WA_PRA_MORA_14(7)_Plan_Set_Aug_27_2015.pdf

PDF 19 MB Posted Sep 10, 2015

Attached to: WA PRA MORA 14(7), Nisqually to Paradise Road, Phase II
Solicitation number: DTFH70-15-B-00019
Issued by: Department of Transportation Federal Highway Administration

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From the source

Preliminary Plans

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File	Type	Posted
BidSum_Nisqually.pdf	PDF	Apr 6, 2016
Q A_0330.pdf	PDF	Mar 30, 2016
A001_WA_PRA_MORA_14(7).pdf	PDF	Mar 28, 2016
Geotech_Report _PH-II _GM05-14.pdf	PDF	Mar 28, 2016
Q A_0328.pdf	PDF	Mar 28, 2016
Geotech_Report _PH-II _GM05-14.pdf	PDF	Mar 28, 2016
Q A_0324.pdf	PDF	Mar 24, 2016
Geotechnical_Physical_Data_R.pdf	PDF	Mar 3, 2016
SWPPP_Nisqually_to_Paradise_Road_Phase_II _WA_PRA-MORA_14(7).pdf	PDF	Mar 3, 2016
Plans_Nisqually.pdf	PDF	Mar 3, 2016
Plan_Request_form_Nisqually.pdf	PDF	Mar 3, 2016
IFB_Nisqually.pdf	PDF	Mar 3, 2016
Preliminary-Letter-NPII.pdf	PDF	Sep 10, 2015
PROJECT_DESCRIPTION.pdf	PDF	Sep 10, 2015

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SPECIFICATION:

Projects, FP-14 US Customary Units of Roads and Bridges on Federal Highway

Standard Specifications for Construction

PROJECT MANAGER

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PLANS PREPARED BY

COMMITMENT TO EXCELLENCE

FEDERAL LANDS HIGHWAY

Project Location

BRITISH COLUMBIA

I D

A H

OREGON

UNITED STATES

CANADA

A C I F I C

O C

A E

N tS rait ofJuan deFuca

MBIA R

VERI

COLU B

I A

V R I

E R

Lakes

Banks

Lakes

Moses

Reservoir

Potholes

OLYMPIC

NATIONAL

PARK

MOUNT

RAINIER

N.P.

MOUNT

ST. HELENS

NAT'L VOLC.

MON.

NORTH

CASCADES

NATIONAL

PARK

BELLINGHAM

Forks

Aberdeen

Chehalis

Longview

OLYMPIA

TACOMA

SEATTLE

EVERETT

Wenatchee

Lake

Moses

SPOKANE

Pullman

Pasco

RICHLAND

Kennewick Walla Walla

ANGELES

PORT

Townsend

Port Vernon

Mt.

VANCOUVER

WASHINGTON KEY MAP

YAKIMA

u n d o S t e g u

MOUNT RAINIER NATIONAL PARK

NATIONAL PARK SERVICE

U. S. DEPARTMENT OF THE INTERIOR

PLANS FOR PROPOSED PROJECT

Pass

Cayuse Pass

Chinook

Enumclaw

Buckley

Carbonado

Ashford

Packwood

Cliffdell

PIERCE

LEWIS

YAKIMA

FOREST

NATIONAL

WENATCHEE

PARK

NATIONAL

MT. RAINIER

25201510505

SCALE IN MILES

NATIONAL

PARK

SERVICE

Department of the Interior

END PROJECT

Longmire

Paradise

K. Loftsgaarden

BEGIN PROJECT

936+70 (MP 17.70)

344+80 (MP 6.50)

PHASE II

NISQUALLY TO PARADISE ROAD

NPS PMIS NO. 204771

WA PRA-MORA 14(7)

WASHINGTON

PIERCE AND LEWIS COUNTIES

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

e (max)

SADT 2012

0.060

40 MPH

<3,000

Roadway Stabilization, Stone Masonry, and Drainage.

Mill and Overlay, Grading, Base, Paving, A.1

STATE PROJECT

NUMBER

SHEET

PRA MORA 14(7)

m o r a a a .d g n

S S u r

C h e c k e d b y o u g a r T e a m e s ig n e d b y

APPROVED:

DATE

National Park Service

Regional Director, Pacific West Region, DATE

Western Federal Lands Highway Division

Director, Project Delivery, Mount Rainier National Park

Superintendent, Index to Sheets

See Sheet A.2 for

LENGTH 12.24 MILES

NPS PMIS No. 204771 NPS Drwg. No. 105/100684

PRELIM

ARY

Not for

C on str uc tio n

INDEX TO SHEETS

A.2

STATE PROJECT

WA PRA MORA 14(7)

m o r a a b .d g n

S I n t2 e c k e d b y u g a r T e s ig n e d b y

F. SOIL AND EROSION CONTROL

E. TURNOUTS AND PARKING AREAS

D. PLAN SHEETS

C. TYPICAL SECTIONS

B. SUMMARY OF QUANTITIES

A. GENERAL INFORMATION

J. PERMANENT TRAFFIC CONTROL

I. TEMPORARY TRAFFIC CONTROL

H. BRIDGE

G. DRAINAGE

F.3

F.2

F.1

E.12-13

E.11

E.9-10

E.6-8

E.5

E.4

E.3

E.2

E.1

D.2-23

D.1

C.6-7

C.5

C.4

C.3

C.2

C.1

B.1-5

A.4-5

A.3

A.2

A.1

SILT FENCE DETAILS

COIR LOG SEDIMENT BARRIER

TABULATION OF QUANTITIES

PARKING AREA DETAILS

STONE MASONRY GUARDWALL DETAILS

RICKSECKER POINT LOOP ROAD GUARDWALL

PARADISE COMPLEX PARKING AREAS

NUHUNTA FALLS PARKING AREA

NARADA FALLS PARKING AREA

CHRISTINE FALLS EAST PARKING AREA

TURNOUT SUMMARY

TABULATION OF QUANTITIES

PLAN SHEETS

TABULATION OF QUANTITIES

TYPICAL SECTION SUBEXCAVATION DETAILS

TYPICAL SECTION BASE REINFORCEMENT DETAILS

ROCK BUTTRESS DETAILS

TYPICAL SECTION DETAILS

TYPICAL SECTION

TYPICAL SECTION SUMMARY OF QUANTITIES

SUMMARY OF QUANTITIES

VICINITY MAPS

PLAN SYMBOLS AND ABBREVIATIONS

INDEX TO SHEETS

TITLE SHEET

J.9

J.8

J.7

J.6

J.5

J.3-4

J.1-2

I.4-10

I.2-3

I.1

H.7-8

H.2-6

H.1

G.15

G.9-14

G.8

G.7

G.6

G.1-5

PERMANENT SIGN INSTALLATION WOOD POSTS

PARADISE COMPLEX LODGE PARKING AREA

PARADISE COMPLEX MAIN PARKING AREA

PARADISE COMLEX LOWER PARKING AREA

NARADA FALLS PARKING AREA

PAVEMENT MARKING DETAILS

TABULATION OF QUANTITIES

WORK ZONE TRAFFIC CONTROL DETAILS

TEMPORARY TRAFFIC CONTROL PROJECT SIGNING

TABULATION OF QUANTITIES

EDITH CREEK BRIDGE DETAILS

NISQUALLY GLACIER BRIDGE DETAILS

GENERAL NOTES

STANDARD UNDERDRAIN

STANDARD DRAWINGS (602-1, 2, 3)

