C-Sheets.pdf

QUANTITIES

TYPICAL SECTION

TABULATION OF

C.1

STATE PROJECT

NUMBER

SHEET

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 y e ll c a .d g n

WY PRA YELL 10(19)

A

M

J a n u a r y

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y

NPS Drwg. No. 101/130820

NPS PMIS Nos. 86308 & 2131522

EMBANKMENT QUANTITIES

TABULATION OF ROCK

C.2

STATE PROJECT

NUMBER

SHEET

WY NPS YELL 10(19)

STATE PROJECT

NUMBER

SHEET

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 g n

J a n u a r y

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y

C le a r in g l im it s

Variable 2

2% crown

C le a r in g l im it s

Variable2

LC

Profile grade

Blotter

FILL SLOPE

ROUNDING DETAIL

Variable

D

CUT SLOPE

ROUNDING DETAIL

D

NOTE:

FOOTNOTE:

10'

Traveled way

11'

Traveled way

11'

D4

Original ground

Original ground D4

Detail, this sheet

Rounding

See Fill Slope

Final subgrade dohte m yr d , gni hcl uM

TYPICAL SECTIONS

MAINLINE AND TURNOUT

Rounding Detail, this sheet

See Cut Slope

Vari able

.5 ty p

Tack coat, (CSS-1, OR, CSS-1h)

Shoulder

4', typ.

Shoulder

4', typ.

Fog seal

(placed in two equal lifts)

ESAL, type III pavement roughness, 4" compacted depth nominal maximum size aggregate, 0.3 to < 3 million

" 4 3" or 2

1Asphalt concrete pavement, gyratory mix, NO SCALE

TYPICAL SECTION

Placing conserved topsoil, 2" depth

Placing conserved topsoil, 2" depth

Mulching, dry method

5" compacted depth (placed in two lifts)

Cold recycled asphalt base course, Edge of pavement

Rockery

437+29.77 to 440+66.26

C le a r in g l im it s

Varies

Edge of pavement

Existing ground

C le a r in g l im it s

TYPICAL BOTH SIDES

0-5'5'

Varies

Varies

0-10'

Slope stake limits

1:2- 1:4

Vari es

GRAND LOOP ROAD 306+75 to 556+50

1:2-1:4

Varies

Concrete curb

12" x 18"

(9" reveal)

449+25 to 476+57.54

5 6

Concrete curb

12" x 18"

(9" reveal)

Slope stake limits

Existing ground

See Sheet K.4 for compound cut detail.

directed by C.O.

Clearing limits reduced near wetlands. Alter slope rounding as

See sheet H.2 for Rockery details.

road shoulder widths.

Data Listing. See E Sheets for turnout widening and approach

Provide additional widening according to the Staking Report

Listing.

Construct slopes and ditches as shown in the Staking Report Data under the curve data shown on the plan-profile.

Maximum superelevation on curves are at the rate 'e' as indicated

See sheets H.5 for guardrail placement on MSE wall.

designated areas, for use under Section 408.

Mill existing pavement surface and stockpile the material in mulching quantities at parking areas, trails and approach roads.

See Plan Section E for additional pavement structure, topsoil, and

Place conserved topsoil according to Section 624.

4.

3.

2.

1.

C.3

STATE PROJECT

NUMBER

SHEET

WY

PRA YELL 10(19)

J a n u a r y

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 c b .d g n

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y

1" Radius

1" Radius base course Edge of shoulder

1:2-1:4

Varies 2

Final subgrade

Encapsulated

NO SCALE

Bottom of subexcavationSubexcavation

Roadway excavation

Existing pavement structure

Existing subgrade subgrade

Shoulder

Bottom of subexcavation

Shoulder subgrade

Existing ground

SUBEXCAVATION BACKFILL

TYPE 1

SUBEXCAVATION

TYPE 1

m in m in

SUBEXCAVATION AND BACKFILL SECTION

TYPE 1

LC LC

Shoulder subgrade

Shoulder subgrade

Select borrow See Sheet C.3

Pavement section, m in

NOTE:

12"

1% min.

AND BACKFILL

SUBEXCAVATION

TYPE 1

513+50 to 514+75 (SCHEDULE B)

510+00 to 511+00 (SCHEDULE A&B) geotextile, class 1, type C

Separation-stabilization

C.4

STATE PROJECT

P

J a n u a r y

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 c c .d g

S J a c k s o

S m it h

C h e c k e d b y

D e s ig n e d b y

Staking Report Data Listing.

Construct slope across bottom of subexcavation as shown in the 1.

