final wa-a2015025_PlanSet.pdf

STATE PROJECT

SHEET

NUMBER

WA PACIFIC 2015(2) A.2

INDEX TO SHEETS

A. GENERAL INFORMATION

A.l TITLE SHEET

A.2 INDEX TO SHEETS

A.3 PLAN SYMBOLS AND ABBREVIATIONS

A.4 VICINITY MAP

B. SUMMARY OF QUANTITIES

B.1-2 SUMMARY OF QUANTITIES

C. TYPICAL SECTIONS

C.1-2 TYPICAL SECTIONS

D. PLAN & PROFILE

D.1 TABULATION OF QUANTITIES

D.2 PARKING LOT SITE PLAN

D.3 PARKING LOT LAYOUT

D.4 PARKING POINT TABLE

D.5 RIEKKOLA PARKING LOT SITE PLAN

D.6 APPROACH 1 PLAN AND PROFILE

D.7 OVERFLOW PLAN AND PROFILE

D.8 67TH PLAN VIEW

D.9 SURVEY CONTROL

E. PARKING AREAS

E.l TABULATION OF QUANTITIES

E.2 PARKING LOT SITE PLAN

E.3 PARKING LOT LAYOUT

E.4 PARKING POINT TABLE

F. UTILITIES

F.1 TABULATION OF QUANTITIES

F.2 UTILITY LAYOUT

F.3 UTILITY DETAILS

F.4 SANITARY SEWER DETAILS

vi G. EROSION CONTROL

G.1 TABULATION OF QUANTITIES

G.2 EROSION CONTOL PLAN

G.3-4 EROSION CONTOL DETAILS

g H. TEMPORARY TRAFFIC CONTROL PLAN .ci

H.l TABULATION OF QUANTITIES

H.2 TEMPORARY TRAFFIC CONTROL PLAN

H.3-4 TEMPORARY TRAFFIC CONTROL DETAILS

¾

I. PERMANENT TRAFFIC CONTROL PLAN<D

<D

1.1 TABULATION OF QUANTITIES

1.2-4 PERMANENT TRAFFIC CONTROL PLAN

1.5-9 PERMANENT TRAFFIC CONTROL DETAILS

INDEX TO SHEETS

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

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

N

Fiber Roll or Wattle

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

:1

P

M

N o v e m b e r

D e fa u lt c p w

-w o rk

\d \w a -a a c .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

A.3PACIFIC 2015(2)WA

BH

CP GPS

TP

DI

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

RIP

G GW 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

SCALE IN MILES

PIONEER RD

S A

N D

R I D

G E R

D

67th PLACE

D O

H M

A N

C R

EEK

T A

R L

A T

T S

L O

U G

H

LAKE

TINKER

P A

C I F I C A

V E N

A L B

E R

S S

L O

U G

H

REFUGE

WILDLIFE

NATIONAL

WILLAPA

BAY

WILLAPA

BEACH

LONG

PROJECT LOCATION

Riekkola parking

HEADQUARTERS PARKING LOT

:2

A u g u s t

V ic in it y

M a p

S h e e t] p w w o r k \d

\w a a a d .d g n

VICINITY MAP

STATE PROJECT

NUMBER

WA PACIFIC 2015(2) A.4

Sheet and Description

SECTION D SECTION F SECTION G SECTION H SECTION I -

PLAN & PROFILE UTILITIES EROSION CONTROL

TEMPORARY TRAFFIC

CONTROL

PERMANENT 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 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 1,000 20 1,020

A0140 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 9 6 15

A0160 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 50 50

A0180 20401-0000 ROADWAY EXCAVATION CUYD 3,800 380 4,180

A0200 20410-0000 SELECT BORROW CUYD 295 15 310

A0220 20701-0500 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE E (WOVEN) SQYD 3,565 355 3,920