GUARDWALL DROP INLET

STONE MASONRY HEADWALL DETAILS

DRAINAGE DETAILS

TABULATION OF DRAINAGE QUANTITIES

PMIS Pkg. No. 204771 NPS Drwg. No. 105/100684

PRELIM

ARY

Not for

C on str uc

VICINITY MAP

Entrance Nisqually Longmire

Ohanapecosh

Entrance White River

White River

R O

A D

M O U N T R A I N I E R

C O W L I T

D I V I D

N A T I O N A L F O R E S T

G I F F O R D P I N C H O T

F O R E S T

N A T I O N A L

S N O Q U A L M I E

Canyon Box

Lake Tipsoo

Scale in miles

1 0 1 2 3 4

R.9.E R.10.E

M O U N T R A I N I E R N A T I O N A L P A R K T.15.N

T .1

.N m ile s

To Y ak am a m il e s

T o P a ck w o o d

14 miles

To Elbe

ESIRNUS

S N O Q U A L M E

N A T I O N A L

F O R E S T

M O U N T R A I N

I E R N A T I O

N A L P A R K

N A T I O N A L F O R E S T

G I F F O R D P I N C H O T

N A T I O N A L F O R E S T

S N O Q U A L M I E

N A T I O N A L

P A R K

M O U N T

R A I N I E R m il e s

T o E n u m c la w

Gate Entrance Canyon Stevens

T.14.N

R .9 .E

R .1

R .9 .E

R .1

T.15.N

T.14.N

Stevens Canyon Road

BEGIN PROJECT

344+80 (MP 6.50)

END PROJECT

936+70 (MP 17.7)

EDITH CREEK BRIDGE

A.4

STATE PROJECT

m o r a a c .d g n

S S u r

D e c k e d b y u g a r T e s ig n e d b y

(stockpile-storage site, see Sheet A.4) Kautz Creek Service Area

(stockpile-storage site, see Sheet D.23) Ricksecker Point Loop Road

(stockpile-storage site, see Sheet E.5) Nahunta Falls Parking Area Paradise

(stockpile-storage site, see Sheet D.6) Cougar Rock Picnic Area

S T

S E

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

PRELIM

ARY

Not for

C on str uc

PRELIM

ARY

Not for

C on str uc

Shoulder Travel lane Travel lane Shoulder

1' 1'11'

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

Existing ground

FOOTNOTE:

Profile grade this sheet

See safety edge detail on

11'

TYPICAL SECTION

ROAD

NISQUALLY TO PARADISE

Var ies

346+00 to 936+70

MAINLINE TYPICAL SECTION

Profile grade

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

Va rie s at STONE MASONRY GUARDWALL

MAINLINE TYPICAL SECTION

Extend to face of wall width varieswidth varies

Existing ground

Taper mill

Existing stone masonry guardwall

C.2

STATE PROJECT

m o r a c b .d g n

S I n t2

D e c k e d b y

C o u g a r T e s ig n e d b

Varies

-inch compacted depth2

10.3 to < 3 Million ESAL, 1

-inch Nominal Maximum Size Aggregate, 4 3-inch or 2

Asphalt Concrete Pavement, gyratory mix, -inch compacted depth2

10.3 to < 3 Million ESAL, 1

-inch Nominal Maximum Size Aggregate, 4 3-inch or 2

Asphalt Concrete Pavement, gyratory mix, surface prior to overlay

Tack coat, apply to existing surface prior to overlay

Tack coat, apply to existing

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

-inch compacted depth2

10.3 to < 3 Million ESAL, 1

-inch Nominal Maximum Size Aggregate, 4 3-inch or 2

Asphalt Concrete Pavement, gyratory mix, Existing stone masonry guardwall

Travel lane Travel laneExisting stone masonry curb milled surface prior to overlay

Tack coat, apply to existing

Use equipment for pavement milling per 413.02(a).

taper to existing grade 3 feet out from wall. Pay Item 41301-0000.

-inch depth at the wall and 2 1mill and remove pavement to a 1

At all masonry guardwall wall locations, as directed by the CO, flush to pavement surface.

Shoulder foreslope varies. Place compacted aggregate topsoil placement or to the extents of ditch cleaning, when directed by CO.

Construction limits are to the extents of shoulder aggregate

Aggregate topsoil course (typ.)

Apply mulching a depth of 4" as directed by CO

Mill existing pavement full width to width varies width varies at STONE MASONRY CURB

MAINLINE TYPICAL SECTION

SAFETY EDGE/SHOULDER SLOPE DETAIL

detail this Sheet

See safety edge/shoulder slope NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

PRELIM

ARY

Not for

C on str uc

NO SCALE

C.3

STATE PROJECT

PRA-MORA 14(7)

m o r a c c .d g n

S I n t2

D e c k e d b y u g a r T e s ig n e d b y

Repair width varies

DETAILS

TYPICAL SECTION

Existing pavement structure

Tack coat

PAVEMENT CONNECTION DETAIL

B e g in t a p e r

S a w c u t jo in t pavement

Existing

10'

Typical Section

See Mainline existing pavement or milled pavement

Tack coat, apply to width varies

M a in li n e s h o u ld e r

Turnout

TURNOUT SECTION

FOOTNOTE:

(Locations, as directed by CO)

PAVEMENT REPAIR TYPICAL SECTION

Va ri es

Existing ground

Existing stone masonry guardwall surface prior to overlay

Tack coat, apply to existing

TYPICAL SECTION

RICKSECKER POINT LOOP ROAD

Width varies

Var ies

Sawcut

1' min.

Varies

Existing pavement width varies o f p a v e m e n t

E x is ti n g e d g e

Recycled aggregate base, 8" compacted depth

Existing ground

Existing pavement

(See D Sheets for locations)

CURVE WIDENED SECTION

0.3 to <3 Million ESAL, 1-1/2" compacted depth

1/2-inch or 3/4-inch Nominal Maximum Size Aggregate, Asphalt Concrete Pavement, gyratory mix, Asphalt Concrete

Pavement

-inch compacted depth2

10.3 to < 3 million ESAL, 1

-inch nominal maximum size aggregate,4 3-inch or 2

Asphalt Concrete Pavement, gyratory mix, For Locations

See Sheet E.2

-inch compacted depth 2

10.3 to < 3 Million ESAL, 1

-inch Nominal Maximum Size Aggregate,4 3-inch or 2

Asphalt Concrete Pavement, gyratory mix, through transition

" depth2 1Taper mill to 1

Hot Asphalt Concrete Pavement, Type 2, 4" depth structure as directed by CO

Mill up to a depth of 3" of pavement

Aggregate topsoil course

Existing tapered milled section included in overlay.

Pavement connections are incidental to paving.

Use equipment for pavement milling per 413.02(a).

milled section Existing taper

See safety edge/shoulder slope detail on Sheet C.2 slope detail on Sheet C.2

See safety edge/shoulder

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684 between pavement lifts

Tack coat, apply

Tack coat

Wedge and Leveling Course, depth and location varies

Hot Asphalt Concrete Pavement, Type 2, paved surface prior to overlay Tack coat, apply to existing

Top of milled pavement

0.3 to < 3 Million ESAL, 11#2-inch compacted depth 1#2-inch or 3#4-inch Nominal Maximum Size Aggregate, Asphalt Concrete Pavement, gyratory mix, slope detail on Sheet C.2 See safety edge/shoulder

PRELIM

ARY

Not for

C on str uc

C.4

STATE PROJECT

PRA-MORA 14(7)

m o r a c g .d g n

S I n t2

D e c k e d b y u g a r T e s ig n e d b y

5 5 5

CROSS SECTION

CONSTRUCTION DETAIL

NOTES:

(NOT TO SCALE)

AVERAGE LONGEST DIMENSIONSTONE CLASS

(NOT TO SCALE)

48" - 54"

36" - 48"

28" - 36"

18" - 28"

12" - 18"

5 5 5 5

DETAILS

ROCKERY BUTTRESS

Rockery backfill is incidental to rockery buttress.

in the field by the CO.

