NorrisToGoldenGatePhase2-Plans-70_with_Canyon_Rim_sites.pdf

YELLOWSTONE NATIONAL PARK

NATIONAL PARK SERVICE

U. S. DEPARTMENT OF THE INTERIOR

Project Location

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

PROJECT MANAGER

C. KRATOVIL

PLANS FOR PROPOSED PROJECT

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED BY

Junction Madison

Junction Norris Junction

Canyon

Lake Hebgen

Lake Shoshone

Yellowstone

Lake

John D. Rockefeller, Jr.

Memorial Parkway

Mammoth

Junction Tower

KEY MAP

NATIONAL PARK

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 e (max)

V

SADT (2036)

SADT (2016)

0.060

45 MPH

veh/day4740

3885 veh/day

PROJECT AREA

NORRIS TO GOLDEN GATE, PHASE 2

GRAND LOOP ROAD

PARK COUNTY, WYOMING

10 5 0 10 20 30

SCALE IN MILES

LENGTH 7.3 MILES

and structures

Grading, base, paving, drainage, NPS PMIS No. 146047 NPS Drwg. No. 01-123635/109186

NPS PMIS NO. 146047

WY PRA YELL 10(19)

N

YELLOWSTONE

NATIONAL

PARK

Y E L L O

W S T

O N E

R

IV

E R

212MONTANA

WYOMING

W Y

O M I N

G

I D

A H

O

To Cody, WY

306+75.00 to 710+00.00

APPROVED:

DATE

DATE

Yellowstone National Park

Superintendent, Western Federal Lands Highway Division

Director, Project Delivery, 70% REVIEW

A.1

STATE PROJECT

NUMBER

SHEET

WY

PRA YELL 10(19)

A

M

M a 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 a a .d g n

C h e c k e d b y

D e s ig n e d b y

See Sheet A.4 for Vicinity Map on Federal Highway Projects, FP-14

Construction of Roads and Bridges

Standard Specifications for

R

E N

O R

A I

N

N

ST F

R

I

D

D E P A

T

NTOFT A SP

T T

O

U

TE

ATESO

AM

E R

IC

A

M

INDEX TO SHEETS

M. PERMANENT TRAFFIC CONTROL

N. TEMPORARY TRAFFIC CONTROL

M. MATERIAL SOURCE

L. OBLITERATION

K. SLOPE TREATMENTS

J. SIDEWALK CURBING DEETAILS

I. GUARDRAILS

H. WALLS

G. HYDRAULICS

F. EROSION CONTROL

E. PARKING AREAS AND APPROACH ROADS

D. PLAN-PROFILE

C. TYPICAL SECTION(S)

B. SUMMARIES

A. GENERAL INFORMATION

See Sheet A.2 for Index to Sheets

NATIONAL

PARK

SERVICE

PRELIM

IN

ARY

Not for

C on str uc tio n

Leeann.Bush Rectangle

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

INDEX TO SHEETS

INDEX TO SHEETS INDEX TO SHEETS

G. DRAINAGE AND CULVERTS

F. EROSION CONTROL

E. PARKING AREAS, APPROACH ROADS, AND TURNOUTS

D. PLAN & PROFILE

C. TYPICAL SECTION

B. SUMMARY OF QUANTITIES

A. GENERAL INFORMATION

A.2

STATE PROJECT

J u n e

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 a b .d

C h e c k e d b y

D e s ig n e d b y

INDEX TO SHEETS

L. ROADWAY OBLITERATION

K. ROADSIDE DEVELOPMENT

J. MISCELLANEOUS DETAILS

I. GUARDRAIL DETAILS

H. WALLS

G. DRAINAGE AND CULVERTS (CONTINUED)

P. PERMANENT TRAFFIC CONTROL

N. TEMPORARY TRAFFIC CONTROL

AND DISPOSAL AREAS

M. MATERIAL SOURCING, STAGING, STOCKPILE, PRODUCTION

GOVERNMENT-FURNISHED SIGN, TYPES 1, 2, 3, AND 4

SIGN POST AND INSTALLATION DETAILS

PERMANENT PAVEMENT MARKING DETAILS

SIGNING AND STRIPING PARKING AREAS AND APPROACH ROADS

SIGNING AND STRIPING PLAN

TABULATION OF PERMANENT TRAFFIC CONTROL QUANTITIES

TEMPORARY TRAFFIC CONTROL SIGN INSTALLATION DETAILS

TEMPORARY TRAFFIC CONTROL WORK ZONE CONTROL

TEMPORARY TRAFFIC CONTROL PLAN

INFORMATIONAL SIGNING

TABULATION OF TEMPORARY TRAFFIC CONTROL QUANTITIES

OBSIDIAN ROCK SOURCE (430+00 TO 450+00)