A0240 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 1,210 60 1,270

A0260 30302-5000 AGGREGATE SURFACE RECONDITIONING LNFT 286 25 311

A0280 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 980 50 1,030

A0300 41201-0000 TACK COAT TON 3 3

A0320 60915-1000 WHEELSTOP, CONCRETE EACH 26 26

A0340 61102-1545 2-INCH WATERLINE LNFT 130 25 155

A0360 61202-0100 4-INCH SEWER LINE, PLASTIC LNFT 120 120

A0380 61207-0000 CLEANOUT EACH 1 1

A0400 61501-0200 SIDEWALK, COLORED CONCRETE (STAMPED) SQYD 170 170

A0420 62201-0600 BACKHOE LOADER, 8 CUBIC FOOT

MINIMUM RATED CAPACITY BUCKET,

30-INCH WIDTH HOUR 40 40

A0440 62201-3000 HYDRAULIC EXCAVATOR HOUR 40 40

A0460 62301-0000 GENERAL LABOR HOUR 20 20

A0480 62501-0000 TURF ESTABLISHMENT ACRE 1.0 1.0

A0500 63302-0000 SIGN SYSTEM SQFT 20 20

A0520 63309-0900 DELINEATOR, TYPE FLEXIBLE, GROUND

MOUNTED EACH 3 3

A0540 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID

(WHITE) LNFT 5,144 200 5,344

A0560 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT

ARROW EACH 8 8

A0580 63405-0850 PAVEMENT MARKINGS, TYPE B,

ACCESSIBILITY SYMBOL EACH 4 4

MileStone: 100% Date Completed: In Progress Report Date: 08/11/21

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A -A u g -2

:0 P

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities c:

\p w -w o rk

\d su m m a ry

.x ls m ]S h ee t

STATE PROJECT

B.1PACIFIC 2015(2)WA

NUMBER

Sheet and Description

SECTION D SECTION F SECTION G SECTION H SECTION I -

PLAN & PROFILE UTILITIES EROSION CONTROL

TEMPORARY TRAFFIC

CONTROL

PERMANENT TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0600 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 2 2

A0620 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 35 10 45

A0640 63622-0000 UTILITY TRENCH LNFT 120 120

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number c:

\p w -w o rk

\d su m m a ry

.x ls m ]S h ee t (2

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-A u g -2

:0 P

M

MileStone: 100% Date Completed: In Progress Report Date: 08/11/21

STATE PROJECT

B.2PACIFIC 2015(2)WA

� Turf establishment c:: -- -- -- - -�li-m-it-s�1� --- - -------

5'

C:

u

,,,,---1---1 Existing ground

- -a.

Turf establishment limits flJ

5' -- -- -►, Varies 16' -35' Traveled Way

Varies

Profile grade

/varies 19' - 23' Traveled Way c::

5' u -------2

� Turf ·-establishment � limits 1 t;

-1-�?-, �-��-�-!

c g

Ee-

J

-�!�-t h

-m -et -ho-d -2,-

Se pa n

-:ra'i,:i::�g g�u�:- Asphalt concrete pavement, geotextile filter, class 1, type E (woven) type 1, placed in two equal lifts, Select borrow 3" compacted depth

1'

APPROACH ROAD 1

60+00 TO 60+ 66.40

t 10' '

Traveled Way I

2% r Profile grade

2% t; �

Trav�:� Way l

► ✓ C: ·-

� Aggregare suITL- - -. ·- - �c: = �:��� ,;:� Ex;st;ng R;p,ap o;och reconditioning Asphalt concrete pavement, type 1, placed in two equal lifts, 3" compacted depth

MAINLINE 67TH PLACE

43+34 to 44+15.25

45+24 to 46+20 t r Profile grade Width varies

Varies O' - 4' 10'

Traveled Way

2%

' 10' 1'

Traveled Way

2% Tie into top of existing riprap ditch _ - - - - -

Existing ground

<I)

0 Y:e--- ------ ------ \,,-

Roadway aggregate, method 2, 12" compacted depth

Select borrow

Tack coat (between lift�� Existing Riprap Ditch Asphalt concrete pavement, type 1, placed in two equal lifts, 3" compacted depth

MAINLINE 67TH PLACE

44+ 15.25 to 45+24

NO SCALE

STATE

WA

Pull aggregate base to cover safety edge

Roadway aggregate, Method 2 First lift of asphalt

PROJECT

PACIFIC 2015(2)

SAFETY EDGE DETAIL

FOOTNOTE:

r11 Construct slopes per the 3D model.

r21 Terminate separation-stabilization geotextile one foot behind finished slopes

TYPICAL SECTIONS

SHEET

NUMBER

C.1

NO SCALE

A-A

HEADQUARTERS PARKING LOT

2% typ.

