E-Sheets.pdf

QUANTITIES

AREA AND APPROACH ROAD

TABULATION OF PARKING

E.1

STATE PROJECT

NUMBER

SHEET

WY

PRA YELL 10(19)

P

M

F e b r u a r y

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 g a .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

NPS Drwg. No. 101/130820

NPS PMIS Nos. 86308 & 2131522

NOTE:

PLAN VIEW

ELEVATION VIEW

Mainline

LC

LC

NO SCALE

1.

shown on Sheet C.1.

Pavement quantities are included within the mainline quantities

See Sheet C.3 for pavement structure details

Edge of asphalt pavement

41.6'

Match existing roadway

S a w c u t

APPROACH ROAD DETAILS

Existing roadway

.6

397+00

AREA APPROACH ROAD

BEAVER LAKE PICNIC

22'

40'R 30 'R

E.2

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 g 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

Line to be constructed shoulder edge

Normal paved shoulder edge

Normal paved

45' R +/- 45' R +/-

LC

15' (typ.)

-2%

Variable

Variable

NOTE:

FOOTNOTE:

NO SCALE

shoulder edge

Normal paved

CROWNED

SUPER-ELEVATED LT

SUPER-ELEVATED RT

Turnout

Turnout

Turnout

TURNOUT LAYOUT DETAIL

TURNOUT DETAILS

STANDARD

LC

LC

TURNOUT SECTION DETAILS

2%

2%

2%

Install log curb roadway. See Sheet C.3 for details and Sheet C.1 for quantities.

Pavement structure for turnouts is the same as the adjacent1.

See Sheet J.2 for log curb details is 8%. Adjust turnout cross-slope accordingly where required.

Maximum allowable rollover between traveled way and turnout

Curb log table on D.1

Station to Station (See table on this sheet)

Turnout Locations

50' taper, typ. 50' taper, typ.

E.3

STATE PROJECT

e b r 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 g c .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 shoulder edge

Normal paved log segments with two equal length

Construct log radius log segments with two equal length

Construct log radius

45' R +/-

50' taper, typ.

log segments with two equal length

Construct log radius

LAYOUT OF CURB DETAIL

2'

2'

3.6

Snowpole holder (typ.)

N

LC

V a ri e s

V a ri e sor wetland credit

Edge of wetland

TRAIL SECTION

TRAILHEAD TURNOUT

GRIZZLY LAKE

NO SCALE

Existing Trail

Parking

Existing Trailhead

Wetland boundary

1.

2.

NOTE:

Trail at Wetland Crossing

Connection to Existing

Trail

Trailhead Parking (Turnout)

Slope Stake Limits

See Sheet C.3

Pavement section, 4" compacted depth

Roadway Aggregate, Method 1

E.4

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 g 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

NPS Drwg. No. 101/130820

NPS PMIS Nos. 86308 & 2131522

3' Trail Section

Construct slopes as shown in the Staking Report Data Listing.

See Sheet D.1 for trail quantities, included in mainline tabulations.

N

Curve= SPA2

R= 21.00'

T= 55.78'

L= 81.10'

Curve= SPA1

R= 45.00'

T= 25.28'

L= 46.06'

R= 60.00'

T= 22.36'

L= 42.81'

Curve= SPA

D

D

D

P O

T

.0

P C

.0

P O

T

.0

P C

.6

P T

.4

P C

.1

P C

.2

P T

.3

Slope stake limits existing tree

Do not disturb

SOLFATARA TRAILPARKING AREA

SOLFATARA

CP

22057

AREA LAYOUT

SOLFATARA PARKING

NOTE:

Existing ground

Profile grade

CUYD

EXC.

CUYD

EMB.

1003+001002+001001+00 1000+00

7340 7340

7360 7360

7380 7380

7400 7400

7420 7420

7440 7440

1:2 1:

1:4 -1.333% -2.000%

1:4

LC

SECTION A-A

A

A course, 4" compacted depth

Cold recycled asphalt base

R 5' pavement roughness, 3" compacted depth aggregate, 0.3 to <3 million ESAL, type III

" nominal maximum size4 3" or 2

Asphalt concrete pavement, gyratory mix, R 15'

R 56'

R 12.5'

R 50'

R 48.29'

R 10'

R 50'

R 11.46'

R 40'

Typical Both Sides

377+90, 15' RT

MAINLINE

1000+00

E.5

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 g e .d g n

WY PRA YELL 10(19)

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

1:4

Sta. 1000+75.00

See Sheet P.8 for signing and striping.

