crla201801_95_PreAd_Plan_Section_1.pdf

PDF 28 MB Posted Sep 16, 2024

Attached to: OR NPS CRLA 2018(1), Cleetwood Trail and Marina Improvements
Solicitation number: 69056723R000010
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · Sep 16, 2024

This document appears to be a pre-advertisement plan for a federal contract opportunity. The opportunity is for the OR NPS CRLA 2018(1), Cleetwood Trail and Marina Improvements project located in Crater Lake National Park, Oregon. The work includes rehabilitation of a 1.1-mile trail, rockfall mitigation, replacement of a failed marina bulkhead/dock, and replacement of composting toilets and a temporary concessionaire booth. The contract is anticipated to be a negotiated, firm-fixed-price base with 4 options, with an estimated price range between $30,000,000 and $40,000,000. The project is anticipated to be solicited in winter 2024/2025 and awarded for full and open competition on an unrestricted basis. The contract will be administered by the Department of Transportation Federal Highway Administration.

View the file

Other files

File	Type	Posted
QA_09-16-2024.pdf	PDF	Sep 16, 2024
crla201801_95_PreAd_Plan_Section_4a.pdf	PDF	Sep 16, 2024
crla201801_95_PreAd_Plan_Section_2a.pdf	PDF	Sep 16, 2024
crla201801_95_PreAd_Plan_Section_2b.pdf	PDF	Sep 16, 2024
PROJECT DESCRIPTION_OR NPS CRLA 2018(1).pdf	PDF	Sep 16, 2024
crla201801_95_PreAd_Plan_Section_4b.pdf	PDF	Sep 16, 2024
crla201801_95_PreAd_Plan_Section_3.pdf	PDF	Sep 16, 2024
Prelim Letter_OR NPS CRLA 2018(1).pdf	PDF	Sep 16, 2024

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

PROJECT MANAGERPROJECT MANAGER

C. WARREN

P A

C F

I C

I O

E C

A N

COLUMBIA R

S N

A K E

E R

Lake

Malheur Lake

Harney

Lake

Summer

C H

U T

E S

R I V

E R

Lake

Klamath

Upper

Abert

Lake

WASHINGTON

I D

A H

CALIFORNIA

OREGON KEY MAP

LAKE N.P.

CRATER

REFUGE

WILDLIFE

NATIONAL

MALHEUR

RANGE

ANTELOPE

NATIONAL

HART MT.

Grants Pass

MEDFORD

Ashland

Roseburg

EUGENE

Bend

Corvallis

Newport

SALEM

PORTLAND

Astoria

Pendleton

La Grande

Ontario

Burns

Falls

Klamath

Bend

North

City

Baker

Dalles

The

395101

395197

20 20

NEVADA

Project Location

(80 Miles) and To Roseburg

Lake

Diamond Lake

Miller

(65 Miles) To Bend

CHEMULT

NATIONAL

PARK

LAKE

CRATER

R im

Drive

Lake Crater

Castle Creek

CREEK

UNION

(57 Miles) and To Medford

(72 Miles)

Falls

To Klamath

PROJECT LOCATION

C r e s t

P a c if ic

PROSPECT

A nnie

C r e e k

N a ti o n a l

S c e n ic

T ra il

SCALE IN MILES

R iv e r

R o g u e

PARKING AREA

RIM VILLAGE

TURNOUT

SKELL HEAD

5 105

PARKING AREA

TRAILHEAD

CLEETWOOD COVE

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

-Additional slope stabilization

OPTION Z

-New vault toilet restroom at Cleetwood marina

-Removal of existing restroom at Cleetwood marina

OPTION Y

-New Fixed Pier Structure at Cleetwood marina

OPTION X

-New Building Structure at Cleetwood marina

OPTION W

-Reconstruction of marina with Floating Dock System

Mechanically Stabilized Earth Wall, and Stone Masonry)

-Walls (Dry Stack Rockery, Soil Nail, Gabion, -Slope protection

-Slope stabilization

-Aggregate base trail reconstruction (1.026 miles)

SCHEDULE - BASE

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

SPECIFICATION:

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED BY

PLANS FOR PROPOSED PROJECT

LENGTH 1.026 MILES

Crater Lake National Park

Superintendent, AND MARINA IMPROVEMENTS

CLEETWOOD TRAIL

OR NPS CRLA 2018(1)

KLAMATH COUNTY, OREGON

CRATER LAKE NATIONAL PARK

on Federal Highway Projects, FP-14

Construction of Roads and Bridges

Standard Specifications for

Entrance

North for Vicinity Map

See Sheet A.4

See sheet A.2 for Index to Sheets

NATIONAL

PARK

SERVICE

E N

O R

A I

ST F

D E P A

NTOFT A SP

T T

ATESO

E R

APPROVED:

Western Federal Lands Highway Division

Chief of Engineering, Nation Park Service Pacific West Region

Regional Director, :4

P M

J u ly

E S

H E

T c p w w o r k

\c r la

L N

.d g n

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) A.1

NPS Drwg No. 186271 NPS PMIS No. 264912

NOT FOR CONSTRUCTION

:3 u ly

D E

X T

O S

H E

E p w w o r k

\c r la

L N

.d g n

INDEX TO SHEETS

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) A.2

CUYD

culv.

CUFT

cubic yard(s) culvert cubic foot (feet) mon.

min.

MGAL

max.

matl.

M.P.

M.L.

monument minimum thousand gallon maximum material mile post main line

RIP

G W G WV

CP GPS

36 31

BH TP

N 1000EL. 1234.56

SEC.

NO SCALE

θs Ø ∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

ADT

abut.

between bearing bridge balance point bench mark back face back btwn brg.

br.

b.f.

ctrs.

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center

NOTE:

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend

W west drwg(s).

dist.

diaph.

dia.

DHV

D exp. jt.

exc.

EQ or eq.

EOP

emb.

elev.

El. 94.16 e.f.

e E expansion joint excavation edge of water equation edge of pavement embankment elevation elevation in feet each face superelevation rate east drawing(s) distance diaphragm diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge) jt.

joint invert elevation inside diameter ftg.

flg.

fin.

f.f.

footing flange finish front face

lt. or LT Ls

LPSM

long.

LNFT

lat.

L low water left length of spiral lump sum longitudinal linear foot (feet) latitude length of curve rte.

rt. or RT reqd.

reinf.

rdwy.

R/W R.

R route right required reinforcement roadway right-of-way range radius typ.

thd.

TBM

T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance

VPI

vph V vertical point of intersection vehicles per hour design speed (velocity)

STS

struc.

stiff.

stgr.

std.

STA, Sta.

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sect.

SADT

S point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced slurry unit shoulder section point of spiral to curve seasonal average daily traffic south

KSI

square inch thousand pounds per pvmt.

PST

PSC

PSI

PSF

POT

POS

POC

pl.

PCS

PCC

pavement point of tangent point of spiral to tangent point of spiral to curve pounds per square inch pounds per square foot point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve

OHWM

o. to o.

o.c.

ordinary high water mark original ground outside diameter out to out on center

N normal crown north

A A

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

Control Point (Terrestrial and GPS)

Gas & Water Meter; Gas & Water Valve

Flagpole; Fire Hydrant

Cooking Grate; Garbage Can; Picnic Table

Boulder; Well; Antenna; Grave

Above Ground Tank; Underground Tank

Spot Elevation; Coordinate Grid Tick

Material Source; Bore Hole; Test Pit

Treeline; Individual Trees

Spring or Seep

Section Line 4

Section Corner (Found, Projected) 4

Section Line 16

Section Corner (Found, Projected)16

Property Line

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Paved, Gravel)

Railroad

Trail

Fiber Roll

Silt Fence

Sandbag

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservior; Marshland

North Arrow

Slope Stake Limits Top of Cut

Toe of Fill

Construction Limits

Bottom of Ditch

Fence

Gate with Fence

Cattleguard

Guardrail

Concrete Barrier and Guard Wall

Retaining Wall wall face

Signs (single, double post; portable)

Delineators

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Pipe Culvert with Drop Inlet

