Plans_Nisqually.pdf

SPECIFICATION:

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

O

OREGON

UNITED STATES

CANADA

P

A C I F I C

O C

A E

N tS rait ofJuan deFuca

OC

LU

MBIA R

IV

ER

A

SN

KE

R

VERI

M

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

P

MOUNT RAINIER NATIONAL PARK

NATIONAL PARK SERVICE

U. S. DEPARTMENT OF THE INTERIOR

PLANS FOR PROPOSED PROJECT

N

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)

V

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

WA

PRA MORA 14(7)

m o r a a a .d g n

U

S S u r

D

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

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

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

Standard Specifications for Construction

/s/ Robert B. Lale III 9/21/15

/s/ Randy King 8/26/15

/s/ Martha J. Lee 9/18/15

INDEX TO SHEETS

INDEX TO SHEETS

A.2

STATE PROJECT

WA PRA MORA 14(7)

m o r a a b .d g n

U

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.12-14

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.7-9

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

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

REVISED: 9/2005 1/2007 10/2009 10/2014

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EW

ER

EQ or eq.

EP

emb.

elev.

El. 94.16 ft e

E expansion joint excavation edge of water edge of road equation edge of pavement embankment elevation elevation with number superelevation rate east drawing(s) distance diaphragm diagonal diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge)

HW

hex.

hdwl.

high water hexagon headwall jt.

ID

joint inside diameter

LW

lt. or LT

Ls

LPSM

long.

LNFT

lat.

lam.

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

NC

N normal crown north

OG

OD

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve 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 rte.

rt. or RT reqd.

reinf.

rdwy.

R/W

R.

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

Ts

TS

thd.

TBM

T.

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 yd3 yd2 cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

SADT

S symmetrical 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

CUYD

culv.

CUFT

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

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material ftg.

ft3 ft2 fin.

FDBM

footing cubic foot (feet) square foot finish field design by Marty

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

P

M

S e p te m b e r

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

W .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

A.3 PRA MORA 14(7) WA

BH

CP GPS

JH

TP

DI

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

E

RIP

G G

W W

DI

T T

NOTE:

NO SCALE

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend 1.

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub θs Ø

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

AH

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

BP

BM

BK

ctrs.

CS

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 mile post main line

M.P.

M.L.

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, T = telephone pedestal, TV = CATV pedestal, Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use,

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut wall face

CL

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

Fiber Roll or Wattle

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

Z

D I V I D

E

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

N

.5

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

KR

AP

DA

OR

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

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

.E

R .9 .E

R .1

.E

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

U

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

E

DI

S T

S E

W

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

Sheet and Description

Section C Section D Section E Section F Section G Section H Section I Section J

Typical Section

Plan & Profile

Turnouts & Parking Areas

Erosion Control Drainage Bridge

Temporar y Traffic Control

Permanen t Traffic Control

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL

AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15703-3000 SOIL EROSION CONTROL, WOOD

STRAND ACRE 1.0 1.0

A0140 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 2,500 2,500

A0160 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 4,000 4,000

A0180 15801-0000 WATERING FOR DUST CONTROL MGAL 400 400

A0200 20301-1700 REMOVAL OF MANHOLE EACH 1 1

A0220 20301-1900 REMOVAL OF PIPE CULVERT EACH 3 10 13

A0240 20302-0300 REMOVAL OF CURB AND GUTTER,

CONCRETE LNFT 570 570

A0260 20302-0400 REMOVAL OF CURB, ASPHALT LNFT 538 538

A0280 20303-2900 REMOVAL OF PAVEMENT,

CONCRETE, 6-INCH DEPTH SQYD 405 405

A0300 20303-3000 REMOVAL OF SIDEWALK, ASPHALT SQYD 373 373

A0320 20310-1000 PLUG, EXISTING PIPE(CULVERT) EACH 3 3

A0340 20402-0000 SUBEXCAVATION CUYD 2,205 148 197 2,550

A0360 20410-0000 SELECT BORROW CUYD 1,223 80 77 1,380

A0380 20701-0800 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 2, TYPE C SQYD 3,662 480 4,142