NOTE:

FOOTNOTE:

Existing pavement structure

Subexcavation Bottom of subexcavation

Existing subgrade

"18"

Shoulder subgrade

Bottom of subexcavation trench

Bottom of subexcavation

C o ll e c to r p ip e

PLAN VIEW

SUBEXCAVATION AREA

(Mirror image for RT. side installation)

S u b e x c a v a ti o n l im it

S u b e x c a v a ti o n l im it or Outlet pipe

D it c h li n e

P r o fi le g r a d e

Subexcavation trench

COLLECTOR AND OUTLET PLAN

SUBEXCAVATION TRENCH DETAIL

Bottom of subexcavation

18"

Subgrade shoulder

Select borrow

Granular backfill

Existing ground

SUBEXCAVATION

TYPE 3

SUBEXCAVATION BACKFILL

TYPE 3

SUBEXCAVATION AND BACKFILL SECTION

TYPE 3

FOR TYPE 3 SUBEXCAVATION BACKFILL

COLLECTOR AND OUTLET PIPE DETAIL

8" outlet pipe

8" outlet pipe m in m in

LC

LC

see Sheet C.3

Pavement section, SUBEXCAVATION

TYPE 3

Shoulder subgrade Shoulder subgrade

Shoulder subgrade

Roadway excavation

Roadway excavation

Select borrow m in

8" collector pipe

8" collector pipe

1% min.

1% min.

1 % min.

548+25 to 554+50 (SCHEDULE B)

537+80 to 544+75 (SCHEDULE B)

521+75 to 523+25 (SCHEDULE B)

516+75 to 518+75 (SCHEDULE B)

440+00 to 444+50 (SCHEDULE A&B)

321+50 to 330+50 (SCHEDULE A&B) 5.

4.

3.

2.

1.

geotextile, class 1, type C

Separation-stabilization geotextile, class 1, type C

Separation-stabilization

C.5

STATE PROJECT

J a n u a r y

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 c d .d g n

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y according to Sections 605 and 708.

Provide and install outlet pipes, and standard underdrain collectors collector pipe with no less than one outlet per subexcavation.

Provide one outlet for every 200 feet of

Mirror details to drain in opposite direction as needed.

of the subexcavation.

Slope all Outlet Pipes a minimum of 1% to drain at the low point

Staking Report Data Listing.

Construct slope across bottom of subexcavation as shown on the

Subsidiary to 8-inch collector pipe.

daylight to ditch ahead or back on line where applicable.

Outlet crossing road shown. Outlet to catch basins, culverts, or installation is subsidiary to subexcavation.

See Sheet G.18 for outlet details. All excavation associated with pipe

Place outlet(s) as directed by the CO to minimize resource impacts.

Top and bottom of sand layer

12"

4" min.

Fiber roll

NO SCALE

NOTE:

FOOTNOTE:

Existing subgrade Subexcavation excavation

Roadway

Va rie s

Va rie s

TYPICAL

Embankment

Shoulder subgrade topsoil, and mulch

Place conserved topsoil, and mulch

Place conserved

Bottom of thermal section

Bottom of subexcavation and thermal section

Subexcavation

Shoulder subgrade

Existing ground

2'

TYPICAL THERMAL SECTION

NPS PMIS No. 146047 NPS Drwg. No. 01-123635/109186

SUBEXCAVATION SECTION

TYPE 4

LC

m in m in

LC

pavement structure Existing see Sheet C.3

Pavement section, SUBEXCAVATION

TYPE 4

Shoulder subgrade

4"

3"

12" min.

Embedment (typ.)

3'

Embedment (typ.)

3'

Geomembrane m in

Roadway aggregate, method 2

Sand

Polystyrene foam

Geomembranethermal section

Bottom of

Shoulder subgrade

DETAIL A

DETAIL B

See Detail A below

315+50 to 319+00 (SCHEDULE A&B)

See Detail B below geotextile, class 1, type A, woven

Separation-stabilization

C.6

STATE PROJECT

J a n u a r y

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 c e .d g n

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y

Va rie s

1% min.

2.

1.

stakes.

Use sandbags to position Fiber roll in thermal areas. Do not drive than 2-feet in height above the proposed ditch line.

line. Do not place topsoil or mulch where finished slopes are less

Place above sediment wattle to be installed 12-inch above ditch area of installation.

continuous underlying layer of foam spanning the

Sheets placed in 2 layers with 12-inch lapped joints to be placed on a polystyrene insulation. Maximum roll width is 8-feet.

the base of the sand layer and between the geomembrane and on the outside of sand layer with a min. of 3-feet embedment along

Wrap separation-stabilization geotextile, class 1, type A, woven

Perform work within geothermal areas as directed by the CO.

Staking Report Data Listing.

