WA_FWS_WILL_67(1)_Final_Plans.pdf

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

M a r c h

U

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

W .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.2WA FWS WILL 67(1)

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

01 1

SCALE IN MILES

Briscoe

Lake

Breaker

Deer

Lake

Clam Lake Gile

Lake

Tinker

Lake

R

W

R

BE

A R

R I

V E

R

S L

O U

G H

G

IL

E S

A L

B E

L

O U

G H

T A

R L

A T

T S

L O

U G

H

P A

R K

E R S L

O U

G H

WILLAPA BAY

Porter Point

W

IL

L A

P A

N A

T L

W I L

D L I F E

LONG BEACH

P A

C

IF

IC

O

C E

A N

P A

C

IF

IC

V

A

N D

R

ID

G

D

PIONEER RD

CRANBERRY RD

PACIFIC

COUNTY

67 TH PL

0.5 0.5

P E

N N I

S U

L

H

Y

VICINITY MAP

Refuge Headquarters 3 miles to

T 11 N

T 10 N

A.3

STATE PROJECT

NUMBER

WA

FWS WILL 67(1)

w a r w il l0 a a .d g n

U

S S u r

D

C h e c k e d b y

K

A

T O

N B

R O

W D e s ig n e d b y

REIKKOLA

PARKING

LOT

Sheet and Description

SECTION C

PARKING

UNIT

Bid Schedule

A1000 15101-0000 MOBILIZATION LPSM ALL

A1010 15701-0000 SOIL EROSION CONTROL LPSM ALL

A1020 20302-0700 REMOVAL OF FENCE LNFT 650 650

A1030 20411-0000 SELECT BORROW TON 1,370 1,370

A1040 20701-0200 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE B SQYD 975 975

A1050 20703-2000 GEOGRID, STABILIZATION SQYD 950 950

A1060 30202-1000 ROADWAY AGGREGATE, METHOD 1 TON 380 380

A1070 40301-0000 ASPHALT CONCRETE PAVEMENT TON 210 210

A1080 60102-0000 CONCRETE SQYD 6 6

A1090 60201-0600 18-INCH PIPE CULVERT LNFT 120 120

A1100 60915-3000 WHEELSTOP, RECYCLED PLASTIC EACH 15 15

A1110 61901-0000 FENCE LNFT 34 34

A1120 61902-1400 GATE, METAL, 16 FEET WIDTH EACH 1 1

A1130 61904-0000 BOLLARD POST (Fixed) EACH 6 6

A1140 61904-0000 BOLLARD POST (Removable) EACH 6 6

A1150 62502-0000 TURF ESTABLISHMENT SQYD 600 600

A1160 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID LNFT 350 350

A1170 63405-0450 PAVEMENT MARKINGS, TYPE A,

ACCESSIBILITY SYMBOL EACH 2 2

A1180 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM All ALL

A1190 64605-1000 FIXTURE, KIOSK LPSM All ALL

MileStone: Final Date Completed: In Progress Report Date: 09/16/15

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-S ep

-2

:4

PM

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities c:

\m yf ile s\ pw

_p ro du ct io n\ d0 w a-r-w ill

1s um m ar y.

xl sm ]S he et

STATE PROJECT

B.1WILL 67(1)WA

Scale in feet

CP

24103

CP

24101

0 20 40

67th Place

See Sheet F.2 for details

Install 16' wide gate

C.1

STATE PROJECT

w a r w il l0 d

U

S S u r

D

C h e c k e d b y

A

T O

N B

R O

W D s ig n e d b y

Remove existing fence

See Sheet F.1 for details

Install new fence fence existing Retain fence existing Remove type B, solid 4" pavement markings, Recycled Plastic (typ) Wheelstop, Sawcut existing pavement

Install bollard posts

FOOTNOTE:

PLAN

REIKKOLA PARKING LOT

Edge of existing pavement

(typ.)

19' - 0" ty p

See Sheet G.1 for details sidewalk and pad.

Construct concrete

Extents to be marked by the CO.

Place roadway aggregate, 6" compacted depth.

stockpiling payment included in Pay Item 61902-1400 facility (approx 0.14 miles away). Removal and Stockplile existing gate at USFWS maintenance

See Sheet G.3 for details

Construct Kiosk iron ranger fee station.