A0400 20703-2000 GEOGRID, STABILIZATION SQYD 11,197 480 11,677

A0420 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 150 150

A0440 25110-0500 GROUTED RIPRAP, METHOD A,

CLASS 5 CUYD 8 8

A0460 25210-0000 ROCKERY(BUTTRESS) SQFT 480 480

A0480 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 150 150

A0500 30302-1000 DITCH RECONDITIONING LNFT 25,000 25,000

A0520 30402-1500 FULL DEPTH RECLAMATION,

METHOD 1, 8-INCH DEPTH SQYD 15,510 15,510

A0540 30801-2000 RECYCLED AGGREGATE BASE,

8-INCH DEPTH SQYD 8,119 239 8,358

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-F eb -2

:4

A M c:

\m yf ile s\ pw

_p ro du ct io n\ dm s9

Es tim at e-

.x ls x] Sh ee t

STATE PROJECT

B.1PRA MORA 14(7)WA

SHEET

NUMBER

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

Typical Section

Plan & Profile

Turnouts & Parking Areas

Erosion Control Drainage Bridge

Temporar y Traffic Control

Permanen t Traffic Control

ALLOWANCE Bid Schedule

A0560 31303-0000 AGGREGATE-TOPSOIL COURSE CUYD 1,218 82 1,300

A0580 40101-5600 ASPHALT CONCRETE PAVEMENT,

GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION

ESAL TON 16,291 4,762 47 21,100

A0600 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 163 43 4 210

A0620 40301-0200 ASPHALT CONCRETE PAVEMENT,

TYPE 2 TON 1,759 41 1,800

A0640 40303-0200 ASPHALT CONCRETE PAVEMENT,

TYPE 2, WEDGE AND LEVELING

COURSE TON 7,525 75 7,600

A0660 41201-0000 TACK COAT TON 76 15 4 95

A0680 41301-0000 ASPHALT PAVEMENT MILLING, 1

TO 3-INCH DEPTH SQYD 8,218 8,148 16,366

A0700 41301-0000 ASPHALT PAVEMENT MILLING,

12-INCH DEPTH SQYD 5,092 5,092

A0720 41301-1000 ASPHALT PAVEMENT MILLING,

4-INCH DEPTH SQYD 2,000 2,000

A0740 55201-0200 STRUCTURAL CONCRETE, CLASS A

(AE) CUYD 20 20

A0760 55220-0000 REPAIR CONCRETE SQYD 10 10

A0780 55221-0000 REPAIR CONCRETE CUYD 50 50

A0800 55224-0000 SEAL CONCRETE SURFACE SQYD 1,024 1,024 Contract Quantity

A0820 55227-0000 CLEAN CONCRETE SURFACE LPSM ALL ALL

A0840 55235-0000 EXPANSION JOINTS LNFT 210 210

A0860 60201-0600 18-INCH PIPE CULVERT LNFT 400 400

A0880 60201-0800 24-INCH PIPE CULVERT LNFT 600 600

A0900 60201-1000 36-INCH PIPE CULVERT LNFT 150 150

A0920 60403-0000 INLET(GUARDWALL) EACH 1 1

A0940 60403-1900 INLET, FLH TYPE 6B EACH 1 1

A0960 60404-1000 CATCH BASIN, FLH TYPE 1 EACH 4 4

A0980 60405-0000 MANHOLE ADJUSTMENT EACH 6 6

A1000 60406-0000 INLET ADJUSTMENT EACH 13 13

A1020 60409-0200 INLET TOP, METAL FRAME AND

GRATE, FLH TYPE B EACH 4 4

A1040 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 600 600

A1060 60704-0000 CLEANING CULVERT IN PLACE EACH 120 120

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-F eb -2

:4

A M c:

\m yf ile s\ pw

_p ro du ct io n\ dm s9

Es tim at e-

.x ls x] Sh ee t

(2

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.2PRA MORA 14(7)WA

SHEET

NUMBER

Typical Section

Plan & Profile

Turnouts & Parking Areas

Erosion Control Drainage Bridge

Temporar y Traffic Control

Permanen t Traffic Control

ALLOWANCE Bid Schedule

A1080 60706-0000 CLEANING DRAINAGE STRUCTURE,

STONE MASONRY HEADWALL EACH 51 51

A1100 60901-2300 CURB, ASPHALT, 6-INCH DEPTH LNFT 427 427

A1120 60901-4200 CURB, STONE, TYPE 1, 18-INCH

DEPTH LNFT 25 25

A1140 60902-1000 CURB AND GUTTER, CONCRETE,

12-INCH DEPTH LNFT 537 537

A1160 61501-0100 SIDEWALK, CONCRETE SQYD 189 189

A1180 61501-1100 SIDEWALK, ASPHALT SQYD 240 240

A1200 61504-1000 ACCESSIBILITY RAMP, CONCRETE SQYD 27 27

A1220 61920-1000 REMOVE AND RESET BOLLARD POST EACH 19 19

A1240 62001-0000 STONE MASONRY(ASHLAR WALL

REPLACEMENT STONE) CUYD 5 5 10

A1260 62011-0300 STONE MASONRY HEADWALL FOR

18-INCH PIPE CULVERT EACH 7 7

A1280 62011-0500 STONE MASONRY HEADWALL FOR

24-INCH PIPE CULVERT EACH 9 9

A1300 62011-0700 STONE MASONRY HEADWALL FOR

36-INCH PIPE CULVERT EACH 9 9

A1320 62013-2000 STONE MASONRY WALL(REPAIR) SQYD 44 44

A1340 62013-2000 STONE MASONRY WALL(RICKSECKER

POINT LOOP ROAD GUARDWALL) SQYD 44 44

A1360 62027-0000 REMOVE AND RESET STONE

MASONRY, CURB LNFT 337 337

A1380 62027-1000 REMOVE AND RESET STONE

MASONRY GUARDWALL(NARADA

FALLS PARKING AREA) LNFT 72 72

A1400 62028-1000 REMOVE AND RESET STONE

MASONRY HEADWALL EACH 20 20

A1420 62031-0000 REPOINT STONE MASONRY SQFT 1,500 150 1,650

A1440 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 400 400

A1460 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT HOUR 200 200

A1480 62301-0000 GENERAL LABOR HOUR 400 400

A1500 62516-2000 MULCHING, HYDRAULIC METHOD SQYD 20,000 20,000

A1520 63302-0000 SIGN SYSTEM SQFT 493 37 530

A1540 63318-1000 SNOW POLE HOLDER EACH 250 250

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-F eb -2

:4

A M c:

\m yf ile s\ pw

_p ro du ct io n\ dm s9

Es tim at e-

.x ls x] Sh ee t

(3

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.3PRA MORA 14(7)WA

SHEET

NUMBER

Typical Section

Plan & Profile

Turnouts & Parking Areas

Erosion Control Drainage Bridge

Temporar y Traffic Control

Permanen t Traffic Control

ALLOWANCE Bid Schedule

A1560 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID RED LNFT 1,200 1,200

A1580 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID WHITE LNFT 245,304 196 245,500

A1600 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID YELLOW LNFT 261,130 370 261,500

A1620 63401-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN WHITE LNFT 19,146 854 20,000

A1640 63401-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN YELLOW LNFT 11,898 602 12,500

A1660 63403-0200 PAVEMENT MARKINGS, TYPE

B(CROSSWALK AND STOP BAR) SQFT 398 398

A1680 63405-0550 PAVEMENT MARKINGS, TYPE B,

STRAIGHT ARROW EACH 28 28

A1700 63405-0850 PAVEMENT MARKINGS, TYPE B,

ACCESSIBILITY SYMBOL EACH 21 21

A1720 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 8 8

A1740 63502-1250 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER, TYPE 42-INCH EACH 500 500

