Prelim_Plans_3_of_3.pdf

PDF 6 MB Posted Sep 9, 2013

Attached to: WY PRA YELL 10(17), Grand Loop Road, Norris to Golden Gate, Phase 1
Solicitation number: DTFH70-13-R-00004
Issued by: Department of Transportation Federal Highway Administration

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Preliminary Plans 3 of 3

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File	Type	Posted
A002_WY_PRA_YELL_10(17).pdf	PDF	Feb 21, 2014
A001_WY_PRA_YELL_10(17)_part_2_of_2.pdf	PDF	Feb 14, 2014
A001_WY_PRA_YELL_10(17)_part_1_of_2.pdf	PDF	Feb 14, 2014
Plan_Request_WY_PRA_YELL_10(17).pdf	PDF	Jan 24, 2014
RFP_Book2__Grand_Loop.pdf	PDF	Jan 24, 2014
RFP_Book1_Grand_Loop.pdf	PDF	Jan 24, 2014
Physical_Data_Request_Form_WY_PRA_YELL_10(17).pdf	PDF	Jan 24, 2014
Prelim_Plans_1_of_3.pdf	PDF	Sep 9, 2013
PROJECT_DESCRIPTION_WY_PRA_YELL_10(17).pdf	PDF	Sep 9, 2013
Prelim_Plans_2_of_3.pdf	PDF	Sep 9, 2013
Preliminary_Plans_Letter_WY_PRA_YELL_10(17).pdf	PDF	Sep 9, 2013

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22623

NOTE:

FOOTNOTE:

NPS PMIS No. 54348 NPS Drwg. No. 101/109186

Material obtained may be used as riprap, class 1

INFORMATION ONLY QUANTITY for Riprap Class 1 is 2,500 cuyd.1.

K.1

STATE PROJECT

NUMBER

SHEET

PRA YELL 10(17)

S e p te m b e r

S S u r ft

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

C h e c k e d b y

D e s ig n e d b y

71+50 TO 73+50

RIPRAP ROCK SOURCE

PRELIM

ARY

Not For

Con str uc tio

0 7520

75207520

7540 7540 75

75707570

G G G

PB 04

TB 12

TB 13

GB 01

GB 02

NO SIGN

NOTE:

FOOTNOTE:

NPS PMIS No. 54348 NPS Drwg. No. 101/109186 of riprap rock source

Approximate limits

Material obtained may be used as riprap, class 1

INFORMATION ONLY QUANTITY for Riprap Class 1 is 2,500 cuyd.1.

K.2

STATE PROJECT

e p te m b e r

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

C h e c k e d b y

D e s ig n e d b y

118+50 TO 122+50

RIPRAP ROCK SOURCE

PRELIM

ARY

Not For

Con str uc

7515 75

75757575

COVERED

SIGNCP

22635

NOTE:

FOOTNOTE:

NPS PMIS No. 54348 NPS Drwg. No. 101/109186

Material obtained may be used as riprap, class 1

INFORMATION ONLY QUANTITY for Riprap Class 1 is 2,500 cuyd.1.

K.3

STATE PROJECT

e p te m b e r

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

C h e c k e d b y

D e s ig n e d b y

164+50 TO 166+75

RIPRAP ROCK SOURCE

PRELIM

ARY

Not For

Con str uc

75657565

75707570

757575757575

76007600

76057605

PB 06

GB 07

22637

NOTE:

FOOTNOTE:

NPS PMIS No. 54348 NPS Drwg. No. 101/109186

Material obtained may be used as riprap, class 1

INFORMATION ONLY QUANTITY for Riprap Class 1 is 2,500 cuyd.1.

K.4

STATE PROJECT

e p te m b e r

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

C h e c k e d b y

D e s ig n e d b y

177+50 TO 180+50

RIPRAP ROCK SOURCE

VENT

THERMAL

VENT

THERMAL

VENT

THERMAL

PRELIM

ARY

Not For

Con str uc

N o r r is C a n y o n R o a d

R o u te

NOTES:

NPS PMIS No. 54348 NPS Drwg. No. 101/109186

YNP Cones

GPS

ASPHALT1

GPS

ASPHALT2ASPHALT2

(14)

(13) (7)

(8)(6) (4)

(5)

(2)

(3)

(9)

(9a)

(1)

(12)

(9b)

(10)

(11)

(15)

W W

YNP Maintenance Operation Area

YNP Maintenance Building

Approximate site boundary m i.

t o N o r r is J c t.

m i.

t o C a n y o n J c t.

