WA_DOT_401(1)_Plans_(1).pdf

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Project Location

PLANS FOR PROPOSED PROJECT

COMMITMENT TO EXCELLENCE

FEDERAL LANDS HIGHWAY

PLANS PREPARED BY:

PLANS PREPARED FOR:

WA DOT 401(1)

WASHINGTON

PACIFIC COUNTY

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

INDEX TO SHEETS

NATIONAL HISTORICAL PARK

LEWIS AND CLARK

U. S. DEPARTMENT OF INTERIOR

DATE

Western Federal Lands Highway Division

Director, Project Delivery, APPROVED:

LENGTH 0.290 MILES

base, asphalt pavement, striping, signing

Reconstuction: Grading, guardwall, drainage, ACCESS IMPROVEMENT

SAFETY REST AREA AND

DISMAL NITCH/MEGLER

N

Coram

Astoria

Megler

McGowan

Columbia River

WASHINGTONOREGON

Project Location

Scale in miles

0.5 0.25 0 0.5 1 1.5 2

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

Standard Specifications for Construction

0.060e (max)

15 MPH (Parking lot)V (max)

<2300ADT 2015

J. ILLUMINATION

I. PERMANENT TRAFFIC CONTROL

H. TEMPORARY TRAFFIC CONTROL

G. EROSION CONTROL

F. LANDSCAPE

E. DETAILS

D. PLAN AND PROFILE

C. TYPICAL SECTIONS

B. SUMMARIES

A. GENERAL INFORMATION

J.4-15 ILLUMINATION DETAILS

J.2-3 ILLUMINATION PLANS

J.1 TABULATION OF ILLUMINATION PLAN QUANTITIES

I.4 PAVEMENT MARKING LAYOUT DETAILS

I.2-3 PERMANENT TRAFFIC CONTROL PLANS

I.1 TABULATION OF PERMANENT TRAFFIC CONTROL QUANTITIES

H.5-6 TYPE III BARRICADE DETAILS

H.3-4 TEMPORARY TRAFFIC CONTROL DETAILS

H.2 TEMPORARY TRAFFIC CONTROL PLAN

H.1 TABULATION OF TEMPORARY TRAFFIC CONTROL QUANTITIES

G.3-4 EROSION CONTROL DETAILS

G.2 EROSION CONTROL PLAN

G.1 TABULATION OF EROSION CONTROL QUANTITIES

F.4-5 TREES AND SHRUBS PLANTING METHODS

F.3 HIGHWAY BARRIER PLANTING PLAN

F.2 MONUMENT AREA PLANTING PLAN

F.1 TABULATION OF LANDSCAPE QUANTITIES

RESTROOM PANEL DETAILSE.14

PICNIC TABLE DETAILSE.13

CHAINLINK FENCE DETAILSE.12

PEDESTRIAN HANDRAIL DETAILE.11

CURB AND SIDEWALK DETAILSE.10

E.9 INTERPRETIVE SIGN POST AND PANEL DETAIL

E.3-8 WSDOT STANDARD GUARDRAIL DRAWINGS

GUARDWALL DETAILSE.1-2

D.15 SURVEY CONTROL

LANDSCAPE AREA GRADING PLAND.14

D.11-13 PARKING AND SIDEWALK GRADING PLANS

D.8-10 INTERPRETIVE SITE PLANS

D.5-7 PLAN AND PROFILE SHEETS

D.3-4 SITE PLAN

D.1-2 TABULATION OF PLAN QUANTITIES

C.2-3 TYPICAL SECTIONS

C.1 TABULATION OF TYPICAL SECTION QUANTITIES

B.1-3 SUMMARY OF QUANTITIES

A.3 VICINITY MAP

A.2 PLAN SYMBOLS AND ABBREVIATIONS

A.1 TITLE SHEET AND SHEET INDEX

A.1

STATE PROJECT

NUMBER

SHEET

WA DOT 401(1)