A1760 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 200 200

A1780 63502-1500 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE A EACH 16 16

A1800 63502-1600 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE B EACH 30 30

A1820 63503-0400 TEMPORARY TRAFFIC CONTROL,

CONCRETE BARRIER LNFT 1,000 1,000

A1840 63503-0500 TEMPORARY TRAFFIC CONTROL,

MOVING CONCRETE BARRIER LNFT 1,500 1,500

A1860 63503-1000 TEMPORARY TRAFFIC CONTROL,

PLASTIC FENCE LNFT 1,000 1,000

A1880 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 596 54 650

A1900 63505-1000 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS MILE 11.3 11.3

A1920 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 1,800 1,800

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-F eb -2

:4

A M c:

\m yf ile s\ pw

_p ro du ct io n\ dm s9

Es tim at e-

.x ls x] Sh ee t

(4

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.4PRA MORA 14(7)WA

SHEET

NUMBER

Typical Section

Plan & Profile

Turnouts & Parking Areas

Erosion Control Drainage Bridge

Temporar y Traffic Control

Permanen t Traffic Control

ALLOWANCE Bid Schedule

A1940 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 260 260

A1960 63507-0800 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE

SIGN DAY 1,100 1,100

A1980 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER FXHR 10,000 10,000

A2000 64620-1000 REMOVE AND RESET HISTORIC

MARKER EACH 14 14

Remarks and/or Determination of Estimated

Quantity

-F eb -2

:4

A M c:

\m yf ile s\ pw

_p ro du ct io n\ dm s9

Es tim at e-

.x ls x] Sh ee t

(5

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.5PRA MORA 14(7)WA

SHEET

NUMBER

TABULATION OF QUANTITIES

FOOTNOTE:

C.1

STATE PROJECT

m o r a c a .d g n

U

S I n t2

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

2 Quantity shown includes curve widening.

Quantities shown include turnouts.

LC

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

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

LC

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

3'

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

U

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

LC

-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

6"

SAFETY EDGE/SHOULDER SLOPE DETAIL

detail this Sheet

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

NO SCALE

LC

C.3

STATE PROJECT

PRA-MORA 14(7)

m o r a c c .d g n

U

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

3'

Var ies

Sawcut

1' min.

Varies

LC

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

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

-inch Nominal Maximum Size Aggregate,4 3-inch or2

1Asphalt Concrete Pavement, gyratory mix, NO SCALE

C.4

STATE PROJECT

PRA-MORA 14(7)

m o r a c g .d g n

U

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

4.

3.

2.

1.

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

LC

W a ll h t.

v a r ie s to

Granular rock backdrain

NOTE:

Travel lane Travel lane Shoulder

Super %Super %

S h o u ld e r

11' 11' 1'

LC

1.

Existing subgrade

Finish grade

Mainline Typical Section

See Sheet C.2 for

BASE REINFORCEMENT

TYPICAL SECTIONS

PAVEMENT SECTION DETAIL

BASE REINFORCEMENT

Width varies - See table

BASE REINFORCEMENT

TYPICAL SECTION

C.5

STATE PROJECT

m o r a c d .d g n

U

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

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

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

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

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

Includes a portion of the right lane and turnout.

Adjust slope to fit existing topography.

Match existing superelevation, or crown at 2%.

Place geogrid according to Section 207.

C.6

STATE PROJECT

m o r a c e .d g n

U

S I n t2

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

TABULATION OF QUANTITIES

SUBEXCAVATION

SUBEXCAVATION TRANSITION DETAIL

FOOTNOTE:

PROFILE

C.7

STATE PROJECT

m o r a c f.

d g n

U

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

LC

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

2:

1 2:1

15" compacted depth

Select Borrow, TaperTaper

1.