Box Culvert

Underdrain

Overhead/Above Ground Utilities

Underground Utilities

Light, Support w/Anchor) Poles (Power, Telephone, Joint Use, Miscellaneous Utility Features

Building

Right-of-Way Line

Permanent Easement

Construction Easement

Riprap

- no symbol -

Section A-A

EXISTING PROPOSED

STEAM = steam, T = telephone, TV = CATV, W = water P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, UP = transformer or junction box, WF = water fountain EM = electric meter, TP = telephone pedestal, TV = CATV pedestal,

- no symbol -

11/2001 DETAIL APPROVED FOR USE

6/2022

10/2014 10/2009 1/2007 9/2005 REVISED: 101-1W

WFLHD DETAIL

ABBREVIATIONS

PLAN SYMBOLS AND

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

M a y

D e t W

-1 p w

-w o rk \d

\c rl a

-1

.d g n

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) A.3

SG1901

SG19-01

0 1 2 3

SCALE IN MILES

Island

Wizard

CRATER LAKE

Lodge

Crater Lake Notch

Kerr

Little Cast le Creek

M u n so n

C re e k

M id d le F o r k

Rock

Mazama

Hill

Grouse

Rock

Liao

Peak

Hillman

House Lookout

Sun Creek

R I

PARK

NATIONAL

CRATER LAKE

Headquarters

Park

E a s t F o r k

RIM

D R

S k e ll C h a n n e l

Cove

Cleetwood

Point

Pumice

Point

Palisade Bay

Steel

Bay

Liao

Point Merriam

Point

Discovery

Point

Eagle

Ship

Phantom

Chaski Bay

Bay

Danger

Rock

Sentinel

Bay

Cloudcap

Cove

Grotto

W E S

R d

V a ll e y

Cas tle

Cre ek

T ra p p e r

C re e k

Campground

Mazama

EAST

E A

Parking Area

Trailhead

Cleetwood Cove

0 1 2 3

SCALE IN MILES

Island

Wizard

Lodge

Crater Lake Notch

Kerr

Little Cast le Creek

M u n so n

C re e k

M id d le F o r k

Cloudcap

Hill

Grouse

Rock

Liao

Peak

Hillman

House Lookout

Sun Creek

R I

PARK

NATIONAL

CRATER LAKE

Headquarters

Park

P in n a c le s R o a d

E a s t F o r k

PROJECT LOCATION

DRIVE

D R

S k e ll C h a n n e l

Bay

Liao

Point Merriam

Point

Discovery

Point

Eagle

Ship

Phantom

Chaski Bay

Bay

Danger

Rock

Sentinel

Bay

Cloudcap

Cove

Grotto

W E S

R d

V a ll e y

Cas tle

Cre ek

T ra p p e r

C re e k

Campground

Mazama

EAST

E A

(D e a d E n d R o a d

CRATER LAKE

OR NPS CRLA 2018(1)

END PROJECT

64+66.60

OR NPS CRLA 2018(1)

BEGIN PROJECT

10+48.00

OR NPS CRLA 2018(1)

E=4497630.963

N=482506.946

E=4495960.507

N=481150.563 see Section F and J for details

Staging area, Cleetwood Cove Trailhead Parking Lot

[1]

Cleetwood Cove Trail (BASE)

Fixed Pier Structure (OPTION X)

Building Structure (OPTION W)

Floating Dock System (BASE)

Cleetwood Cove Marina

RIM

EAST

DRIV

Cleetwood Cove Restroom (OPTION Y)

200 4000200

SCALE IN FEET

FOOTNOTE:

See Section G and Section Z for specific locations for the Slope Stabilization. See Section H for Slope Protection locations.

[1] m ile s

T o K la m a th Fa lls

~18 miles

To Union Creek m il e

T o N o r th E n tr a n c e

Overlook

Skell Head

:4 u ly

M p w w o r k

\c r la

L N

.d g n

VICINITY MAP

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) A.4

NO SCALE

NOTE:

provided under Special Contract Requirements Section 152.04.

according to the proposed finished surface data

. Construct variation of slopes, clearing limits, and roadway widths 1

TYPICAL SECTION

CLEETWOOD TRAIL

10+48 TO 64+50 (TRAIL)

grade

Profile

[1]

1.5%

Existing ground

6-inch compacted depth

Roadway aggregate, method 2, Trail width

m ax . 1:2 m ax.

T o p e d g e o f t r a il

T r a il

C o n s tr u c ti o n

L im it

T r a il

C o n s tr u c ti o n

L im it

T o p e d g e o f t r a il

T r a il

C o n s tr u c ti o n

L im it

See Section I for locations, wall type, and details

FOOTNOTE:

Construct slope directing towards Crater Lake.

[1]

Embankment

T o p e d g e o f t r a il

T r a il

C o n s tr u c ti o n

L im it

T r a il

C o n s tr u c ti o n

L im it

Top edge of trail

See Section I for details

Embankment

6' VariableVariable

Variable

:0 u ly

Y P

L S

E C

S H

E E

O F p w w o r k \d

\c r la

L N

.d g n

TYPICAL SECTION (SHEET 1 OF 4)

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) C.1

provided under Special Contract Requirements Section 152.04.

. Construct variation of slopes, clearing limits, and roadway widths according to the proposed finished surface data1

TYPICAL SECTION

CLEETWOOD TRAIL - MARINA PATHWAY

2+00 TO 2+80 (MARINA)

grade

Profile

1.5%

Embankment

Existing ground

6-inch compacted depth

Roadway aggregate, method 2, Trail width

1:2 T r a il

C o n s tr u c ti o n

L im it

T r a il

C o n s tr u c ti o n

L im it o f t r a il

T o p e d g e o f t r a il

T o p e d

Placed riprap, class 6 see sheet D.56 for Plan and Profile alignment

"RIPRAP" Profile point, 6'Variable Variable

J u n e

Y P

L S

E C

S H

E E

O F p w w o r k \d

\c r la

L N

.d g n

TYPICAL SECTION (SHEET 2 OF 4)

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) C.2

provided under Special Contract Requirements Section 152.04.

. Construct variation of slopes, clearing limits, and roadway widths according to the proposed finished surface data1

6-inch compacted depth

Roadway aggregate, method 2, existing bulk head to be removed

Existing ground, Placed riprap, class 6 see sheet D.56 for Plan and Profile alignment

"RIPRAP" Profile point, TYPICAL SECTION

CLEETWOOD TRAIL - RIPRAP

4+00 TO 5+40 (RIPRAP)

Variable

Trail width

T r a il

C o n s tr u c ti o n

L im it

T r a il

C o n s tr u c ti o n

L im it o f t r a il

T o p e d o f t r a il

T o p e d

Embankment

1:6

-1.5% +1.5%1:2

0%4

Variable Variable

:0 u ly

Y P

L S

E C

S H

E E

O F p w w o r k \d

\c r la

L N

.d g n

TYPICAL SECTION (SHEET 3 OF 4)

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) C.3

provided under Special Contract Requirements Section 152.04.

. Construct variation of slopes, clearing limits, and roadway widths according to the proposed finished surface data1

CONNECTION AT RESTROOM

CLEETWOOD TRAIL

grade

Profile

1.5%

Existing ground 6-inch compacted depth

Roadway aggregate, method 2, Trail width

m ax

T o p e d g e o f t r a il

T r a il

C o n s tr u c ti o n

L im it

T o p e d g e o f t r a il

Sidewalk, concrete see Section Y for details

Building, Restroom Facility, 0%

6'Variable

J u n e

Y P

L S

E C

S H

E E

O F p w w o r k \d

\c r la

L N

.d g n

TYPICAL SECTION (SHEET 4 OF 4)

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) C.4

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE NOTE:

1 482528.476 4497684.789 6823.930 42°58'46.91143"N 122°04'58.99566"W 1.

