I.2 for detail

Pullouts lined with log curb.

JH

,2

.9

-1.0000%

-1.0000%

420' VC

K = 176

SSD = 661'

N

Line to be constructed

Limits of construction

ISA LAKE

Profile grade

Existing ground

ISA LAKE

Curve = MAIN3

PI 18+19.49

D

R = 300.00'

T = 19.65' Curve = MAIN2

PI 15+44.09

D

R = 375.00'

T = 56.37'

L = 111.90'

Edge of Water

Edge of water

M A

T C

H L I N

E B B

Excavation and embankment limits

M A

T C

H L

IN

E A A

P C

.4

P T

.6

P C

.7

P T

.5

P T

.4

Edge of existing pavement

Wetland

Pullout, LT

Pullout, RT

See K sheets for details

Proposed bridge.

Remove existing bridge e= -2%

L = 39.24' e= 3.2%

Special ditch, LT

CP

NPS PMIS No. 146047 NPS Drwg. No. 101/116892

9081059

Rockery wall, RT

Geofoam

See Detail, Sheet C.3

CUYD

EXC.

CUYD

EMB.

19+0018+0017+0016+0015+0014+0013+00

8260 8260

8262 8262

8264 8264

8266 8266

8268 8268

8270 8270

8272 8272

8774 8274

8276 8276

D.3

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d y e ll fc .d

J o h n s

S m

C h e c k e d b y

D e s ig n e d b y

See Section K for details

Proposed bridge.

Proposed rockery wall

PRELIM

IN

ARY

NOT FOR C

D I

D I

,2

.5

-4.8755%

290' VC

K = 75

SSD = 423'

,2

.4

N

Line to be constructed

Limits of construction

Profile grade

Existing ground

22+00.00

WY PRA YELL 10(21)

El.=8257.54

E=61303.9202

N=51175.8467

END MAINLINE

D

R = 1,500.00'

T = 130.97'

L = 261.27'

M A

T C

H L I N

E B B

Excavation and embankment limits

P C

.9

ISA LAKE

CP

28601

CP

Conserve topsoil

Edge of existing pavement e= 2%

FOOTNOTE:

NPS PMIS No. 146047 NPS Drwg. No. 101/116892

P ip e c u lv e r t

.5

See F Sheets for details

Parking area.

Edge of water

10'

Aggregate base

CONNECTION DETAIL

Detail above.

and width at 22+00. See Connection

Transition from 21+00 to match crown

Pavement aggregate base

Existing pavement

Existing

CUYD

EXC.

CUYD

EMB.

23+0022+0021+0020+0019+0018+00

8254 8254

8256 8256

8258 8258

8260 8260

8262 8262

8264 8264

8266 8266

8268 8268

8270 8270

D.4

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d y e ll fd .d

J o h n s

S m

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

NOT FOR C

82708270

D I

D I

N

ISA LAKE

NOTE:

Existing edge of pavement

Existing sidewalk

Accessible ramp to remain in place

Existing dry stack wall

Existing sidewalk

01+00

3+00

Edge of Water

END PARKING AREA

BEGIN PARKING AREA

"Continental Divide"

Remove sign, FOOTNOTE:

3 See "H" Sheets for details.

See "K" Sheets for details.

See "I" Sheets for details.

sidewalk

Asphalt 1

Bridge approach rail

Proposed bridge

Log curb conserved topsoil

Placed

Log curb 1

Inlet

Pipe culvert

SCALE IN FEET

0 20 40

Proposed edge of sidewalk

15.00, LT

= MAINLINE STA 18+82.75

PARKING STA 1+15.10 15.00, LT

= MAINLINE STA 20+39.94

PARKING STA 3+03.16

NPS PMIS No. 146047 NPS Drwg. No. 101/116892

2.

1.

See Sheets C.1 & D.1 for parking area quantities.