GARDNER RIVER WATER SOURCE

OBSIDIAN CREEK WATER SOURCE

GREBE LAKE PIT

CONTRACTOR CAMP AT CANYON JUNCTION

ICE LAKE PIT

SWAN LAKE PIT

FISHING BRIDGE

GIBBON MEADOW PIT

NORRIS ASPHALT PLANT

P.24

P.23

P.21-22

P.9-20

P.2-8

P.1-1b

N.9

N.5-8

N.3-4

N.2

N.1

M.10

M.9

M.8

M.7

M.6

M.5

M.4

M.3

M.2

M.1

G.9-13

G.8

G.7

G.6

G.5

G.4

G.1-3

F.9-11

F.2-8

F.1

E.21

E.20

E.19

E.18

E.17

E.16

E.15

E.14

E.13

E.12

E.11

E.10

E.9

E.8

E.7

E.6

E.5

E.4

E.3

E.2

E.1

D.2-29

D.1

C.6

C.5

C.4

C.3

C.2

C.1

B.1-2

A.4

A.3

A.2

A.1

EXAMPLE MASONRY HEADWALL FOR BOX CULVERT

BOX CULVERT RIPRAP DETAILS

GLEN CREEK BOX CULVERT PLAN & PROFILE

DETAILS

APOLLINARIS BOX CULVERT & STREAM WORK SECTIONS &

APOLLINARIS BOX CULVERT & STREAM WORK PLAN

OBSIDIAN CLIFF CULVERT HEADWALL REPAIR

TABULATION OF DRAINAGE QUANTITIES

SOIL EROSION CONTROL DETAILS

EROSION CONTROL PLANS

TABULATION OF EROSION CONTROL QUANTITIES

NORRIS GEYSER BASIN TRAILS

NORRIS GEYSR BASIN PARKING LOT

GLENN CREEK STOCK PARKING AREA LAYOUT

GLENN CREEK STOCK PARKING AREA APPROACH ROAD

SHEEPEATER CLIFF PARKING AREA

SHEEPEATER CLIFF APPROACH ROAD

SHEEPEATER CLIFF INTERSECTION

INDIAN CREEK CAMPGROUND APPROACH ROAD

WILLOW PARK PARKING AREA

WILLOW PARK SOUTH

UNNAMED PARKING AREA

MOOSE EXHIBIT PARKING AREA

APOLLINARIS PARKING AREA

MT. HOLMES TRAILHEAD

OBSIDIAN CLIFF TRAIL

OBSIDIAN CLIFF PARKING AREA

SOLFATARA PARKING AREA LAYOUT

GRIZZLY LAKE TRAILHEAD TURNOUT

STANDARD TURNOUT DETAILS

APPROACH ROAD AND TRAIL APPROACH DETAILS

ROAD QUANTITIES

TABULATION OF PARKING AREA AND APPROACH

PLAN AND PROFILE

TABULATION OF ROADWAY QUANTITIES

TYPE 5 SUBEXCAVATION

TYPE 4 SUBEXCAVATION

TYPE 3 SUBEXCAVATION

TYPE 1 AND 2 SUBEXCAVATION AND BACKFILL

MAINLINE AND TURNOUT TYPICAL SECTIONS

TABULATION OF TYPICAL SECTION QUANTITIES

SUMMARY OF QUANTITIES

VICINITY MAP

PLAN SYMBOLS AND ABBREVIATIONS

INDEX TO PLAN SHEETS

TITLE SHEET

L.5

L.4

L.3

L.2

L.1

K.4

K.1-3

J.7

J.6

J.5

J.4

J.3

J.2

J.1

I.5

I.3-4

I.2

I.1

H.11

H.10

H.8-

H.7

H.6

H.5

H.4

H.3

H.2

H.1

G.25

G.24

G.21-23

G.20

G.19

G.18

G.17

G.16

G.15

G.14

ROADWAY OBLITERATION DETAILS SEPERATE FROM NEW ROADWAY

ROADWAY OBLITERATION DETAILS ADJACENT TO NEW ROADWAY

ROADWAY OBLITERATION PLAN - OLD ROAD BED

ROADWAY OBLITERATION PLAN - 350+00 TO 354+75

ROADWAY OBLITERATION QUANTITIES AND NOTES

COMPOUND CUT DETAIL

SLOPE TREATMENT DETAILS

MOOSE EXHIBIT KIOSK

OBSIDIAN CLIFF KIOSK

DOUBLE TUBULAR STEEL GATE AND OBJECT MARKERS

SNOWPOLE HOLDER

SIDEWALK AND STONE CURB AND STONE EDGING DETAILS

SIDEWALK AND LOG CURB DETAILS

DISABLED ACCESS AND CURB TREATMENTS

ANCHORAGE ASSEMBLY DETAILS

STD. DRWG. 617-15, G4 W-BEAM GUARDRAIL MELT, LST & CRT

LOADER TERMINAL TYPE MELT

STD. DRWG. 617-12, G4 W BEAM GUARDRAIL MODIFIED ECCENTRIC

G4 W-BEAM GUARDRAIL ROUND WOOD POSTS / FLAT PLATE LAYOUT

STD. DRWG. 617-10, G4 W-BEAM GUARDRAIL WOOD POSTS

SPECIAL ROCK EMBANKMENT DETAIL

SOLDIER PILE WALL DETAILS

SOLDIER PILE RETAINING WALL

NOTES

TABULATION OF SOLDIER PILE WALL QUANTITIES AND GENERAL

DETAILS

MSE WALL WITH MASONRY FACING LIFT, FORM, AND ANCHOR

MSE AND RSS TRANSITION DETAIL

REINFORCED SOIL SLOPE

MSE WALL WITH MASONRY FACING WALL DETAILS

ROCKERY WALL DETAILS

TABULATION OF WALL QUANTITIES

STD. DRWG. 604-3, METAL FRAME AND GRATE TYPE B

INLET DETAILS

STANDARD DRAWINGS

VERIFIED CLAY PIPE CULVERT DETAILS

STANDARD UNDERDRAIN SYSTEM

DITCH DROP-OFFS

ENERGY DISSIPATORS AT CURB CUTS, PAVEMENT EDGES AND

DITCH LINING DETAIL

INLET TREATMENT IN CUT SLOPES

ENERGY DISSIPATOR AT CULVERT OUTLETS

STONE MASONRY HEADWALL FOR PIPE CULVERT

PRELIM

IN

ARY

Not for

C on str uc tio

N

Peak Bunsen

Lake

Obsidian

Lake

Beaver the woods

Lake of

Lakes

Twin

Junction Norris

Lake

Ice

Falls

Undine

MammothLake

Grizzly Straight

Creek

Lake

Swan

Falls

Osprey

G le nGard ner

Winte r

Obs idi an

So lfa ta ra

Gibbon

G a r d n e r s

H o l e

C re ek

Sheepeater Cliff

Cr ee k

Creek

R iv e r

Gardner

River

C re e k

Lake

Nymph

R iv er

Gibbon

1 0 1 2 30.5

To Gar dine r

To M ad iso n Jc t.

T o C a n y o n J u n c tio n

T o T o w e r J u n c tio n

ICE LAKE PIT

NORRIS ASPHALT PLANT

SCALE IN MILES

Obsidan Cliff

(1 3.

m ile s)

.5 m ile s

(5.3 mi les) m ile s

NOTE:

Special Contract Requirements.

Limit access and use of the designated areas according to the

Staging and Stockpile Site

Material Processing

Material Source

Staging and Stockpilings

Material Processing

Waste Site

Mountain

Roaring Spring

Clearwater

Centennial

Semi

Obsi dia n

C re e k

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

Water Source

1.

BEGIN PROJECT

END PROJECT

OBSIDIAN CREEK

SWAN LAKE PIT

SUSPEND PROJECT

RESUME PROJECT

GIBBON MEADOWS

Material Source

VICINITY MAP

OBSIDIAN CLIFF TRAIL

Waste Site

Stone Masonry Rock Source

Staging and Stockpile Site

A.4

STATE PROJECT

M a 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 a d .d

C h e c k e d b y

D e s ig n e d b y

PARKING LOT

NORRIS GEYSER BASIN

Parking Area Work

OBSIDIAN CREEK

Water Source

STOCK PARKING AREA

GLENN CREEK

Parking Area Work

306+75.00

WY PRA YELL 10(19)

710+00.00

WY PRA YELL 10(19)

PRELIM

IN

ARY

Not for

C on str uc

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

C le a r in g l im it s

CUT SLOPE

ROUNDING DETAIL

C le a r in g l im it s

D

NOTE:

FOOTNOTE:

10'

8'

10'

5'5'

Traveled way

11'

Traveled way

11'

3.

2.

1.

Vari able

D4

Original ground

Original ground D4

Detail, this sheet

Rounding

See Fill Slope

Final subgrade doht em yrd

,gnihcl uM lios pot d evres noc gni calP volume quantities of recycled material, see Sheet D.1.

remaining aggregates for use in the subbase layer. For additional designated areas, for use under Section 408. Salvage the

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.

dohte m yr d , gni hcl uM liospo t de vre sn oc gni cal P

TYPICAL SECTIONS

MAINLINE AND TURNOUT

MAINLINE TYPICAL SECTION

Rounding Detail, this sheet

See Cut Slope 2 Variable

Vari able

Varies Edge of pavement

Curb

12" x 15"

Existing ground

449+00 to 476+50

C.2

STATE PROJECT

M a 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

C h e c k e d b y

D e s ig n e d b y

.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, GLENN CREEK STOCK PARKING AREA AND APPROACH ROAD

SHEEPEATER CLIFF APPROACH ROAD

INDIAN CREEK CAMPGROUND APPROACH ROAD

WILLOW PARK

WILLOW PARK SOUTH

UNNAMED PARKING AREA

APOLLINARIS APPROACH ROAD

MT HOLMES PARKING AREA

OBSIDIAN CLIFF PARKING AREA

306+75 to 710+00 course, 5-inch depth (placed in two lifts)

Cold recycled asphalt base

Exhibit Parking Area.

3-inch Compacted depth at Solfatara Approach Road and Moose

Exhibit Parking Area.

4-inch Compacted depth at Solfatara Approach Road and Moose 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

NO SCALE

PRELIM

IN

ARY

Not for

C on str uc

NO SCALE

Bottom of subexcavationSubexcavation

Roadway excavation

Existing pavement structure

Existing subgrade subgrade

Shoulder

Bottom of subexcavation

0.65% min.

Shoulder subgrade

Bottom of subexcavationSubexcavation

Roadway excavation

Existing pavement structure

Existing subgrade subgrade

Shoulder

Bottom of subexcavation

0.65% min.

C o ll e c to r p ip e

PLAN VIEW

SUBEXCAVATION AREA

(Mirror image for LT. 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

0.65% min. slope

COLLECTOR AND OUTLET PLAN

12'

Existing ground

Existing ground

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

SUBEXCAVATION

TYPE 2

SUBEXCAVATION BACKFILL

TYPE 2

SUBEXCAVATION BACKFILL

TYPE 1 SUBEXCAVATION

TYPE 1

FOR TYPE 2 SUBEXCAVATION BACKFILL

COLLECTOR AND OUTLET PIPE DETAIL

AND BACKFILL

SUBEXCAVATION

TYPE 1 AND 2

collector pipe

6" perforated

6" outlet pipe m in m in m in m in

SUBEXCAVATION AND BACKFILL SECTION

TYPE 1

SUBEXCAVATION AND BACKFILL SECTION

TYPE 2

LC LC

LC LC

574+00 to 575+50

571+50 to 572+00

565+00 to 566+50

510+00 to 511+00

344+00 to 348+00

326+00 to 332+00

474+00 to 479+00

464+00 to 468+00

Shoulder subgrade

Shoulder subgrade

Shoulder subgrade geotextile, class 1, type C

Separation and stabilization geotextile, class 1, type C

Separation and stabilization

Shoulder subgrade

C.3

STATE PROJECT

M a 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

C h e c k e d b y

D e s ig n e d b y

Select borrow See Sheet C.2

Pavement section, upgrade

Shoulder

Select borrow m in m in

NOTE:

3.

2.