Wall location and dimensions will be established gaps over 6".

stones as needed to maintain spacing and eliminate on at least two stones beneath it. Use smaller

Each larger stone (size 4-5) should bear firmly axis perpendicular to wall.

Place larger stones (size 4-5) with longest

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

Rockery backfill

W a ll h t.

v a r ie s to

PRELIM

ARY

Not for

C on str uc

NOTE:

FOOTNOTE:

Travel lane Travel lane Shoulder

Super %Super %

S h o u ld e r

11' 11' 1'

Existing subgrade

Finish grade

Mainline Typical Section

See Sheet C.2 for

BASE REINFORCEMENT

TYPICAL SECTIONS

PAVEMENT SECTION DETAIL

BASE REINFORCEMENT

Adjust slope to fit existing topography.

Match existing superelevation, or crown at 2%.

Place geogrid according to Section 207.

Width varies - See table

BASE REINFORCEMENT

TYPICAL SECTION

C.5

STATE PROJECT

m o r a c d .d g n

S I n t2

D e c k e d b y u g a r T e s ig n e d b y

"-inch compacted depth2 -1 0.3 to <3 Million ESAL, 1

3/4-inch Nominal Maximum Size Aggregate, Asphalt Concrete Pavement, 1/2-inch or

4-inch compacted depth

Hot Asphalt Concrete Pavement, Type 2, -inch compacted depth.2 1 5. Place Final pavement, 1 depth as temporary driving surface.

4. Place Hot Asphalt Concrete Pavement, 4-inch compacted

3. Place 8-inch of conserved recycled aggregate base.

2. Install geogrid.

recycled aggregate base.

1. Mill and conserve top 12-inch of pavement structure as follows:

Construction sequence for subgrade reinforcement areas as

Geogrid, stabilization

8-inch Compacted Depth

Recycled Aggregate Base, detail on Sheet C.2

See safety edge/shoulder slope

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

PRELIM

ARY

Not for

C on str uc

SUBEXCAVATION TRANSITION DETAIL

NOTE:

FOOTNOTE:

PROFILE

C.7

STATE PROJECT

WA PRA MORA 14(7)

m o r a c f.

d g n

S I n t2

D e c k e d b y u g a r T e s ig n e d b y

DETAILS

SUBEXCAVATION

Super Super Existing ground

Select Borrow, 15" compacted depth

1 1

Profile grade

S u b e x c a v a ti o n d e p th

Existing pavement grade

1 2:1

15" compacted depth

Select Borrow, TaperTaper

B E

G I N S

U B

E X

C A

V A

T I O

E N

D S

U B

E X

C A

V A

T I O

Width varies

Super Super Existing ground

Select Borrow, 15" compacted depth

1 1

Profile grade

S u b e x c a v a ti o n d e p th

Width varies

TYPICAL SECTION

TYPE 1 SUBEXCAVATION

TYPICAL SECTION

TYPE 2 SUBEXCAVATION

Wrap Geogrid

" compacted depth 2

10.3 to <3 Million ESAL, 1

-inch Nominal Maximum Size Aggregate, 4 3-inch or 2

Asphalt Concrete Pavement, gyratory mix, Type 2, 4" compacted depth

Hot Asphalt Concrete Pavement, Type 2, 4" compacted depth

Hot Asphalt Concrete Pavement, " compacted depth 2

10.3 to <3 Million ESAL, 1

-inch Nominal Maximum Size Aggregate, 4 3-inch or 2

Asphalt Concrete Pavement, gyratory mix, Pay LimitsPay Limits

Geogrid, Stabilization

Geotextile, Class 2, Type C

Separation-Stabilization

Geotextile, Class 2, Type C

Separation-Stabilization

Geogrid, Stabilization

Geotextile, Class 2, Type C

Separation-Stabilization Geogrid, Stabilization

8-inch compacted depth

Recycled aggregate base, 8-inch compacted depth

Recycled aggregate base, Place Geogrid according to Section 207.

Match existing superelevation.

geotextile is used.

Line all sides of excavation wherever separation-stabilization stream and culvert outfall.

install sediment logs every 10 feet downgrade of work until reaching

Where subexcavation work is within 50 feet of surface waters (streams), Saw cut all pavement joints.

quantities.

Quantities carried forward to typical section tabulation of

Transition tapers included in lengths shown for subexcavation.

edge/shoulder slope detail See Sheet C.2 for safety edge/shoulder slope detail See Sheet C.4 for safety

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

PRELIM

ARY

Not for

C on str uc

P ip e c u lv e rt

344+80 to 355+00

PLAN

BEGIN PROJECT

344+80

PHASE II

NISQUALLY TO PARADISE ROAD

WA PRA MORA 14(7)

Zone 5

Soil Isolation

Zone 4

Soil Isolation

348+48

FOOTNOTE:

PLAN LEGEND:

w/Stationing Existing Road Centerline

Existing Underground Power

Wetland Ditch

Stone Masonry Wall

Existing utility vault

Ditch reconditioning

Final ditch reconditioning locations to be determined by CO.

D.2

STATE PROJECT

J u ly

S S u r

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

C h e c k e d b y

D e s ig n e d b y

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

Pavement connection

PRELIM

ARY

Not for

C on str uc

P ip e c u lv e r t

" P ipe cu lve rt

P ip e c u lv e rt

30" Pipe culvert

378+17

P ip e c u lv e r t

?" Pipe culvert

369+

P ip e c u lv e rt

P ip e c u lv e r t

P ip e c u lv e r t p a r a lle l to r o a d

U n d e r d r in

355+00 to 390+00

PLAN

Existing utility vaults (2)

Ditch reconditioning 1

FOOTNOTE:

Ditch reconditioning 1

Turnout T-22

Turnout T-23 widening dimensions to be marked out by the CO.

See Sheet C.4 for curve widening typical section. Final curve

Final ditch reconditioning locations to be determined by CO.

259+40 to 361+90, RT

Construct 2' curve widening

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

D.3

STATE PROJECT

A u g u s t

S S u r

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

C h e c k e d b y

D e s ig n e d b y with 24" dia. culvert

Replace existing culvert

383+42

PRELIM

ARY

Not for

C on str uc

P ip e c u lv e r t

" Pip e cu lvert

" P ip e cu lv e rt

0 3

P ip e c u lv e r t

390+00 to 420+00

PLAN

Turnout T-24

Turnout T-25

Amphibian Protection Zone

FOOTNOTE:

1 See Section 107 for requirements.

Existing utility vaults

Unnamed perennial stream with 24" dia. culvert

Replace existing culvert

393+54

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

D.4

STATE PROJECT

A u g u s t

S S u r

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

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not for

C on str uc

420+00 to 450+00

PLAN

Turnout T-26

Turnout T-28

Turnout T-27Zone 6

Soil Isolation

438+24

Zone 5

Soil Isolation

Amphibian Protection Zone

FOOTNOTE:

1 See Section 107 for requirements.

Unnamed perennial stream

Existing utility vaults

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

D.5

STATE PROJECT

A u g u s t

S S u r

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

C h e c k e d b y

D e s ig n e d b y

P ip e c u lv e r t

P ip e c u lv e rt

" P ip e c u lv e rt

P ip e c u lv e r t

5 4

P ip e c u lv e rt

" P ip e c u lv e rt

PRELIM

ARY

Not for

C on str uc

48" Pipe culvert

447+33

P ip e c u lv e rt

?" Pipe culvert

466+04

P ip e c u lv e r t

" P ip e c u lv e rt

P ip e c u lv e r t

450+00 to 480+00

PLAN

Turnout T-30

Turnout T-29

Turnout T-31

NOTE:

CAMPGROUND

COUGAR ROCK

PICNIC AREA

COUGAR ROCK

Pavement connection

Existing utility vault

Ditch reconditioning

Ditch reconditioning 1

FOOTNOTE:

Final ditch reconditioning locations to be determined by CO.