FOOTNOTES:

SCALE IN FEET

100050 200100

A cc e ss

R o a d

Stockpiles are not for use, and are to remain undisturbed.

Available for use as encapsulated embankment (see Section 204).

Section 204? (Or not available to contractor?)

to Section 408, or blend material with select borrow according to

Incorporate material into recycled asphalt base course according blending material with select borrow according to Section 204.

Process stockpile according to Sections 105 and 204 before

Available for use as pipe bedding material.

Available for use as aggregate for roadway or sidewalk pavements.

embankment. Process according to Sections 105 and 204.

Salvage rock material by screening before using material as

NORRIS ASPHALT

SOURCE, AND PRODUCTION AREA

STAGING, STOCKPILING, MATERIAL

NORRIS ASPHALT

K.5

STATE PROJECT

e p te m b e r

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

C h e c k e d b y

D e s ig n e d b y and other projects occuring within Yellowstone National Park.

Yellowstone National Park Service personnel and equipment, Sections 104 and 107 to permit concurrent operations with

Coordinate work areas and equipment activity according to

Maintain a clear access for the project duration.

Limit vehicular use to the access route shown on the map.

according to Section 104.

Establish and maintain processing areas, and manage stockpiles

Do not use Stockpiles 5(?), 14, W, and G.

utilizing materials at this site as indicated.

which includes: staging; stockpiling; processing materials; and

General use of the area shown is limited according to Section 107, PRELIM

ARY

Not For

Con str uc

Approximate site boundary at silt fencing

Access Ro ad

G r a n d L o o p R o a d

R o u te

N o r r is J c t

.3 m il e s t o

NOTE:

FOOTNOTE:

NPS PMIS. No. 54348 NPS Drwg. No. 101/109186

SCALE IN FEET

1501005003050

Landscaping boulders

(4)

(1)

(2)

(3)

(5)

(6)

GIBBON MEADOWS PIT

disturbance limits. Obtain site limits from the CO.

Limit equipment activity and disturbance to be within the existing

Limit vehicular use to the access routes shown on the map.

Screening or crushing material is not allowed at this site.

and stone masonry; and utilizing material at this site as indicated.

which includes: staging; stockpiling; cutting stone for stone curbs

General use of the area shown is limited according to Section 107, Use at locations and place as directed by the CO.

completely removed from the site.

Spread stockpile over area after stockpiles (1) and (2) are

Stockpiles are not for use, and are to remain undisturbed.

and stone masonry.

Incorporate material in the construction or stone curbs, embankment. Process according to Sections 105 and 204.

Salvage rock material by screening before using material as

Process for use as stone curb, stone masonry and riprap.

K.6

STATE PROJECT

A u g u s t

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

E a g le T e a m H g le T e m

C h e c k e d b y

D e s ig n e d b y

SOURCE, AND PRODUCTION AREA

STAGING, STOCKPILING, MATERIAL

GIBBON MEADOW PIT

GPS

GIBPIT1

GPS

GIBPIT2

PRELIM

ARY

Not For

Con str uc

SCALE IN FEET

200'100'

22682

WATER

ROAD

SERVICE

SOURCE, AND PRODUCTION SITE

STAGING, STOCKPILING, MATERIAL

SWAN LAKE PIT

50' 0' 100' 300' of available area

Approximate limits

GATE

45MPH

SPEED

GARDNER

Turnaround point

NOTE: FOOTNOTE:

NPS PMIS No. 54348 NPS Drwg. No. 101/109186

.5 m il e t o M a m m o th

.5 m il e s t o N o r r is J c t.

Gardner River Bridge material source for stone masonry rock

Approximate Area of

Existing stockpile

Access Road

Access Road and other projects occuring within Yellowstone National Park.

Yellowstone National Park Service personnel and equipment

Sections 104 and 107 to permit concurrent operations with

Coordinate work areas and equipment activity according to access for the project duration.

Limit vehicular use to the access road shown. Maintain a clear

Park and are not available for use.