Turf establishment limits

C le a r in g l im it s

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

ROUNDING DETAIL

FILL SLOPE

ROUNDING DETAIL

[2]CUT SLOPE

[2]

Va ria ble

S lo p e s ta k e

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

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

0.25 D

0.25 D

Existing ground

Slope stake

Existing ground

Select borrow placed in two equal lifts, 3" compacted depth

Asphalt concrete pavement, type 1, 12" compacted depth

Roadway aggregate, method 2, Tack coat (between lifts)

[2]

[1] proportionally.

dimension and reduce the front slope rounding distance

For cut heights less than "B" reduce "B" to the cut height

Construct slopes per the 3D model.

Place aggregate per section 302.

behind finished slopes

Terminate separation-stabilization geotextile one foot

FOOTNOTE:

Existing ground

Existing concrete curb

[1]

A A

LINE

CROSS SECTION

[3] geotextile filter, class 1, type E (woven)

Separation-stabilization [3]

B

B

Traveled way Traveled way

Existing ground

CL

3% limits establishment

Turf

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

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

3%

80+00 to 81+40

B-B

OVERFLOW APPROACH

6" compacted depth

Conserved aggregate from existing parking lot, [4]

[4]

1:3

(1:2 max.)

Varies

1:

1:3

5'

10'-0'

B = 5'5'

D

D

5'5'

Varies

10' (typ.)10' (typ.) limits establishment

Turf

:5

J u ly w a a c b .d g n p w w o r k

\d

\w a a c b

.d g n

TYPICAL SECTIONS

STATE PROJECT

NUMBER

WA PACIFIC 2015(2) C.2

:5 u g u s t

T

A B

U L

A T

IO

N

O F

P L

A N

A N

D P

R O

F

IL

E Q

U A

N T

IT

IE

p w w o r k \d

\w a a d a .d g n

TABULATION OF QUANTITIES

STATE PROJECT

NUMBER

WA PACIFIC 2015 (2) D.1

Existing building

Existing building sidewalk

Existing concrete of gravel

Existing edge th P la c e

Proposed edge of pavement

Existing edge of gravel of pavement

Proposed edge

Slope stake limits

N of pavement

Proposed edge

20 4001020

Scale in feet

Proposed edge of gravel Proposed edge of pavement obstructions.

1. Existing down spout openings remain free of

NOTE:

Existing down spout

Slope stake limits

:2

J u n e

P a r k in g

S h e p w w o r k

\d

\w a a d b .d g n

SITE PLAN

PARKING LOT

STATE PROJECT

NUMBER

WA PACIFIC 2015(2) D.2

20 10

Scale in feet

0 20 40

STATE PROJECT

WA PACIFIC 2015(2)

PARKING LOT LAYOUT

SHEET

NUMBER

D.3

.._,____ _______________________________________________ ...1.... _______________ __J

EC, BTZ=69.21E=395473.23N=759049.4218

PC, ESZ=72.58E=395609.89N=759054.4317

PSZ=71.96E=395616.60N=759060.0016

PSZ=72.20E=395620.36N=759063.4115

PSZ=72.20E=395623.26N=759063.4114

PSZ=72.08E=395627.44N=759070.7113

PSZ=72.09E=395647.06N=759100.8212

PSZ=72.37E=395656.90N=759135.4911

PC, BSZ=71.69E=395657.66N=759157.2710

PCZ=70.42E=395625.71N=759232.279

ET,BCZ=68.95E=395560.33N=759232.828

PSZ=68.74E=39552.01N=759224.177

EC, BTZ=68.19E=395471.10N=759140.076

ET, BCZ=68.14E=395465.79N=759129.515

EC, BTZ=68.10E=395464.40N=759121.214

BCZ=68.00E=395454.26N=759100.613

ETZ=67.95E=395447.26N=759093.082

BTZ=68.20E=395438.10N=759083.211

NOTESELEVATIONEASTINGNORTHINGNO.