Ditch reconditioning

Existing utility vaults cable present in culvert Existing communications

Picnic Area to be determined by the CO.

Location of the stockpile-storage site at the Cougar Rock

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

D.6

STATE PROJECT

A u g u s t

S S u r

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

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not for

C on str uc

P ip e c u lv e r t

" P ip e cu lv e rt

0 4

480+00 to 505+00

PLAN

Existing utility vault

Turnout T-32

Ditch reconditioning 1

FOOTNOTE:

widening dimensions to be marked out by the CO.

See Sheet C.4 for curve widening typical section. Final curve

Final ditch reconditioning locations to be determined by the CO.

Unnamed perennial stream

495+60 to 500+90, LT

Construct 2' curve widening headwall.

Construct stone masonry and install 24" dia. culvert.

Remove existing culvert

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

D.7

STATE PROJECT

A u g u s t

S S u r

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

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not for

C on str uc

P ip e c u lv e r t

24" Pipe culvert

513+

Pi pe c ul ve rt

24" Pip e c ulv ert

+57

505+00 to 525+00

PLAN

Turnout T-33

Existing utility vault

TRUMP CURVE

UPPER VAN

FOOTNOTE:

Ditch reconditioning 1 utility vault

Existing widening dimensions to be marked out by the CO.

See Sheet C.4 for curve widening typical section. Final curve

Final ditch reconditioning locations to be determined by CO.

2513+75 to 518+30, LT

Construct curve widening

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

D.8

STATE PROJECT

A u g u s t

S S u r

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

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not for

C on str uc

" P ip e cu lve rt

18" Pip e c ulv ert

+49

" P ip e cu lve rt

6724" Pipe culvert 537+2224" Pipe culvert

540+57

P ip e c u lv e r t

18" Pipe culv ert529+

P ip e c u lv e r t

24" Pipe culvert

566+

525+00 to 565+00

PLAN

Existing utility vault

TR ,03+265 ot 63+755

TL ,52+735 ot 00+525

Amphibian Protection Zone

FOOTNOTE:

Existing stone masonry guardwall

Ditch reconditioning 1

Comet Falls Trailhead Parking Turnout T-34

)ediw '01( noitavacxe buS 1 epyT

Type 1 Subexcavation (10' wide)

547+77 to 548+17, RT

Type 1 Subexcavation (10' wide)

549+79 to 550+50, RT

Type 1 Subexcavation (10' wide)

549+79 to 550+50, RT

Type 1 Subexcavation(10' wide)

552+50 to 553+50, RT

Type 1 Subexcavation (15' wide)

553+50 to554+10, RT

)ediw '01( noitavacxebuS 1 epyT

Type 2 Subexcavation (9' wide)

564+45 to 565+20, RT of rock buttress Approximate location stream

Unnamed perennial

538+40 to 541+60, RT Construct curve widening widening dimensions to be marked out by the CO.

See Sheet C.3 for curve widening typical section. Final curve

See Sheet C.4 for details.

Final location of rock buttress to be determined by the CO.

See Section 107 for requirements.

Final ditch reconditioning locations to be determined by CO. NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

D.9

STATE PROJECT

A u g u s t

S S u r

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

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not for

C on str uc

24" Pip e cu lver t

+24

24" Pip e cu lver t

+46

" P ip e cu lv e rt

P ip e c u lv e rt

P ip e c u lv e r t

24" Pipe culvert

581+33

" P ip e cu lv e rt

P ip e c u lv e r t

565+00 to 595+00

PLAN

CHRISTINE FALLS

Turnout T-35

Existing utility vault

Turnout T-37 t o

R T Base reinforcement (15' wide)

568+80 to 569+70, RT

Amphibian Protection Zone

FOOTNOTE:

1 See Section 107 for requirements.

for details

Sheet G.7 inlet. See

Install drop

See Sheet E.3

Christine Falls East Parking Lot

Turnout T-36

T y p e S u b e x c a v a ti o n w id e

Type 1 Subexcavation (10' wide)

569+80 to 570+95, RT

Type 1 Subexcavation (10' wide)

577+67 to 579+38, RT

Type 1 Subexcavation (10' wide)

579+77 to 580+85, RT

Type 1 Subexcavation (10' wide)

579+77 to 580+85, RT

591+16 to 592

+43, RT

Type 1 Su bexcavati on (10' w ide)

Creek

Van Trump

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

D.10

STATE PROJECT

A u g u s t

S S u r

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

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not for

C on str uc

P ip e c u lv e r t

595+00 to 620+00

PLAN

(See H Sh eets)NISQUALLY GLACIER BRIDGE

Amphibian Protection Zone

FOOTNOTE:

See Section 107 for requirements.1

See Sheet E.5

PARKING AREA

NAHUNTA FALLS

Unnamed perennial stream

Nisqually River

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

D.11

STATE PROJECT

A u g u s t

S S u r

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

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not for

C on str uc

P ip e c u lv e r t

R e p la c e w ith

P ip e c u lv e r t

R e p la c e w ith

P ip e c u lv e r t

0 6

620+00 to 650+00

PLAN

Turnout T-38

Existing utility vault

Amphibian Protection Zone

FOOTNOTE:

1 See Section 107 for requirements.

Base reinforcement (10' wide)

623+00 to 623+50, RT Base reinforcement (10' wide)

624+90 to 625+15, RT

626+28 to 627+90, RT

Base reinforce ment (10' wide)

Base reinforcement (10' wide)

628+30 to 628+90, RT

D.12

STATE PROJECT

A u g u s t

S S u r

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

C h e c k e d b y

D e s ig n e d b y

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

PRELIM

ARY

Not for

C on str uc

P ip e c u lv e r t

R e p la c e w ith

P ip e c u lv e r t

R e p la c e w ith

P ip e c u lv e r t

" P ip e c u lv e rt

R e p la c e w ith

" P ip e c u lv e rt p ip e c u lv e r t

R e p la c e w ith

P ip e c u lv e r t

P ip e c u lv e rt

R e p la c e w ith

P ip e c u lv e rt

650+00 to 675+00

PLAN

RICKSECKER POINT

Existing utility vault

Road, see Sheet D.23 Point Loop Ricksecker

Ditch reconditioning 1

FOOTNOTE:

1 Final ditch reconditioning locations to be determined by CO.

D.13

STATE PROJECT

A u g u s t

S S u r

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

C h e c k e d b y

D e s ig n e d b y

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

PRELIM

ARY

Not for

C on str uc

P ip e c u lv e r t

18" Pip e c ulv ert

+60

P ip e c u lv e r t

" P ip e c u lv e rt

0 6

675+00 to 705+00

PLAN

Base reinforcement (10' wide)

697+10 to 698+90, RT

Road, see Sheet D.23 Point Loop Ricksecker

Base reinforcement (20' wide)

692+35 to 695+00

Base reinforcement (20' wide)

696+40 to 697+10

Existing utility vaults

Base Reinforcement (20' wide)

705+00 to 705+50

Ditch reconditioning 1

FOOTNOTE:

new drop inlet.