The existing stockpiles shown is property of Yellowstone National as indicated; and cutting stone.

which includes: staging; stockpiling; utilizing materials at this site

General use of the area shown is limited according to Section 107, Stockpile not available for use.

" diameter USDI (BM SLF 6) 19762

Obtain rock needed as directed by the CO under Section 622.

K.7

STATE PROJECT

e p te m b e r

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

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not For

Con str uc

CAMPGROUND

NORRIS

AHEAD

HISTORY EXHIBIT

RIVER

GIBBON

RIVER

GIBBON

MUSEUM x 2

RANGER

NO BUS

STOP

CROSSING

PEDESTRIAN

(FIELD CHECK)

NO SIGN

GPS

WATER SOURCE

GIBBON RIVER BRIDGE

NOTE:

NPS PMIS No. 54348 NPS Drwg. No. 101/109186

K.8

STATE PROJECT

e p te m b e r

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

C h e c k e d b y

D e s ig n e d b y

Pump location Turnout for water truck

See Sheet F.1 for soil erosion control quantities at this site.

mulch any disturbed area(s) upon completion.

Limit disturbances of existing topsoil and vegetation. Topsoil and

Subsection 105.02A.

Pumping from this site is limited as described in

Provide temporary traffic control devices to delineate work zones.

Limits of available pumping area is defined on this Sheet.

water at this site until the extraction plan is approved by the CO.

the Gibbon River according to Section 105.02A. Do not extract

Submit an extraction plan for operating at, and drawing water from

Do not extract water at this site before constructing turnout.

FOOTNOTE:

way before obtaining water.

Park water truck completely outside the travelled

B O

N R

E R

B O

N R

E R

NORRI

S C

AMPGROUND

ROAD

PRELIM

ARY

Not For

Con str uc

PB 17

22667

WATER SOURCE

OBSIDIAN CREEK

9 miles to Norris Jct.

11.9 miles to Mammoth

OBSIDIAN CREEK

NOTE:

FOOTNOTE:

NPS PMIS No. 54348 NPS Drwg. No. 101/109186

100' 50' 0' 100'

SCALE IN FEET

75' 25

K.9

STATE PROJECT

e p te m b e r

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

C h e c k e d b y

D e s ig n e d b y

Turnout for water truck

Pump location obtaining water.

Park water truck completely outside the travelled way before

See Sheet K.8 for additional details and requirements.

Do not impact existing wetland.

water at this site until the extraction plan is approved by the CO.

the Obsidian Creek according to Section 105.02A. Do not extract

Submit an extraction plan for operating at, and drawing water from

PRELIM

ARY

Not For

Con str uc

5 7275 x 2

CHEVRON

x 2

CHEVRON

x 2

CHEVRON

x 2

CHEVRON

04-12

05-12

CLIFF

SHEEPEATER

35MPH

ROUGH ROAD

22074

FEN

WATER SOURCE

GARDNER RIVER

NOTE:

NPS PMIS No. 54348 NPS Drwg. No. 101/109186

K.10

STATE PROJECT

e p te m b e r

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

C h e c k e d b y

D e s ig n e d b y

Potential pump locations

D N

E R

O B S

CREEK

G A R D

RIVER

See Sheet K.8 for additional details and requirements.

minimize wetland impacts.

Place pumps within temporary impact zones or at locations that will water at this site until the extraction plan is approved by the CO.

the Gardner River according to Section 105.02A. Do not extract

Submit an extraction plan for operating at, and drawing water from

Only extract water at this site for work at the Gardner River Bridge.

PRELIM

ARY

Not For

Con str uc

Access road

R O

A D

L O

O P

G R

A N

.5 m il e s t o C a n y o n J c t.

.5 m il e s t o N o rr is J c t.

NOTE:

FOOTNOTE:

NPS PMIS No. 54348 NPS Drwg. No. 101/109186

100' 50' 0' 100'

SCALE IN FEET

75' 25 MATERIAL PROCESSING

STOCKPILING, AND

DISPOSAL SITE, STAGING,

ICE LAKE PIT

ICE1

ICE2

Stockpile B

Stockpile A

Pit Limits

Ac ce ss ro ad

Contour interval is 1 foot.

Place waste material for disposal at this site as directed by the CO.

from concrete according to Section 203.