LAYOUT INFORMATION

:0 a y

B a s e .B

.U p w w o r k \d

\F

L H

C e ll s .c e l

POINT TABLE

PARKING

STATE PROJECT

NUMBER

WA PACIFIC 2015(2) D.4

stamped concrete

2. Match color/pattern/texture of existing colored colored concrete

1. Verify location of existing kiosk before placing

:1

A u g u s t

R ie k k o la

P a r k in g l o t

S h e p w w o r k

\d

\w a a d e .d g n

SITE PLAN

RIEKKOLA PARKING LOT

STATE PROJECT

NUMBER

WA PACIFIC 2015(2) D.5

existing

Sidewalk, colored concrete (stamped), 67th Place

Sidewalk, colored concrete (stamped), to be constructed

Sidewalk, colored concrete (stamped), existing

Legend:

to be constructed

Sidewalk, colored concrete (stamped), Fill slope with CO kiosk posts, field verify and coordinate

Approximate location of existing

NOTE:

th P la c e

Approach 1

Edge of Pavement

Slope stake limits

Slope stake limits

PLAN AND PROFILE

APPROACH 1

Existing ground

Profile grade

N46°22'03"E

60+00 60+10 60+20 60+30 60+40 60+50 60+60 60+70 60+80 60+90 1+00

65 65

8.

0%

+3.0 00%

.6

' VC25

5.00K =

'228.35SSD =

.3

.4

P O

B

E

.4

:1

J u ly

B L

P la n

S h e p w w o r k \d

\w a a d f .d g n

STATE PROJECT

NUMBER

WA PACIFIC 2015(2) D.6

J H

1 J

H S

P I K

E

PLAN AND PROFILE

OVERFLOW

Overflow

Slope stake limits

Edge of gravel

Slope stake limits

Profile grade

Existing ground

N15°42'22"E

N03°17'59"W

8000 8100

8.

0%

+3.0 95%

.0

.0

P

B

P

:2

A u g u s t

O v e r f lo w

O v e r f lo w

S h e p w w o r k \d

\w a a d f f .d g n

STATE PROJECT

NUMBER

WA PACIFIC 2015(2) D.7

WA PACIFIC 2015(2)

Existing centerline

67TH PLAN VIEW

SHEET

NUMBER

D.8

N '----___________________ ___L_ ______ _J

POINT

NORTH EAST ELEVATION DESCRIPTION

52 394261.591 757689.780 9.844 REBAR & CAP

53 393749.810 756059.498 60.465 REBAR & CAP

5042 393689.171 757283.287 10.783 REBAR & CAP

5111 393123.545 756954.773 51.977 CP

5173 394914.001 758658.926 10.267 5/8" IR W/YPC

5305 394821.666 757962.468 9.086 REBAR & CAP

Hub1 394978.562 758660.110 10.629 pk nail

PROJECT : Willapa National Wildlife Refuge phase II DATE OF FIELD WORK :Multiple Entries

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : Assumed (scaled to project datum) VERTICAL DATUM : Based on NAVD88 GEOID12b

PROJECT COORDINATES

c:

\p w -w or k\ d

W A Pa ci fi c_

(2 co n tr ol sh ee t.

xl sx

]S h ee t -A p r-

:0 P

M Pa ci fi c

C ou n ty a n d P

A X

W

FL

H D

S u rv ey

D es ig n ed b y:

C h ec ke d b y:

STATE PROJECT

D.9

SHEET

NUMBER

PACIFIC 2015(2)WA

SURVEY CONTROL

NUMBER

WA PACIFIC 2015 (2) F.1

UTILITY QUANTITIES

ITEM NO. DESCRIPTION UNIT QUANTITY

61102-1545 2-JNCH WATERLINE LNFT 130

61202-0100 4-JNCH SEWER LINE, PLASTIC LNFT 120

61207-0000 CLEANOUT EACH 1

ui 63622-0000 UTILITY TRENCH LNFT 120 w

§ z ti'.

z z z

§ "C

.!E

I i u

TABULATION OF QUANTITIES ;;

T

JH

H

T

S S

S S

S S

C P

R

N A

IL

W

VW V

W V

W V

T P

E M

E

MH

O

V A U

LT

T W V

W V

LID

W V

LID

W V

LID

W V

LID

W V

LID

PK

E L6

.4

E M

W F

R A

IS

E D

TA

N K

W F

IR

O

N R

O D

FIN

IS

H E D

FLO

O R E

LE

V A T

IO

N .5

FU

E

L TA

N K

T P

E M

E M

JH

JH

S

PIK

E

N sewer line, plastic

Proposed 4-inch sewer line, plastic

Existing 4-inch

Existing cleanout cleanout

Proposed

Existing power Z=63.34

Y=395512.07

X=759091.19

Z=65.06

Y=395563.86

X=759098.19

Z=67.12

Y=395602.19

X=759126.64

Existing cleanout

Existing water water line, plastic

Proposed 2-inch

NOTE:

mainlines.

3. Maintain a minimum of 2 feet of cover over water sanitary sewer main crossings.

2. Maintain 12-inch vertical clearance between water and between sewer and water main lines.

1. Maintain a minimum of 10-foot horizontal separation

Existing utility valves

Existing power

[1]

[2]

[1]

FOOTNOTE:

Adjust valve covers to finish grade or as directed by CO.

building and flush with existing ground.

Make connection to water/sewer stub 2 feet from existing [1]

[2]

Existing power

Existing building

:1

A u g u s t

P a r k in g

S h e p w w o r k

\d

\w a a jb

.d g n

UTILITY LAYOUT

STATE PROJECT

NUMBER

WA PACIFIC 2015(2) F.2

Finish grade

2 Topsoil or Pavement Surfacing ·E. as directed . . ." ·. . . · _-: ·. q • ., •

'--- • . . · .. . Bas� matenal. . · .

d, • �, · d • 4

. d • 4

Roadway embankment

Gravel for trench backfill r21

Toning wire

Gravel for pipe bedding r21

18" (min.)

PIPE TRENCH DETAIL

.e Cl

STATE

WA

Loop toning wire around bolt

¼" Plastic nut & bolt 1 " below top of pipe

4" ABS riser pipe or approved equal

Finish grade r"\j

Warning tape

Force main

PLAN VIEW

t r"\j

Wire nut on a 1" exposed end

Std. cleanout cover r11

Loop toning wire around bolt 6 times Bare 1" of the end and cover with wire nut

¼" Plastic nut & bolt 1" below top of pipe

Fill with sand

4" ABS riser pipe or approved equal

Toning wire

Splice

SECTION VIEW

LOCATE STATION

FOOTNOTE:

PROJECT

PACIFIC 2015 (2)

[lJ Standard adjustable cleanout cast iron frame and cover

SHEET

NUMBER

F.3 must conform to the requirements of AASHTO M105 Grade 30B.

NO SCALE

r21 Place backfill per Section 209

UTILITY DETAILS

NO SCALE

GATE VALVE

6" sch. 40 PVC pipe

"Sewer"

Cast iron valve box with cover marked

#4 rebar (typ.)