1.

outlet pipe.

work associated with the pipe end details is subsidiary to 6-inch minimize resource impacts. See Sheet G.14 for outlet details. All

(3) of the subexcavation. Skew outlet(s) as directed by the CO to

Mirror details to drain in opposite direction, to drain at the low points

Slope all outlet pipes a minimum of 0.657 slope.

spanning the width between shoulder subgrade points.

Provide continuous uniform slope across bottom of subexcavations see Sheet C.2 section, Pavement

PRELIM

IN

ARY

Not for

C on str uc

NOTE:

FOOTNOTE:

0.65% min.

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 LT. 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

0.65% min. slope

Subexcavation trench

COLLECTOR AND OUTLET PLAN

SUBEXCAVATION TRENCH DETAIL

Bottom of subexcavation

18"

Subgrade shoulder

0.65% min.

Select borrow

Granular backfill

Existing ground

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

SUBEXCAVATION

TYPE 3

SUBEXCAVATION BACKFILL

TYPE 3

SUBEXCAVATION AND BACKFILL SECTION

TYPE 3

FOR TYPE 3 SUBEXCAVATION BACKFILL

COLLECTOR AND OUTLET PIPE DETAIL

6" outlet pipe

6" perforated collector pipe

6" outlet pipe collector pipe

6" perforated m in m in

LC

LC

and details is subsidiary to subexcavation.

See Sheet G.14 for outlet details. All work associated with the pipe

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

see Sheet C.2

Pavement section, C.4

STATE PROJECT

M a 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

C h e c k e d b y

D e s ig n e d b y

SUBEXCAVATION

TYPE 3

Shoulder subgrade Shoulder subgrade

Shoulder subgrade

Roadway excavation

548+00 to 554+50

545+00 to 547+00

522+50 to 524+50

517+00 to 519+00

514+00 to 515+00

455+50 to 457+75

438+50 to 444+00

693+00 to 695+00

685+50.52 to 691+00

665+00 to 673+27.70

609+00 to 611+00

602+50 to 604+00

591+50 to 594+50

Roadway excavation geotextile, class 1, type C

Separation and stabilization geotextile, class 1, type C

Separation and stabilization

Select borrow m in

3.

2.

1.

Mirror details to drain in opposite direction.

(3) of the subexcavation.

Slope all Outlet Pipes a minimum of 0.651 to drain at the low point spanning the width between shoulder subgrade points.

Provide continuous uniform slope across bottom of subexcavations

PRELIM

IN

ARY

Not for

C on str uc

Varies

FOOTNOTE:

Subexcavation

Existing subgrade Subexcavation excavation

Roadway

SHALLOW EMBANKMENT

Va rie s

Va rie s

TYPICAL

Embankment

Embankment

Roadway aggregate, method 2 thermal section

Bottom of

Geomembrane

Shoulder subgrade topsoil, and mulch

Place conserved topsoil, and mulch

Place conserved

6" min.

Bottom of thermal section

Bottom of subexcavation and thermal section

Subexcavation

Shoulder subgrade

Bottom of thermal section 1 1

Existing ground

Existing ground

Polystyrene foam

2'

TYPICAL THERMAL SECTION

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

SUBEXCAVATION SECTION

TYPE 4

LC

m in m in

LC

and thermal section subexcavation

Bottom of pavement structure Existing spanning width between shoulder subgrade points or as shown.

Provide continuous uniform slope across bottom of thermal section

Perform work within geothermal areas as directed by the CO.

2.

1.

316+00 to 318+25 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 uniformly sloped underlying layer of foam spanning the

Sheets placed in 2 lifts with 12-inch lapped joints to be placed on a

Construct typical thermal section as applicable.

Provide continuous slope.

see Sheet C.2

Pavement section, C.5

STATE PROJECT

M a 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

C h e c k e d b y

D e s ig n e d b y

SUBEXCAVATION

TYPE 4

Shoulder subgrade

Shoulder subgrade

Shoulder subgrade

Sand m in

PRELIM

IN

ARY

Not for

C on str uc

FOOTNOTE:

SUBEXCAVATION TRENCH DETAIL

Bottom of subexcavation

18"

Subgrade shoulder

0.65% min.

6-inch outlet pipe

Select borrow

Granular backfill

6-inch perforated collector pipe

FOR TYPE 5 SUBEXCAVATION BACKFILL

COLLECTOR AND OUTLET PIPE DETAIL

:1

Underdrain, see detail this sheet

TYPE 5 SUBEXCAVATION BACKFILL

structure, see Sheet C.1

Mainline pavement

1:41:

Select borrow

Biaxial geogrid, (5 layers) ty p

:2

Biaxial geogrid, (5 layers)

LC

3.

2.

1.

C o ll e c to r p ip e

PLAN VIEW

SUBEXCAVATION AREA

(Mirror image for LT. 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

0.65% min. slope

Subexcavation trench

COLLECTOR AND OUTLET PLAN

Geogrid length = embankment width +1'

6-inch outlet pipe

C.6

STATE PROJECT

M a 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

C h e c k e d b y

D e s ig n e d b y

SUBEXCAVATION

TYPE 5

geotextile, class 1, type C

Separation and stabilization

487+00 to 491+50

Subsidiary to 6-inch collector pipe.

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-foot horizontally back below the next is subsidiary to 6-inch outlet pipe.

G.14 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 spanning the width between shoulder subgrade points.

Provide continuous uniform slope across bottom of subexcavations

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

PRELIM

IN

ARY

Not for

C on str uc

,5

.6

,5

.7

-0.7500%

-6.4150%

400' VC

K = 71

SSD = 390'

-6.4150%

P B

74807

750075

75107510

5 3

P O

T

.0

CP

22649

BEGIN PROJECT

Slope stake limits

Eleocharis

Thermal boundary

NPS PMIS No. 146047 NPS Drwg. No. 01-123635/109186 and tack joint

Saw cut pavement structure details

See Sheet C.1 for

EXISTING PAVEMENT

CONNECTION TO

El=

E=

N=

306+75

GOLDEN GATE, PH. II

NORRIS TO

N

Line to be constructed

Profile grade Existing ground

Catch point right

Catch point left

Wetland boundary

CUYD

EXC.

CUYD

EMB.

312+50 310+00307+50 305+00302+50300+00297+50

7485 7485

7490 7490

7495 7495

7500 7500

7505 7505

7510 7510

7515 7515

7520 7520

7525 7525

D.2

STATE PROJECT

M a 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 fb .d

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not for

C on str uc

T B

T B

T B

T B

T B

T

T S

.5

S C

.5

C S

.7

S T

.7

T S

.3

S C

.3

Permanent wetland impacts

,4

.9

380' VC

K = 124

,4

.0

-3.3509%

-1.4285%

570' VC

K = 297

,4

.0

+0.0681%

390' VC

K = 261

,4

.3

+0.0681%

490' VC

K = 121

SSD = 512'

Slope stake limitsCP

22650

CP

22651

Eleocharis boundary

Thermal

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

Wetland mitigation

Spiral= NG703002B

Ls= 150.00' f Spiral= NG703002A

Ls= 150.00' f

Curve= NG703002

D

D

R= 575.00'

Ts= 336.80'

L= 340.19'

Spiral= NG704013A f

Ls= 135.00'

D

D

Curve= NG704013

R= 500.00'

Ts= 333.98'

L= 353.47'

N

Profile grade

Existing ground

Line to be constructed

Type 1

Subexcavation

Subexcavation

Type 4

Catch point right

Catch point left

Wetland boundary

CUYD

EXC.

CUYD

EMB.

327+50 325+00322+50 320+00317+50315+00312+50

7445 7445

7450 7450

7455 7455

7460 7460

7465 7465

7470 7470

7475 7475

7480 7480

7485 7485

D.3

STATE PROJECT

P

M a 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 fc .d

C h e c k e d b y

D e s ig n e d b y

WETLAND IMPACTS

Wetland mitigation

Permanent wetland impacts

PRELIM

IN

ARY

Not for

C on str uc

P B

I

Y E

L L

G B

G B

743074

74507450

S C 325+

92.38

C S

.8

S T

.8

P C

.0

P T

.4

P C

.6

C S

.1

S C

.1

-3.9660%

,4

.0

-3.9660%

+2.9

630' VC

K = 91

,4

.8

+2.9

-4.6990%

610' VC

K = 80

SSD = 416'

CP

22651

CP

22053

CP

22054

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

Thermal boundary

Wetland boundary

Wetland mitigation

Permanent wetland impcats

Line to be constructed

Spiral= NG704013B f

Ls= 135.00'

D

D

Curve= NG704013

R= 500.00'

Ts= 333.98'

L= 353.47'

D

Curve= NG701003

R= 4,500.00'

T= 101.71'

L= 203.39'

D

R= 1,350.00'

T= 179.30'

L= 356.52'

Curve= NG701001 f

Spiral= NG701002B

Ls= 132.00'

Wetland Mitigation

0Slope stake limits

Grizzly Lake Trail trailhead turnout, Grizzly Lake

N

Subexcavation

Type 1 in c h p ip e c u lv e r t

R e m o v a l o f c u v le r t, Catch point right

Existing ground

Profile grade

Slope stake limits

Catch point left

CUYD

EXC.