2 482406.691 4497516.203 6775.556 42°58'45.67714"N 122°05'01.23238"W

3 482308.440 4497457.161 6700.611 42°58'44.69575"N 122°05'02.00157"W

4 482259.138 4496880.444 6622.715 42°58'44.10101"N 122°05'09.74653"W

5 482106.562 4496508.041 6548.977 42°58'42.52442"N 122°05'14.71686"W

6 481537.746 4496002.240 6429.056 42°58'36.81180"N 122°05'21.37519"W

7 481519.985 4496007.129 6415.552 42°58'36.63731"N 122°05'21.30489"W

8 481860.867 4496490.406 6380.225 42°58'40.09453"N 122°05'14.89141"W

9 481879.432 4496677.438 6367.359 42°58'40.31290"N 122°05'12.38040"W

10 481875.275 4496770.171 6324.975 42°58'40.28919"N 122°05'11.13200"W

11 481793.872 4496658.638 6276.626 42°58'39.46435"N 122°05'12.61147"W

12 481347.080 4496192.831 6182.804 42°58'34.96443"N 122°05'18.76296"W

13 481183.286 4495971.884 6193.471 42°58'33.30533"N 122°05'21.69300"W

14 481146.977 4495986.936 6192.328 42°58'32.94954"N 122°05'21.48128"W

PROJECT :Cleetwood Tral

DATE OF FIELD WORK : 10/2016

PROJECT UNITS :International Foot COORDINATE SYSTEM : Oregon south SPCS NAD83 2011

EPOCH DATE : 2010.0000

VERTICAL DATUM : NGVD29 based on USGS lake Level gauge 11492200

To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by .99959236, the calculated average combined scale factor for project.

Description

2" Alum cap on 5/8" Rebar

2" Alum cap on 5/8" Rebar c:

\p w -w or k\ d0 cr la

_S ur ve y

C on tr ol

_D .0

xl sx ]S he et

-J un -2

D S ur ve y

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.1

SHEET

NUMBER

NPS CRLA 2018(1)OR

NPS PMIS No. 264912 NPS Drwg. No. 186271

SURVEY CONTROL

due to space needed to build

-Keep out, don't have trail on top

Gabion

US9

US8

US7

US1

US2

US3-B

US4

US5

US6

US3-A

SG19-01

10CP

LEGEND

Unstable Slope area No. 2

Unstable Slope area No. 1

Unstable Slope area No. 7

Unstable Slope area No. 6

Unstable Slope area No. 5

Unstable Slope area No. 9

Unstable Slope area No. 8

Unstable Slope area No. 4

Unstable Slope area No. 3-B

Unstable Slope area No. 3-A

EAST R

see Section F for details

Trailhead Parking Lot, Cleetwood Cove

CRATER LAKE

see sheets D.15-52 for details

Line to be constructed, "TRAIL"

BEGIN PROJECT

10+48.00

OR NPS CRLA 2018(1)

END PROJECT

64+66.60

OR NPS CRLA 2018(1)

see Section R for details and utility storage, Large existing fuel tank see Section S for details

Fixed Pier Structure, station)

(Existing gauging

Do not disturb see Section Y for details

Buliding, Restroom facility, Existing restroom, Option Y

NOTE:

2. For wall locations, see Section I.

1. For rock scaling locations (US#), see Section G, H, and Z.

See sheet D.4-7 for details

Switchback 1, See sheet D.11-14 for details

Switchback 3, for details

See sheet D.8-10

Switchback 2, 100 200050100

Scale in feet see Section R for details

Existing fuel line, see Section T for details

Floating Dock System, see Section R for details

Small existing fuel tank, see Sheet D.58 for details

Removal of existing bulkhead Marina, see Section P for details

(concessionaire building), Building, support building

61+17 to 61+33 LT

7 4

49 5

:0 u ly

P L p w w o r k \d

\c r la

L N

.d g n

SITE PLAN

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.3

US1

LEGEND

Unstable Slope area No. 2

Unstable Slope area No. 1

Unstable Slope area No. 7

Unstable Slope area No. 6

Unstable Slope area No. 5

Unstable Slope area No. 9

Unstable Slope area No. 8

Unstable Slope area No. 4

Unstable Slope area No. 3-B

Unstable Slope area No. 3-A

EAST RIM DRIVE

and outside of proposed trail construction area

Dispose of scaled debris south and southeast of indicated line

General scaling limits, CP

see Section R for details

Existing fuel line, Line to be constructed

"TRAIL"

Trail Limit of Construction

20 4001020

Scale in feet

NOTE:

3. See sheet D.7 for Section C-C.

2. See sheet D.6 for Section B-B.

1. See sheet D.5 for Section A-A.

Top edge of trail

:5 u ly

C H

B A

C K

P L p w w o r k \d

\c r la

L N

.d g n

SWITCHBACK 1 - PLAN

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.4

See Section I for details

SECTION A-A

Existing ground

NO SCALE

Design Grade: 6,782.8'

13+02

Design Grade: 6,779.2'

13+43

Design Grade: 6,761.8'

15+44

Design Grade: 6,754.7'

15+93

Design Grade: 6,698.6'

19+59

See Section C for details

:0 u ly

C H

B A

C K

S E

C T

-A p w w o r k \d

\c r la

L N

.d g n

SWITCHBACK 1 - SECTION A-A

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.5

SECTION B-B

See Section I for details

Existing ground

NO SCALE

Design Grade: 6,793.7'

12+15

Design Grade: 6,776.3'

14+29

Design Grade: 6,773.3'

14+60

Design Grade: 6,742.9'

16+76

Design Grade: 6,712.5'

18+77

See Section C for details

:0 u ly

C H

B A

C K

S E

C T

B -B p w w o r k \d

\c r la

L N

.d g n

SWITCHBACK 1 - SECTION B-B

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.6

SECTION C-C

See Section I for details

Existing ground

NO SCALE

Design Grade: 6,730.1'

17+71

Design Grade: 6,726.4'

17+93

See Section C for details

:0 u ly

C H

B A

C K

S E

C T

C -C p w w o r k \d

\c r la

L N

.d g n

SWITCHBACK 1 - SECTION C-C

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.7

US9

US5

LEGEND

Unstable Slope area No. 2

Unstable Slope area No. 1

Unstable Slope area No. 7

Unstable Slope area No. 6

Unstable Slope area No. 5

Unstable Slope area No. 9

Unstable Slope area No. 8

Unstable Slope area No. 4

20 4001020

Scale in feet

2. See sheet D.10 for Section E-E.

1. See sheet D.9 for Section D-D.

NOTE:

Line to be constructed

"TRAIL"

TRAIL Construction Limit

Top edge of trail

:5 u ly

C H

B A

C K

P L p w w o r k \d

\c r la

L N

.d g n

SWITCHBACK 2 - PLAN

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.8

SECTION D-D

NO SCALE

Existing ground

Design Grade: 6,447.1'

36+40

Design Grade: 6,404.2'

40+98

See Section C for details

:0 u ly

C H

B A

C K

S E

C T

-D p w w o r k \d

\c r la

L N

.d g n

SWITCHBACK 2 - SECTION D-D

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.9

SECTION E-E

NO SCALE

Existing ground

Design Grade: 6,420.7'

38+18

Design Grade: 6,417.2'

38+78

See Section C for details

:0 u ly

C H

B A

C K

S E

C T

-E p w w o r k \d

\c r la

L N

.d g n

SWITCHBACK 2 - SECTION E-E

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.10

US7

LEGEND

Unstable Slope area No. 2

Unstable Slope area No. 1

Unstable Slope area No. 7

Unstable Slope area No. 6

Unstable Slope area No. 5

Unstable Slope area No. 9

Unstable Slope area No. 8

Unstable Slope area No. 4

H and outside of proposed trail construction area

Dispose of scaled debris south and southeast of indicated line

General scaling limits, US8

20 4001020

Scale in feet

Line to be constructed

"TRAIL"

TRAIL Construction Limit

Top edge of trail

3. See sheet D.14 for Section H-H.

2. See sheet D.13 for Section G-G.

1. See sheet D.12 for Section F-F.

NOTE:

:1 u ly

C H

B A

C K

P L p w w o r k \d

\c r la

L N

.d g n

SWITCHBACK 3 - PLAN

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.11

SECTION F-F

See Section I for details

NO SCALE

Existing ground

Design Grade: 6,365.1'