A p r

P

M

W a d o t4 a .d g n

U

S S u r ft

D

W .L

A N

G L I T

Z C h e c k e d b y

B

R O

C H

E D e s ig n e d b y

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 ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish 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 A

M

F e b r u a r y

U

S C

J W

F L

H D I

D I Q

H H D is m a l

N it c h S

R A C

A D

D S h e e ts

W a d o t4 a .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.2DOT 401(1)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

Ø 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

N

Fiber Roll or Wattle

Sheet and Description

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

Typical Section

Plan & Profile Details Landscape

Plan Erosion Control

Temporary Traffic Control

Permanent Traffic Control

Illumination ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 1,660 40 1,700

A0140 15706-1000 SOIL EROSION CONTROL, INLET

PROTECTION EACH 3 3

A0160 20102-0000 CLEARING AND GRUBBING LPSM ALL ALL

A0180 20220-1000 REMOVAL, INDIVIDUAL TREE EACH 4 4

A0200 20301-1500 REMOVAL OF LIGHT POLE EACH 1 1

A0220 20301-2400 REMOVAL OF SIGN EACH 4 4

A0240 20301-2400 REMOVAL OF SIGN (INTERPRETIVE

SIGN STRUCTURES) EACH 3 3

A0260 20301-3600 REMOVAL OF RAISED PAVEMENT

MARKER EACH 120 10 130

A0280 20301-3800 REMOVAL OF ELECTRICAL

JUNCTION BOX EACH 4 4

A0300 20302-0200 REMOVAL OF CURB LNFT 302 13 315

A0320 20302-0900 REMOVAL OF FENCE, CHAIN LINK

(FABRIC) LNFT 1,242 33 1,275

A0340 20302-2600 REMOVAL OF PAVEMENT MARKINGS LNFT 335 5 340

A0360 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 817 8 825

A0380 20303-3200 REMOVAL OF SIDEWALK, CONCRETE SQYD 139 6 145

A0400 20401-0000 ROADWAY EXCAVATION CUYD 270 30 300

A0420 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 195 5 200

A0440 25125-0000 BOULDER (GOVERNMENT FURNISHED) EACH 28 28

A0460 25801-0000 REINFORCED CONCRETE RETAINING

WALL SQFT 519 519

A0480 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 385 171 44 600

A0500 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 122 87 16 225

A0520 60201-0300 8-INCH PIPE CULVERT LNFT 18 2 20

A0540 60406-0000 INLET ADJUSTMENT EACH 2 2

A0560 60901-0000 CURB, CONCRETE LNFT 214 6 220

A0580 60915-1000 WHEELSTOP, CONCRETE EACH 1 1

A0600 61301-0000 SIMULATED STONE MASONRY

SURFACE TREATMENT SQYD 128 128

-A pr -2

5:

PM

J:

\8

W

FL

H

D

ID

IQ

\8

H H

D is m al

N itc h

SR

A\ C os t_ Es tim at es \F

IN

AL

0%

Es tim at e-

-D is m al

N itc h.

xl sx ]S he et

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

STATE PROJECT

B.1DOT 401(1)WA

NUMBER

Typical Section

Plan & Profile Details Landscape

Plan Erosion Control

Temporary Traffic Control

Permanent Traffic Control

Illumination ALLOWANCE Bid Schedule

A0620 61302-0000 SIMULATED STONE MASONRY TEST

WALL EACH 1 1

A0640 61501-0100 SIDEWALK, CONCRETE SQYD 580 20 600

A0660 61701-1250 GUARDRAIL SYSTEM G4, TYPE 2,

CLASS A WOOD POSTS (WSDOT

TYPE 31) LNFT 500 500

A0680 61702-0800 TERMINAL SECTION TYPE TANGENT

(WSDOT TYPE 31) EACH 2 2

A0700 61802-0000 CONCRETE GUARDWALL LNFT 156 156

A0720 61901-1300 FENCE, CHAIN LINK (NEW FABRIC) LNFT 1,242 33 1,275

A0740 61907-0000 FENCE POST (REMOVAL AND

REPLACEMENT) EACH 20 20

A0760 62201-0800 WHEEL LOADER, 0.7 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 20 20