CUYD

EMB.

342+50 340+00337+50 335+00332+50330+00327+50

7425 7425

7430 7430

7435 7435

7440 7440

7445 7445

7450 7450

7455 7455

7460 7460

7465 7465

D.4

STATE PROJECT

u n e

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

C h e c k e d b y

D e s ig n e d b y

WETLAND IMPACTS

Wetland mitigation

Permanent wetland impacts

PRELIM

IN

ARY

Not for

C on str uc

107410

7420 74

507450

707570

Y E

LL 0

-3

Y E

LL 0

-3

G B -1

G B -1

G B -1

G B -0

S C

.1

P T

.7

P C

.8

,4

.1

-4.6990%

+1.3986

430' VC

K = 71

,4

.8

+1.3986

-4.9750%

510' VC

K = 80

SSD = 416'

,4

.9

-4.9750%

350' VC

K = 86

CP

22055

CP

22655

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

Permanent wetland impacts

Permanent

Curve= NG701002

D

R= 1,000.00'

T= 680.14'

L= 1,194.55'

N

Line to be constructed

Slope stake limits

Slope stake limits

Thermal boundary

Profile grade

Existing ground

Wetland Mitigation

Catch point right

Catch point left

Wetland boundary

CUYD

EXC.

CUYD

EMB.

357+50 355+00352+50 350+00347+50345+00342+50

7405 7405

7410 7410

7415 7415

7420 7420

7425 7425

7430 7430

7435 7435

7440 7440

7445 7445

D.5

STATE PROJECT

M a 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 fe .d

C h e c k e d b y

D e s ig n e d b y

WETLAND IMPACTS

Wetland mitigation

Permanent wetland impacts

PRELIM

IN

ARY

Not for

C on str uc

PB 13

TB 41

TB

P C

.8

P T

.7

JH

54628

-0.9088%

-0.9088%

CP

22056

CP

22656

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

D

Curve= NG502002

R= 3,000.00'

T= 746.84'

L= 1,463.92'

N

Line to be constructed

Profile grade

Existing ground

Slope stake limits

Slope stake limits

Wetland boundary

Catch point right

Catch point left

CUYD

EXC.

CUYD

EMB.

372+50 370+00367+50 365+00362+50360+00357+50

7385 7385

7390 7390

7395 7395

7400 7400

7405 7405

7410 7410

7415 7415

7420 7420

7425 7425

D.6

STATE PROJECT

M a 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 ff .d

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not for

C on str uc

5 3

P T

.7

P C

.3

P T

.2

,4

.5

+1.1100%

1,000' VC

K = 495

,4

.9

+1.1100% -1.4607%

329' VC

K = 128

SSD = 584'

,4

.7

-1.4607%

+2.9

400' VC

K = 91

CP

22057

CP

22658

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

D

Curve= NG503035

R= 3,000.00'

T= 336.34'

L= 669.89'

N

Profile grade

Existing ground

Slope stake limits

Catch point left

Catch point right

Wetland boundary

Line to be constructed

Solfatara Parking Area, wetland impacts

Permanent

Overhead power line

CUYD

EXC.

CUYD

EMB.

387+50 385+00382+50 380+00377+50375+00372+50

7385 7385

7390 7390

7395 7395

7400 7400

7405 7405

7410 7410

7415 7415

7420 7420

7425 7425

D.7

STATE PROJECT

M a 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 fg .d

C h e c k e d b y

D e s ig n e d b y

WETLAND IMPACTS

Wetland mitigation

Permanent wetland impacts

PRELIM

IN

ARY

Not for

C on str uc

7410 7410

74307430

7450 7450

0 3

P C

.1

P T

.1

P C

.8

P T

.9

J H1

JH

J H6

JH

J H6

JH

J H6

JH

J H6

JH

,4

.9

+2.9

% -3.3713%

760' VC

K = 120

SSD = 509'

,3

.3

-3.3713%

+1.3528

580' VC

K = 123

,4

.3

+1.3528

400' VC

K = 137

SSD = 569'

CP

22659 CP

22660

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

D

Curve= NG503032

R= 2,000.00'

T= 65.54'

L= 131.03'

D

Curve= NG503034

R= 2,300.00'

T= 192.99'

L= 385.08'

N

Existing ground

Profile grade

Line to be constructedSlope stake limits

Slope stake limits

Limit of wetland mapping

Wetland boundary Thermal boundary

Catch point right

Catch point left wetland impacts

Permanent approach road

Beaver Lake Picnic Area

Paved apron 30' depth

CUYD

EXC.

CUYD

EMB.

402+50 400+00397+50 395+00392+50390+00387+50

7385 7385

7390 7390

7395 7395

7400 7400

7405 7405

7410 7410

7415 7415

7420 7420

7425 7425

D.8

STATE PROJECT

M a 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 fh .d

C h e c k e d b y

D e s ig n e d b y

WETLAND IMPACTS

Wetland mitigation

Permanent wetland impacts

PRELIM

IN

ARY

Not for

C on str uc

G B

G B

G B

T S

.5

S C

.5

C S

.0

S T

.0

P C

.3

-1.5698%

,3

.3

-1.5698%

+0.8018%

1,200' VC

K = 506

CP

22661

Limit of wetland mapping

Wetland boundary

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

Catch point right f

Spiral= NG708001B

Ls= 150.00' f

Spiral= NG708001A

Ls= 150.00'

D

D

Curve= NG708001

R= 850.00'

Ts= 267.15'

L= 227.52'

D

Curve= NG708002

R= 1,600.00'

T= 421.53'

L= 824.32'

N

Profile grade

Existing ground

Slope stake limits

Slope stake limits

Line to be constructed

Catch point left

Organic boundary

Wetland mitigation

CUYD

EXC.

CUYD

EMB.

417+50 415+00412+50 410+00407+50405+00402+50

7370 7370

7375 7375

7380 7380

7385 7385

7390 7390

7395 7395

7400 7400

7405 7405

7410 7410

D.9

STATE PROJECT

M a 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 fi .d

C h e c k e d b y

D e s ig n e d b y

WETLAND IMPACTS

Wetland mitigation

Permanent wetland impacts

PRELIM

IN

ARY

Not for

C on str uc

2 O

K

G B

G B

07450

74607460

P T

.6

P C

.6

P C

C

.8

,3

.5

+0.8018% -1.2370%

400' VC

K = 196

SSD = 729'

,3

.7

-1.2370%

630' VC

K = 313

HI

STORI

CAL L

ANDMARK

BOUNDARY

OBSI

DI

AN

CLI

FF

N

ATI

ONAL

HI

STORI

CAL L

ANDMARK

BOUNDARY

OBSI

DI

AN

CLI

FF

N

ATI

ONAL

CP

22058

CP

22059

CP

22060

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

Wetland mitigation

D

R= 1,600.00'

Curve= NG708002

T= 421.53'

L= 824.32'

D

Curve= NG503026

R= 1,450.00'

T= 425.22'

L= 827.25'

N

Limit of wetland mapping

Existing ground

Profile grade

Organic boundary

Catch point right

Line to be constructed

Slope stake limits

Remove existing drystack wall

Historical Landmark Boundary

Obsidian Cliff National

Catch point left

CUYD

EXC.

CUYD

EMB.