Install goverment furnished

Installation payment included in Pay Item 64605-1000 Iron ranger fee station provided by USFWS.

See Sheets E.1-2 for details

Install 18" dia. pipe culvert, 35' length

See Sheets E.1-2 for details

Install 18" dia. pipe culvert, 50' length

See Sheets E.1-2 for details

Install 18" dia. pipe culvert, 30' length

Turf establishment

LEGEND:

Remove existing fence

Remove and stockpile existing gate

LC

A

Scale in feet FOOTNOTE:

CP

24103

CP

24101

0 20 40

2'-6"R

5'-0" R

R

0"

R

A

C.2

STATE PROJECT

w a r w il l0 d .d g n

U

S S u r

D

B R I A

N M

I N

O R

C h e c k e d b y

A

T O

N B

R O

W D s ig n e d b y

See sheet C.3 for sections.

LAYOUT

RIEKKOLA PARKING LOT

R

R

SECTION A-A

FOOTNOTE:

0 25 50 75 100

See sheet C.2 for section locations.

C.3

STATE PROJECT

w a r w il l0 d .d g n

U

S S u r

D

B R I A

N M

I N

O R

C h e c k e d b y

K e a to n B r o w d e r

D e s ig n e d b y

CL_SG

CL

1:3 2425

SHLD_SGFM_SSGHPF

SSFCP_SG

-2.0% -2.0%

1:32425

SHLD_SGFM_SSGHPF

SSFCP_SG

PAVEMENT SECTION DETAIL

Existing ground

Existing ground

SECTION DETAIL

Select Borrow, depth varies

Geogrid, stabilization

Geogrid, stabilization Separation-stabilization geotextile, Class 1, Type B

Class 1, Type B Separation-stabilization geotextile, 6" compacted depth

Roadway aggregate, method 1

Roadway aggregate, method 1, 6" compacted depth placed in two equal lifts 4" compacted depth

Asphalt concrete pavement placed in two equal lifts 4" compacted depth

Asphalt concrete pavement

DETAIL NO SCALE

U.S. CUSTOMARY DETAIL

NUMBER

SHEET

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

D.1 w a r w il l0 w .d g n

U

S C u s to m a r y

REVISED:

DETAIL APPROVED FOR USE 9/2007

W157-20

(ft)

3' min.

SEDIMENT WATTLE

(ft)

Drive stakes at each end and at 4' spacing t o m in

M in

3" to 5"

3' min. or

1" x 1" Wood stake

Excavate trench 2"

NOTE:

Step 2: Backfill soil against wattles

ELEVATION

PLAN

ELEVATION

Direction of runoff Fi ll slo pe

Flow direction

Flow

Existing ground for each wattle

Stakes requiredWattle length soil to ground level

Backfilled and compacted

Direction of runof f from disturb ed areas

PLAN

Slope

Spacing Slope

WATTLE SPACING

1:1

1:2

1:3

1:4 or flatter

PROPERLY STAKED AND ENTRENCHED WATTLE

WATTLE STAKING DETAIL

STAKES REQUIRED

Stake and entrench wattle

DRAINAGE DITCH INSTALLATION

INSTALLATION BEYOND TOE OF SLOPE

and install wattles

Step 1: Excavate trench

Sediment wattle

INSTALLATION ALONG SLOPES

Stagger joints (typ.)

Fl ow sp ac in g ch ar t

S ee w at tl e

Sediment wattle conditions.

Use drainage ditch installation only in low flow permanent installations.

wattle while staking. Live stakes may be used for until wattle is secure to slope. Do not crush

2.

1.

Existing ground (typ.)

to end, without overlapping the ends

Abut adjacent wattles tightly, end

Install wattles snugly into trench.

disturbed areas

Runoff from larger than wattle as specified in plans water from flowing around the wattle

Provide sufficient length to prevent

T o e o f fi ll s lo p e along contours.

Install wattles

18" ±

18"± 18" ± not exceeding 6" compacted depth.

Embankment material placed in layers

2'-0" ±

1'-0" ±

PIPE CULVERT BEDDING

METAL AND PLASTIC

602-3 minimum

1'-0"

(min.)

6"

(min.)