Excess roadway excavation material will be wasted.

Approach road needs to be reused in this section.

Roadway excavation in Solfatara Parking Area and

Construct as shown in the Staking Report Data listing.

There are no sidewalks or curbs at this location.

4.

3.

2.

1.

,4

.7

,4

.0

+2.2824%

20' VC

,4

.8

+3.6800%

40' VC

,4

.5

-0.2800% -3.4571%

20' VC

,4

.0

NPS Drwg. No. 101/130820

NPS PMIS Nos. 86308 & 2131522

NPS Drwg. No. 101/130820

NPS PMIS Nos. 86308 & 2131522

N

CP

22061

PARKING AREA

OBSIDIAN CLIFF

CUYD

EXC.

CUYD

EMB.

2003+002002+002001+002000+00

7300 7300

7320 7320

7340 7340

7360 7360

7380 7380

7400 7400

7420 7420

7440 7440

7460 7460

Wetland boundary

Drop Inlet

Slope Stake Limits

Slope stake limits

Drop Inlet boundary

Wetland reset stone curb

Remove and

Profile grade

Existing ground

446+57, 15' LT

MAINLINE

2000+00

POT 2

+00.

P T

.4

PC 2

+01.

P C

.4

P T

.3

PT 2002+59.18

P C

.8

POT 2002+66.33

R= 5.00'

T= 2.94' L= 5.32'

D

D

R= 110.00'

T= 93.41'

L= 154.88'

D

R= 5.00'

T= 3.07'

L= 5.51'

Drop Inlet

FOOTNOTE:

448+66, 15' LT

MAINLINE

2002+66.33

R 22.15' R 15.25'

R 24.75'

A

A

Rockery

R 55.1

R 32.1'

R 15'

R 72.2'

R 14.4'

R 18.7'

R 12.6'

Stone curb, type 1

Accessibility ramp, asphalt

R 13.845'

Repair kiosk

Stone curb, type 1

PARKING AREA

OBSIDIAN CLIFF

BEGIN

PARKING AREA

OBSIDIAN CLIFF

END

E.6

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 g f.

d g n

WY PRA YELL 10(190

e b r 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

CL_SG

TFC

BFC

SHLD_SG

BISW

BOSW

OSWESWB

TBCSW

TFC

BFC

SHLD_SG

TBCBDT CP_SGSSC

RK5

RK3RK12RK8 RK2

1:20.1+1.400%-1.400%

LC

2.7

.6

SECTION A-A

course, 5" compacted depth

Cold recycled asphalt base

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

" nominal maximum size4 3" or 2

Asphalt concrete pavement, gyratory mix, Sta. 2001+25.00

O b s id ia n C re e k stockpile boulders

Remove and

See H.2 for rockery wall details.

See J.3 for stone curb details.

See G.19 for catch basin detail.

See J.1 for accessibility ramp details.

Subsidiary to asphalt sidewalk.

Construct as shown in the Staking Report

Data Listing.

Drainage quantities provided in G Sheets.

See Sheet P.9 for Signing and Striping.

1.

2.

3.

Stone curb, type 1, stone masonry (existing flagstone)

Remove and reset to mainline curb Flush transition masonry headwalls Construct stone masonry headwall Construct stone

Asphalt sidewalk

Stone curb, type 1

Remove and reset stone curb type 1, asphalt sidewalk

Stone curb, (4" bedding material) sidewalk

Asphalt

See Sheet E.7

Cliff Trail.

Obsidian

,3

.9

,3

.2

-2.2760%

10' VC

,3

.6

-0.5200% -1.5453%

40' VC

,3

.5

,3

.5

,3

.9

,3

.9

1' VC

,3

.0

10' VC

K = 2

,3

.8

+5.0%

+0.3333%

1' VC 1' VC

,3

.6

-1.9000% +2.1538% -0.8750% +4.0375% -2.8889%

10' VC

K = 1

,3

.7

10' VC

K = 3

10' VC

K = 2

+3.1429% -2.0749%

,3

.6

,3

.4

K = 2

10' VC

,3

.5

-3.4444%

,3

.9

,3

.6

,3

.6

+3.0075%

-3.8571%

,3

.4

4' VC

4' VC

N

Line to be constructed

Viewing area

CUYD

EXC.

CUYD

EMB.

3+00 2+00 0+00

1+00

TRAIL

OBSIDIAN CLIFF 7365

0+00.00

1.