#4 rebar (typ.)

rebar (typ.)

casting and concrete #4

50# felt between pipe reducer to saddle gate valve

8"X 6" P.E. X bell PVC rising stem seated bronze wedge/ operator and non

Gate valve (AWWA C515) with resilient

Route toning wire around riser c o m p a c te d a t 9 m in . a ll a r o u n d

Bedding material concrete pad is required

In non-paved area concrete pad is required

In non-paved area

NOTE:

4. Valve box shall be cast iron with cover marked "Sewer" to read "Sewer"

3. Cleanout frame shall be 11-1/2" X 7-5/8" with cover

2. Install 50# felt between concrete and pipe joint (each side) stem with 2" square bronze operator with restrained

1. MJ gate valve (AWWA C515) with non rising

24"

:0

M a r c h

T a b lo id -L a n d s c a p p w w o r k

\d

\w a a jd

.d g n

DETAILS

SANITARY SEWER

STATE PROJECT

NUMBER

WA PACIFIC 2015 (2) F.4

:1 u g u s t

L e tt e r L a n d s c a p p w w o r k \d

\w a a g a .d g n

TABULATION OF QUANTITIES

STATE PROJECT

NUMBER

WA PACIFIC 2015(2) G.1

PK

E L6

.4

R A

IS

E D

TA

N K

IR

O

N R

O D

FU

E

L TA

N K

O G

N

Fiber roll

Slope stake limits

Slope stake limits

LEGEND:

Check dam

Fiber roll

Flow arrow

Fiber roll

Check dam

:3

A u g u s t

P a r k in g

S h e p w w o r k

\d

\w a a g b .d g n

EROSION CONTROL PLAN

STATE PROJECT

NUMBER

WA PACIFIC 2015(2) G.2

WA PACIFIC 2015(2) G.3

WA PACIFIC 2015(2) G.4

:0

J u ly w a a c a a a .d p w w o r k

\d

\w a a h a .d g n

TABULATION OF QUANTITIES

STATE PROJECT

NUMBER

WA PACIFIC 2015(2) H.1

SCALE IN MILES

N

PIONEER RD

S A

N D

R I D

G E R

D

67th PLACE

D O

H M

A N

C R

EEK

T A

R L

A T

T S

L O

U G

H

LAKE

TINKER

P A

C I F I C A

V E N

A L B

E R

S S

L O

U G

H

REFUGE

WILDLIFE

NATIONAL

WILLAPA

BAY

WILLAPA

BEACH

LONG

lot to be constructed.

NWR headquarters parking Riekkola parking lot

LOCAL TRAFFIC ONLY

ROAD CLOSED

2 MILES AHEAD

LOCAL TRAFFIC ONLY

ROAD CLOSED

3000 FEET AHEAD

ROAD

CLOSED

LEGEND:

# Sign number. See table on Sheet I.1

X#-# MUTCD sign code

R11-3A

R11-3A

R11-2

Temporary traffic control, barricade Type 3

:0

M a y

V ic in it y

M a p

S h e p w w o r k \d

\w a a h b .d g n

CONTROL PLAN

TEMPORARY TRAFFIC

STATE PROJECT

NUMBER

WA PACIFIC 2015(2) H.2

WA PACIFIC 2015(2) H.3

WA PACIFIC 2015(2) H.4

:2

J u ly w a a c a a a .d p w w o r k

\d

\w a a ia

.d g n

TABULATION OF QUANTITIES

STATE PROJECT

NUMBER

WA PACIFIC 2015(2) I.1

type B, solid white

Pavement markings, type B, solid white

Pavement markings, accessibility symbol

Pavement markings, straight arrow

Pavement markings, type B, solid white

Pavemnent markings, 20 4001020

Scale in feet

Wheel stop, concrete (typ.)

type B, solid white

Pavement markings, :3 u g u s t

P a r k in g

S h e p w w o r k \d

\w a a ib

.d g n

HEADQUARTERS PARKING LOT

PERMANENT TRAFFIC CONTROL

STATE PROJECT

NUMBER

WA PACIFIC 2015(2) I.2

LEGEND:

Sign number. See table on Sheet I.1

X#-# MUTCD sign code

'-0

'-0

1'

:3

A u g u s t

R ie k k o la

P a rk in g L o t

P T

C P la p w w o r k

\d

\w a a ic

.d g n

RIEKKOLA PARKING LOT

PERMANENT TRAFFIC CONTROL

STATE PROJECT

NUMBER

WA PACIFIC 2015(2) I.3

W11-2 markings, type B (solid white)

Crosswalk, pavement type B, solid white

Pavement markings, Wheelstop, concrete (typ.)