B E

G I N S

U B

E X

C A

V A

T I O

N

E N

D S

U B

E X

C A

V A

T I O

N

Width varies

Super Super Existing ground

LC

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, " 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.

5.

4.

3.

2.

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

Type 2, 4" compacted depth

Asphalt Concrete Pavement, Type 2, 4" compacted depth

Asphalt Concrete Pavement, TABULATION OF QUANTITIES

D.1 m o r a fa .d g n

U

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

FOOTNOTE:

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684 be as directed by the CO. Stone for repairs are contractor located.

Locations for stone masonry wall repair and repointing to

P ip e c u lv e rt

P ip e c u lv e rt

344+80 to 355+00

PLAN

N

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.

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

D.2

STATE PROJECT

A

A u g u s t

U

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 n u g a r T e

C h e c k e d b y

D e s ig n e d b y

Amphibian Protection Zone

Pavement connection

P ip e c u lv e r t

" P ipe cu lve rt

6+

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

N

N

Existing utility vaults (2)

Existing utility vaults (2)

Ditch reconditioning 1

FOOTNOTE:

Ditch reconditioning 1

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

U

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

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

P ip e c u lv e r t

390+00 to 420+00

PLAN

N

N

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

U

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

420+00 to 450+00

PLAN

N

N

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

Existing utility vaults

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

D.5

STATE PROJECT

A u g u s t

U

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

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

48" Pipe culvert

447+33

P ip e c u lv e rt

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

N

N

Turnout T-30

Turnout T-29

Turnout T-31

NOTE:

1.

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

See detail Sheet C.3 Pavement connection

D.6

STATE PROJECT

e p te m b e r

U

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

P ip e c u lv e r t

" P ip e cu lv e rt

0 4

480+00 to 505+00

PLAN

N

N

Existing utility vault

Turnout T-32

Ditch reconditioning 1

FOOTNOTE:

widening dimensions to be marked out by the CO.

See Sheet C.3 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

U

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

P ip e c u lv e r t

24" Pipe culvert

513+

Pi pe c ul ve rt

7+

24" Pip e c ulv ert

+57

505+00 to 525+00

PLAN

N

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.3 for curve widening typical section. Final curve

Final ditch reconditioning locations to be determined by CO.

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

D.8

STATE PROJECT

A u g u s t

U

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

513+75 to 518+30, LT

Construct curve widening, 3' wide

" P ip e cu lve rt

5+

18" Pip e c ulv ert

+49

" P ip e cu lve rt

3+

6724" Pipe culvert 537+2224" Pipe culvert

540+57

P ip e c u lv e r t

P ip e c u lv e r t

P ip e c u lv e r t

18" Pipe culv ert529+

P ip e c u lv e r t

P ip e c u lv e r t

P ip e c u lv e r t

P ip e c u lv e r t

P ip e c u lv e r t

24" Pipe culvert

566+

525+00 to 565+00

PLAN

N

N

Existing utility vault

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

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 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

538+40 to 541+60, RT Construct curve widening, 3' wide

D.9

STATE PROJECT

e p te m b e r

U

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

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 rt

P ip e c u lv e r t

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

P ip e c u lv e r t

565+00 to 595+00

PLAN

N

N

CHRISTINE FALLS

Turnout T-35

Existing utility vault

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.

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

U

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 for details

Sheet G.7 inlet. See

Install

P ip e c u lv e r t

P ip e c u lv e r t

P ip e c u lv e r t

P ip e c u lv e r t

P ip e c u lv e r t

595+00 to 620+00

PLAN

N

N

(See H Sh eets)NISQUALLY GLACIER BRIDGE

Amphibian Protection Zone

Amphibian Protection Zone

FOOTNOTE:

See Section 107 for requirements.1

See Sheet E.5

PARKING AREA

NAHUNTA FALLS

D.11

STATE PROJECT

J u n e

U

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

Unnamed perennial stream

Unnamed perennial stream

Nisqually River

P ip e c u lv e r t

P ip e c u lv e r t

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 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