(1) 30' x 8' Accessible parking spots

(9) 25' x 8' Regular parking spots

(2) 10' Driving lanes

Parking area accomodates the following:

F.1

STATE PROJECT

e p te m b e r

U

S S u r ft m y fi le s p w p r o d u c ti o n d m s y e ll q a .d

J o h n s

S m

C h e c k e d b y

D e s ig n e d b y

Proposed rockery wall

PARKING AREA PLAN

.8

P T

.7

P C

C

.1

P C

C

.8

P C

C

.0

PC 1+17.92

PT 3+00.77

Curve= PARK-1 D

R= 15.00'

T= 8.09'

L= 14.84'

D

T= 15.87'

L= 31.33'

R= 80.00'

Curve= PARK-2

Curve= PARK-3

D

R= 200.00'

T= 43.53'

L= 85.71'

Curve= PARK-4

D

R= 75.00'

T= 11.18'

L= 22.19'

Curve= PARK-5

R= 20.00'

T= 11.40'

L= 20.73'

PRELIM

IN

ARY

NOT FOR C

10.4 x 16 20301 25101 60201 60213 60403

-1400 -1900 -2000 -3000 -0600 -0800 -0800 -0000

Removal (Each)

Placed riprap, energy dissapator

(CUYD)

Branch Connection

Inlet (Each)

DIAMETER or SPAN x RISE (inch) 18" 24" 24"

12+35 Rt 1 energy dissipator at turnout; See D sheets 16+00 Lt 1 energy dissipator at turnout; See D sheets Parking area 2 185 2 1 60 1 1 X/P 1:01 bevel pipe end not attached to inlet

FOOTNOTES

See below for numbered footnotes

PAY ITEM NUMBER

BEVELS

1V:nH

STATION EST MAX

COVER (ft)

Class 2 Class 3 Rt

STR EXC

(CUYD)

LtInlet Pipe Culverts

Allow. Pipe Material

(See key below)

Pipe Culvert

(LNFT)

TABULATION OF DRAINAGE QUANTITIES

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

STATE PROJECT

H.1

C Jo rg en so n

NUMBER

SHEET

PRA YELL 10(21)WY

Parking area 2 185 2 1 60 1 1 X/P 1:01 bevel pipe end not attached to inlet 20+57.5 5 125 1 4.5 86 X/P 1:01 bevel to match slope

C S m it h

C he ck ed b y:

-S ep -2

:4

D es ig ne d by

PROJECT TOTAL 310 2 2 2 4.5 60 86 1 1

NOTE: Allowable pipe culvert material

1. Metal pipe culvert minimum wall thickness is designated on the Std. 602-1 fill height table. A Aluminum

AS Aluminized steel GS Galvanized steel P Plastic (blank) Any appropriate material X/__ Any appropriate material except es \p w _p ro du ct io n\ dm s9

C op y of

D ra in ag e.

xl s] U

S _C us to m ar y except __ c:

\m yf ile

PRELIM

IN

ARY

NOT FOR C

ROCKERY (WALL)

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

NO SCALE

NOTE:

9 - 12

6 - 9

4 - 6

2 - 4

< 2

Varies

18" - 28"

28" - 35"

35" - 47"

1 12" - 18"

140 to 525 lbs

525 to 1025 lbs

1025 to 2500 lbs

6" Bed course

6"

(LNFT)

H

Base width, B

0.5H min.

0.3H min.

A

B

C

D

E

5 2500 to 3500 lbs 47" - 53"

A B C D E

ROCK SIZE DESIGNATION BY ROCKERY WALL HEIGHT

FOOTNOTE:

1 1

40 to 140 lbs

Conserved embankment

ROCKERY STONE CLASS

STONE CLASS STONE MASS

DIMENSION

AVERAGE LONGEST

1:1.25 to 1:1.5

1:2 to 1:1.5

1:3 to 1:2

1:4 to 1:3

1:4 or flatter

40"

32"

24"

18"

12"

FRONT OF WALL

SLOPE GRADIENT IN

MINIMUM EMBEDMENT

MINIMUM ROCKERY EMBEDMENT H

(min.)

ROCKERY TAPER DETAIL

FILL-SIDE

slope

Soil

CONSTRUCTION DETAIL

5 5 5 5

4 4

See Sheets C.2 for typical details

Proposed roadway

See section 262 for additional requirements.

site and rockery information.