6" trench excavations

Reduce to 18" for *

24"

36" whichever is less

OR

Half diameter or span

> 54"

12" to 54"

6"

4"

48" and UP

UP to 48"

2H or 12' (max.)

2H or 12' (max.)

2H or 12' (max.)

2H or 12' (max.)

2H or 12' (max.)

2H or 12' (max.)2H or 12' (max.)

2H or 12' (max.)

2H or 12' (max.)1 or 36" (max.) for embankment installations excavation in trench

18" (min.)

12" (min.), 24" (max.)

"/foot of cover,2

6" in uncompacted depth.

compact in layers not over compressible material. Lightly and replace with selected fine

Remove unyielding material

Or lean concrete backfill in accordance with Section 614.

Soil classification: A-1, A-2-4, A-2-5, or A-3

"2 1 Plastic Pipe: Maximum particle size: 1

Soil classification: A-1, A-2, or A-3

Metal Pipe: Maximum particle size = 3" exceeding 6" compacted depth meeting the following:

Compacted backfill material placed in layers not

STANDARD NO SCALE

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE

E.1

PROJECT

S td .6

.d g n

U

S C u s to m a r y

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

Roadway embankment

Roadway embankment

ABOVE NATURAL GROUND

Roadway embankment

Natural ground

ON NATURAL GROUND

Roadway embankment

Natural ground

NATURAL GROUND

ABOVE AND BELOW

Bedding material (uncompacted)

TRENCH EXCAVATION IN EMBANKMENT

BELOW NATURAL GROUND OR

Roadway excavation

ON UNSTABLE MATERIAL

Natural ground

Roadway embankment

ON UNYIELDING MATERIAL

Roadway embankment

Natural ground

H * H *

PIPE BEDDING

BEDDING DEPTH

PIPE SIZE (H) DEPTH

NOTE:

MULTIPLE PIPE INSTALLATION

MINIMUM SPACING

SPACING

or Span

Diameter

Toe plate

ELEVATION

or Span

Diameter

Toe plate

SECTION A-A

be adjusted to tie into impervious material.

granular material is used for backfill. Width may material at the pipe culvert inlet where

Construct piping plug of impermeable backfill

PIPING PLUG

H

A

A Width

(see table)

Minimum spacing dimension of all pipe arch culverts.

H equals the diameter of all round pipe culverts or the rise amount of camber or increase the pipe culvert gradient.

designed exceeds the elevation of the inlet invert, reduce the curve. If the midpoint elevation on the parabolic curve as to 1% of the pipe length. Develop camber on a parabolic through the inlet and outlet inverts an ordinate amount equal

When directed, camber pipe culverts upward from a chord

2.

1.

H H

Piping plug

H H

H H

Finished subgrade

Bedding

Natural ground

Finished subgrade

Bedding

Finished subgrade

Bedding treatment

Culvert end Bedding before trench excavation embankment height

Finished subgrade or

Original natural ground surface fill material properly compacted with approved granular foundation firm bearing soil and replace

Remove unstable material to

Finished subgrade depth table

See bedding section Metal end

Pipe culvert

Embankment slope

High water elevation

H H

H

H

H H

H

H H or SPAN

DIAMETER

Metal end section

Finished subgrade

STANDARD APPROVED FOR USE 12/1993

DRAFT: 2/2009

REVISED: 4/1994 6/2005

602-5

PLASTIC PIPE CULVERT

12 57

66.5

63.5

45.5

24.5

14.5

INCHES

DIAMETER

INCHES MAXIMUM FILL HEIGHT (FEET) INCHES

DIAMETER

INCHES MAXIMUM FILL HEIGHT (FEET)

INCHES

DIMENSIONS

INCHES

DIAMETER

INCHES

DIAMETER

INCHES MAXIMUM FILL HEIGHT (FEET)HEIGHT (FEET)

MAXIMUM FILL

INCHESINCHES

DIAMETER

MAXIMUM FILL HEIGHT (FEET)INCHESINCHES

DIAMETER 1.4771.2921.3851.1540.9230.8570.607

MINIMUM WALL THICKNESS (INCHES)

MINIMUM WALL THICKNESS (INCHES)