432+50 430+00427+50 425+00422+50420+00417+50

7370 7370

7375 7375

7380 7380

7385 7385

7390 7390

7395 7395

7400 7400

7405 7405

7410 7410

D.10

STATE PROJECT

M a 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 fj .d

C h e c k e d b y

D e s ig n e d b y

WETLAND IMPACTS

Wetland mitigation

Permanent wetland impacts

PRELIM

IN

ARY

Not for

C on str uc

O K

O

K

O

K

O K

O K

O K

A

O K

B

Y E

L L

Y E

L L

Y E

L L

Y E

L L

Y E

L L , 1

A

Y E

L L ,5

A

P B

7410 7410

0 4

P C

C

.8

P T

.8

P C

.3

P T

.0

P C

.4

P T

.3

P C

.9

+0.7774%

,3

.5

+0.7774%

+1.521 9%

80' VC

K = 107

,3

.6

+1.521 9%

-4.3010%

300' VC

K = 52

SSD = 335'

,3

.0

-4.3010%

135' VC

K = 51

-1.6697%

A27

HISTORICAL LANDMARK BOUNDARY

OBSIDIAN CLIFF NATIONAL

HISTORICAL LANDMARK BOUNDARY

OBSIDIAN CLIFF NATIONAL

Standard

0underdrain system

Standard

Subexcavation

Type 3 system underdrain

CP

22664

GPS

CP1015

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

Curve= NG503104

D

R= 1,690.00'

T= 267.71'

L= 531.02'

D

Curve= NG503102

R= 485.00'

T= 83.16'

L= 164.71'

L= 201.91'

T= 101.77'

R= 650.00'

D

Curve= NG503101

D

Curve= NOC701005

R= 535.00'

T= 213.46'

L= 406.21'

OK2014-09

OK2014-08

wetland impacts

Permanent

Obsidian Cliff Trail

N

Profile grade

Slope stake limits

Slope stake limits

Line to be constructed

Historical Landmark Boundary

Obsidian Cliff National

Talus slope

Limit of wetland mapping

Wetland boundary

Existing ground drystack wall existing

Remove

Catch point left

Catch point right

Organic boundary

CUYD

EXC.

CUYD

EMB.

447+50 445+00442+50 440+00437+50435+00432+50

7365 7365

7370 7370

7375 7375

7380 7380

7385 7385

7390 7390

7395 7395

7400 7400

7405 7405

D.11

STATE PROJECT

M a 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 fk .d

C h e c k e d b y

D e s ig n e d b y

Box Culvert

Obsidian Cliff

Rockery wall

Obsidian Creek

Rockery Wall

WETLAND IMPACTS

Wetland mitigation

Permanent wetland impacts

PRELIM

IN

ARY

Not for

C on str uc

P B

9 O

K

Y E

L L

0 7

73707370

7380 7380

7400 7400

7410 7410

74107420

7450 7450

7510 7510

75107520 7520

,3

.6

185' VC

K = 51

,3

.9

+1.98 13%

-1.3876%

170' VC

K = 50

SSD = 405'

,3

.8

-1.3876%

170' VC

K = 50

,3

.9

+2.03 00%

230' VC

K = 50

SSD = 350'

,3

.8

-2.5527%

230' VC

K = 54

+1.673 6%

B27

HISTORICAL LANDMARK BOUNDARY

OBSIDIAN CLIFFS NATIONAL

HISTORICAL LANDMARK BOUNDARY

OBSIDIAN CLIFFS NATIONAL

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

CP

22061

CP

22062

Slope Stake Limits

Rockery Wall

Placed Ripra Class 5

Special Rock Embankment

Placed Riprap Class 1

Special Rock Embankment

MSE Wall

N

Historical Landmark Boundary

Obsidian Cliff National

Wetland boundary

Slope stake limits

Line to be constructed

Existing ground

Profile grade

Subexcavation

Type 3

Turnout, RT

CUYD

EXC.

CUYD

EMB.

462+50 460+00457+50 455+00452+50450+00447+50

7350 7350

7355 7355

7360 7360

7365 7365

7370 7370

7375 7375

7380 7380

7385 7385

7390 7390

D.12

STATE PROJECT

M a 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 fl .d

C h e c k e d b y

D e s ig n e d b y

Rockery Wall

Placed Riprap Class 5

Special Rock Embankment, Placed Riprap Class 1

Special Rock Embankment, MSE Wall

Guardrail, RT

Obsidian Creek

Obsidian Cliff Parking Area.

Catch point left

Catch point right

P T

.1

P C

.0

P T

.7

P C

.1

Curve= NOC701005

D

R= 535.00'

T= 213.46'

L= 406.21'

Curve= NOC701006

D

R= 1,650.00'

T= 231.39'

L= 459.78'

Curve= NOCW7004

D

R= 6,250.00'

T= 400.55'

L= 800.00'

PRELIM

IN

ARY

Not for

C on str uc

73507

7390 7390

7400 7400

7420 7420

207430

7430 7430 743

7440 7440 7440

07470

07480

,3

.1

-1.5608%

170' VC

K = 53

SSD = 419'

,3

.0

-1.5608%

-0.9963%

300' VC

K = 531

,3

.3

240' VC

K = 93

,3

.6

+1.576 8%

-0.7982%

290' VC

K = 122

SSD = 599'

HISTORICAL LANDMARK BOUNDARY

OBSIDIAN CLIFFS NATIONAL

CP

22665

CP

22666

Historical Landmark Boundary

Obsidian Cliff National

Slope stake limits

Slope stake limits

Wetland Boundary

Line to be constructed

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

Profile grade

Existing ground

Rockery Wall Rockery Wall Rockery Wall

Rockery Wall

Guardrail, RT

Rockery

Rockery

Rockery

Rockery

Catch point left

MSE Wall Reinforced Soil Slope

Catch Point Right MSE Wall

Reinforced Soil Slope

Obsidian Creek

MSE Wall

MSE Wall

Reinforced Soil Slope

Reinforced Soil Slope

Curve= NOC6103

R= 4,450.00'

T= 1,287.96'

L= 2,507.41'

D

N

Subexcavation

Type 2

Subexcavation

Type 2

Talus slope

CUYD

EXC.

CUYD

EMB.

477+50 475+00472+50 470+00467+50465+00462+50

7345 7345

7350 7350

7355 7355

7360 7360

7365 7365

7370 7370

7375 7375

7380 7380

7385 7385

D.13

STATE PROJECT

M a 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 fm .d

C h e c k e d b y

D e s ig n e d b y

5 4

P C

C

.1

PRELIM

IN

ARY

Not for

C on str uc

P T

.6

J H

J H

J H

J H

J H

J H

J H

J H

J H

-0.7982%

,3

.5

+1.548 4%

220' VC

K = 94

,3

.0

+1.548 4%

-2.6339%

506' VC

K = 121

SSD = 511'

,3

.9

-2.6339%

-0.8525%

300' VC

K = 168

Line to be constructed Slope stake limits

Slope stake limits

Profile grade

Existing ground

Wetland boundary

Limit of wetland mapping

Lillypad Pond

Subex

Type 6

CP

22667

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

MSE Wall

Catch point left

Catch point right

N

Subexcavation

Type 2

Talus slope

CUYD

EXC.

CUYD

EMB.

492+50 490+00487+50 485+00482+50480+00477+50

7335 7335

7340 7340

7345 7345

7350 7350

7355 7355

7360 7360

7365 7365

7370 7370

7375 7375

D.14

STATE PROJECT

M a 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 fn .d

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not for

C on str uc

0 5

P C

.5

P T

.8

P C

.2

,3

.4

-0.8525%

+1.94 18%

255' VC

K = 91

,3

.1

+1.94 18%

-3.0248%

800' VC

K = 161

SSD = 590'

Line to be constructed

Slope stake limits

Wetland boundary

GPS

22668

CP

22063

Profile grade

Existing ground

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

Catch point right

Catch point left

L= 520.26'

T= 264.28'

R= 1,200.00'

Curve= NOCW7002

D

Mount Holmes Trailhead.

N

CUYD

EXC.

CUYD

EMB.

507+50 505+00502+50 500+00497+50495+00492+50

7325 7325

7330 7330

7335 7335

7340 7340

7345 7345

7350 7350

7355 7355

7360 7360

7365 7365

D.15

STATE PROJECT

M a 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 fo .d

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not for

C on str uc

P B

Y E

L L

A S

D H

7340 7340

P T

.7

P C

.7

P T

.8

D H

B H

,3

.6

-3.0248%

436' VC

K = 71

,3

.6

+3.1

+1.85

60%

100' VC

K = 80

SSD = 914'

,3

.3

-2.6636%

365' VC

K = 81

SSD = 421'

,3

.4

-2.1003%

70' VC

K = 124

CP

22669

CP

22670

Line to be constructed

Slope stake limits

Profile grade

Existing ground

Subexcavation

Type 1

Subexcavation

Type 3 realignment

Channel water line Existing underground

Subexcavation

Type 3

See Sheet G.10

Underdrain, RT

N

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

Curve= NG706001

D

R= 2,400.00'

T= 456.65'

L= 902.51'

L= 308.08'

T= 154.09'

D

R= 5,000.00'

Curve= NG706002

Obsidian Creek

Rockery

Rockery Catch point right

Catch point left

Wetland boundary wetland impacts

Permanent

Wetland mitigation

Apollinaris Spring

WETLAND IMPACTS

Wetland mitigation

Permanent wetland impacts

Apollinaris Parking Area.