A0780 62201-1200 BULLDOZER, 80HP MINIMUM

FLYWHEEL POWER HOUR 20 20

A0800 62301-0000 GENERAL LABOR HOUR 40 40

A0820 62403-0000 FURNISHING AND PLACING TOPSOIL CUYD 2,025 25 2,050

A0840 62510-2000 SEEDING, HYDRAULIC METHOD

(NATIVE SEEDING) ACRE 0.9 0.1 1.0

A0860 62510-2000 SEEDING, HYDRAULIC METHOD

(WETLAND SEEDING) ACRE 0.1 0.0 0.2

A0880 62516-4000 MULCHING, HAND METHOD SQYD 950 50 1,000

A0900 62632-0000 PLANTINGS LPSM ALL ALL

A0920 63301-0000 SIGN SYSTEM (INTERPRETIVE

SIGN POSTS) EACH 7 7

A0940 63316-1000 REMOVE AND RESET SIGN EACH 8 8

A0960 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID LNFT 1,331 44 1,375

A0980 63401-1500 PAVEMENT MARKINGS, TYPE H,

SOLID LNFT 190 10 200

A1000 63405-2900 PAVEMENT MARKINGS, TYPE H,

TURN ARROW EACH 2 2

A1020 63405-3250 PAVEMENT MARKINGS, TYPE H,

ACCESSIBILITY SYMBOL EACH 4 4

A1040 63501-0000 TEMPORARY TRAFFIC CONTROL

(TEMPORARY CHAIN LINK FENCE) LPSM ALL ALL

A1060 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 11 11

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

-A pr -2

5:

PM

J:

\8

W

FL

H

D

ID

IQ

\8

H H

D is m al

N itc h

SR

A\ C os t_ Es tim at es \F

IN

AL

0%

Es tim at e-

-D is m al

N itc h.

xl sx ]S he et

(2

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.2DOT 401(1)WA

Typical Section

Plan & Profile Details Landscape

Plan Erosion Control

Temporary Traffic Control

Permanent Traffic Control

Illumination ALLOWANCE Bid Schedule

A1080 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 25 25

A1100 63502-1500 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE A EACH 22 22

A1120 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 195 5 200

A1140 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER FXHR 32 32

A1160 63610-0400 CONDUIT, 1-INCH, PVC LNFT 20 20

A1180 63610-1000 CONDUIT, 1 1/2-INCH, PVC LNFT 1,430 1,430

A1200 63611-0400 WIRE, ELECTRICAL CONDUCTORS,

8 AWG LNFT 2,200 2,200

A1220 63611-0500 WIRE, ELECTRICAL CONDUCTORS,

6 AWG LNFT 120 120

A1240 63612-0000 LUMINAIRE EACH 1 1

A1260 63620-0000 POLE EACH 1 1

A1280 63621-3000 UTILITY BOX, JUNCTION BOX EACH 5 5

A1300 63622-0000 UTILITY TRENCH LNFT 650 650

A1320 64603-0700 FIXTURE, PICNIC TABLE EACH 4 4

A1340 64604-3000 FIXTURE, PEDESTRIAN RAILING LNFT 256 4 260

A1360 64605-0000 FIXTURE (CEDAR PLANKS) LPSM ALL ALL

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

-A pr -2

:5

AM

J:

\8

W

FL

H D

ID

IQ

\8

H

H D is m al N itc h

SR

A\

C os t_ Es tim at es \F

IN

AL

0%

Es tim at e-

-D is m al

N itc h.

xl sx ]S he et

(3

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.3DOT 401(1)WA

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

15101 352190.508 790696.484 21.082 46°14'58.184377"N 123°51'35.389149"W -55.578 0.99993431 PK NAIL W/WFLHD WASHER 1.