Reshape adjacent ditch to achieve positive drainage to the

Final ditch reconditioning locations to be determined by CO.

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

D.14

STATE PROJECT

A u g u s t

S S u r

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

C h e c k e d b y

D e s ig n e d b y

See Sheet G.9

Install catch basin, type 1.

See Sheet G.9

Install catch basin, type 1.

PRELIM

ARY

Not for

C on str uc

P ip e c u lv e r t

P ip e c u lv e rt

" P ip e c u lv e rt

705+00 to 735+00

PLAN

N N

Turnout T-40

Turnout T-39

Zone 8

Soil Isolation

Zone 7

Soil Isolation

733+92

Base reinforcement (20' wide)

705+00 to 705+50

Existing utility vaults (2)

Ditch reconditioning 1

FOOTNOTE:

new drop inlet.

Reshape adjacent ditch to achieve positive drainage to the

Final ditch reconditioning locations to be determined by CO.

paving.

Taper mill along gutterline prior to

Existing stone masonry guardwall.

D.15

STATE PROJECT

A u g u s t

S S u r

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

C h e c k e d b y

D e s ig n e d b y

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

See Sheet G.9

Install catch basin, type 1.

See Sheet G.9

Install catch basin, type 1.

PRELIM

ARY

Not for

C on str uc

24" Pipe culvert

738+55

" P ip e c u lv e rt

24" Pipe culvert

749+30

18" Pipe culvert

749+87

" P ip e c u lv e rt

P ip e c u lv e rt

24" Pipe culvert 756+91

18" Pipe culv ert

760+01

735+00 to 760+00

PLAN

Turnout T-44

Turnout T-43

Turnout T-44

Turnout T-42

Turnout T-41 t o

R T

B a s e r e in fo rc e m e n t w id e

9+ t o

3+ R T

B as e re in fo rc em en t (2

0' w id e)

16+557 ot 54 +357 tnemecrofnier esaB

)ediw '02(

Base reinforcement (20' wide)

756+48 to 757+30

Base reinforcement (10' wide)

757+45 to 758+06, LT

Existing utility vaults (2)

FOOTNOTE:

Ditch reconditioning 1 and extend culvert

Relocate headwall

Final ditch reconditioning locations will be determined by CO.

stream

Unnamed perennial

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

D.16

STATE PROJECT

A u g u s t

S S u r

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

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not for

C on str uc

Pi pe c ul ve rt

P ip e c u lv e r t

4 1 P ip e c u lv e r t

18" Pipe culvert

769+

P ip e c u lv e rt

P ip e c u lv e r t

" P ip e c u lv e rt

P ip e c u lv e r t

(Perennial flow)

24" Pipe culvert

784+90

P e r e n n ia l flo w

P ip e c u lv e r t

760+00 to 785+00

PLAN

Turnout T-45

(See Sheet E.4)

PARKING AREA

NARADA FALLS

Turnout T-46

Amphibian Protection Zone

FOOTNOTE:

" d e p th

B e g in fu ll w id th m illin g

Base reinforcement (10' wide)

776+75 to 777+50, RT d e p th

E n d fu ll w id th m illin g

Existing utility vaults (2)

Existing utility vault

Existing utilities present in culvert

Existing utility vaults

See Sheet C.2 for typical section

See Section 107 for requirements.

FOOTNOTE:

of existing utility trench and place asphalt concrete, 4" compacted depth.

After milling operation, remove material in top 4"

See Sheet C.2 for typical section.

See Section 107 for requirements.

D.17

STATE PROJECT

A u g u s t

S S u r

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

C h e c k e d b y

D e s ig n e d b y

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

PRELIM

ARY

Not for

C on str uc

P ip e c u lv e r t

Pi pe c ul ve rt

P ip e c u lv e r t

" P ipe cu lve rt

Pi pe c ul ve rt

(Perennial flow)

24" Pipe culvert

784+90

P ip e c u lv e r t

P ip e c u lv e rt

P ip e c u lv e r t

" P ip e c u lv e rt

P ip e c u lv e rt

36" Pipe culv ert822+

24" Pipe cu lvert

826+04

785+00 to 835+00

PLAN

N Turnout T-50

Turnout T-47

Turnout T-48

Turnout T-49

+13 t o 83 3+90

(20 ' wid

e) Bas e re info rcement

823+68

Zone 9

Soil Isolation

Zone 8

Soil Isolation

Amphibian Protection Zone

FOOTNOTE:

Base reinforcement (20' wide)

833+90 to 835+00 connection

Pavement a d

C a n y o n

S te v e n s

Existing utility vaults (2)

Construct ditch side underdrain

Ditch reconditioning

0Ditch reconditioning and extend culvert

Relocate headwall by CO.

Final ditch reconditioning locations to be determined

Sheet G.11-14 for details.

Final underdrain location to be determined by CO. See

See Section 107 for requirements.

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

D.18

STATE PROJECT

A u g u s t

S S u r

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

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not for

C on str uc

P ip e c u lv e r t

" P ip e cu lv e rt

(P e re n n ia l flo w

" P ip e cu lv e rt

835+00 to 860+00

PLAN

Turnout T-51

Existing utility vaults (2)

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

D.19

STATE PROJECT

A u g u s t

S S u r

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

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not for

C on str uc

P ip e c u lv e r t

P ip e c u lv e rt

P ip e c u lv e r t

(Pe ren nia l flo w)

36" Pip e c ulv ert

+93

860+00 to 890+00

PLAN

Turnout T-52

Turnout T-53

Turnout T-54

05+368 ot 02+068

T R , 8 ot 00 +688 e di w '

1( t n e mecrofnier esaB

)edi w '02

( tne mecrofnier esaB

Pavement connection

Existing utility vaults (2)

Existing utility vault

Existing utility vaults (2)

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

D.20

STATE PROJECT

A u g u s t

S S u r

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

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not for

C on str uc

" P ip e c u lv e rt

P ip e c u lv e r t

" P ip e c u lv e rt

18" Pipe culvert

917+25

890+00 to 915+00

PLAN

Turnout T-55

Pavement connection

Existing utility vaults (2)

Unnamed perennial stream

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

D.21

STATE PROJECT

A u g u s t

S S u r

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

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not for

C on str uc

18" Pip e culve rt

912+42

24" Pipe culvert

915+92

P ip e c u lv e r t

915+00 to 936+70

PLAN

Pad mount tranformer

Zone 9

Soil Isolation

929+28

Zone 10

Soil Isolation

936+70

PHASE II

NISQUALLY TO PARADISE ROAD

WA PRA MORA 14(7)

END PROJECT

Existing utility vault

Existing utility vaults (2)

Pavement connection

See Sheet E.6

LOWER PARKING AREA

PARADISE COMPLEX

See Sheet E.7

LODGE PARKING AREA

PARADISE COMPLEX

Type 2 Subexcavation(15' wide)

935+25 to 935+45, LT

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

D.22

STATE PROJECT

A u g u s t

S S u r

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

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not for

C on str uc

Paved turnout

Existing stone masonry guardwall

0+00

POINT LOOP ROAD

RICKSECKER

54+44

POINT LOOP ROAD

RICKSECKER

BEGIN

END

turnout

Paved masonry guardwall stone End of existing masonry guardwall

End existing stone masonry guardwall

Begin existing stone

LOOP ROAD

RICKSECKER POINT

See Sheets E.9-10

Construct Ashlar guardwall.

stockpile location.