NOTE:

Rockery wall

FOOTNOTE:

Slope stake limits

A

A

Existing ground

Profile grade

Rockery Wall, RT

0+10.7 - 3+14.82

3+14.82

Staking Report Data Listing.

Construct as shown in the course, 4" compacted depth

Cold recycled asphalt base

See Sheet E.6

Obsidian Cliff Parking Area

Stone curb, type 1, RT

CLIFF TRAILOBSIDIAN

END

See Sheet J.3 for stone curb details.

See Sheet H.2 for rockery wall details.

Stone curb, type 1

Wetland boundary

Obsidian Creek

Stone curb, type 1

E.7

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 g g .d g n

WY PRA YELL 10(19)

e b r 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 pavement roughness, 3" compacted depth aggregate, 0.3 to <3 million ESAL, type III

" nominal maximum size4 3" or 2

Asphalt concrete pavement, gyratory mix, SECTION B-B

LC

B

B

Resting/Passing area stake limits

Slope

Passing area

Resting/

STA.3+14.80

1:3 seiraV

LC

SECTION A-A

Sta. 0+70.00

1:

1.

CLIFF TRAIL

OBSIDIAN

BEGIN

Curve= OCTC

D

R= 2.00'

T= 1.82'

L= 2.95'

Curve= OCTC4

R= 5.00'

DD

T= 1.34'

L= 2.61'

Curve= OCTC1

D

R= 25.00'

T= 10.70'

L= 20.23'

T= 2.19'

L= 4.36'

D

R= 25.00'

Curve= OCTT1

Curve= OCTT4

D

R= 25.00'

T= 6.74'

L= 13.16'

Curve= OCTT6

D

R= 25.00'

T= 5.40'

L= 10.64'

Curve= OCTT5

D

R= 25.00'

T= 8.31'

L= 16.05'

Curve= OCTT7

D

R= 25.00'

T= 4.00'

L= 7.93'

D

T= 4.00'

L= 7.94'

R= 25.00'

Curve= OCTT8

500+00 520+00

7375 7375 compacted depth course, 4" asphalt base

Cold recycled

3" compacted depthpavement roughness, type III aggregate, 0.3 to <3 million ESAL, " nominal maximum size4 3" or 2

Asphalt concrete pavement, gyratory mix, 1'-8"

Va rie s

Trail

Obsidian Cliff

Profile for seat wall

Rockery, type 1Stone curb, Place conserved boulders

Stone curb, type 1

Trail

Connector

Trail

Connector

Profile for

R 5'

NPS Drwg. No. 101/130820

NPS PMIS Nos. 86308 & 2131522 seat wall

Rockery, 0+11 - 0+39 3+04 - 3+14

Rockery, seat wall, RT

Trail edging

Structural

NPS Drwg. No. 101/130820

NPS PMIS Nos. 86308 & 2131522 parking area

Edge of existing

Edge of pavement

Roadway centerline GPS

22668

Existing ground

Profile grade

Riprap energy dissipator

P O

T

.0

P O

T

.2

CUYD

EXC.

CUYD

EMB.

10002+0010001+0010000+00

7250 7250

7270 7270

7290 7290

7310 7310

7330 7330

7350 7350

7370 7370

7390 7390

7410 7410

Riprap energy dissipator

NOTE:

Edge of existing trail

Existing trees to remain

TRAILHEAD

MT. HOLMES

FOOTNOTE:

median

Install cobblestone

CL_SG

+3.000% -1.250%

1:4

LC

SECTION A-A

A

A course, 5" compacted depth

Cold recycled asphalt base pavement roughness, 4" compacted depth aggregate, 0.3 to <3 million ESAL, type III

" nominal maximum size4 3" or 2

Asphalt concrete pavement, gyratory mix, Remove and stockpile boulders

R 50' R 50'

Mainline

Cobblestone median

10000+00.00 10001+20.20

PARKING AREA

MT. HOLMES TRAILHEAD

BEGIN

PARKING AREA

MT. HOLMES TRAILHEAD

END

Log curb

See J.2 for log curb detail.

See G.14 for energy dissipator detail.

See J.8 for hitching post detail.

See E.12 for cobblestone median detail.

As directed by the CO.

Hitching post

E.8

STATE PROJECT

NUMBER

SHEET

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 g h .d g n

WY PRA YELL 10(19)

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 log curb

Log curb cut

Log curb cut

8' 10'

Slope stake limits

Approximate slope stake limits

Approximate slope stake limits

Sta. 10000+50.00

See P.10 for Signing and Striping.