Apollinaris Box Culvert

CUYD

EXC.

CUYD

EMB.

522+50 520+00517+50 515+00512+50510+00507+50

7315 7315

7320 7320

7325 7325

7330 7330

7335 7335

7340 7340

7345 7345

7350 7350

7355 7355

D.16

STATE PROJECT

M a 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 fp .d

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not for

C on str uc

0 5

P C

.2

P T

.6

,3

.0

-2.1003%

-0.5000%

333' VC

K = 208

,3

.4

-0.5000% +0.5413%

418' VC

K = 401

N

CP

22064

CP

22671

Line to be constructed

Slope stake limits

Profile grade

Existing ground

Subexcavation

Type 3

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

Catch point right

Catch point left

Wetland boundary

Curve= NG701007

D

R= 3,000.00'

T= 366.04'

L= 728.48'

CUYD

EXC.

CUYD

EMB.

537+50 535+00532+50 530+00527+50525+00522+50

7305 7305

7310 7310

7315 7315

7320 7320

7325 7325

7330 7330

7335 7335

7340 7340

7345 7345

D.17

STATE PROJECT

F 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 fq .d

C h e c k e d b y

D e s ig n e d b y

Apollinaris Picnic Area Approach Road.

PRELIM

IN

ARY

Not for

C on str uc

HP

B

W

A S

.3

.7

D H

B H

0 7320

73207320

P C

.3

D H

B H

,3

.0

+0.5413%

-1.7414%

520' VC

K = 228

SSD = 733'

,3

.4

-1.7414%

+0.1500%

580' VC

K = 307

N

Line to be constructed

Slope stake limits

Type 4 Subexcavation

Profile grade Existing ground

Wetland boundary

0Subexcavation

Type 3

Subexcavation

Type 3 underdrain

Standard system

CP

22065

GPS

22672

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

Catch point left

Catch point right

NGG069 Stream

NGG057 Stream wetland impacts

Permanent

CUYD

EXC.

CUYD

EMB.

552+50 550+00547+50 545+00542+50540+00537+50

7300 7300

7305 7305

7310 7310

7315 7315

7320 7320

7325 7325

7330 7330

7335 7335

7340 7340

D.18

STATE PROJECT

F 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 fr .d

C h e c k e d b y

D e s ig n e d b y

WETLAND IMPACTS

Wetland mitigation

Permanent wetland impacts

Wetland Mitigation

Organic Boundary

Parking Area.

Moose Exhibit

PRELIM

IN

ARY

Not for

C on str uc

0 5

P T

.6

P C

.1

,3

.9

+0.1500%

400' VC

K = 348

SSD = 1138'

,3

.0

-1.0000%

250' VC

K = 192

,3

.7

+0.3000% -1.0776%

250' VC

K = 181

SSD = 908'

N

CP

22066

CP

22067

Line to be constructed

Slope stake limits

Profile grade

Existing ground

Wetland boundary Limit of wetland mapping

Subex.

Type 1

Subexcavation

Type 3

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

Catch point left wetland impacts

Permanent

Curve= NG707101

D

R= 4,700.00'

T= 516.74'

L= 1,029.35'

NGG073 Stream

Catch point right

CUYD

EXC.

CUYD

EMB.

567+50 565+00562+50 560+00557+50555+00552+50

7295 7295

7300 7300

7305 7305

7310 7310

7315 7315

7320 7320

7325 7325

7330 7330

7335 7335

D.19

STATE PROJECT

F 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 fs .d

C h e c k e d b y

D e s ig n e d b y

Unnamed Parking Area.

WETLAND IMPACTS

Wetland mitigation

Permanent wetland impacts

PRELIM

IN

ARY

Not for

C on str uc

1D

H

B H

7300 7300

73107310

7320 7320

0 5

P C

.1

P T

.6

D H

B H

,3

.5

-1.0776%

+0.2984%

700' VC

K = 509

+0.2984%

N

Profile grade Existing ground

Line to be constructed

Slope stake limits

Subex.

Type 1

Subex.

Type 1

Wetland boundary

Limit of wetland mapping

CP

22673

CP

22068

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

Catch point left

Catch point right

D

Curve= NG707002

R= 3,000.00'

T= 477.69'

L= 947.42' wetland impacts

Permanent

CUYD

EXC.

CUYD

EMB.

582+50 580+00577+50 575+00572+50570+00567+50

7290 7290

7295 7295

7300 7300

7305 7305

7310 7310

7315 7315

7320 7320

7325 7325

7330 7330

D.20

STATE PROJECT

F 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 ft .d

C h e c k e d b y

D e s ig n e d b y

WETLAND IMPACTS

Wetland mitigation

Permanent wetland impacts NGG064 Stream

Parking Area

South Willow Park

PRELIM

IN

ARY

Not for

C on str uc

7300 7300

P C

.5

,3

.2

-2.0070%

500' VC

K = 217

SSD = 718'

,3

.0

-2.0070%

+0.4233%

310' VC

K = 128

,3

.5

+0.4233%

+1.96 90%

200' VC

K = 129 +1.96 90%

N

Line to be constructed

Slope stake limits

Slope stake limits

Profile grade

Existing ground

CP

22069

Subexcavation

Type 3

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

Limit of wetland mapping

Wetland boundary

Catch point left

Catch point right

L= 365.38' T= 182.97' R= 2,700.00'

Curve= NG705001

D

NGG234 Stream

Willow Park Parking Area.

WETLAND IMPACTS

Wetland mitigation

Permanent wetland impacts

CUYD

EXC.

CUYD

EMB.

597+50 595+00592+50 590+00587+50585+00582+50

7285 7285

7290 7290

7295 7295

7300 7300

7305 7305

7310 7310

7315 7315

7320 7320

7325 7325

D.21

STATE PROJECT

M a 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 fu .d

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not for

C on str uc

D H

B H

73107310

73207320

73207320

7340 73507350

7350 7360

73807380

P T

.8

P C

.5

P T

.4

P C

.1

,3

.7

+0.9998%

225' VC

K = 232

SSD = 1226'

,3

.6

+0.9998%

-0.0225%

300' VC

K = 293

SSD = 1205'

,3

.6

150' VC

K = 90

,3

.8

+1.639 0%

-0.2941%

250' VC

K = 129

SSD = 683'

N

Wetland boundary

Limit of wetland mapping

Slope stake limits

Slope stake limits

Subex.

Type 3

CP

22070

CP

22675

Existing ground

Profile grade

Subexcavation

Type 3

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

Permanent wetland impacts

Line to be constructed

D

Curve= NG705001

R= 2,700.00'

T= 182.97'

L= 365.38'

NGG062 Stream

Catch Point left

Catch Point Right

D

R= 2,000.00'

T= 140.19'

L= 279.91'

Curve= NG708106

D

T= 271.44'

L= 542.67'

R= 8,000.00'

Curve= NG708104

WETLAND IMPACTS

Wetland mitigation

Permanent wetland impacts

CUYD

EXC.

CUYD

EMB.

612+50 610+00607+50 605+00602+50600+00597+50

7290 7290

7295 7295

7300 7300

7305 7305

7310 7310

7315 7315

7320 7320

7325 7325

7330 7330

D.22

STATE PROJECT

u n e

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 fv .d

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not for

C on str uc

73307330

0 6

P T

.7

P C

.5

P T

.6

D H

B H

,3

.0

-0.2941%

-2.6226%

300' VC

K = 129

SSD = 613'

,3

.2

-0.9793%

210' VC

K = 128

N

Profile grade

Slope stake limits

Slope stake limits

CP

22071

CP

22676

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

Wetland boundary

Catch Point Left

Existing ground

Catch Point Right

Line to be constructed

Curve= NG708104

D

R= 8,000.00'

T= 271.44'

L= 542.67'

Curve= NG708105

D

R= 1,980.00'

T= 426.43'

L= 840.03'

CUYD

EXC.

CUYD

EMB.

627+50 625+00622+50 620+00617+50615+00612+50

7300 7300

7305 7305

7310 7310

7315 7315

7320 7320

7325 7325

7330 7330

7335 7335

7340 7340

D.23

STATE PROJECT

u n e

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 fw .d

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not for

C on str uc

5 6

P C

.5

P T

.0

P T

.6

-0.9793%

,3

.8

-0.9793%

+0.1041%

480' VC

K = 443

N

CP

22072

CP

22677

Wetland boundary

Line to be constructed

Slope stake limits

Profile grade

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

Existing ground

D

Curve= NG704006

R= 1,000.00'

T= 168.28'

L= 333.44'

Catch point left

Catch Point Right

CUYD

EXC.