Ashlar stone masonry wall

Paved turnout.

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

D.23

STATE PROJECT

A u g u s t

S S u r

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

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not for

C on str uc

EAST PARKING AREA

CHRISTINE FALLS

Existing roadway centerline

Existing edge of pavement

Existing trail

N guardwall

Existing stone masonry

Remove and reset stone masonry curb

Sidewalk pavement joint

E.3

STATE PROJECT

J u n e

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

d u g a r T e

C h e c k e d b y

D e s ig n e d b y

See Sheet E.12 for details.

Construct sidewalk ramp.

Sheet E.12 for details.

Construct new asphalt sidewalk, see

Remove existing asphalt sidewalk.

Scale in feet

0 1010 20 30

Edge of travel lane

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

NOTE:

Saw cut all pavement.

See sheet C.2 for pavement structure.

PRELIM

ARY

Not for

C on str uc

E.4

STATE PROJECT

m o r a a .d g n

S S u r ft

D e c k e d b u g a r T e s ig n e d b y

PARKING AREA

NARADA FALLS

FOOTNOTE:

NOTE:

1- 1/ in ch d ep th

M ill p av em en t, -1 /2 i n ch d e p th

M ill p a v e m e n t, yrnosam enots teser dna evomeR llawdraug ralhsa

Pavement joint

Remove and reset stone masonry curb

12" CMP culvert.

with Type 6B inlet. Connect to existing Existing drop inlet, remove and replace

See Sheet J.4 for pavement marking details.

Concrete color to be "dark gray".

Saw cut all pavement.

before construction begins.

Submit final grading plan for approval by CO 7 days Confirm that all grades can be constructed as shown.

Remove existing asphalt sidewalk

Construct new asphalt sidewalk concrete sidewalk ramp parking stalls, accessible

Construct accessible

1-1/2 inch depth

Mill pavement, 3-feet out.

mill and remove pavement to a 2-inch depth, At existing stone mason wall and curbing locations, See Sheet E.11 for details.

See Sheet E.12 for details.

not to exceed 1.8% slope in any direction.

Accessible parking stall and adjacent access aisle

Scale in feet

0 2525 50 75 100

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

PRELIM

ARY

Not for

C on str uc

E.5 m o r a o g .d g n

S S u r

D e c k e d b u g a r T e s ig n e d b y

PARKING AREA

NAHUNTA FALLS

0 6

Edge of pavement and gutter to remain

Existing concrete curb in the field by the CO.

Extents of work to be determined

Type 2 Subexcavation area.

NOTE:

adjust to finish grade Existing drop inlet, Remove existing Asphalt sidewalk

Scale in feet

0 2525 50 75 100 by the CO.

Location for stockpile-storage to be determined transition prior to overlay.

Mill asphalt 1-1/2 inch depth. Taper mill along mainline to provide

CO.

Place aggregate topsoil in sidewalk removal area, as directed by taper to existing grade 3 feet out from existing curb.

Inch depth and 2

Along existing concrete curb and gutter, mill to 1

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

PRELIM

ARY

Not for

C on str uc

LOWER PARKING AREA

PARADISE COMPLEX

E.6

STATE PROJECT

m o r a e e .d g n

S S u r

D e c k e d b

M a d r s ig n e d b y

NPS PMIS. No. 204771 NPS Drwg. No.

concrete, 6-inch depth

Removal of pavement, Removal of curb and gutter, concrete

Full depth reclamation, method 2, 8-inch depth

Curb and gutter, concrete, 12-inch depth

Manhole adjustment

Inlet adjustment

Standard underdrain system

6 inches - Aggregate base grading D

(taper for connection to curb and gutter) Asphalt pavement milling, 1 inch depth

ESAL

maximum size aggregate, 0.3 TO <3 million gyratory mix, 1/2-inch or 3/4-inch nominal 4 inches - Asphalt concrete pavement, ESAL maximum size aggregate, 0.3 TO <3 million gyratory mix, 1/2-inch or 3/4-inch nominal 2 inches - Asphalt concrete pavement, Scale in feet

0 4040 80 120

NOTE:

See Sheet J.5 for pavement marking details.

Saw cut all pavement and concrete curbing.

31 45

PRELIM

ARY

Not for

C on str uc

E.7 m o r a e f.

d g n

S S u r

D e c k e d b y

.M a d s ig n e d b y

UPPER PARKING AREA

PARADISE COMPLEX

NPS PMIS. No. 204771 NPS Drwg. No.

ESAL

maximum size aggregate, 0.3 TO <3 million gyratory mix, 1/2-inch or 3/4-inch nominal 4 inches - Asphalt concrete pavement, Inlet adjustment

Manhole adjustment

Sidewalk, concrete

Remove and reset bollard post, see detail sheet E.12

Full depth reclamation, method 2, 8-inch depth

Removal of pavement, concrete, 6-inch depth

SEE SHEET E.

8Remove and reset historic markers

Scale in feet

0 4040 80 120

NOTE:

See Sheet J.6 for pavement marking details.

Saw cut all pavement and concrete curbing.

ENTE

CKSON

TOR

Abandon manhole and culverts (3)

38 38

PRELIM

ARY

Not for

C on str uc

E.8 m o r a e g .d g n

S S u r

D e c k e d b y

M a d s ig n e d b y

Scale in feet

0 4040 80

LODGE PARKING AREA

PARADISE COMPLEX

SEE SHEET E.

Pavement connection

PARADISE LODGEESAL

maximum size aggregate, 0.3 TO <3 million gyratory mix, 1/2-inch or 3/4-inch nominal

2 inches - Asphalt concrete pavement, island Existing

NOTE:

See Sheet J.7 for pavement marking details.

Saw cut all pavement and concrete curbing.

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

PRELIM

ARY

Not for

C on str uc

E.9 m o r a o v .d g n

S I n t2

D e c k e d b u g a r T e s ig n e d b y

NO SCALE

Edge of pavement

Existing ground

1020LEMCP_SG

Existing Ashlar guardwall concrete block barrier

Existing temporary

2.5' 2 .5

of pavement

Existing edge

B e g in G u a r d w a ll

E n d G u a r d w a ll

FOOTNOTE:

GUARDWALL

LOOP ROAD

RICKSECKER POINT

Existing Ashlar guardwall

Temporary concrete barrier

MSE WALL W/ASHLAR GUARDWALL

V r ie s

DETAIL A

Grade

Finished

Wire Tie (typ.) Mortar

Existing welded wire forms

Existing pavement structure

Existing MSE wall

Construct masonry guardwall with conserved stone.

See Detail A.

See Sheet D.23 conserved stone stockpile location.

by CO. Work is included in Pay Item 62013-2000.

Place topsoil in front of reconstructed wall, as directed

Triangle wire ties are included in Pay Item 62013-2000.

and alignment.

Vary mortar bed depth to attain correct guardwall height

See Sheet E.10 for masonry guardwall details.