15102 352275.557 790958.061 19.083 46°14'59.133185"N 123°51'31.721738"W -57.5605 0.99993438 PK NAIL W/WFLHD WASHER

15103 352547.901 791158.706 20.079 46°15'01.903699"N 123°51'29.034029"W -56.5514 0.99993426 PK NAIL W/WFLHD WASHER

15104 352156.030 790616.302 20.857 46°14'57.810603"N 123°51'36.508229"W -55.8095 0.99993434 PK NAIL W/WFLHD WASHER

IS2522 352165.802 789443.684 15.341 46°14'57.413646"N 123°51'53.185596"W -61.3878 0.99993461 WSDOT ALUMINUM CAP

IS2523 352045.621 790316.628 20.283 46°14'56.595598"N 123°51'40.701853"W -56.3999 0.9999344 WSDOT ALUMINUM CAP

OTAK1 352033.229 790033.988 20.095 46°14'56.354483"N 123°51'44.712690"W -56.6043 0.99993442 PK NAIL W/OTAK WASHER

OTAK2 352166.224 789657.672 17.997 46°14'57.507887"N 123°51'50.143530"W -58.722 0.99993448 PK NAIL W/OTAK WASHER

PROJECT : Dismal Nitch Rest Area DATE OF FIELD WORK : May 2015 DATE OF FINAL ADJUSTMENT : June 2015

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : Washington South SPCS NAD83 (2011) VERTICAL DATUM : Orthometric Elevations based on the NAVD88 GEOID 12a

To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.

C:

\M yF ile s\ Pr oj ec ts \W as hi ng to n\ D is m al _n itc h\

LG

O

D is m al _N itc h_

Co nt ro ls he et

.x ls x] Sh ee t

3- N ov -2

1:

PM

W

FL

H

D S ur ve y

D

C he ck er

D es ig ne d by

C he ck ed by

STATE PROJECT

D.10

SHEET

NUMBER

DOT 401(1)WA

SURVEY CONTROL

NOTE:

2.

1.

(1 of 6)

WSDOT STANDARD GUARDRAIL

E.8.

references to standard plans C-1 and C-1B, and refer to sheets E.5 -

WSDOT Standard Plans are not part of this contract. Disregard

Section 617.

Disregard references to Standard Specification 9-16.3(2) and refer to

WSDOT Standard Specifications are not part of this contract.

E.3

STATE PROJECT

NUMBER

SHEET

WA DOT 401(1)

P

A p r il

U

S S u r ft

D

W

F L

H D I

D I Q

H H D is m a l

N it c h S

R A C

A D

D S h e e ts

W a d o t4 e .d g n

W .L

A N

G L I T

Z B

R O

C H

E

C h e c k e d b y

D e s ig n e d b

(2 of 6)

WSDOT STANDARD GUARDRAIL

NOTE:

2.

1.

Use a flare rate of 25:1 or flatter to achieve this offset.

Install terminal such that the end is offset from the alignment of the guardrail.

Use of Trinity ET 31 or ET-Plus is not allowed.

E.4

STATE PROJECT

NUMBER

SHEET

WA DOT 401(1)

A p r il

U

S S u r ft

W

F L

H D I

D I Q

H H D is m a l

N it c h S

R A C

A D

D S h e e ts

W a d o t4 e .d g n

W .L

A N

G L I T

Z B

R O

C H

E

C h e c k e d b y

D e s ig n e d b

1.

(3 of 6)

WSDOT STANDARD GUARDRAIL

E.8.

references to standard plan C-1B, and refer to sheets E.7 and

WSDOT Standard Plans are not part of this contract. Disregard

E.5

STATE PROJECT

NUMBER

SHEET

WA DOT 401(1)

A p r il

U

S S u r ft

W

F L

H D I

D I Q

H H D is m a l

N it c h S

R A C

A D

D S h e e ts

W a d o t4 e .d g n

W .L

A N

G L I T

Z B

R O

C H

E

C h e c k e d b y

D e s ig n e d b

(4 of 6)