0.358 0.438 0.358 0.438

STATE PROJECT

NUMBER

SHEET

E.2

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

a r c h

U c m y fi le s p w p r o d u c ti o n d S td .6

P la s ti c P ip e .d g n

FWS WILL 67(1) WA

NO SCALE

POLYVINYL CHLORIDE (PVC) PLASTIC ROUND PIPE CULVERT

PLASTIC PIPE END SECTION

SIDE

TOP

FILL HEIGHT TABLE AND MINIMUM CELL CLASSIFICATION NUMBER PER ASTM D 3350

SMOOTH WALL (SOLID WALL) CORRUGATED RIBBED

SIZE

PIPE

SIZE

PIPE

SIZE

PIPE

SIZE

PIPE

FILL HEIGHT TABLE AND MINIMUM CELL CLASSIFICATION NUMBER PER ASTM D 1784

SMOOTH WALL (SOLID WALL) RIBBED

SIZE

PIPE

NUMBER 335434C

CELL CLASSIFICATION

NO. 435400C

CELL CLASS.

NO. 335434C

CELL CLASS.

COVER

MINIMUM

NO. 12454

CELL CLASS.

NO. 12364

CELL CLASS.

COVER

MINIMUM

NO. 12454C

CELL CLASS.

NO. 12364C

CELL CLASS.

SIZE

PIPE

A

C

D

B

NOTE:

COVER

MINIMUM

NO. 334433C

CELL CLASS.COVER

MINIMUM

COVER

MINIMUM

A B C D

FRONT

END SECTION DIMENSIONS

POLYETHYLENE (PE) PLASTIC ROUND PIPE CULVERT

and rigid pavement.

pipe to the top of the pavement for both flexible

Measure maximum fill height from the top of the to the top of the pavement for rigid pavements.

culvert to the subgrade for flexible pavements, and

Measure minimum cover from the top of the pipe of camber or increase the pipe culvert gradient.

the elevation of the inlet invert, reduce the amount elevation on the parabolic curve as designed exceeds

Develop camber on a parabolic curve. If the midpoint ordinate amount equal to 1% of the pipe length.

a chord through the inlet and outlet inverts an

When directed, camber pipe culverts upward from

2.

1.

NO SCALE

1. Posts are made from West Coast Douglas Fir, Ponderosa Pine, or Lodgepole Pine. Posts are treated in accordance with AASHTO 133 using either Pentachlorophenal or Chromated Copper Arsenate. Minimum net retention of preservative per cubic foot of wood shall be:

Chromated Copper Arsenate 0.5 lb

Brace panel posts and horizontal braces have a minimum diameter of 6" and have a minimum length of 7'. Line posts have a minimum diameter of 6" and have a minimum length of 6'-6". Determine the diameters by measuring the circumference and dividing by 3.14.

8 gage galvanized. Staples are 1 1/2 " long, .015" galvanized.

FENCE DETAILS

Pentachlorophenol 0.5 lb

Wire stays are double strand, twisted, 9 1/2 gage galvanized. Brace guys are double strand, twisted, corner post End, gate or

Brace rail

Brace guys

Additional brace guy at gate posts line Ground

Brace post

Brace post m in m in

8' Post spacing 8' Post spacing stake (typ.)

Lever 1"x2"x1'

NOTE:

F.1

STATE PROJECT

w a r w il l0 r d .d g n

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S S u r

D

B R I A

N M

I N

O R

C h e c k e d b y

A

T O

N B

R O

W D s ig n e d b y

2.

BRACE PANEL FENCE

GATE DETAILS

SINGLE METAL FRAME GATE WOOD GATE BRACE

HINGE

Approved alternate gates may be used.1.

Gate post Brace post

Holdfast lug

Gate post frame (See table) Galvanized tubular

Brace

9"

8"

8"

7"

7"

Gate opening 16' 1 m in m in t y p concrete - typical 20" square or 22" round

3" 1 /4"

TUBULAR FRAME BRACESIN METERS

GATE OPENING

ROUND

WOOD

GATE POSTSGATE COMPONENTS

GATE

SINGLE

nominal

DIAMETER

nominal

DIAMETER DIA. OF SMALL END

min.-max. min.-avg.

16' 1.5" 2.72 1.25"

(min.)

lb/ft

NO.