Dispose of reinforcing and other deleterious substances removed concrete material at this site.

removed concrete material before stockpiling the removed

Remove reinforcing and other deleterious substances from and other projects occuring within Yellowstone National Park.

Yellowstone National Park Service personnel and equipment, Sections 104 and 107 to permit concurrent operations with

Coordinate work areas and equipment activity according to for the project duration.

Do not block access in and out of pit. Maintain a clear access

Do not dispose of material beyond the pit limits shown.

according to Section 104.

Establish and maintain processing areas, and manage stockpiles and processing materials

Section 107, which includes: disposal; staging; stockpiling;

General use of the area shown is limited according to

Stockpile not available for use.

concrete on and adjacent to this stockpile as directed by the CO.

Existing stockpile of removed concrete structures. Place removed

K.11

STATE PROJECT

e p te m b e r

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

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not For

Con str uc

CAMP

CONTRACTOR

NOTE:

T o T o w e r

G R

A N

D L

O O

P R

O A

NO SCALE

NPS PMIS No. 54348 NPS Drwg. No. 101/109186

.5 m ile s T o C a n y o n these sites or use of the area.

Do not interfere with the occupants' access to are currently occupied by concessionaire employees.

Spaces shown as not available to the contractor, Section 107.

Use of this facility is restricted according to

AT CANYON JUNCTION

CONTRACTOR CAMP

available for use

Trailer sites not

K.12

STATE PROJECT

e p te m b e r

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

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not For

Con str uc

W e tl a n d

Excavation

Embankment

Landscape log

Place conserved topsoil 2" depth

W e tl a n d

Excavation

Place conserved topsoil 2" depth

Obliteration limits

Landscape log

TYPE 1

ROADWAY OBLITERATION

TYPE 2

ROADWAY OBLITERATION

NO SCALE

Existing grade

NOTE:

NPS PMIS. No. 54348 NPS Drwg. No. 101/109186

final constructed slope

Place sediment wattles, mulch and brush blankets over

Protect vegetation outside of obliteration limits.

Preform work according to Section 211.

OFF MAINLINE

OBLITERATION SECTION

L.3

STATE PROJECT

e p te m b e r

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

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not For

Con str uc

75157515

75507550

75607560

PB 04

TB 12

TB 13

GB 01

GB 02

NO SIGN

22044

1181+00 TO 1185+27

OBLITERATION PLAN

Spiral= HAZ10A f

Ls= 150.00'

Curve= HAZ10

R= 500.00'

T= 43.49'

L= 86.76'

P C

C S

6 S T

P C

P T

Curve= HAZ12

R= 900.00'

T= 68.58'

L= 136.89'

Curve= HAZ11

R= 2,040.00'

T= 44.83'

L= 89.64'

Mainline to be constructed

Mainline slope stake limits

Roadway excavation and obliteration

L.5

STATE PROJECT

e p te m b e r

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

C h e c k e d b y

D e s ig n e d b y

NPS PMIS No. 54348 NPS Drwg. No. 101/109186

PRELIM

ARY

Not For

Con str uc

POOL

THERMAL

POOL

THERMAL

G G

VENT

THERMAL

G G

POOL

THERMAL

POOL

THERMAL

G G

VENT

THERMAL

G G

POOL

THERMAL

POOL

THERMAL

G G

VENT

THERMAL

G G

04-02

04-03

NL10

NL09

NL08

NL07

NL06

TB 14

GB 04

GB 05

GB 06

TB 15

TB 16TB

KEEP OFF

THERMAL AREA

HAZARDOUS

ROAD

ICY

NYMPH LAKE

22630

22631

P C

P T

S T

P C

P T

P C

P T

P C

P T

P O

Curve= FRYNYM10

R= 675.00'

T= 2.21'

L= 4.43'

Curve= FRYNYM11

R= 500.00'

T= 5.20'

L= 10.41'

Spiral= FRYNYM11A f

Ls= 135.00'

Curve= FRYNYM12

R= 3,750.00'

T= 48.93'

L= 97.85'

Curve= FRYNYM13

R= 1,600.00'

T= 61.27'

L= 122.47'

Curve= FRYNYM14

R= 700.00'

T= 53.55'

L= 106.90' Curve= FRYNYM15

R= 8,000.00'

T= 179.24'

L= 358.43'