E.6

STATE PROJECT

NUMBER

SHEET

WA DOT 401(1)

a r c h

U

S S u r ft

W

F L

H D I

D I Q

H H D is m a l

N it c h S

R A C

A D

D S h e e ts

W a d o t4 e .d g n

W .L

A N

G L I T

Z B

R O

C H

E

C h e c k e d b y

D e s ig n e d b

(5 of 6)

E.7

STATE PROJECT

NUMBER

SHEET

WA DOT 401(1)

a r c h

U

S S u r ft

W

F L

H D I

D I Q

H H D is m a l

N it c h S

R A C

A D

D S h e e ts

W a d o t4 e .d g n

W .L

A N

G L I T

Z B

R O

C H

E

C h e c k e d b y

D e s ig n e d b

(6 of 6)

E.8

STATE PROJECT

NUMBER

SHEET

WA DOT 401(1)

a r c h

U

S S u r ft

W

F L

H D I

D I Q

H H D is m a l

N it c h S

R A C

A D

D S h e e ts

W a d o t4 e .d g n

W .L

A N

G L I T

Z B

R O

C H

E

C h e c k e d b y

D e s ig n e d b

62403-0000 FURNISHING AND PLACING TOPSOIL [1] CUYD 2025

62510-2000 SEEDING, HYDRAULIC METHOD (NATIVE SEEDING) ACRE 0.90

62510-2000 SEEDING, HYDRAULIC METHOD (WETLAND SEEDING) ACRE 0.11

62516-4000 MULCHING, HAND METHOD SQYD 950

PLANTINGS, TREES, BALLED AND BURLAPPED EACH 2" CALIPER 4

PLANTINGS, TREES, EVERGREEN, 5' HEIGHT EACH 5' HEIGHT 3

PLANTINGS, TREES EACH 3'-4' CONT. 9

PLANTINGS, NATIVE SHRUB EACH 1 GALLON 2697

PLANTINGS, WETLAND PLANT EACH PLUG 1100

25125-0000 BOULDER (GOVERNMENT FURNISHED) EACH 28

BOULDER QUANTITIES

SIZEITEM DESCRIPTION UNIT QUANTITY

ITEM DESCRIPTION UNIT QUANTITY

For Information Only [2]

ITEM DESCRIPTION UNIT QUANTITY

PLANT QUANTITIES [2]

SEED AND MULCH QUANTITIES

ITEM QUANTITYDESCRIPTION UNIT

TOPSOIL QUANTITIES

FOOTNOTE:

[1] Apply herbicide to Monument Planting Area prior to topsoil placement. See Section 625 of the Special Contract Requirements. Herbicide is subsidiary to the cost of topsoil and other landscaping.

[2] Plant quantities shown are included in the lump sum item 62630-0000, Plantings.

(1 of 2)

EROSION CONTROL DETAILS

8-01.3(9)A, 8-01.3(15) and 9-33.2(1) and refer to Section 157.

Disregard references to standard specifications sections

WSDOT Standard Specifications are not part of this contract.

G.3

STATE PROJECT

NUMBER

SHEET

WA DOT 401(1)

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(2 of 2)

EROSION CONTROL DETAILS

8-01.3(15) and refer to Section 157.

Disregard references to standard specifications section

WSDOT Standard Specifications are not part of this contract.

G.4

STATE PROJECT

NUMBER

SHEET

WA DOT 401(1)

p r il

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H H D is m a l

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(1 of 2)

TYPE III BARRICADE DETAIL

H.5

STATE PROJECT

NUMBER

SHEET

WA DOT 401(1)

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(2 of 2)

TYPE III BARRICADE DETAIL

H.6

STATE PROJECT

NUMBER

SHEET

WA DOT 401(1)

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(1 of 12)

ILLUMINATION DETAIL

refer to sheet J.8.

sheet J.6; disregard references to Standard Plan J-28.50 and disregard references to Standard Plan J-28.30 and refer to references to Standard Plan J-28.22 and refer to sheet J.5;

WSDOT Standard Plans are not part of this contract. Disregard 1.