See Geotechnical Report Numbers 12-06 and 13-11 for additional

See Sheet X.x for Rockery Layout Details.

Select suitable stones from sources identified under Section 105.

will not be required.

and eliminate gaps over 4-inches. Cutting or dressing of stones beneath it. Use smaller stones as needed to maintain spacing

Bear each larger stone (class 3-5) firmly on at least two stones to wall face.

Place larger stones (class 3-5) with longest axis perpendicular

6.

5.

4.

3.

2.

1.

OCKERY WALL DETAILSR

I.3

STATE PROJECT

WY PRA YELL 10(21)

y e ll r c .d g n

U

S I n t2

J o h n s e c k e d b y

K

P a r k e r s ig n e d b y

2 2 2 2 2 2

E m b e d m e n t

E v a r ie s s e e t a b le ground

Existing

Top width. T

Select borrow Mortar top stone

See Footnote class I

Placed riprap, R o c k e r y w a ll p a y l im it s

24" bench

-5% topsoil, 2" depth

Placed conserved

1+17.25 to 1+35.00, LT

1+17.25 to 1+35.00 only.

Place riprap, class I and conserved topsoil in front of rockery at borrow behind the geotextile and riprap/angular rock.

When constructing rockery as a fill side wall backfill with select

Use class stones only for filling smaller voids between stones.

(non-woven) type I-A geotextile, Earthwork or (4-6" angular rock)

Riprap, class I

PRELIM

IN

ARY

NOT FOR C

DETAIL

INTERPRETIVE KIOSK

18"

6'-2"

7'-3"

(typ.)

10" Ø pole

1' Ø pole (typ.)

groved to fit crown

4" Ø pole, 20°

Shake roof

FRONT VIEW RIGHT SIDE VIEW

ISOMETRIC VIEW

"2

"2

"2

"2

"2

FOUNDATION PLAN

NPS PMIS No. 146047 NPS Drwg. No. 101/116892

I.4

STATE PROJECT

e p te m b e r

U

S S u r ft m y fi le s p w p r o d u c ti o n d m s y e ll r d .d

J o h n s

S m

C h e c k e d b y

D e s ig n e d b y

11'-3"

8'-9"

4'-6"

3'-2"

1'-7"PRELIM

IN

ARY

NOT FOR C

FOUNDATION PLAN

NPS PMIS No. 146047 NPS Drwg. No. 101/116892

I.5

STATE PROJECT

e p te m b e r

U

S S u r ft m y fi le s p w p r o d u c ti o n d m s y e ll r e .d

J o h n s

S m

C h e c k e d b y

D e s ig n e d b y

CONTINENTAL

DIVIDE

ELEVATION 8262

NATIONAL

PARK

SERVICE

Department of the Interior

SIGN DETAIL

CONTINENTAL DIVIDE

(typ.)

12" diameter

Wood post, Sign panels

Stone masonry

FRONT / REAR VIEW

SIDE VIEW

8'-0"

5'-4"

11'-3"

8'-9"

7'-3"

3'-2"

1'-8"

4'-6"

PRELIM

IN

ARY

NOT FOR C

END BRIDGE

El. 8271.04

STA. 18+00.00

El. 8272.80

STA. 16+24.00

BEGIN BRIDGE

Exp.

Hinge Hinge

Hinge Exp.

Pier 1 Pier 2 Pier 3

Abutment 1 Abutment 2

OHW

Pier 4 Pier 5

Hinge

Drawing No. Description

BRIDGE DRAWING INDEX

RG2948-A

RG2948-B

RG2948-C

RG2948-D

RG2948-E

RG2948-F

RG2948-G

RG2948-H

RG2948-I

RG2948-J

RG2948-K

RG2948-O

RG2948-P

RG2948-Q

RG2948-R

RG2948-S

PLAN AND ELEVATION

GENERAL NOTES

FOUNDATION PLAN

ABUTMENT 2 WINGWALLS

ABUTMENT 1 WINGWALLS

ABUTMENT ENDWALL

REBAR LIST (1 OF 6)

REBAR LIST (2 OF 6)

REBAR LIST (3 OF 6)

REBAR LIST (4 OF 6)

BRIDGE RAILING (1 of 2)

BRIDGE RAILING (2 of 2)

El. 8272.69 El. 8272.57

El. 8272.50

El. 8272.39 in place bent to remain

Existing timber

C Pier, typ.