1301+68 TO 1313+47

OBLITERATION PLAN

NPS PMIS No. 54348 NPS Drwg. No. 101/109186

Roadway excavation and obliteration

Removal o f wall

L.6

STATE PROJECT

e p te m b e r

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

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not For

Con str uc

ELK2

P O

P C

P R

P C

P R

P T

P C

POOL

WETLAND

OLD ROADBED

GRAND LOOP ROAD

ELK PARK TURNOUT

L.7

STATE PROJECT

e p te m b e r

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

C h e c k e d b y

D e s ig n e d b y

Curve= ELK10

R= 100.00'

T= 27.41'

L= 53.50'

Curve= ELK11

R= 100.00'

T= 22.39'

L= 44.06'

Curve= ELK12

R= 100.00'

T= 30.57'

L= 59.34'

ELK1

Curve= ELK14

R= 2,000.00'

T= 66.46'

L= 132.87'

Curve= ELK15

R= 10,000.00'

T= 109.55'

L= 219.10'

AT ELK PARK

OBLITERATION PLAN

POOL

THERMAL

ELK2

POOL

THERMAL

POOL

THERMAL

P C

P T

P C

P T

P O

Curve= ELK13

R= 100.00'

T= 25.15'

L= 49.29'

OLD ROADBED

Roadway excavation and obliteration

1.7 miles to Norris Jct.

PRELIM

ARY

Not For

Con str uc

P.2

STATE PROJECT

y e p b .d g n

S S u r ft

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

NOTE:

FOOTNOTE:

NPS PMIS No. 54348 NPS Drwg. No. 101/109186

NO SCALE (MAINLINE AND DETOUR)

GARDNER RIVER BRIDGE

GRAND LOOP ROAD AT

TYPICAL SECTION

GRAND LOOP ROAD AT GARDNER RIVER BRIDGE

680+43.32 TO 686+00

670+40 TO 678+96.69

SCHEDULES C AND D

C le a r in g l im it

Profile grade

8' widening4' shldr.4' shldr. 11' travel way11' travel way compacted depth (placed in 2 equal lifts)

ESAL, type III pavement roughness, 4-inch maximum size aggregate, 0.3 to < 3 million

-inch nominal4 3Superpave pavement, Top of subgrade

Varies lio sp ot de vr es no c e calP lio sp ot de vr es no c ec alP do ht e m yr d , gni hcl uM do ht e m yr d , gni hcl uM

Varies

Blotter grade CSS-1, CSS-1h, SS-1 or SS-1h

Fog seal, emulsified asphalt grade CSS-1

Tack coat, 1' typ.rounding detail

See cut slope

1:4

1:4 1:4

1:4

Variable

Variable rounding detail

See fill slope

3 3 course, 5-inch compacted depth

Cold recycled asphalt base

GRAND LOOP ROAD DETOUR

6750+00 TO 6759+00

SCHEDULES C AND D

grade

Profile

1:3

1:3 1:3 Varia ble

grade CSS-1, CSS-1h, SS-1 or SS-1h

Fog seal, emulsified asphalt

Blotter grade CSS-1

Tack coat, 4-inch compacted depth

ESAL, type III pavement roughness, maximum size aggregate, 0.3 to < 3 million

-inch nominal4 3Superpave pavement, 5-inch compacted depth aggregate, method 2, Roadway

2% crown

Earthwork geotextile, type II-A

Shoulder subgrade

10' travel way10' travel way 2'1'

Shldr.Shldr.

Selective clearing

Varies 0 to 4-feet from 670+40 to 672+20 and 683+70 to 686+00.

Vary to construct positive drainage along detour alignment.

Flush cut willows before placing geotextile, and constructing detour.

shown under the horizontal alignment curve data on Sheets P.5-6.

Superelevate roadway on curves at the maximum rate "e" as

1' typ.

See Sheets C.1-4 for additional details and requirements.

Do not round cut or fill slopes on the detour alignment.