48+62

Design Grade: 6,328.7'

51+56

Design Grade: 6,323.9'

51+86

Design Grade: 6,301.0'

53+52

See Section C for details

:1 u ly

C H

B A

C K

S E

C T

-F p w w o r k \d

\c r la

L N

.d g n

SWITCHBACK 3 - SECTION F-F

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.12

SECTION G-G

See Section I for details

NO SCALE

Existing ground

Design Grade: 6,358.9'

49+35

Design Grade: 6,338.8'

50+81

Design Grade: 6,314.2'

52+58

Design Grade: 6,312.2'

52+77

See Section C for details

:1 u ly

C H

B A

C K

S E

C T

-G p w w o r k \d

\c r la

L N

.d g n

SWITCHBACK 3 - SECTION G-G

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.13

SECTION H-H

See Section I for details

Existing ground

NO SCALE

Design Grade: 6,352.5'

49+95

Design Grade: 6,348.5'

50+21

See Section C for details

:1 u ly

C H

B A

C K

S E

C T

H -H p w w o r k \d

\c r la

L N

.d g n

SWITCHBACK 3 - SECTION H-H

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.14

Line to be constructed

"TRAIL"

Trail construction limits

EAST RIM

DRIVE

see Section I for details

Rockery (dry stack, 2V:1H), 15+76 to 16+43 LT see Section N for details

Fixture, bench (stone), Remove of bench, 14+58 LT for details see Section N

(stone), Fixture, bench bench, Removal of

15+77 RT

see Section N for details

Fixture, bench (stone), Removal of bench, 12+19 LT

15+91 to 16+29 RT Rockery (dry stack, 2V:1H), see Section I for details see Section I for details

Rockery (dry stack, 2V:1H), 14+51 to 15+14 RT

14+51 to 15+14 LT

Mechanically stabilized earth wall, welded wire face, see Section I for details

13+55 to 13+88 RT

Gabions, see Section I for details see Section I for details

Soil nail retaining wall, 14+23 to 14+34 LT see Section R for details

Existing fuel line, for details

See sheet D.53

Alignment "WALL14+54LT"

Top edge of trail

NOTE:

2. See sheet D.52 for "TRAIL" alignment curve data information.

1. See sheets D.33-51 for "TRAIL" profile information.

10 200510

Scale in feet

12 1

10+48.00

OR NPS CRLA 2018(1)

El= Match Existing (6,822.80)

E= 4497630.963

N= 482506.946

BEGIN PROJECT

:4 u ly

L E

E T

W O

O D

T R

L A

O p w w o r k

\c r la

L N

P la n .d g n

10+48 TO 16+20

CLEETWOOD TRAIL - PLAN -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.15

limits construction

Trail

Line to be constructed

"TRAIL"

17+88 to 18+42 LT Gabions, see Section I for details see Section I for details

Rockery (dry stack, 8V:1H), 17+02 to 17+35 LT see Section N for details

Fixture,bench (stone) (2), Remove of bench, 17+85 LT see Section I for details

Rockery (dry stack, 8V:1H), 17+88 to 18+42 RT see Section I for details welded wire face, Mechanically stabilized earth wall, 16+80 to 17+22 RT

16+23 to 16+78 RT

Remove and reset stone masonry (top course), Report stone masonry, see Section I for details

+00 to

+81

Mech an ica lly st ab iliz ed ea rth w all weld ed w ire fa ce, see Se cti on I for de tai ls see Section I for details

Rockery (dry stack, 2V:1H), 17+22 to 17+68 RT see Section I for details

Soil nail retaining wall, 17+35 to 17+68 LT see Section I for details

Soil nail retaining wall, 18+42 to 18+90 RT see Section R for details

Existing fuel line, see Section N for details

Fixture, bench (stone), 19+40 RT see Section N for details

Fixture, bench (stone), 16+95 LT

See sheet D.54 for details

Alignment "WALL17+95 LT" see Section I for details

Mitigation, Landscaping, Log, 16+80 to 17+22 RT

Top edge of trail see Section R for details

Existing inline piping connnection manhole, 20+10 see Section N for details

Fixture, bench (stone), 18+97 RT

NOTE:

2. See sheet D.52 for "TRAIL" alignment curve data information.

1. See sheets D.33-51 for "TRAIL" profile information.

10 200510

Scale in feet

:1 u ly

L E

E T

W O

O D

T R

L A

O p w w o r k

\c r la

L N

P la n .d g n

16+20 TO 20+40

CLEETWOOD TRAIL - PLAN -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.16

Trail construction limits

Line to be constructed

"TRAIL"

22+51 to 22+

96 LT

Gabi ons, see S ectio n I fo r det ails

Removal of pavement, asphalt

22+05 to 22+20 see Section R for details

Existing fuel line, Top edge of trail see Section R for details connnection manhole, Existing inline piping

22+63

NOTE:

2. See sheet D.52 for "TRAIL" alignment curve data information.

1. See sheets D.33-51 for "TRAIL" profile information.

10 200510

Scale in feet

:1 u ly

L E

E T

W O

O D

T R

L A

O p w w o r k

\c r la

L N

P la n .d g n

20+40 TO 23+00

CLEETWOOD TRAIL - PLAN -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.17

Trail construction limits

Line to be constructed

"TRAIL"

protect in place

Existing bench, 24+85 LT

24+36 to 24+78 RT Rockery (dry stack, 8V:1H), see Section I for details see Section R for details

Existing fuel line, see Section N for details

Fixture, bench (stone), 23+85 LT

Top edge of trail see Section R for details

Existing inline piping connnection manhole, 25+05

NOTE:

2. See sheet D.52 for "TRAIL" alignment curve data information.

1. See sheets D.33-51 for "TRAIL" profile information.

10 200510

Scale in feet

:1 u ly

L E

E T

W O

O D

T R

L A

O p w w o r k

\c r la

L N

P la n .d g n

23+00 TO 25+60

CLEETWOOD TRAIL - PLAN -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.18

Line to be constructed

"TRAIL"

Trail construction limits see Section R for details

Existing fuel line, Top edge of trail see Section R for details

Existing inline piping connnection manhole, 27+42

NOTE:

2. See sheet D.52 for "TRAIL" alignment curve data information.

1. See sheets D.33-51 for "TRAIL" profile information.

10 200510

Scale in feet

:0 u ly

L E

E T

W O

O D

T R

L A t o p w w o r k

\c r la

L N

P la n .d g n

25+60 TO 28+20

CLEETWOOD TRAIL - PLAN -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.19

"TRAIL"

Trail construction limits protect in place

Existing stone bench, 28+33 LT protect in place

Existing stone bench, 30+11 LT see Section R for details

Existing fuel line, see Section N for details

Fixture, bench (stone), 28+20 LT

Top edge of trail see Section R for details

Existing inline piping connnection manhole, 29+63

NOTE:

2. See sheet D.52 for "TRAIL" alignment curve data information.

1. See sheets D.33-51 for "TRAIL" profile information.

10 200510

Scale in feet

:3 u ly

L E

E T

W O

O D

T R

L A

O p w w o r k

\c r la

L N

P la n .d g n

28+20 TO 31+00

CLEETWOOD TRAIL - PLAN -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.20

"TRAIL"

Trail construction limits see Section R for details

Existing fuel line, Top edge of trail see Section R for details

Existing inline piping connnection manhole, 32+10

NOTE:

2. See sheet D.52 for "TRAIL" alignment curve data information.

1. See sheets D.33-51 for "TRAIL" profile information.

10 200510

Scale in feet

:0 u ly

L E

E T

W O

O D

T R

L A

O p w w o r k

\c r la

L N

P la n .d g n

31+00 TO 33+40

CLEETWOOD TRAIL - PLAN -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.21

"TRAIL"

Trail construction limits see Section R for details

Existing fuel line, Top edge of trail see Section R for details

Existing inline piping connnection manhole, 34+64

NOTE:

2. See sheet D.52 for "TRAIL" alignment curve data information.

1. See sheets D.33-51 for "TRAIL" profile information.

10 200510

Scale in feet

:0 u ly

L E

E T

W O

O D

T R

L A t o p w w o r k

\c r la

L N

P la n .d g n

33+40 TO 36+20

CLEETWOOD TRAIL - PLAN -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.22

"TRAIL"

Trail construction limits

+50 to

+19

Ga bio ns se e S ec tio n I fo r d eta ils protect in place

Existing bench, 38+43 RT

Removal of fence

38+47 to 38+86 RT

39+20 to 39+80 RT Gabions, see Section I for details see Section N for details

Boulder, 38+45 to 38+85 RT

Top edge of trail

NOTE:

2. See sheet D.52 for "TRAIL" alignment curve data information.

1. See sheets D.33-51 for "TRAIL" profile information.

10 200510

Scale in feet

:1 u ly

L E

E T

W O

O D

T R

L A t o p w w o r k

\c r la

L N

P la n .d g n

36+20 TO 41+00

CLEETWOOD TRAIL - PLAN -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.23

"TRAIL"

Trail construction limits

Removal of pavement, asphalt

43+30 to 43+80 see Section R for details

Existing fuel line, Top edge of trail see Section R for details

Existing inline piping connnection manhole, 42+04

NOTE:

2. See sheet D.52 for "TRAIL" alignment curve data information.

1. See sheets D.33-51 for "TRAIL" profile information.

10 200510

Scale in feet

:1 u ly

L E

E T

W O

O D

T R

L A

O p w w o r k

\c r la

L N

P la n .d g n

41+00 TO 43+60

CLEETWOOD TRAIL - PLAN -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.24

"TRAIL"

Trail construction limits

Top edge of trail

NOTE:

2. See sheet D.52 for "TRAIL" alignment curve data information.

1. See sheets D.33-51 for "TRAIL" profile information.

10 200510

Scale in feet

4 4

:2 u ly

L E

E T

W O

O D

T R

L A

O p w w o r k

\c r la

L N

P la n .d g n

43+60 TO 46+00

CLEETWOOD TRAIL - PLAN -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.25

"TRAIL"

Trail construction limits

46+60 to 47+26 RTGabions,see Section I for details

+57 to 8+

Mec ha nic all y sta bil ize d ea rth w all weld ed w ire fa ce se e

Se cti on I fo r d et ail s

Top edge of trail

NOTE:

2. See sheet D.52 for "TRAIL" alignment curve data information.

1. See sheets D.33-51 for "TRAIL" profile information.

10 200510

Scale in feet

6 4

:2 u ly

L E

E T

W O

O D

T R

L A

O p w w o r k

\c r la

L N

P la n .d g n

46+00 TO 48+80

CLEETWOOD TRAIL - PLAN -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.26

"TRAIL"

Trail construction limits see Section I for details welded wire face, Mechanically stabilized earth wall, 52+73 to 53+81 LT see Section I for details

Soil nail retaining wall, 51+70 to 52+64 LT see Section I for details welded wire face, Mechanically stabilized earth wall, 50+09 to 51+02 LT

Removal of fence

49+50 to 50+00 LT see section N for details

Fixture, bench (stone), Removal of bench, 52+65 LT

51+77 to 52+22 RT Mechanically stabilized earth wall, welded wire face, see Section I for details

48+80 to 49+40 RT

Gabions, see Section I for details

49+50 to 50+05 LT

Soil nail retaining wall, see Section I for details see Section I for details

Rockery (dry stack, 8V:1H)

52+79 to 54+00 RT see Section I for details

Soil nail retaining wall, 50+15 to 51+02 RT

Top edge of trail see Section I for details

Rockery (dry stack, 8V:1H)

52+64 to 52+67 LT

Protect tree

NOTE:

2. See sheet D.52 for "TRAIL" alignment curve data information.

1. See sheets D.33-51 for "TRAIL" profile information.

10 200510

Scale in feet

:1 u ly

L E

E T

W O

O D

T R

L A

O p w w o r k

\c r la

L N

P la n .d g n

48+80 TO 53+40

CLEETWOOD TRAIL - PLAN -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.27

"TRAIL"

Trail construction limits

53+81 to 55

+19 LT

Gabions, see Sect ion I for details

52+67 to 53+

81 LT

Mecha nical ly sta bilize d ear th wall, welded wire face see S ectio n I fo r det ails

+66 to

+93

Ga bio ns see Se cti on I f or de tai ls

Top edge of trail

NOTE:

2. See sheet D.52 for "TRAIL" alignment curve data information.

1. See sheets D.33-51 for "TRAIL" profile information.

10 200510

Scale in feet

9CP

:2 u ly

L E

E T

W O

O D

T R

L A

O p w w o r k

\c r la

L N

P la n .d g n

53+40 TO 56+00

CLEETWOOD TRAIL - PLAN -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.28

"TRAIL"

Trail construction limits

CRATER LAKE

56+75 to 58+43 LT

Mechanically stabilized earth wall, welded wire face, see Section I for detai ls

See Section R for details

Remove and reset (large existing fuel tank and utility storage), 57+80 to 58+00 RT see Section R for details

Existing fuel line, see Section R for details

Existing fuel line, Top edge of trail

NOTE:

2. See sheet D.52 for "TRAIL" alignment curve data information.

1. See sheets D.33-51 for "TRAIL" profile information.

10 200510

Scale in feet

:1 u ly

L E

E T

W O

O D

T R

L A

O p w w o r k

\c r la

L N

P la n .d g n

56+00 TO 58+60

CLEETWOOD TRAIL - PLAN -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.29

CRATER LAKE

Line to be constructed

"TRAIL"

Trail construction limits see Section R for details

Existing fuel line, see Section R for details

Existing fuel line, Top edge of trail see Section R for details

Existing inline piping connnection manhole, 60+20

Large rocks

NOTE:

2. See sheet D.52 for "TRAIL" alignment curve data information.

1. See sheets D.33-51 for "TRAIL" profile information.

10 200510

Scale in feet

:1 u ly

L E

E T

W O

O D

T R

L A

O p w w o r k

\c r la

L N

P la n .d g n

58+60 TO 60+40

CLEETWOOD TRAIL - PLAN -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.30

"TRAIL"

Trail construction limits

CRATER LAKE

see Section S for details Fixed Pier Struction, see Section T for details Floating Dock System, see Section P for details

(concessionaire building), Building, support building

61+17 to 61+33 LT see Section R for details

Remove and reset (small existing fuel tank), 60+90 LT see Section R for details

Existing fuel line, see sheet D.55 for details

Line to be constructed, "Marina pathway"

Top edge of trail see sheet D.58 for plan and profile Removal of existing bulkhead marina, NOTE:

2. See sheet D.52 for "TRAIL" alignment curve data information.

1. See sheets D.33-51 for "TRAIL" profile information.

10 200510

Scale in feet

126060

1 6

:4 u ly

L E

E T

W O

O D

T R

L A

O p w w o r k

\c r la

L N

P la n .d g n

60+40 TO 62+80

CLEETWOOD TRAIL - PLAN -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.31

"TRAIL"

Trail construction limits

See Section Y for details

Existing restroom, do not disturb

Existing gauging system, CP

see Section I for details

Rockery (dry stack, 2V:1H), 63+95 to 64+38 LT

Top edge of trail see sheet C.1 for details

End typical section, 64+50

NOTE:

2. See sheet D.52 for "TRAIL" alignment curve data information.

1. See sheets D.33-51 for "TRAIL" profile information.

10 200510

Scale in feet

END PROJECT

64+66.60

OR NPS CRLA 2018(1)

El= Match Existing (6,190.67)