G Sheets.

Drainage quantities provided on

Staking Report Data Listing.

Construct as shown in the

3.

2.

1.

,3

.9

+3.0333%

,3

.8

-1.3167% 7 ,3

.0

20' VC

N

7320 7320

D I

,3

.2

-1.6875%

10' VC

,3

.3

-1.0047% +2.6733%

40' VC

,3

.2

NPS Drwg. No. 101/130820

NPS PMIS Nos. 86308 & 2131522

Remove and reset kiosk

PT 4002+73.09

P C .2

P C

.1

P T

.6

PC 4000+07.34POT 4000+00.00

Wetland boundary

Slope stake limits

Curve= MEP1

D

R= 75.00'

T= 54.52'

L= 94.29'

Curve= MEP

D

R= 30.00'

T= 17.23' L= 31.28'

Curve= SWP3

D

R= 30.00'

T= 13.16'

L= 24.80'

POT 4002+80.51

Remove and reset stone curb Slope stake limits

P T .4

547+88, 15' LT

MAINLINE

4000+00.00

549+96, 15' LT

MAINLINE

4002+80.51

PARKING AREA

MOOSE EXHIBIT

CUYD

EXC.

CUYD

EMB.

4003+004002+004001+004000+00

7240 7240

7260 7260

7280 7280

7300 7300

7320 7320

7340 7340

7360 7360

FOOTNOTE:

Remove and stockpile boulders

Remove and stockpile boulders

Riprap energy dissipator

D I

Connection to widened sidewalk

New kiosk location

R 7.5'

R 7'

R 9'

R 6.9'

A

A

CL_SG

TFC

BFC

SHLD_SG

BISW

BOSW

OSWESWB

TBCSW

CHPF

CP_SGSSF

TFC

BFC

SHLD_SG

TBC

SSCCP_SG

LC

-2.000% -2.000% 1:21:

SECTION A-Acourse, 5" compacted depth

Cold recycled asphalt base

,3

.5 pavement roughness, 4" compacted depth aggregate, 0.3 to <3 million ESAL, type III

" nominal maximum size4 3" or 2

Asphalt concrete pavement, gyratory mix, R 12'

Stone curb, type 1

Asphalt sidewalk

7.

5'

R

Accessibility ramp, asphalt

Drop inlet

Culvert outlet

Stone curb, type 1

R 10.8'

R 10'

PARKING AREA

MOOSE EXHIBIT

BEGIN

PARKING AREA

MOOSE EXHIBIT

END

Existing stone curb

Stone curb, type 1

Existing trail

E.9

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 g j.

d g n

WY PRA YELL 10(19)

e b r 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

Do not disturb

Sensitive Area

Sta. 4001+40.00

Asphalt sidewalk

(approximate limit) stone curb

Remove and reset stockpile boulders Remove and asphalt sidewalk

Remove existing paving limit sidewalk

Asphalt

Asphalt sidewalk

Slope stake limits

Slope stake limits

Wetland boundary masonry headwalls

Construct stone

See P.11 for Signing and Striping.

Drainage quantities provided on G. Sheets.

Listing.

Construct as shown in the Staking Report Data

3.

2.

1.

Final position to be determined by C.O.

See Sheet G.17 for energy dissipator details.

See Sheet J.1 for accessibility ramp details.

See Sheet G.19 for catch basin detail.

See Sheet J.3 for stone curb details.

reset stone curb

Remove and

(4" bedding material)

Asphalt sidewalk

Asphalt sidewalk paving limit

D

R= 135.00'

T= 99.76'

L= 171.83'

D

R= 135.00'

T= 73.64'

L= 134.82'

D

R= 40.00'

T= 49.38'

L= 71.20'

L= 127.60'

T= 107.90'

R= 60.00'

D

GPS

BEGIN PROJECT

EL=7273.90

E= 2457608.1971

N= 1943964.4119

EL=7282.10

E= 2457343.7617

N= 1944541.7457

END PROJECT

Profile grade

Existing ground

To Norris Junction

Wetland boundary

Existing trail

Edge of pavement

Line to be constructed

Slope stake limits

To Golden Gate

Existing trail

N

CUYD

EXC.