C le a r in g l im it

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

Mulching, dry method

PRELIM

ARY

Not For

Con str uc

P.3

STATE PROJECT

y e p c .d g n

S S u r ft

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

(SCHEDULES B AND D)

GARDNER RIVER BRIDGE

GRAND LOOP ROAD AT

TYPICAL SECTION

Profile grade

LGardner River Bridge C

11' travel way11' travel way type III pavement roughness, 2-inch compacted depth maximum size aggregate, 0.3 to < 3 million ESAL, -inch nominal4 3Superpave pavement, 4.8%

4.8% grade CSS-1

Tack coat, Pave to face of curb

679+24 TO 680+16.02

GRAND LOOP ROAD (GARDNER RIVER BRIDGE DECK)

GRAND LOOP ROAD (GARDNER RIVER BRIDGE WINGWALLS)

680+16.02 TO 680+43.32

678+96.27 TO 679+24

4' to 4.67'4.31' to 5'

-2.2" to 6"

NOTE:

FOOTNOTE:

NPS PMIS No. 54348 NPS Drwg. No. 101/109186

NO SCALE

Profile grade

11' travel way

ESAL, type III pavement roughness, 4-inch compacted depth, placed in 2 equal lifts

-inch nominal maximum size aggregate, 0.3 to < 3 million4 3Superpave pavement, grade CSS-1

Tack coat, of wingwall

Pave to face

11' travel way grade CSS-1, CSS-1h, SS-1 or SS-1h

Fog seal, emulsified asphalt

Blotter course, 5-inch compacted depth

Cold recycled asphalt base

4.8% 4.8%

Va ria ble

Variable

See Sheets C.1-4 for additional details and requirments.

receiving surfaces are completed.

Do not pave over the bridge deck until all bridge work on the

Construct utility trenches, see Sheet P.10 for details

See Plan Section S for bridge construction details.

Roadway Excavation.

Excavate where required to construct utility trench. Subsidiary to

Typical, both sides.

Embankment

Structural excavation and backfill

C M

U b lo c k s

C le a r in g l im it rounding detail

See fill slope liospot devresnoc ecalP dohte m yrd ,gnihcluM

Embankment

C le a r in g l im it rounding detail

See fill slope lio sp ot de vr es no c ec alP do ht e m yr d , gni hcl uM

4.05' to 5.83'

Shldr.

4.67' to 8.22'

Shldr.

PRELIM

ARY

Not For

Con str uc

04-12

05-12

22074

FEN

-1.0899% -3.1586%

100' VC

K = 48

SSD = 572'

-3.1586% +0.0000%

155' VC

K = 49

+0.0000% +0.6099%

200' VC

K = 328 7 ,2

P R

P T

P C

P R

P T

P O

Curve= D103

R= 380.00'

T= 81.24'

L= 160.06' Curve= D102

R= 380.00'

T= 33.35'

L= 66.52'

Curve= D101

R= 380.00'

T= 47.66'

L= 94.83'

Curve= D100

R= 380.00'

T= 107.98'

L= 210.41'

Profile grade for temporary detour

Existing ground along temporary detour

105' min.

NOTE:

FOOTNOTE:

7278.1 min. low chord

NPS Pkg. No. 54348 NPS Drwg. No. 101/109186

RESUME WORK

G A R D

RIVER

SUSPEND WORK

Mainline to be constructed

Mainline slope stake limits yy xx (Includes xx conserved topsoil) temporary bridge crossing

Construct and maintain

Silt fence, typ.

wattle, typ.

Sediment maintain cofferdams

Install and limits, detour

Slope stake

G ar d n er R iv er

O bsidian

Cree k

CUYD

EXC.

CUYD

EMB.

6760 6755 6750

7260 7260

7265 7265

7270 7270

7275 7275

7280 7280

7285 7285

7290 7290

7295 7295

7300 7300

P.5

STATE PROJECT

e p te m b e r

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 p e .d g le T e a m H g le T e m

C h e c k e d b y

D e s ig n e d b y

El. 7286.39

E= 2456711.32

N= 1926728.63

6750+00.00

BRIDGE DETOUR

GARDNER RIVER

El. 7281.33

E= 2456526.95

N= 1927602.91

6759+00.00

BRIDGE DETOUR

GARDNER RIVER

Contour interval is 2-feet.1.

to be constructed

Temporary detour line

See Section 575.

Install before work on existing abutments.

devices before mainline work.

Establish detour and install soil erosion control

Provide smooth pavement connection, see Sheet C.4.

Temporary culvert pipe

PRELIM

ARY

Not For

Con str uc

PB 24

04-12

05-12

22074

FEN

-0.3138%

-0.7645%

200' VC

K = 444

SSD = 2494'

-0.7645% +2.50

01%

260' VC

K = 80

CUYD

EXC.