E= 4495960.507

N= 481150.563

:2 u ly

L E

E T

W O

O D

T R

L A

.6 p w w o r k

\c r la

L N

P la n .d g n

62+80 TO 64+66.60

CLEETWOOD TRAIL - PLAN -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.32

Profile grade

Existing ground

BEGIN PROJECT

10+00 11+0011+00 12+00 13+00

6,720 6,720

6,730 6,730

6,740 6,740

6,750 6,750

6,760 6,760

6,770 6,770

6,780 6,780

6,790 6,790

6,800 6,800

6,810 6,810

6,820 6,820

6,830 6,830

6,840 6,840

6,850 6,850

6,860 6,860

6,870 6,870

6,880 6,880

6,890 6,890

-26.405%

-15.500%

-14.000%

-12.700%

' VC20

2K =

'34.02HLSD =

' VC35

23K =

'INFHLSD =

' VC30

23K =

'INFHLSD =

' VC50

13K =

'144.17HLSD =

"TRAIL" 10+48.00

E= 4497630.963

N= 482506.946

:2 u ly

L E

E T

W O

O D

T R

R O

O p w w o r k

\c r la

L N

D p r o f il e .d g n

10+48 TO 13+00

CLEETWOOD TRAIL - PROFILE -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.33

13+00 14+00 15+00 16+00

6,680 6,680

6,690 6,690

6,700 6,700

6,710 6,710

6,720 6,720

6,730 6,730

6,740 6,740

6,750 6,750

6,760 6,760

6,770 6,770

6,780 6,780

6,790 6,790

6,800 6,800

6,810 6,810

6,820 6,820

6,830 6,830

6,840 6,840

6,850 6,850

-2.200% -5.300%

-22.600%

-9.800%

-14.500%

-8.900%

' VC20

6.45K =

'116.14SSD =

' VC10

0.58K =

'24.07SSD =

' VC10

2.13K =

'75.04SSD =

' VC30

4K =

'60.74HLSD =

' VC20

2K =

'29.84HLSD =

:4 u ly

L E

E T

W O

O D

T R

R O

O p w w o r k

\c r la

L N

D p r o f il e .d g n

13+00 TO 16+00

CLEETWOOD TRAIL - PROFILE -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.34

16+00 17+00 18+00 19+00

6,640 6,640

6,650 6,650

6,660 6,660

6,670 6,670

6,680 6,680

6,690 6,690

6,700 6,700

6,710 6,710

6,720 6,720

6,730 6,730

6,740 6,740

6,750 6,750

6,760 6,760

6,770 6,770

6,780 6,780

6,790 6,790

6,800 6,800

6,810 6,810

6,820 6,820

-8.800%

-16.200%

-14.500%

-16.200%

' VC30

4.05K =

'59.58SSD =

' VC40

7K =

'79.69HLSD =

:4 u ly

L E

E T

W O

O D

T R

R O

O p w w o r k

\c r la

L N

D p r o f il e .d g n

16+00 TO 19+00

CLEETWOOD TRAIL - PROFILE -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.35

19+00 20+00 21+00 22+00

6,610 6,610

6,620 6,620

6,630 6,630

6,640 6,640

6,650 6,650

6,660 6,660

6,670 6,670

6,680 6,680

6,690 6,690

6,700 6,700

6,710 6,710

6,720 6,720

6,730 6,730

6,740 6,740

6,750 6,750

6,760 6,760

6,770 6,770

6,780 6,780

-8.200%

-6.100%

-20.600%

-3.703%

-14.800%

' VC40

3.60K =

'49.74SSD =

' VC50

3.73K =

'49.77SSD =

' VC50

4K =

'48.14HLSD =

' VC25

6K =

'93.30HLSD =

' VC30

3K =

'47.66HLSD =

:2 u ly

L E

E T

W O

O D

T R

R O

O p w w o r k

\c r la

L N

D p r o f il e .d g n

19+00 TO 22+00

CLEETWOOD TRAIL - PROFILE -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.36

22+00 23+00 24+00 25+00

6,570 6,570

6,580 6,580

6,590 6,590

6,600 6,600

6,610 6,610

6,620 6,620

6,630 6,630

6,640 6,640

6,650 6,650

6,660 6,660

6,670 6,670

6,680 6,680

6,690 6,690

6,700 6,700

6,710 6,710

6,720 6,720

6,730 6,730

6,740 6,740

-19.500%

-14.300%

-11.400%

-11.000%

-17.800%

-19.500%

-20.700%

' VC25

2.69K =

'48.04SSD =

' VC25

3.68K =

'61.01SSD =

' VC25

5K =

'77.08HLSD =

' VC25

9K =

'205.70HLSD =

' VC30

3K =

'43.69HLSD =

:2 u ly

L E

E T

W O

O D

T R

R O

O p w w o r k

\c r la

L N

D p r o f il e .d g n

22+00 TO 25+00

CLEETWOOD TRAIL - PROFILE -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.37

25+00 26+00 27+00 28+00

6,510 6,510

6,520 6,520

6,530 6,530

6,540 6,540

6,550 6,550

6,560 6,560

6,570 6,570

6,580 6,580

6,590 6,590

6,600 6,600

6,610 6,610

6,620 6,620

6,630 6,630

6,640 6,640

6,650 6,650

6,660 6,660

6,670 6,670

6,680 6,680

6,690

-15.200%

-22.800%

-12.800%

-22.800%

' VC70

9.21K =

'78.92SSD =

' VC25

10K =

'274.05HLSD =

' VC30

3K =

'42.72HLSD =

:2 u ly

L E

E T

W O

O D

T R

R O

O p w w o r k

\c r la

L N

D p r o f il e .d g n

25+00 TO 28+00

CLEETWOOD TRAIL - PROFILE -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.38

28+00 29+00 30+00 31+00

6,460 6,460

6,470 6,470

6,480 6,480

6,490 6,490

6,500 6,500

6,510 6,510

6,520 6,520

6,530 6,530

6,540 6,540

6,550 6,550

6,560 6,560

6,570 6,570

6,580 6,580

6,590 6,590

6,600 6,600

6,610 6,610

6,620 6,620

6,630 6,630

-15.200%

-16.200%

-17.000%

-12.800%

-16.200%

7' VC40

16.67K =

'157.28SSD =

' VC50

50.00K =

'354.30SSD =

' VC25

31.25K =

'423.92SSD =

:1 u ly

L E

E T

W O

O D

T R

R O

O p w w o r k

\c r la

L N

D p r o f il e .d g n

28+00 TO 31+00

CLEETWOOD TRAIL - PROFILE -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.39

31+00 32+00 33+00 34+00

6,410 6,410

6,420 6,420

6,430 6,430

6,440 6,440

6,450 6,450

6,460 6,460

6,470 6,470

6,480 6,480

6,490 6,490

6,500 6,500

6,510 6,510

6,520 6,520

6,530 6,530

6,540 6,540

6,550 6,550

6,560 6,560

6,570 6,570

6,580 6,580

6,590 6,590

-24.000%

-12.900%

-2.999%

-17.000%

-14.600%

' VC25

2.66K =

'47.73SSD =

' VC25

10K =

'354.42HLSD =

' VC10

1K =

'27.43HLSD =

' VC25

3K =

'39.77HLSD =

:1 u ly

L E

E T

W O

O D

T R

R O

O p w w o r k

\c r la

L N

D p r o f il e .d g n

31+00 TO 34+00

CLEETWOOD TRAIL - PROFILE -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.40

34+00 35+00 36+00 37+00

6,370 6,370

6,380 6,380

6,390 6,390

6,400 6,400

6,410 6,410

6,420 6,420

6,430 6,430

6,440 6,440

6,450 6,450

6,460 6,460

6,470 6,470

6,480 6,480

6,490 6,490

6,500 6,500

6,510 6,510

6,520 6,520

6,530 6,530

6,540 6,540

-17.100%

-18.900%

-15.000%

-2.999%

-17.100%

' VC25

1.77K =

'35.90SSD =

' VC50

27.78K =

'208.18SSD =

' VC10

2.86K =

'99.07SSD =

' VC30

8K =

'120.62HLSD =

:1 u ly

L E

E T

W O

O D

T R

R O

O p w w o r k

\c r la

L N

D p r o f il e .d g n

34+00 TO 37+00

CLEETWOOD TRAIL - PROFILE -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.41