C Post @

C Rdwy

C Bridge @

Face of log rail

El. 8270.81

El. 8270.57

El. 8270.63

El. 8270.37

L

L

L

L

30’-0"29’-0"29’-0"29’-0"29’-0"30’-0" beam joint

Timber log facia

PLAN

ELEVATION

facia beam

Half timber log 29"Ø to remain in place

Existing timber bent

14"Ø timber log rail 14"Ø concrete post, typ.

to remain in place

Existing timber bent Existing ground

N

PLAN AND ELEVATION

,2

.9

,2

.4

420’ VC

300’ VC

-1.0000%

GRADE DIAGRAM

No Scale

Elevations are at profile grade @ C Rdwy.L

Q

Q

Q

Vm WS EL.

HYDRAULIC DATA

Q

A

PIER DETAILS

DECK PLAN & TYPICAL SECTION

-1.00%

Length of Bridge = 176’-0" to remain in place

Existing timber bent slab w/ 5" CIP deck

Precast prestressed concrete

30°

C Pier 1 @ C Rdwy.L L

C Pier 2 @ C Rdwy.L L

C Pier 3 @ C Rdwy.L L

C Pier 4 @ C Rdwy.L L

C Pier 5 @ C Rdwy.L L

El. 8272.50

STA. 16+54.00

El. 8272.21

STA. 16+83.00

El. 8271.92

STA. 17+12.00

El. 8271.63

STA. 17+41.00

El. 8271.34

STA. 17+70.00

1" = 20’-0"

El. 8270.87

STA. 18+18.47

END APPROACH SLAB

El. 8272.97

STA. 16+05.53

BEGIN APPROACH SLAB

El. 8265.00

El. 8266.00

ABUTMENT 1 PLAN & ELEVATION

ABUTMENT 2 PLAN & ELEVATION

PIER DIAPHRAGM

(SPANS 1 AND 6)

EXTERIOR SLAB BEAM DETAILS

(SPANS 2 THRU 5)

EXTERIOR SLAB BEAM DETAILS

(SPANS 1 AND 6)

INTERIOR SLAB BEAM DETAILS

(SPANS 2 THRU 5)

INTERIOR SLAB BEAM DETAILS

RG2948-L

RG2948-M

RG2948-N

P/S GIRDER DETAILS

FRAMING PLAN

RG2948-T

RG2948-U

RG2948-V

RG2948-W

RG2948-X

RG2948-Y

APPROACH SLAB DETAILS

APPROACH SLAB

REBAR LIST (5 OF 6)RG2948-Z

REBAR LIST (6 OF 6)RG2948-AA

tip elevation.

See RG2948-C for estimated

12" Ø steel pipe pile (typ.).

PRE

LIM

INARY

NOT

FOR

CO

NST

RUCTI

ON

ISA LAKE BRIDGE

SAMIR SIDHOM RYAN WEHNER

PRE

LIM

INARY

NOT

FOR

CO

NST

RUCTI

ON

NO.

PROJECT

STATE

WY

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DRAWING NO.DATEBRIDGE DRAWINGPROJECT TEAM LEADERSCALE

CHECKED BYDRAWN BY

DESIGNED BY

REVISIONSBYDATENO.

REVISIONS

BY

DATE

NO.

N

F L

H

B r id

W F

L R

G -I s la

L a k e C

A

F il e s D

G N

F il e s r g p e .d g

RG2948- of 27

GRAND LOOP ROAD

YELLOWSTONE NATIONAL PARK

TETON COUNTY, WYOMING

SAMIR SIDHOM

DANIELLE GERMANI

SAMIR SIDHOM DECEMBER 2012

PRELIM

IN

ARY

NOT FOR C

ONSTRUCTIO

N

Cindy.Tuttle.CTR Typewritten Text

Cindy.Tuttle.CTR Inserted Text

Cindy.Tuttle.CTR Typewritten Text K.1