J.4

STATE PROJECT

NUMBER

SHEET

WA DOT 401(1)

A p r il

U

S S u r ft

W

F L

H D I

D I Q

H H D is m a l

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(2 of 12)

ILLUMINATION DETAIL

sheet J.8.

disregard references to Standard Plan J-28.50 and refer to references to Standard Plan J-28.30 and refer to sheet J.6;

WSDOT Standard Plans are not part of this contract. Disregard 1.

J.5

STATE PROJECT

NUMBER

SHEET

WA DOT 401(1)

p r il

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S S u r ft

W

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H D I

D I Q

H H D is m a l

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D e s ig n e d b

(3 of 12)

ILLUMINATION DETAIL

references to Standard Specifciations Section 8-20.3(4) and refer to Section 636.

WSDOT Standard Specifications are not part of this contract. Disregard 3.

Install fixed base.2.

Standard Plan J-28.40 and refer to sheet J.4.

WSDOT Standard Plans are not part of this contract. Disregard references to 1.

J.6

STATE PROJECT

NUMBER

SHEET

WA DOT 401(1)

p r il

U

S S u r ft

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H D I

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H H D is m a l

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(4 of 12)

ILLUMINATION DETAIL

NOTE:

references to Standard Specifciations and refer to Section 636.

WSDOT Standard Specifications are not part of this contract. Disregard 3.

Install fixed base.2.

Standard Plan J-28.30 and refer to sheet J.6.

WSDOT Standard Plans are not part of this contract. Disregard references to 1.

J.7

STATE PROJECT

NUMBER

SHEET

WA DOT 401(1)

p r il

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(5 of 12)

Install fixed base.2.

Plan J-28.70 and refer to sheet J.9

Standard Plan J-28.30 and refer to sheet J.6; disregard references to Standard

WSDOT Standard Plans are not part of this contract. Disregard references to 1.

NOTE:

J.8

STATE PROJECT

NUMBER

SHEET

WA DOT 401(1)

p r il

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H D I

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T E

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C h e c k e d b y

D e s ig n e d b

(6 of 12)

NOTE:

references to Standard Specifciations Section 8-20 and refer to Section 636.

WSDOT Standard Specifications are not part of this contract. Disregard 2.

Standard Plan J-60.05 and refer to sheets J.12 - J.15.

WSDOT Standard Plans are not part of this contract. Disregard references to 1.

J.9

STATE PROJECT

NUMBER

SHEET

WA DOT 401(1)

p r il

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(7 of 12)

NOTE:

references to Standard Specifciations and refer to Section 636.

WSDOT Standard Specifications are not part of this contract. Disregard 1.

J.10

STATE PROJECT

NUMBER

SHEET

WA DOT 401(1)

p r il

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H D I

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H H D is m a l

N it c h S

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D e s ig n e d b

For references stating "See Note _", see sheet J.10 for notes.1.

(8 of 12)

ILLUMINATION DETAIL

J.11

STATE PROJECT

NUMBER

SHEET

WA DOT 401(1)

M a r c h

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W

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H D I

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(9 of 12)

J.12

STATE PROJECT

NUMBER

SHEET

WA DOT 401(1)

M a r c h

U

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W

F L

H D I

D I Q

H H D is m a l

N it c h S

R A C

A D

D S h e e ts

W a d o t4

J .d

C h e c k e d b y

D e s ig n e d b

(10 of 12)

J.13

STATE PROJECT

NUMBER

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WA DOT 401(1)

M a r c h

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N it c h S

R A C

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D S h e e ts

W a d o t4

J .d

C h e c k e d b y

D e s ig n e d b

(11 of 12)

J.14

STATE PROJECT

NUMBER

SHEET

WA DOT 401(1)

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N it c h S

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C h e c k e d b y

D e s ig n e d b

(12 of 12)

J.15

STATE PROJECT

NUMBER

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WA DOT 401(1)

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D I Q

H H D is m a l

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W a d o t4

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D e s ig n e d b