Construct slope across bottom of subexcavation as shown in the

NOTE:

FOOTNOTE:

SUBEXCAVATION TRENCH DETAIL

Bottom of subexcavation

18"

8-inch outlet pipe

Granular backfill

FOR TYPE 5 SUBEXCAVATION BACKFILL

COLLECTOR AND OUTLET PIPE DETAIL

:1 structure, see Sheet C.3

Mainline pavement

1:4 1:

Select borrow

:2

LC

C o ll e c to r p ip e

PLAN VIEW

SUBEXCAVATION AREA

S u b e x c a v a ti o n l im it

S u b e x c a v a ti o n l im it or Outlet pipe

D it c h li n e

P r o fi le g r a d e

Subexcavation trench

COLLECTOR AND OUTLET PLAN

8-inch outlet pipe

SUBEXCAVATION

TYPE 5

Subsidiary to 8-inch collector pipe.

SUBEXCAVATION BACKFILL

TYPE 5

d e p th

S u b e x c a v a ti o n m in

Existing ground

SUBEXCAVATION LIFT DETAIL

Base of subexcavation

1st lift

Subsequent lifts

9" Pavement section

8-inch collector pipe

Trench Detail below

See Subexcavation See Subexcavation

Lift Detail below

1% min.

1% min.

5.

4.

3.

2.

1.

489+75 to 491+50 (SCHEDULE A&B)

487+00 to 488+25 (SCHEDULE A&B) stabilization at 9" vertical spacing (typ.)

Subsequent lifts, place geogrid, geotextile, class 1, type C (woven)

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

Geogrid, stabilization

1st lift, geogrid, stabilization at 12" vertical spacing (typ.)

Geogrid stabilization geotextile, class 1, type C (woven)

Separation-stabilization

C.7

STATE PROJECT

J a n u a r y

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 c f.

d g n

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y

Install a minimum of one outlet per subexcavation.

not in direct contact.

geogrid lap and the overlying geogrid layer so the two layers are layer. Provide a thin layer of select borrow between the 6-foot

Wrap each geogrid layer 6-feet horizontally back below the next of the subexcavation.

Slope all Outlet Pipes a minimum of 1% to drain at the low point is subsidiary to 8-inch outlet pipe.

G.18 for outlet details. All work associated with the pipe outlet as directed by the CO to minimize resource impacts. See Sheet spacing along length of deep patch underdrain. Skew outlet(s)

Provide solid outlet pipes at all low points and at maximum 100-foot

Staking Report Data Listing.

Construct slope across bottom of subexcavation as shown in the

DETAIL

SPECIAL ROCK EMBANKMENT

NO SCALE

FOOTNOTE:

with stepped slopes in accordance with 204.09 (d).

Temporary excavation face shall be constructed

See Staking Notes and Cross Sections.

SPECIAL ROCK EMBANKMENT

MECHANICALLY PLACED

LC

Existing ground

1:

SPECIAL ROCK EMBANKMENT

MECHANICALLY PLACED

CLASS 3 CLASS 5

LC

1:

Existing ground

1:

:1 .2

Placed riprap, class 3

Placed riprap, class 5

V a r ie s

V a r ie s geotextile, class 1, type C

Separation-stabilization geotextile, class 1, type C

Separation-stabilization topsoil, 2" depth

Placing conserved topsoil, 2" depth

Placing conserved

'3

514+75 to 515+75 LT (SCHEDULE B)

451+37 to 457+38 RT (SCHEDULE A&B)

449+75 to 450+75 RT (SCHEDULE A&B)

446+25 to 447+75 RT (SCHEDULE A&B)

SPECIAL ROCK EMBANKMENT

CONSERVED TOPSOIL ON

(TYPICAL)

Riprap Class 2, 3, or 5

Conserved topsoil, 2" depth

Choke surface voids with conserved topsoil

C.8

STATE PROJECT

J a n u a r y

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 c g .d g n

S J a c k s

S m

C h e c k e d b y

D e s ig n e d b y

DETAIL

SPECIAL ROCK EMBANKMENT

NO SCALE

FOOTNOTE:

SPECIAL ROCK EMBANKMENT

MECHANICALLY PLACED

CLASS 2

LC

Existing ground

:1 .5

Placed riprap, class 2

V a r ie s

:1 .5

Placed riprap, class 2

V a r ie s

Native Ground

CLASS 2 (FOR LANDSLIDE)

SPECIAL ROCK EMBANKMENT

MECHANICALLY PLACED

LC

topsoil, 2" depth

Placing conserved topsoil, 2" depth

Placing conserved with stepped slopes in accordance with 204.09 (d).

Temporary excavation face shall be constructed

See Staking Notes and Cross Sections.

544+75 TO 546+75 LT (SCHEDULE B)

geotextile, class 1, type C

Separation-stabilization geotextile, class 1, type C

Separation-stabilization

C.9

STATE PROJECT

J a n u a r y

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 c h .d g n

S J a c k s

S m

C h e c k e d b y

D e s ig n e d b y

457+00 to 457+38 RT (SCHEDULE A&B)

435+00 to 437+25 LT (SCHEDULE A&B)