CUYD

7265 7265

7270 7270

7275 7275

7280 7280

7285 7285

7290 7290

7295 7295

Grand Loop Road

GPS

8000+00.00

8012+10.00

8007+508005+008002+508000+00 8010+00 8012+50

Slope stake limits

AREA APPROACH ROAD

STOCK PARKING

GLEN CREEK

NOTE:

1,925

4,431

G le n

C r e e k

GC 15-01

BH

LC

SECTION A-A

CL_SG

33SHLD_SGFM_SSG

BDTHPC

SSCCP_SG 11

33SHLD_SGFM_SSGHPF

SSFCP_SG

-2.000% -2.000% 1:4 1:2

1:4

1:4 1:2

A

A course, 5" compacted depth

Cold recycled asphalt base pavement roughness, 4" compacted depth aggregate, 0.3 to <3 million ESAL, type III

" nominal maximum size4 3" or 2

Asphalt concrete pavement, gyratory mix, R 4'

FOOTNOTE:

R 57'

R 17'

R 10'

R 49'

R 90'

R 29'

R 30'

R 30' culvert, See G Sheets

Glen Creek box

Install log curb

Install log curb

B

B

SECTION B-B

1'

1:21:

3'

As directed by the C.O.

See Sheet J.8 for hitching post detail

See Sheet J.2 for log curb details.

Embankment

2 3

Hitching post

E.10

STATE PROJECT

e b r 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 g o .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 stone masonry headwall, and class B masonry

Place riprap, class 3

Glen Creek Box Culvert, See G Sheets

Sta. 8001+50.00

Existing ground

G le n

Berm

See P.12 and P.13 for Signing and Striping.

Drainage quantities provided on G Sheets.

Construct as shown in the Staking Report Data Listing.

3.

2.

1.

log curb

Install

Log curb cut

P O

T

.0

P C

.8

P T .6

P C .1

P T

.9

P C

.7

PC

C 8009+

83.31

PT 8010+

54.51

PO

T 8012+

10.00

,2

.9

,2

.6

+0.4478%

+0.6911%

30' VC

,2

.1

100' VC

,2

.9

+4.0

1%

+2.8

10' VC

,2

.0

-2.8513%

80' VC 7

,2

.1

CUYD

EXC.

CUYD

7245 7245

7270 7270

7295 7295

7320 7320

7345 7345

7370 7370

7395 7395

O

T

.0

P T

.7

PC

0+ .2

APPROACH ROAD

APOLLINARIS PICNIC AREA

3000+00

P C

.5

,3

.0

-2.0000% 3

,3

.7

20' VC

60' VC

,3

.7

,3

.0

+1.0768% -6.9969%

25'R

R

3001+00 3002+00

1:4 1:4

LC

course, 5" compacted depth

Cold recycled asphalt base

TYPICAL SECTION

2% 2% pavement roughness, 4" compacted depth aggregate, 0.3 to <3 million ESAL, type III

" nominal maximum size4 3" or 2

Asphalt concrete pavement, gyratory mix, Varies

APPROACH ROAD

PICNIC AREA

APOLLINARIS

BEGIN

APPROACH ROAD

PICNIC AREA

APOLLINARIS

END

3002+00

Slope stake limits

Varies

523+11.80, 15' LT

MAINLINE

3000+15.15=

E.11

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 g p .d g n

WY PRA YELL 10(19)

A

J a n u a r y

C h e c k e d b y

D e s ig n e d b y

CP

22064

NOTE:

See P.6 for Signing and Striping.

Staking Report Data Listing.

Construct as shown in the

2.

1.

P T

.4

Curve= AP

D

R= 50.00'

T= 28.30'

L= 51.50'

Curve= AP1

R= 250.00'

T= 8.49'

L= 16.98'

D

NPS Drwg. No. 101/130820

NPS PMIS Nos. 86308 & 2131522

NTS

and tack joint

Saw cut pavement structure details

See Sheet C.3 for

EXISTING PAVEMENT

CONNECTION TO

FOOTNOTE:

DETAIL

MEDIAN LAYOUT

COBBLESTONE

COBBLESTONE MEDIAN LAYOUT DETAIL

L (variable)

Snowpole holder, typ.

3"

4" - 6" Cobbles

Mortar, 5" thickness

Concrete

Median, Stone, Cobble

1' O.C. both directions

#4 Rebar at area pavement section

Adjacent mainline or parking

A

A

E.12

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 g q .d g n

WY PRA YELL 10(19)

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

3'

Subsidiary to 61503-5000 (Median, Stone, Cobble)

L2

SECTION A-A

COBBLESTONE MEDIAN