11+44 to 12+08 (On existing MSE wall)

ASHLAR GUARDWALL DETAIL

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

PRELIM

ARY

Not for

C on str uc

E.10 m o r a o w .d g n

S I n t2

D e c k e d b y u g a r T e s ig n e d b y surface joint

Typical vertical surface joint

Typical horizontal

" (max.)16

1" (min.)

m a x m in

"8 m in m a x

ELEVATION VIEW

Stone

Low crenelation wall2

WIRE TIE CONNECTION

TRIANGLE WIRE TIE

10"

WIRE TIE IN JOINT DETAIL

Triangle wire tie

NOTE:

FOOTNOTE:

Varies do not cut.

When removing existing stone masonry, remove whole stones only, All stone masonry work subject to the requirements of Section 620.

conforming to ASTM A153 Class B-2.

" diameter galvanized steel triangle wire ties4 1Provide

NOT TO SCALE

Triangle wire tie stand of welded wire form

Attach wire tie to single to drain water shown. Slope joint and to the depth rounded surface

Rake and tool to a

High crenelation wall

Mortar

Stone masonry Guardwall

GUARDWALL DETAILS

LOOP ROAD

RICKSECKER POINT

Existing welded wire form

Existing geogrid

Existing welded wire form

Or approved equal.

Triangle wire ties are included in Pay Item 62013-2000.

each mortar joint.

Attach wire ties to welded wire form at 30" O.C. maximum, along at gutterline.

Final roadway grade

EXISTING STONE MASONRY GUARDWALL (Information only)

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

PRELIM

ARY

Not for

C on str uc

E.11 m o r a o j.

d g n

S S u r ft

D e c k e d b u g a r T e s ig n e d b y

High crenelation wall

Low crenelation wall roadway pavement Finished grade of

Stone masonry guardwall (repair limits)

Stone masonry guardwall

(repair limits)

Typical wall section - Repair areas as directed by CO

Missing stone

Crack in mortar joint

EXISTING ASHLAR GUARDWALL REPAIR TYPICAL

NARADA FALLS ASHLAR GUARDWALL TYPICAL

NOTE:

FOOTNOTE:

See sheet E.9 for mortar joint details.

stones.

whole stones only, creating an irregular seam. Do not cut existing existing wall. When removing existing stone masonry wall, remove

Create irregular joint where new or reset stone masonry joins

All stone masonry work subject to the requirements of Section 620.

-All stones exposed on top of wall, must be full depth of wall.

deepest point on any face.

-Do not use stones that have indentations greater than 2 inches at

-Generally uniform thickness. Do not use round cobbly shapes.

-Shapes are angular (square or rectangular). Edges are rounded.

General shape and character requirements of stone:

GUARDWALL DETAILS

ASHLAR

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

Construct crenelation to match existing, adjacent crenelation.

PRELIM

ARY

Not for

C on str uc

E.12 m o r a o k .d g n

S S u r ft

D e c k e d b u g a r T e s ig n e d b y

1.5%

Concrete block (typ.)

Bed course 4" depth

Final pavement surface

Stone masonry curb

Concrete setting bed

Provide 1/4" stone curb reveal at sidewalk (typ.)

DETAILS

PARKING AREA

Concrete sidewalk, 4" depth or

Asphalt sidewalk, 3" depth max.

max.

11'

1:12.5

6' -4"

.8 m ax

.8 m ax clean newly exposed stone masonry.

After removing existing ACP, Existing stone masonry wall

New asphalt sidewalk

See Sheet J.3 for details.

Pavement markings.11'

STALL DETAIL

ACCESSIBLE PARKING

NARADA FALLS

ramp joint Asphalt sidewalk/concrete

Existing stone masonry wall

4" thick, colored concrete

Accessible ramp, v a ri e s

4" Thick concrete

4" Bed course

Concrete setting bed

Stone masonry curb

SIDEWALK DETAIL

STONE MASONRY CURB AND

SIDEWALK RAMP DETAIL

STONE MASONRY CURB AND

Stone masonry curbing

ACCESSIBILITY RAMP DETAIL

ramp joint Asphalt sidewalk/concrete

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684

PRELIM

ARY

Not for

C on str uc

E.13 m o r a o x .d g n

S S u r

D e c k e d b y

M a d s ig n e d b y

NO SCALE

NPS PMIS. No. 08112 NPS Drwg. No. 105/100684

DETAILS

disturb trench, do not Existing drainage

BOLLARD DETAIL - REMOVE BOLLARD DETAIL - RESET

existing bollard Remove and reset

10"

Expansion Joint

Expansion Joint disturb trench, do not Existing drainage gravel base Compacted

8" 8"

Concrete footer 10" X 10"

1 1/2"

3" plug. Flush with pavement.

receive wood 3/4" thick seasonal cap welded to steel sleve. To 4" I.D. X 3/4" steel pipe w/ bot.

metal unless notified otherwise.

Note: Use galvanized steel for all to installation.

gravel. Verify fit with bollard prior 2" I.D. steel sleeve, drain to powdercoated flat black.

Nuts and washers galvanized and bollard with (2) 3/4" thru bolts.

1 3/4" O.D. steel pipe fixed into east.

black. Orient all overlaps to the galvanized and powdercoated flat 1/2" X 3" hex head lag screw Anchor band at overlap with (1) powdercoated flat black.

galvanized and

1/4" X 1 1/2" steel band pavement.

underside 3/4" off finished match slope. Hold of juniper. Cut bottom to 8" diam. peeled whole log

Lot layout Paradise Lodge Main see sheet E.6 for Asphalt pavement, Lot layout Paradise Lodge Main see sheet E.6 for Asphalt pavement, band concrete transition

Remove existing plaza Existing asphalt

SNOW POLE HOLDER DETAIL 1

Epoxy resin binder

SCH 40 PVC threaded plug

SCH 40 PVC coupling into coupling.

with adjacent pavement when threaded

NOTE: Set pipe so that plug sets flush SCH 40 PVC pipe (1.5" ID)

FOOTNOTE:

Install snow pole holders as directed by CO.

PRELIM

ARY

Not for

C on str uc

10.4 x 16 20301 -1900

25101 -0200

60201 -0600

60201 -0800

60201 -1000

60403 -0000

60403 -1900

60404 -1000

60409 -0200

60501 -0000

60704 -0000

60706 -0000

62011 -0300

62011 -0500

62011 -0700

62028 -1000

Station

D M

A X

U M

C O

U C

R A L

C A V A

O N

O V A L

O F

C U

A C

R A P, M

H O

D A

S S

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

T (G

U A R D

W A

T, F

C A

H B

A S

H T

P, M

A L

A M

E A

H T

N D

A R D

U N

D R

A N

C U

C E

A N

D R A

A G

E S

U C

R E, S

N E

M A S O

N R Y

D W

N E

M A S O

N R Y

D W

C H

E C

N E

M A S O

N R Y

D W

C H

E C

N E

M A S O

N R Y

D W

C H

E C

O V E

A N

D R

N E

M A S O

N R Y

D W

S K

A N

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

1V :n

REMARKS

See below for numbered notes

FEET CUYD EACH CUYD LNFT LNFT LNFT EACH EACH EACH EACH LNFT EACH EACH EACH EACH EACH EACH Lt Rt 346+80 5 1 1 351+19 1 1 356+32 5 1 1 360+41 1 366+76 1 1 369+69 1 373+10 5 1 1 378+17 5 1 1 383+42 50 1 1 387+10 1 1 388+01 1 Existing 12" underdrain.