N

N

Turnout T-38

Existing utility vault

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

U

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

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 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

" 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

N

N

RICKSECKER POINT

Existing utility vault

Existing utility vault

Road, see Sheet D.23 Point Loop Ricksecker

Ditch reconditioning 1

Ditch reconditioning 1

Ditch reconditioning 1

FOOTNOTE:

1 Final ditch reconditioning locations to be determined by CO.

D.13

STATE PROJECT

A u g u s t

U

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

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 r t

" P ip e c u lv e rt

0 6

675+00 to 705+00

PLAN

N

N

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

U

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.

P ip e c u lv e r t

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 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

Existing utility vaults (2)

Ditch reconditioning 1

Ditch reconditioning 1

FOOTNOTE:

new catch basin.

Reshape adjacent ditch to achieve positive drainage to the

Final ditch reconditioning locations to be determined by CO.

D.15

STATE PROJECT

A u g u s t

U

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.Base reinforcement (20' wide) 705+00 to 705+50 paving. See Sheet C.2.

Taper mill along gutterline prior to

Existing stone masonry guardwall.

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

N

N

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

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)

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

U

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

9+ t o

3+ R T

Includes a portion of the right lane and turnout.

Pi pe c ul ve rt

6+

Pi pe c ul ve rt

0+

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 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

N

N

Turnout T-45

(See Sheet E.4)

PARKING AREA

NARADA FALLS

Turnout T-46

Amphibian Protection Zone

" 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

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

U

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

P ip e c u lv e r t

P ip e c u lv e r t

Pi pe c ul ve rt

2+

Pi pe c ul ve rt

2+

P ip e c u lv e r t

" P ipe cu lve rt

5+

Pi pe c ul ve rt

8+

(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 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

823+68

Zone 9

Soil Isolation

Zone 8

Soil Isolation

D.18

STATE PROJECT

e p te m b e r

U

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

N

N

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

785+00 to 835+00

PLAN

Turnout T-50

Turnout T-47

Turnout T-48

Turnout T-49

Amphibian Protection Zone

Amphibian Protection Zone

FOOTNOTE:

connection

Pavement a d

C a n y o n

S te v e n s

Existing utility vaults (2)

Existing utility vaults (2)

Existing utility vaults (2)

2Construct ditch side underdrain

3Ditch reconditioning

3Ditch reconditioning

3Ditch reconditioning and extend culvert

Relocate headwall by CO.

Final ditch reconditioning locations to be determined

Sheet G.6-15 for details.

Final underdrain location to be determined by CO. See

See Section 107 for requirements.

Bas e re info rce ment (2

0' w ide

+13 to 8 35+

P ip e c u lv e r t

P ip e c u lv e r t

P ip e c u lv e r t

P ip e c u lv e r t

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

N

Turnout T-51

Existing utility vaults (2)

Existing utility vaults (2)

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

D.19

STATE PROJECT

A u g u s t

U

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

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 r t

(Pe ren nia l flo w)

36" Pip e c ulv ert

+93

860+00 to 890+00

PLAN

N

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)

D.20

STATE PROJECT

J u n e

U

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

" 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 ip e c u lv e r t

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

N

N

Turnout T-55

Pavement connection

Pavement connection

Existing utility vaults (2)

Existing utility vaults (2)

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

U

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

18" Pip e culve rt

912+42

24" Pipe culvert

915+92

P ip e c u lv e r t

P ip e c u lv e r t

P ip e c u lv e r t

P ip e c u lv e r t

915+00 to 936+70

PLAN

N

N

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 vault

Existing utility vault

Existing utility vaults (2)

See Sheet E.6

LOWER PARKING AREA

PARADISE COMPLEX

See Sheet E.7

LODGE PARKING AREA

PARADISE COMPLEX

Type 2 Subexcavation(15' wide)

935+24 to 935+45, LT

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

See Sheet C.3.