37+00 38+00 39+00 40+00

6,340 6,340

6,350 6,350

6,360 6,360

6,370 6,370

6,380 6,380

6,390 6,390

6,400 6,400

6,410 6,410

6,420 6,420

6,430 6,430

6,440 6,440

6,450 6,450

6,460 6,460

6,470 6,470

6,480 6,480

6,490 6,490

6,500 6,500

6,510 6,510

-16.700%

+1.400% -1.500%

-7.000%

-9.000% -9.100%

' VC30

3.09K =

'49.03SSD =

' VC10

0.95K =

'36.34SSD =

' VC50

4K =

'50.25HLSD =

' VC10

1K =

'40.14HLSD =

' VC20

2K =

'35.16HLSD =

' VC30

4K =

'53.71HLSD =

:1 u ly

L E

E T

W O

O D

T R

R O

O p w w o r k

\c r la

L N

D p r o f il e .d g n

37+00 TO 40+00

CLEETWOOD TRAIL - PROFILE -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.42

40+00 41+00 42+00 43+00

6,320 6,320

6,330 6,330

6,340 6,340

6,350 6,350

6,360 6,360

6,370 6,370

6,380 6,380

6,390 6,390

6,400 6,400

6,410 6,410

6,420 6,420

6,430 6,430

6,440 6,440

6,450 6,450

6,460 6,460

6,470 6,470

6,480 6,480

6,490 6,490

-16.000%

-0.284%

-1.500%

-16.000%

' VC40

2.76K =

'42.78SSD =

' VC90

6K =

'59.07HLSD =

:1 u ly

L E

E T

W O

O D

T R

R O

O p w w o r k

\c r la

L N

D p r o f il e .d g n

40+00 TO 43+00

CLEETWOOD TRAIL - PROFILE -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.43

43+00 44+00 45+00 46+00

6,300 6,300

6,310 6,310

6,320 6,320

6,330 6,330

6,340 6,340

6,350 6,350

6,360 6,360

6,370 6,370

6,380 6,380

6,390 6,390

6,400 6,400

6,410 6,410

6,420 6,420

6,430 6,430

6,440 6,440

6,450 6,450

6,460 6,460

6,470 6,470

+4.750% -5.032% +4.397% -16.249%

+4.397%

-16.249%

' VC20

2.04K =

'43.64SSD =

' VC40

1.94K =

'35.77SSD =

' VC20

4K =

'76.24HLSD =

' VC20

2K =

'38.33HLSD =

' VC50

5K =

'57.70HLSD =

:1 u ly

L E

E T

W O

O D

T R

R O

O p w w o r k

\c r la

L N

D p r o f il e .d g n

43+00 TO 46+00

CLEETWOOD TRAIL - PROFILE -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.44

46+00 47+00 48+00 49+00

6,280 6,280

6,290 6,290

6,300 6,300

6,310 6,310

6,320 6,320

6,330 6,330

6,340 6,340

6,350 6,350

6,360 6,360

6,370 6,370

6,380 6,380

6,390 6,390

6,400 6,400

6,410 6,410

6,420 6,420

6,430 6,430

6,440 6,440

6,450 6,450

-6.994%

-1.500%

-8.500%

-1.500%

' VC30

4.29K =

'62.02SSD =

' VC40

7K =

'82.80HLSD =

:1 u ly

L E

E T

W O

O D

T R

R O

O p w w o r k

\c r la

L N

D p r o f il e .d g n

46+00 TO 49+00

CLEETWOOD TRAIL - PROFILE -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.45

49+00 50+00 51+00 52+00

6,250 6,250

6,260 6,260

6,270 6,270

6,280 6,280

6,290 6,290

6,300 6,300

6,310 6,310

6,320 6,320

6,330 6,330

6,340 6,340

6,350 6,350

6,360 6,360

6,370 6,370

6,380 6,380

6,390 6,390

6,400 6,400

6,410 6,410

6,420 6,420

6,430 6,430

-16.000%

-16.300%

-8.500%

-16.000%

-10.400%

' VC50

6.67K =

'69.06SSD =

' VC25

4.24K =

'68.37SSD =

' VC25

4K =

'70.29HLSD =

:1 u ly

L E

E T

W O

O D

T R

R O

O p w w o r k

\c r la

L N

D p r o f il e .d g n

49+00 TO 52+00

CLEETWOOD TRAIL - PROFILE -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.46

52+00 53+00 54+00 55+00

6,210 6,210

6,220 6,220

6,230 6,230

6,240 6,240

6,250 6,250

6,260 6,260

6,270 6,270

6,280 6,280

6,290 6,290

6,300 6,300

6,310 6,310

6,320 6,320

6,330 6,330

6,340 6,340

6,350 6,350

6,360 6,360

6,370 6,370

6,380 6,380

-14.500%

-25.270%

-16.300%

-4.700%

-14.500%

-11.500%

' VC20

2.04K =

'43.62SSD =

' VC30

2.79K =

'45.85SSD =

' VC20

2K =

'32.15HLSD =

' VC30

2K =

'34.12HLSD =

:1 u ly

L E

E T

W O

O D

T R

R O

O p w w o r k

\c r la

L N

D p r o f il e .d g n

52+00 TO 55+00

CLEETWOOD TRAIL - PROFILE -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.47

55+00 56+00 57+00 58+00

6,160 6,160

6,170 6,170

6,180 6,180

6,190 6,190

6,200 6,200

6,210 6,210

6,220 6,220

6,230 6,230

6,240 6,240

6,250 6,250

6,260 6,260

6,270 6,270

6,280 6,280

6,290 6,290

6,300 6,300

6,310 6,310

6,320 6,320

6,330 6,330

-24.151%

-20.423%

-24.151%

' VC150

16.81K =

'105.85SSD =

' VC50

13.41K =

'113.85SSD =

' VC100

7K =

'68.91HLSD =

:2 u ly

L E

E T

W O

O D

T R

R O

O p w w o r k

\c r la

L N

D p r o f il e .d g n

55+00 TO 58+00

CLEETWOOD TRAIL - PROFILE -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.48

58+00 59+00 60+00 61+00

6,110 6,110

6,120 6,120

6,130 6,130

6,140 6,140

6,150 6,150

6,160 6,160

6,170 6,170

6,180 6,180

6,190 6,190

6,200 6,200

6,210 6,210

6,220 6,220

6,230 6,230

6,240 6,240

6,250 6,250

6,260 6,260

6,270 6,270

6,280 6,280

6,290 6,290

-10.439%

-17.196%

-0.000%

-10.439%

-9.582%

' VC20

2.96K =

'58.79SSD =

' VC20

3K =

'47.21HLSD =

' VC20

2K =

'37.79HLSD =

:2 u ly

L E

E T

W O

O D

T R

R O

O p w w o r k

\c r la

L N

D p r o f il e .d g n

58+00 TO 61+00

CLEETWOOD TRAIL - PROFILE -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.49

61+00 62+00 63+00 64+00

6,110 6,110

6,120 6,120

6,130 6,130

6,140 6,140

6,150 6,150

6,160 6,160

6,170 6,170

6,180 6,180

6,190 6,190

6,200 6,200

6,210 6,210

6,220 6,220

6,230 6,230

6,240 6,240

6,250 6,250

6,260 6,260

6,270 6,270

6,280 6,280

+13.865

-0.000%

+13.865

' VC160

6.35K =

'64.71SSD =

' VC20

1K =

'27.99HLSD =

:2 u ly

L E

E T

W O

O D

T R

R O

O p w w o r k

\c r la

L N

D p r o f il e .d g n

61+00 TO 64+00

CLEETWOOD TRAIL - PROFILE -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.50

END PROJECT

64+00

6,110 6,110

6,120 6,120

6,130 6,130

6,140 6,140

6,150 6,150

6,160 6,160

6,170 6,170

6,180 6,180

6,190 6,190

6,200 6,200

6,210 6,210

6,220 6,220

6,230 6,230

6,240 6,240

6,250 6,250

6,260 6,260

6,270 6,270

6,280 6,280

-11.349%

EL= Match Existing (6190.67)

E= 4495960.507

N= 481150.563

"TRAIL" 64+66.60

:2 u ly

L E

E T

W O

O D

T R

R O

O p w w o r k

\c r la

L N

D p r o f il e .d g n

64+00 TO 64+67

CLEETWOOD TRAIL - PROFILE -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.51