CUYD

EMB.

642+50 640+00637+50 635+00632+50630+00627+50

7290 7290

7295 7295

7300 7300

7305 7305

7310 7310

7315 7315

7320 7320

7325 7325

7330 7330

D.24

STATE PROJECT

M a 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 fx .d

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not for

C on str uc

H9 0 S C

P C

.3

P T

.3

P C

.6

P T

.8

,3

.8

+0.1041%

-1.2886%

720' VC

K = 517

SSD = 1135'

,2

.6

-1.2886%

+0.1746%

400' VC

K = 273

N

CP

22678

Wetland boundary

Line to be constructed

Slope stake limits

Profile grade

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

Existing ground

D

Curve= NG704007

R= 700.00'

T= 245.37'

L= 472.01'

D

Curve= NG704008

R= 4,000.00'

T= 87.60'

L= 175.17'

Catch Point left

Catch Point Right

CUYD

EXC.

CUYD

EMB.

657+50 655+00652+50 650+00647+50645+00642+50

7280 7280

7285 7285

7290 7290

7295 7295

7300 7300

7305 7305

7310 7310

7315 7315

7320 7320

D.25

STATE PROJECT

M a 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 fy .d

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not for

C on str uc

0 6

P C

.2

P T

.9

,2

.8

+0.1746% -0.3982%

500' VC

K = 873

SSD = 2134'

N

GPS

22679

CP

22073

Profile grade

Existing ground

Line to be constructed

Slope stake limits

Wetland boundary

Subexcavation

Type 3

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

Permanent

D

Curve= NG704009

R= 2,500.00'

T= 332.32'

L= 660.77'

NGG031 Stream

NGG029 Stream

NGG037s Stream

Catch Point Left

Catch Point Right

Approach Road.

Campground

Indian Creek

WETLAND IMPACTS

Wetland mitigation

Permanent wetland impacts

CUYD

EXC.

CUYD

EMB.

672+50 670+00667+50 665+00662+50660+00657+50

7270 7270

7275 7275

7280 7280

7285 7285

7290 7290

7295 7295

7300 7300

7305 7305

7310 7310

D.26

STATE PROJECT

M a 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 fz .d

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not for

C on str uc

Y E

L L

Y E

L L

D H

P T

.9

P T

.6

-0.3982%

,2

.1

-0.7645%

400' VC

K = 90

YE1

H

IS

TORI

C

BOUNDARY

48YE128 H

ISTO

RIC BO

UN

D

ARY

N

Historic boundary

48YE128

Wetland boundary

Subexcavation

Type 3

SUSPEND WORK

673+10.41

El.=

E=

N=

Profile grade

RESUME WORK

685+40.00

El.=

E=

N=

Subexcavation

Type 3

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

CP

22074

Organic boundary

Line to be constructed wetland impacts

Permanent

Slope stake limits

Slope stake limits

Curve= NG704010

D

R= 1,300.00'

T= 535.97'

L= 1,016.73'

Catch Point Left

Catch Point Right

Obsidian Creek

Gardner River

NGG030 Stream

Impacts

Wetland

Permanent

Existing ground

CUYD

EXC.

CUYD

EMB.

687+50 685+00682+50 680+00677+50675+00672+50

7260 7260

7265 7265

7270 7270

7275 7275

7280 7280

7285 7285

7290 7290

7295 7295

7300 7300

D.27

STATE PROJECT

u n e

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 fz a .d

C h e c k e d b y

D e s ig n e d b y

WETLAND IMPACTS

Wetland mitigation

Permanent wetland impacts

PRELIM

IN

ARY

Not for

C on str uc

5 7

T S

.0

S C

.0

+3.6

6%

,2

.5

+5.

400' VC

K = 286

,3

.1

+5.

+0.0470%

700' VC

K = 139

SSD = 548'

N

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

Slope stake limits

Slope stake limits

Line to be constructed

Subexcavation

Type 3

Subexcavation

Type 3

Profile grade

Profile grade

Existing ground

Existing ground

Wetland boundary

CP

22680

CP

22681 wetland impacts

Permanent

Spiral= NG503019B f

Ls= 150.00'

D

D

Curve= NG503019

R= 1,430.00'

Ts= 487.14'

L= 652.20'

Stream

NGG026

Approach Road and Parking Area

Sheepeater Cliff

Catch Point Left

Catch Point Right

Catch Point Right

Catch Point Left

WETLAND IMPACTS

Wetland mitigation

Permanent wetland impacts

CUYD

EXC.

CUYD

EMB.

702+50 700+00697+50 695+00692+50690+00687+50

7275 7305

7280 7310

7285 7315

7290 7320

7295 7325

7300 7330

7305 7335

7310 7340

7315 7345

D.28

STATE PROJECT

M a 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 fz b .d

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not for

C on str uc

D H

B H

C S

.2

S T

.2

N

Existing ground

Profile grade

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

CP

22682

Line to be constructed

Slope stake limits

Slope stake limits

D

D

Curve= NG503019

R= 1,430.00'

Ts= 487.14'

L= 652.20' f

Spiral= NG503019A

Ls= 150.00'

Catch Point Right

Catch Point Left

710+00

PRA YELL 10(19)

El=

E=

N=

END PROJECT

CUYD

EXC.

CUYD

EMB.

710+00707+50705+00702+50

7310 7310

7315 7315

7320 7320

7325 7325

7330 7330

7335 7335

7340 7340

7345 7345

7350 7350

D.29

STATE PROJECT

u n e

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 fz c .d

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not for

C on str uc

N

LC

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

E.4

STATE PROJECT

M a 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

C h e c k e d b y

D e s ig n e d b y

V a ri e s

V a ri e sor wetland credit

Edge of wetland m in

TRAIL SECTION

TRAILHEAD TURNOUT

GRIZZLY LAKE

NO SCALE

See Sheet C.2

Pavement section, 3' Trail Section at Wetland Crossing

Existing Trail

Existing TrailProposed Trail

Parking

Existing Trailhead

Proposed Trailhead Parking

Wetland boundry

5 3

PRELIM

IN

ARY

Not for

C on str uc

25 0 25 50 75

SCALE IN FEET

N existing tree

Do not disturb

CP

AREA LAYOUT

SOLFATARA PARKING

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

E.5

STATE PROJECT

M a 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 e .d

C h e c k e d b y

D e s ig n e d b y

1. There are no sidewalks or curbs at this location.

NOTE:

SOLFATARA TRAIL

22057

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

POT

.0

PC 10

00+

05.0

P O

T

.0

P

C

.6

PT 1001+

34.47

P C

.1

Slope stake limits

PC

.2

P T

.3

P C

.3

377+90, 14.9' LT

Mainline

1000+00.

Parking Area

Solfatara

PRELIM

IN

ARY

Not for

C on str uc

.3

P ro fi le G ra d e

0.

5% Pro file G rad e -

-> 0.5% Profile Grade ->

C ro s s S lo p e

.5

P ro file G ra d e

- 1 .4

C ro ss S lo p e

.4

C r o s s S lo p e

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

Wetland boundry

Stone curb with sidewalk

N

SCALE IN FEET

25 0 25 50 75

Existing kiosk

Existing flagstone

Stone curb

Slope Stake Limits

Culvert Outlet to save tree

Adjust curb location

Culvert Outlet

E.6

STATE PROJECT

M a 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 f.

d

C h e c k e d b y

D e s ig n e d b y

PARKING AREA

OBSIDIAN CLIFF

CP

22061 reset stone curb

Remove and

Drop Inlet

Drop Inlet to Obsidian Cliff Trail

Sidewalk connection Front face of Rockery Wall

Drop Inlet

Slope stake limits

Wetland boundry

Slope stake limits

PC 2

+01.

POT 2

+00.

P T

.4

P C

.4

D

R= 5.00'

T= 3.07

L= 5.51

D

R= 110.00'

T= 93.41'

L= 154.88'

P T

.3

PT 2002+59.18

P C

.8

POT 2002+66.33

R= 5.00' T= 2.94'L= 5.32'

D

446+57, 15' LT

Mainline

2000+00.

Parking Area

Obsidian Cliff

448+66, 13.9' LT

Mainline

2002+66.33.