CUYD

EMB.

7260 7260

7265 7265

7270 7270

P.6

STATE PROJECT

675 680 685

SUSPEND WORK

RESUME WORK

NPS Pkg. No. 54348 NPS Drwg. No. 101/109186

FOOTNOTE:

Line to be constructed

Slope stake limits

El. 7291.15

E= 2456661.23

N= 1926489.56

673+00.00

AT GARDINER RIVER

GRANT LOOP ROAD

NOTE:

Curve= BC1

R= 2,600.00'

T= 105.92'

L= 211.72'

Curve= BC2

R= 2,700.00'

T= 35.66'

L= 71.32'

Spiral= BC3B f

Ls= 132.00'

Curve= BC3

R= 1,275.00'

T= 192.40'

L= 381.93'

Curve= BC4

R= 1,550.00'

T= 104.96'

L= 209.60'

Curve= BC5

R= 1,150.00'

T= 127.45'

L= 253.87' Curve= BC6

R= 5,000.00'

T= 103.11'

L= 206.19'

G a r d n e r

R iv e r

O b sid ia n

Creek

El. 7284.48

E= 2456601.71

N= 1927455.28

686+00.00

GRANT LOOP ROAD

P T

P R

P C

S C

9P C

C S

P C

P O

Bridge, see Plan Section S

Construct Gardiner River

S to n e m a s o n r y h d w l.

x p ip e c u lv

R e m o v a l o f h d w l.

Bridge

Gardner River Wingwall

Wingwall

Install stabilizing geogrid see Sheet x.x d is s ip a to r c la s s la c e d r ip r a p e n e r g y

Profile grade

Existing ground d is s ip a to r c la s s la c e d r ip r a p e n e r g y

P la c e d r ip r a p c la s s

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 p f.

d g n e p te m b e r

C h e c k e d b y

D e s ig n e d b y

Wattle check dams, typ.

Provide smooth pavement connection, see Sheet C.4.

P.5 for additional details and requirements.1.

Type 2 subexcavation and backfill

PRELIM

ARY

Not For

Con str uc

G r d n e r R iv r

F lo w

Placed riprap, Class 5conserved streambed material Restore bank area with conserved streambed material

Restore bank area with

LCNew road

New bridge

New wingwall

SCALE IN FEET

10 20010

9'-0" 10'-0"

P.8

STATE PROJECT

A u g u s t

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 p h .d

C h e c k e d b y

D e s ig n e d b y

RIPRAP PLAN DETAILS

GARDNER RIVER BRIDGE

PRELIM

ARY

Not For

Con str uc

100Q

50Q

Q Vm WS EL.

5.6

5.5

5.4

5.0

7279.2

7278.4

7278.1

Footing El. 7268.00 Footing El. 7268.00

-0.7645% Grade

1.75

ELEVATION

10'-0"

El. 7272.50±

Existing stream bottom

Geotextile, Type IV-B

Placed riprap, Class 5

New bridge

OHW

50-year water surface

Conserved streambed material

5'-6"

P.9

STATE PROJECT

A u g u s t

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 p i.

C h e c k e d b y

D e s ig n e d b y

RIPRAP SECTION DETAILS

GARDNER RIVER BRIDGE

PRELIM

ARY

Not For

Con str uc

5' 5'

NOTE:

FOOTNOTE:

NPS PMIS No. 54348 NPS Drwg. No. 101/109186

NO SCALE

UTILITY CONDUITS

Gardner River Bridge, typ.

Utility conduit on

See Sheets S.11, and S.17-18 for additional details.SECTION A-A

Century Link conduit

Finish grade

Fiberoptic typ.

typ.

300 min.

Energy conduit

Northwestern with end caps and band polyethylene culverts double wall corrugated

200 mm Typical marked for each utility

Electric warning tape

50 mm Bedding

Backfill material

Shading

Run conduit 6" outside of finished embankment and cap.

See Plan Section S for additional details and requirements.

S.10

STATE PROJECT

e p te m b e r

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 p j.

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not For

Con str uc

PLAN & ELEVATION

PLAN

ELEVATION

BRIDGE DRAWING INDEX

Drawing No. Description

PROFILE GRADE DIAGRAM

No Scale

UNLESS NOTED

1"= 10’-0"

50Q

Q (ft /s) WS EL.