7" - 9" 8"

NOTE:

FOOTNOTE:

2' or chain sliding latch

Spring closing to post Lag bolt hinges

F.2

STATE PROJECT

w a r w il l0 r d .d g n

U

S S u r

D

B R I A

N M

I N

O R

C h e c k e d b y

A

T O

N B

R O

W D s ig n e d b y

Brace panel fenceBrace panel fence 1

See sheet F.1 for brace panel fence detail.

11'-6" 11'-6"

23'-0" 10'-0"

(typ.)

CL

wire mesh

6" x 6" 10 Gage

No Scale

FOOTNOTE:

4" Concrete

4'-0"

F F F R R R F F F

R

LEGEND:

F

DETAILS

KIOSK & RESTROOM PAD

Edge of kiosk pad

KIOSK PAD DETAIL

Bollard post, fixed

Bollard post, removable

G.1

STATE PROJECT

w a r w il l0 r b .d g n

U

S S u r

D

B R I A

N M

I N

O R

C h e c k e d b y

A

T O

N B

R O

W D s ig n e d b y

Kiosk

See sheet G.2 for detail.

Type - III B geotextile, Earthwork

Existing ground

CONCRETE PAD DETAILS

.5 s lo p e

.5 s lo p e

See Sheet G.3 for details.

Select borrow

6" compacted depth

Aggregate base, 10'-0"

(typ.)

A A

RESTROOM PAD DETAIL

4'-0"

RRR

2' 2'

5'-0"

Concrete restroom pad

1/2" Eyebolt

DETAIL A

HASP FACE DETAIL

NOTE:and compact

Backfill with native material

2" Chamfer

6" X 6" timber

See Detail A and compact

Backfill with native material

6" X 6" timber

2" Chamfer

" metal spacer8

7" common hasps

"2 deck screws

4 - #10 x 3"

Attach with tube 3 sides

Weld hasp to steel are clean, dry and free of surface residue.

preservate meeting AWPA P-8. Assure members to be treated after treatment with three brush coats of copper naphthenate

Treat all field cuts and abrasions made in fabricated timber a retention of 0.40 lb/ft3, in accordance with 716.03.

and pressure treat with ACZA meeting AWPA standard C2 to content of 19%. After fabrication, incise timber rail and posts

Lumber - No. 1 or better douglas fir with maximum moisture weld with zinc-rich paint.

All hardware to be hot dipped galvanized. Treat field

3.

2.

1.

NO SCALE

1'-6"

1'-6"

BOLLARD DETAILS

Surfacing dependent on location Surfacing dependent on location

"16 timber for tailored fit.

tube sleeve with open bottom, trim

" inside dimension steel8 1" x 6 8

BOLLARD POST, REMOVABLE

Roadway aggregate, method 1

BOLLARD POST, FIXED

G.2

STATE PROJECT

w a r w il l0 r c .d g n

U

S S u r

D

B R I A

N M

I N

O R

C h e c k e d b y

A

T O

N B

R O

W D s ig n e d b y

Roadway aggregate, method 1

G.3

STATE PROJECT

w a r w il l0 p s .d g n

U

S S u r h e c k e d b y s ig n e d b y

KIOSK DETAILS

POST TOP NOTCH DETAIL

T-STRAP DETAIL

ROOF FRAMING

FRONT VIEW SIDE VIEW

1.78

4'

2'-10"

4'-6"

6" trim (typ.)

1"x8" Cedar trim (typ.)

1"x6" Cedar

4'-6"

" Exterior pressure treated plywood

6"x6" Pressure treated wood post

"x8" Carriage bolt (typ.)

2"x4" Pressure treated (typ.)

NOTE:

(3) 18" wide metal roof panels with cap and eave flashing

(4 req'd)

"x7" bolts

T-strap with six

4' treated 2"x4" Pressure wood post 6"x6" Pressure treated treated 2"x4" Pressure wood post 6"x6" Pressure treated this sheet See detail

T-strap this sheet See detail Post top notch treated (typ.)

2"x4" Pressure

8'

4'x8'x3 " Exterior plywood (2 req'd)

3'-6"

See Sheet G.1 for details Top of concrete pad.

to CO for approval.

4. Apply paint stain to all wood surfaces. Provide color samples

3. Use galvanized framing nails for all connections not specified.

2. Provide tamper resistant hardware for all connections shown.

1. See Section 646.