:3 u ly

N M

E N

T C

U R

V E

D A

T A

B L

T R

p w w o r k

\c r la

L N

C u r v e D a ta

T a b le s .d g n

TRAIL

ALIGNMENT CURVE DATA TABLE -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.52

1+00 to 1+32 LT

Soil nail r etaining w all, see Sectio n I for det ails

Line to be constructed

"WALL 14+54LT"

Trail construction limit

1+32 to 1+40 LT

Rockery (dry stack, 8V:1H), see Section I for details

Line to be constructed

"TRAIL"

Top edge of trail

Existing ground

Profile grade

S7 7°

'25

S36°30'44"E

P O

0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30

6,755 6,755

6,760 6,760

6,765 6,765

6,770 6,770

6,775 6,775

6,780 6,780

6,785 6,785

6,790 6,790

6,795 6,795

-2.014% -4.404%

' VC20

8.37K =

'147.71SSD =

"WALL14+54LT" 1+39.88

OR NPS CRLA 2018(1)

END ALIGNMENT

"WALL14+54LT" 1+00.00

BEGIN ALIGNMENT

:0 u ly

L A

N A

N D

P R

O F

L L

T O p w w o r k \d

\c r la

L N

W a ll

T .d g n

WALL14+54 LT - 1+00 TO 1+40

PLAN AND PROFILE -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.53

3+00 to 3+22 LT

Soil nail retaining wall, see Section I for details

Line to be constructed

"WALL 17+95LT"

Trail construction limit Line to be constructed

"TRAIL"

Top edge of trail

Profile grade

Existing ground

S58°16'07"E

P O

2+60 2+70 2+80 2+90 3+00 3+10 3+20

6,710 6,710

6,715 6,715

6,720 6,720

6,725 6,725

6,730 6,730

6,735 6,735

6,740 6,740

6,745 6,745

-10.000%

"WALL17+95LT" 3+00.00

"WALL17+95LT" 3+22.00

:1 u ly

L A

N A

N D

P R

O F

L T

O p w w o r k \d

\c r la

L N

W a ll

T .d g n

WALL17+95 LT - 3+00 TO 3+22

PLAN AND PROFILE -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.54

"MARINA"

Trail construction limit

Line to be constructed

"TRAIL"

see Section P for details

(concessionaire building), Building, support building

61+17 to 61+33 LT

Existing ground

Profile grade

1+00 1+50 2+00

6,178 6,178

6,180 6,180

6,182 6,182

6,184 6,184

-1 .2

%6 ,1

2+50

6,170 6,170

6,172 6,172

6,174 6,174

6,176 6,176

6,178 6,178

-1 .2

"MARINA" 2+70.00

"MARINA" 2+00.00

:5 u ly

L A

N A

N D

P R

O F

A R

A t o p w

-w o rk \d

\c rl a

P L

A R

.d g n

2+00 TO 2+80

PLAN AND PROFILE - MARINA -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.55

N see Section T for details

Floating Dock System, see Section S for details

Fixed Pier Structure, Trail construction limit see Section P for details

(concessionaire building), Building, support building

61+17 to 61+33 LT see Sheet D.55 for details

Line to be constructed, "MARINA" see Sheet D.56 for details

Line to be constructed, "RIPRAP" see Sheets D.15-52 for details

Line to be constructed, "TRAIL"

:1 u ly

A R

G R

A D

P L p w w o r k

\c r la

L N

G r a d in g

P la n .d g n

MARINA GRADING PLAN

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.57

see Section T for details

Floating Dock System, see Section S for details

Fixed Pier Structure, Trail Construction Limit see Section P for details

(concessionaire building), Building, support building

61+17 to 61+33 LT see Sheet D.56 for details

Line to be construction, "RIPRAP see Sheet D.55 for details

Line to be construction, "MARINA"

Line to be construction

"REGRADED"

see Section R for details

Existing fuel line, see Sheet D.15-52 for details

Line to be construction, "TRAIL"

S21°52'09"W

P O

0 15

-2+00 -1+50 -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00

6,172 6,172

6,174 6,174

6,176 6,176

6,178 6,178

6,180 6,180

6,182 6,182

6,184 6,184

6,186 6,186

6,188 6,188

+0.000% +0.000%

"REGRADED" 1+40.00

"REGRADED" 0+00.00

:3 u ly

L A

N A

N D

P R

O F

E G

R A

D E

T O p w

-w o rk \d

\c rl a

P L

E M

O V

A L

.d g n

0+00 TO 1+40

PLAN AND PROFILE - REGRADED -

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) D.58

GPS

10008

GPS

10008

SG19-01

US9

US8

US7

US1

US2

US3-B

US4

US5

US6

US3-A

LEGEND

Unstable Slope area No. 2

Unstable Slope area No. 1

Unstable Slope area No. 7

Unstable Slope area No. 6

Unstable Slope area No. 5

Unstable Slope area No. 9

Unstable Slope area No. 8

Unstable Slope area No. 4

Unstable Slope area No. 3-B

Unstable Slope area No. 3-A

Rockfall limits

Turbidity curtain

Edge of water

100 200050100

Scale in feet

EAST R

DRIV

E see Section F and J for details trailhead parking lot, Cleetwood cove

Line to be constructed

CRATER LAKE

BEGIN PROJECT

10+48.00

OR NPS CRLA 2018(1)

END PROJECT

64+66.60

OR NPS CRLA 2018(1)

Flow of Rockfall

7 4

:4 u ly

E R

O S

A N

D S

E D

N T

C O

N T

R O

L P

L p w w o r k

\c r la

P L

E .d g n

CONTROL PLAN

SOIL EROSION AND SEDIMENT

STATE PROJECT

NUMBER

SHEET

OR NPS CRLA 2018(1) E.2

PLAN VIEW - INSTALLATION FOR PILE WORK

Clear water

Turbid water

Clear water

TYPE 1

USAGE CHART

TYPE 2

Existing shoreline (typ.)

PLAN VIEW - INSTALLATION FOR SHORELINE WORK

connection rope and grommits

-inch polypropylene 8

NOTES:

(galvanized) (typ.)

-inch ballast chain 16

FLOATING TURBIDITY CURTAINS

D e p th

S e e N o te

D e p th D e p th

Nylon reinforced vinyl

Channel bottom

Nylon reinforced vinyl

(6-inch equivalent) Supporting flotation

(8-inch equivalent) Supporting flotation load lines with heavy vinyl coating -inch dual galvanized wire rope16

(galvanized) (typ.)

-inch ballast chain 16

(12-inch equivalent) Supporting flotation

(galvanized) (typ.)

-inch ballast chain 8

Construction area

TYPE

(FT/S)

CURRENT

MAXIMUM

0.0

3.5

5.0

ADDITIONAL CONDITIONS

No Wave/Wind/Tidal Action

Moving Water (One Direction)

SEE NOTE 9

TYPE 3

(metal collar reinforced)

Slotted PVC connector pipe connectors (tool free disconnect) (18,400 lbs. breaking strength) with galvanized

-inch vinyl sheathed EAW steel cables 16

2 each grommet connection polypropylene rope and

Slotted connector pipe or

Water surface elevation (WSL)

10.

12" (min.)

m a x

See Note 7 flotation (typ.)

Mooring line with supporting

See Note 7 supporting flotation (typ.)

Mooring line with

See Note 6 Land anchoring disperse sediment into adjacent body of water.

to removing the floating turbidity curtains. Do not

Remove captured sediment behind the curtain prior recommendations and as approved by the CO.

turbidity curtains according to the manufacturer's as directed by the CO. Furnish and install Type 3 tidal actions are present, use Type 3 turbidity curtains

In areas subject to wind and wave actions or where present.

water (to the channel bottom) unless tidal actions are reinforced vinyl fabric through the entire depth of the

For Type 1 and 2 turbidity curtains, extend the nylon afloat under normal load conditions.

securely attached and is sufficiently buoyant to remain line for mooring system. Ensure the mooring line is inch nylon rope for adjustment2

Furnish minimum sediment may enter into the water body.

such as trees or…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 16, 2024.