HYDRAULIC DATA

upstream face of bridge.

Note: Water surface elevations are at

V (ft/s)

-0.7645%-0.7645%

1.75

5.0

5.4

5.5

5.6

7276.0

7278.1

7279.2

Riprap

El. 7272.50–

El. 7268.00

ABUTMENT 2ABUTMENT 1

14" Ø concrete posts

14" Ø timber log rail w/

(Measured along Layout line)

Layout line

Sta. 679+24.00

El. 7285.06 El. 7284.35

Sta. 680+16.02

C Rdwy.LLC Bridge

Profile grade

7278.4

Q WS El.=7278.4 concrete girder

44" deep decked bulb-tee

Begin Bridge @ C Rdwy.L End Bridge @ C Rdwy.L

Length of Bridge = 92’-0"

G a r d n e r R iv and reconstructed at new abutments (typ.).

abutments and piers to be salvaged

Stone masonry facing from existing

B e g in B r id g e

S ta

E n d B r id g e

S ta

El. 7268.00 asphalt wearing surface) @ C Rdwy.

Elevations are at profile grade (top of

Low chord = El. 7279.77

(Along Layout line)

WINGWALL A

WINGWALL C

WINGWALL DWINGWALL B

El. 7285.10

El. 7284.32

El. 7285.81

Horiz. Curve Data:

El. 7283.62

El. 7284.46

El. 7286.15

El. 7283.35

El. 7285.07 asphalt wearing surface.

Note: All elevations shown are at top of

R. OWEN

Exp.Exp.

S. BELCHER

RG2897-V

RG2897-U

RG2897-T

RG2897-S

RG2897-R

RG2897-Q

RG2897-P

RG2897-O

RG2897-N

RG2897-M

RG2897-L

RG2897-K

RG2897-J

RG2897-I

RG2897-H

RG2897-G

RG2897-F

RG2897-E

RG2897-D

RG2897-C

RG2897-B

RG2897-A

LAYOUT DIAGRAM

No Scale

Sta. 679+24.00

Begin Bridge

Sta. 680+16.02

End Bridge

C Rdwy.

C Bridge

Layout Line

(typ ty p

Gutterline (typ.)

N 10°43’34" W

R= 1,550.00’ T= 104.96’

L= 209.60’

7’-0"18’-4" e= 0.048

-0.7717% Grade

K = 79

410’ VC

+4.4072%

K = 444

200’ VC

-0.3138%

REBAR LIST (2 of 2)

REBAR LIST (1 of 2)

BRIDGE RAILING (2 of 2)

BRIDGE RAILING (1 of 2)

TYPICAL SECTION

UTILITY DETAILS

PRESTRESSED GIRDER DETAILS

PRESTRESSED GIRDER TOP FLANGE

PRESTRESSED GIRDER SECTIONS

PRESTRESSED GIRDERS B THRU E

PRESTRESSED GIRDERS A & F

ABUTMENT ENDWALLS

MASONRY DETAILS

MASONRY WINGWALL DETAILS

MASONRY ABUTMENT DETAILS

WINGWALL SECTIONS

ABUTMENT WINGWALLS

ABUTMENT ELEVATION

ABUTMENT FOOTING LAYOUT

FOUNDATION PLAN

GENERAL NOTES

PLAN AND ELEVATION

PRE

LIM

INARY

NOT

FOR

NST

RUCTI

NO.

PROJECT

STATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DRAWING NO.DATEBRIDGE DRAWINGPROJECT TEAM LEADER

SCALECHECKED BYDRAWN BY

DESIGNED BYREVISIONSBYDATENO.

REVISIONS

DATE

NO.

F L

B id

W F

L R

G -S e v il e

B r id g e C

F il e s D

G N

F il e s p e .d g n

B. ROBINSON

YELLOWSTONE NATIONAL PARK

RG2897-KARL EIKERMANN

GARDNER RIVER BRIDGE (7-MILE BRIDGE)

PARK COUNTY, WYOMING

of 22

NPS PMIS NO.: 54348 NPS DRWG. NO.: 101/109186

FEBRUARY 2013

PRELIM

ARY

Not For

Con str uc

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