Pavement connection.

D.22

STATE PROJECT

e p te m b e r

U

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

Paved turnout

Paved turnout

Paved turnout

N

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

U

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

NOTE:

1.

See Subsection 105.02(a).

subsoil and in the production of aggregate-topsoil.

Ricksecker Loop Road. Material to be used for conserved

Approximately 700 cubic yards of material is stockpiled along

JH

JH

JH

QUANTITIES

TURNOUT and PARKING AREA

TABULATION OF

See Sheet E.2

Quantity included in mainline quantities.

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

E.1

STATE PROJECT

m o r a o b .d g n

U

S S u r ft

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

TURNOUT SUMMARY

2. Total quantities shown on Sheet E.1

1. All turnout locations subject to field verification.

E.2

STATE PROJECT

m o r a o c .d g n

U

S S u r ft

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

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

U

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

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.

E.4 m o r a a .d g n

U

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

4.

3.

2.

1.

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, N

Scale in feet

0 2525 50 75 100

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684 to existing grade 3-feet out.

-inch depth at the existing feature and taper2 by the CO, mill and remove pavement to a and connections to existing pavement, as directed At existing stone mason wall, 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

WV

DI

WV

WF

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

U

S S u r

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

N

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

4.

3.

2.

1.

NPS PMIS. No. 204771 NPS Drwg. No. 105/100684 by the CO.

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

feet from edge. Taper mill along mainline to provide transition Mill existing asphalt 1-1/2 inch depth and taper to existing grade 3

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

LOWER PARKING AREA

PARADISE COMPLEX

E.6

STATE PROJECT

m o r a e e .d g n

U

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 1, 8-inch depth

Curb and gutter, concrete, 12-inch depth

Manhole adjustment

Inlet adjustment

Standard underdrain system

(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:

6 inches - Minor crushed aggregate

R = 35'

Length = 77'

R= 29'

Length= 101'

3.

2.

1.

See Sheet E.14 for pavement joint detail.

See Sheet J.6 for pavement marking details.

Saw cut all pavement and concrete curbing.

31 45

31 45

E.7 m o r a e f.

d g n

U

S S u r

D e c k e d b y

.M a d s ig n e d b y

N

UPPER PARKING AREA

PARADISE COMPLEX

NPS PMIS. No. 204771 NPS Drwg. No.

Inlet adjustment

Manhole adjustment

Sidewalk, concrete

Remove and reset bollard post, see detail sheet E.13

Full depth reclamation, method 1, 8-inch depth

Removal of pavement, concrete, 6-inch depth

SEE SHEET E.

Remove and reset historic markers

Scale in feet

0 4040 80 120

ENTE

R

JA

CKSON

VI

SI

TOR

Remove manhole and culverts (3)

Area of 2" milling (adjacent to visitor center)= 11,203 sqft

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, Asphalt pavement milling, 2 inch depth prior to paving.

Sawcut pavement. Tack vertical surface

See Sheet E.14 for pavement joint details.

See Sheet J.7 for pavement marking details.

Saw cut all pavement and concrete curbing.

3.

2.

1.

38 38

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

U

S S u r

D e c k e d b y

M a d s ig n e d b y

N

Scale in feet

0 4040 80

LODGE PARKING AREA

PARADISE COMPLEX

SEE SHEET E.

Pavement connection

Pavement connection

PARADISE LODGE

island Existing

NOTE:

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

ESAL

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

Area to mill and pave=35,669 sqft

3.

2.

1.

See Sheet E.14 for pavement joint details.

See Sheet J.8 for pavement marking details.

Saw cut all pavement and concrete curbing.

E L

E V

JH

SET M

AG N

AIL

W/

FHWA W

ASHER

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

U

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

LC

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

in

V r ie s

DETAIL A

Grade

Finished

Wire Tie (typ.) Mortar

Existing welded wire forms

Existing pavement structure

Existing MSE wall

Construct…