Wheelstop, concrete (typ.)

W16-7p

W11-2

W16-7p of crosswalk

Approximate termini

NOTE:

Verify with CO prior to work.

1. Termini of crosswalk approximate.

type B, solid white

Pavement markings, 67th Place

Existing centerline

A p p ro a c h

20 4001020

Scale in feet

N ground mounted

Delineator, type flexible, P O

E

.0

43+70.0

PC

.2

43+34.0

POB

43+70.0

PC

.2

43+34.0

POB

:2 u g u s t th

P la n V ie w

S h e p w w o r k \d

\w a a id

.d g n

67TH PLACE

PERMANENT TRAFFIC CONTROL

STATE PROJECT

NUMBER

WA PACIFIC 2015(2) I.4

WA PACIFIC 2015(2) I.5

10' 10'

Roadway

LC

Lane

Edge of pavement Edge of pavement

Apply two coats

Solid white, typ.

NO SCALE

CROSSWALK PAVEMENT MARKING LAYOUT

Apparent Centerline

1'

2'

3' 3'

Lane Lane

:0 a y

B a s e .B

.U p w w o r k \d

\F

L H

C e ll s .c e l

CROSSWALK DETAIL

STATE PROJECT

NUMBER

WA PACIFIC 2015(2) I.6

WA PACIFC 2015(2) I.7

WA PACIFIC 2015(2) I.8

Cl "O ci

M M

M st

II}

E ;'l-e:

"O

Top edge of reflective sheeting

I

2' min.

8'max.

Manufactu,er's bury depth - -r

FLEXIBLE DELINEATOR

GROUND MOUNTED

Top edge of reflective sheeting

FLEXIBLE DELINEATOR

GUARDRAIL MOUNTED OPTION

(Use only with wood guardrail posts)

;_,L

White retroreflective sheeting

FACING TRAFFIC BACK SIDE

Fasten delineator to guardrail post using two¾" x 2" lag screws with washers at centerline of post.

Other approved fastening methods submitted by the delineator manufacturer are also acceptable

Top edge of reflective sheeting

FLEXIBLE DELINEATOR

SURFACE MOUNTED

Install delineators on outside of curve at spacing S

Final delineator may be removed if B > 5/2 s

PLACEMENT ON HORIZONTAL CURVES

Locate initial delineator so that it is visible for

100' typ. t;c de�:ng the b:ge �ax-�

I :

� Locate initial delineator so that it does not !inder the view of the bridge delineator for approaching traffic

REFLECTIVE SHEETING DETAIL PLACEMENT AT BRIDGE APPROACHES

STATE PROJECT

WA PACIFIC 2015(2)

NOTE:

1. When a delineator falls within a cross road or approach, the delineator may be moved in either direction a distance not to exceed one quarter of the normal spacing. Eliminate the delineator if this allowance is exceeded.

2. Place delineators 2 feet from the edge of design shoulder unless otherwise specified.

3. Install delineators behind the rail at guardrail locations.

Either drive the delineator in line with the guardrail posts or mount a shorter delineator onto the guardrail post as shown on this sheet.

4. When the contract does not provide for the construction of the ultimate pavement, allow for the thickness of base and pavement to be placed later when establishing the elevation of the traffic delineators.

5. Use the current edition of the Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD) as a guide for delineation layout.

DELINEATOR SPACING

ON HORIZONTAL CURVES

CURVE RADIUS SPACING (S)

(FEET) (FEET)

50 20 115 25 180 35 250 40 300 50 400 55 500 65 600 70 700 75 800 80 900 85

1,000 90 Spacing for a specific curve may be interpolated from the table, or calculated using the formula:

Spacing = 3 v R-50.

The minimum spacing should be 20 feet.

Curve spacing should not exceed 300 feet.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

U.S. CUSTOMARY DETAIL

WASHINGTON

DELINEATORS

SHEET

NUMBER

1.9

NO SCALE

DETAIL APPROVED FOR USE 1/2008 DETAIL

REVISED:

W633-80