Parking Area

Obsidian Cliff

PRELIM

IN

ARY

Not for

C on str uc

N

Existing ground

Profile grade

Curve= OCTK

D

R= 25.00'

T= 9.70'

L= 18.50'

Curve= OCTK1

D

R= 25.00'

T= 3.27'

L= 6.51' Curve= OCTK2

D

R= 25.00'

T= 6.51'

L= 12.74'

Curve= OCTK3

D

R= 25.00'

T= 8.31'

L= 16.05'

Curve= OCTK4

D

R= 25.00'

T= 5.40'

L= 10.64'

Curve= OCTK5

D

R= 25.00'

T= 4.00'

L= 7.93'

Curve= OCTK6

D

R= 25.00'

T= 4.00'

L= 7.94'

Existing Kiosk

Existing tree

Line to be constructed

Viewing area

Parking area sidewalk

Edge of trail

Rockery wall

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

Rockery wall

Parking Area

Obsidian Cliff

Parking area sidewalk

Parking Area sidewalk

Connection area to the Obsidian Cliff

Rockery seat wall

Wetland boundry

Slope stake limits

Existing social trail

Slope stake limits

Slope stake limits

Slope stake limits

Stone curb, RT

TRAIL

OBSIDIAN CLIFF

CUYD

EXC.

CUYD

EMB.

0+00

1+00 2+00 3+00

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)

M a y

C h e c k e d b y

D e s ig n e d b y

,3

.4

,3

.0

10' VC

K = 2

,3

.5

+2.3600%

10' VC

K = 2

,3

.0

10' VC

K = 23

,3

.8

+3.5714%

10' VC

K = 1

,3

.8

10' VC

K = 1

,3

.1

-3.1079%

10' VC

K = 1

,3

.4

-2.50% +4.00% -4.00% +4.33%

PRELIM

IN

ARY

Not for

C on str uc

S ta , 7

'LT

M a in lin e

S ta .2

P a rk in g A re a

M

t. H o lm e s T ra ilh e a d

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

Edge of existing

Edge of existing trail

Existing trees to remain quantities.

See Sheet D.1 for excavation and embankment

See Sheet C.1 for pavement structure quantities.

Edge of pavement

Roadway centerline

Remove and reset boulders

GPS

22668

Existing ground

Profile grade

Log curb Riprap energy dissipator

P O

T

.0

P O

T

.2

Slope stake limits

Slope stake limits

Mainline, 501+17, 70' LT

10000+00.

Parking Area

Mt. Holmes Trailhead

502+36, 70' LT

Mainline

10001+20.20

Parking Area

Mt. Holmes Trailhead

Hitching post (typ.)

CUYD

EXC.

CUYD

EMB.

10002+0010001+0010000+00

7270 7270

7290 7290

7310 7310

7330 7330

7350 7350

7370 7370

7390 7390

7410 7410

E.8

STATE PROJECT

NUMBER

SHEET

M a 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

WY PRA YELL 10(19)

C h e c k e d b y

D e s ig n e d b y

MT. HOLMES TRAILHEAD

,3

.9

+3.0333%

,3

.8

-1.3167% 7

,3 .0

20' VC

N

PRELIM

IN

ARY

Not for

C on str uc

APOLLINARIS PARKING AREA

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

Existing tree to remain

Roadway centerline

Edge of pavement for parking area

Existing sidewalk to remain

Do not disturb.

SCALE IN FEET

25 0 25 50 75

Apollinaris historic site. Do not disturb.

Face of rockery wall

E.9

STATE PROJECT

M a 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 i.

d

C h e c k e d b y

D e s ig n e d b y

CP

22670

Remove boulders

Edge of pavement for parking area

Reset boulders

Edge of existing pavement

Edge of existing pavement

N

PRELIM

IN

ARY

Not for

C on str uc

7320 7320

SCALE IN FEET

25 0 25 50 75

Remove and reset kiosk

Remove and reset boulders

PT 4002+73.09

P C .2

P C

.1

P T

.6

PC 4000+07.34POT 4000+00.00

Wetland boundry

Slope stake limits

Slope stake limits

Wetland boundry

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

Sidewalk

547+88, 15' LT

Mainline

4000+00.

Parking Area

Moose Exhibit

549+96, 15' LT

Mainline

4002+80.51.

Parking area

Moose Exhibit

PARKING AREA

MOOSE EXHIBIT

E.10

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)

M a y

C h e c k e d b y

D e s ig n e d b y

N

PRELIM

IN

ARY

Not for

C on str uc

7320 7320

73257325

7330 73

-0.8371%

,3

.5

,3

.4

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

Roadway centerline

Existing tree line

Existing edge of parking area

Remove existing log curb

Edge of parking area

L= 15.08'

T= 7.60'

R= 50.00'

D

Curve= UPA1

Curve= UPA2

D

L= 14.50'

T= 8.86'

R= 10.00'

D

L= 14.40'

T= 8.77'

R= 10.00'

Curve= UPA

PC 12000+07.51

P T

.9

POT 12000+00.00

PT 12002+40.01

P C

.5

POT 12002+49.84

P T

.4

P C

.3

Existing ground

Profile grade

Log curb

Edge of existing pavement

12000

Slope stake limits

Riprap energy dissapator

556+63, 15' LT

Mainline

1200+00.

Parking Area

Unnamed

558+79, 15' LT

Mainline

1202+49.84.

Parking area

Unnamed

CP

22066

UNNAMED PARKING AREA

CUYD

EXC.

CUYD

7240 7240

7260 7260

7280 7280

7300 7300

7320 7320

7340 7340

7360 7360

7380 7380

7400 7400

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 k .d g n

WY PRA YELL 10(19)

M a y

C h e c k e d b y

D e s ig n e d b y

12001+00 12002+0012000+00

12003+00

N

PRELIM

IN

ARY

Not for

C on str uc

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

Roadway centerline

Edge of parking area

POT 11000+00.00

PC 11000+07.00

PT 11001+69.25

P T

.4

P C

.8

POT 11001+76.25

CP

22068

Existing tree line

Existing edge of parking area

Profile grade

Existing ground

Edge existing edge of pavement

Curve= SWP

D

R= 13.00'

T= 13.00'

L= 20.42'

D

R= 13.00'

T= 13.00'

L= 20.42'

Curve= SWP1

Log curb

Log curb

Riprap energy dissipator

Riprap energy dissipator

CUYD

EXC.

CUYD

11001+00 11000+00

7300 7300

7310 7310

7320 7320

WILLOW PARK SOUTH

E.12

STATE PROJECT

NUMBER

SHEET

M a 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 l.

d g

C h e c k e d b y

D e s ig n e d b y

581+21, 15' LT

Mainline

11000+00.

Parking Area

South Willow

582+69, 15' LT

Mainline

11001+76.25.

Parking Area

South Willow

,3

.0

-0.6809%

,3

.2

N

PRELIM

IN

ARY

Not for

C on str uc

Sidewalk with log curb

Roadway centerline

Edge of existing parking area

Island treatment TBD

Slope stake limits to remain in place

Existing vault toilet

P O

T

.0

P O

T

.0

22069

CP

Existing ground

Profile grade

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

Edge of pavement

Riprap energy dissipator

587+31, 70' LT

Mainline

9000+00.

Parking Area

Willow

588+51, 70' LT

Mainline

9001+20.00.

Parking Area

Willow

CUYD

EXC.

E.13

NUMBER

SHEET

M a 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 m .d g

C h e c k e d b y

D e s ig n e d b y

PARKING AREA

WILLOW PARK

9000+00 9001+00

9002+00

72507240

,3

.1

-0.7333% 7 ,3

.2

N

PRELIM

IN

ARY

Not for

C on str uc

N Wetland boundryR= 300.00'

T= 73.90'

L= 144.92'

D

Tree line

Indian Creek Bridge

Wetland boundry

APPROACH ROAD

INDIAN CREEK CAMPGROUND

E.14

CP

22678

1.

Existing ground

Roadway centerline

Do not disturb existing trees

Campground approach road

Profile grade, Indian Creek

Parking area

Existing ground approach spur road

Indian Creek Campground

Profile grade, approach spur road

Indian Creek Campground

Indian Creek Campground approach road

CUYD

EXC.

C h e c k e d b y

D e s ig n e d b y

STATE PROJECT

NUMBER

SHEET

M a y

U

S S u r

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

5001 5002

5003 5004

5005 5006

6000 6001

Wetland boundry

END WORK

5005+50

WY PRA YELL 10(19)

660+90, 15' LT

Mainline

5000+00.

Access Road

Indian Creek

662+08, 15' LT

Mainline

6000+00.

Access Road

Indian Creek

,2

.7

-1.5850%

,2

.9

80' VC

-4.5360%

,2

.4

30' VC

-2.2200%

,2