393+54 1 5 50 1 1 399+03 1 1 404+09 1 1 409+01 1 1 415+58 5 1 1 421+89 1 1 423+38 5 1 1 424+90 5 1 1 429+46 5 1 1 435+40 5 1 2 447+33 1 453+47 1 1 454+50 1 2 466+04 1 469+21 1 1 470+80 20 1 1 477+51 1 2 496+40 1 50 1 1 505+75 5 1 1 1 513+93 1 1 517+80 1 1 525+57 1 1 529+49 1 1

CUMULATIVE TOTAL 0 2 55 20 150 0 0 0 0 0 0 32 26 1 3 2 3

NOTE:

1. Steel pipe culvert minimum wall thickness is the larger of 0.079" or the thickness required 5. When culvert replacement is to occur in perennial streams, 8. Existing utility trench in project area. See Sheets D.2-23 by the Std. 602-1 fill height table. develop a diversion plan according to Section 157. for locations.

2. Aluminized steel pipe culvert minimum wall thickness is the larger of 0.079" or the 6. Replacement of culverts in perennial streams with flowing water, thickness required by the Std. 602-1 fill height table (steel). is only allowed to occur between July 15 and September 30

3. Aluminum pipe culvert minimum wall thickness is the larger of 0.075" or the thickness 7. When culvert cleaning is to occur in perennial streams, best required by the Std. 602-1 fill height table. management practices must be installed that prevents sedimentation

4. Plastic and concrete pipe are not allowed. of culvert debris downstream.

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

\m yf ile s\ pw _p ro du ct io n\ d0 m or a0 ea

.x ls x] Sh ee t

-A ug -2

A M

M in or 8/

Jo rg en so n 8/

D es ig ne d by

C he ck ed b y:

STATE PROJECT

G.1

SHEET

NUMBER

PRA MORA 14(7)WA

204771/

Note: The quantities shown hereon are approximate and are subject to field adjustments.

PRELIM

ARY

Not for

C on str uc

-1900

25101 -0200

60201 -0600

60201 -0800

60201 -1000

60403 -0000

60403 -1900

60404 -1000

60409 -0200

60501 -0000

60704 -0000

60706 -0000

62011 -0300

62011 -0500

62011 -0700

62028 -1000

Station

D M

A X

U M

C O

U C

R A L

C A V A

O N

O V A L

O F

C U

A C

R A P, M

H O

D A

S S

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

T (G

U A R D

W A

T, F

C A

H B

A S

H T

P, M

A L

A M

E A

H T

N D

A R D

U N

D R

A N

C U

C E

A N

D R A

A G

E S

U C

R E, S

N E

M A S O

N R Y

D W

N E

M A S O

N R Y

D W

C H

E C

N E

M A S O

N R Y

D W

C H

E C

N E

M A S O

N R Y

D W

C H

E C

O V E

A N

D R

N E

M A S O

N R Y

D W

S K

A N

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

1V :n

REMARKS

See below for numbered notes

FEET CUYD EACH CUYD LNFT LNFT LNFT EACH EACH EACH EACH LNFT EACH EACH EACH EACH EACH EACH Lt Rt

PREVIOUS SHEET: 2 55 20 150 32 26 1 3 2 3

533+67 1 537+22 1 1 540+57 1 542+58 1 2 545+97 1 1 551+38 1 552+47 5 1 556+62 1 559+60 1 562+92 5 1 1 563+75 1 566+46 1 1 567+24 1 1 569+59 1 571+41 5 1 572+16 5 1 2 575+90 1 1 577+01 1 581+33 1 586+44 1 591+21 1 1 596+21 1 1 603+09 1 606+18 1 1 606+39 1 607+19 1 1 621+71 1 1 625+32 1 1 633+84 5 50 648+37 50 654+01 50 658+61 50 666+20 5 50 2

CUMULATIVE TOTAL 0 2 85 20 400 0 1 0 0 0 0 59 34 4 6 5 4

NOTE:

4. Plastic and concrete pipe are not allowed. of culvert debris downstream.

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

\m yf ile s\ pw _p ro du ct io n\ d0 m or a0 ea

.x ls x] Sh ee t (

-A ug

-2

M B

M in or 8/

Jo rg en so n 8/

D es ig ne d by

C he ck ed b y:

STATE PROJECT

G.2

SHEET

NUMBER

PRA MORA 14(7)WA

204771/

Note: The quantities shown hereon are approximate and are subject to field adjustments.

PRELIM

ARY

Not for

C on str uc

-1900

25101 -0200

60201 -0600

60201 -0800

60201 -1000

60403 -0000

60403 -1900

60404 -1000

60409 -0200

60501 -0000

60704 -0000

60706 -0000

62011 -0300

62011 -0500

62011 -0700

62028 -1000

Station

D M

A X

U M

C O

U C

R A L

C A V A

O N

O V A L

O F

C U

A C

R A P, M

H O

D A

S S

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

T (G

U A R D

W A

T, F

C A

H B

A S

H T

P, M

A L

A M

E A

H T

N D

A R D

U N

D R

A N

C U

C E

A N

D R A

A G

E S

U C

R E, S

N E

M A S O

N R Y

D W

N E

M A S O

N R Y

D W

C H

E C

N E

M A S O

N R Y

D W

C H

E C

N E

M A S O

N R Y

D W

C H

E C

O V E

A N

D R

N E

M A S O

N R Y

D W

S K

A N

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

1V :n

REMARKS

See below for numbered notes

FEET CUYD EACH CUYD LNFT LNFT LNFT EACH EACH EACH EACH LNFT EACH EACH EACH EACH EACH EACH Lt Rt

PREVIOUS SHEET: 2 85 20 400 1 59 34 4 6 5 4

667+94 50 1 669+80 50 1 671+55 5 1 677+29 1 683+60 5 1 690+28 1 697+00 1 1 1 1 704+50 1 1 1 1 707+02 1 1 1 1 711+16 1 1 1 718+94 1 1 733+43 1 1 738+55 1 1 744+02 1 1 749+30 20 1 1 749+87 1 1 754+72 1 756+91 1 1 760+01 1 1 763+04 1 1 766+28 1 1 769+46 1 776+24 1 777+70 1 780+00 1 781+57 1 2 782+98 1 1 784+90 1 787+41 1 1 788+16 1 792+23 1 1 792+49 1 801+16 1 1

CUMULATIVE TOTAL 0 2 95 20 520 0 1 1 4 4 0 89 50 4 7 5 8

NOTE:

4. Plastic and concrete pipe are not allowed. of culvert debris downstream.

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

\m yf ile s\ pw _p ro du ct io n\ d0 m or a0 ea

.x ls x] Sh ee t (

-A ug

-2

M B

M in or 8/

Jo rg en so n 8/

D es ig ne d by

C he ck ed b y:

STATE PROJECT

G.3

SHEET

NUMBER

PRA MORA 14(7)WA

204771/

Note: The quantities shown hereon are approximate and are subject to field adjustments.

PRELIM

ARY

Not for

C on str uc

-1900

25101 -0200

60201 -0600

60201 -0800

60201 -1000

60403 -0000

60403 -1900

60404 -1000

60409 -0200

60501 -0000

60704 -0000

60706 -0000

62011 -0300

62011 -0500

62011 -0700

62028 -1000

Station

D M

A X

U M

C O

U C

R A L

C A V A

O N

O V A L

O F

C U

A C

R A P, M

H O

D A

S S

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

T (G

U A R D

W A

T, F

C A

H B

A S

H T

P, M

A L

A M

E A

H T

N D

A R D

U N

D R

A N

C U

C E

A N

D R A

A G

E S

U C

R E, S

N E

M A S O

N R Y

D W

T…

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 Nov 14, 2017.