OR_FWS_ORCO_2015(2)_Plans.pdf

Katherine.Agnew Text Box

E. TWO RIVERS PENINSULA

D. ALDER ISLAND

C. TYPICAL SECTIONS

B. SUMMARY OF QUANTITIES

A. GENERAL INFORMATION

INDEX TO SHEETS

K. PERMANENT TRAFFIC CONTROL PLAN

H. DRAINAGE

G. EROSION CONTROL

F. GENERAL DETAILS

E.3

E.2

E.1

D.15

D.12-14

D.11

D.10

D.9

D.8

D.7

D.3-6

D.2

D.1

C.2-4

C.1

B.3-4

B.1-2

A.5

A.4

A.3

A.2

A.1

PSST SLIP BASE FOUNDATION

PSST ANCHOR FOUNDATION

MULTI-POST BREAKWAWAY SIGN SUPPORT

SIGN INSTALLATION DETAILS

PAVEMENT MARKINGS IN PARKING AREA

PAVEMENT MARKING DETAILS

GUIDE SIGN DETAILS

SIGN INSTALLATIONS

PAVEMENT MARKINGS

TABULATION OF QUANTITIES

OUTLET RIPRAP PROTECTION DETAILS

INFILTRATION BASIN DETAILS

VEGETATED SWALE DETAILS

TABULATION OF DRAINAGE QUANTITIES

FIBER ROLL

CHECK DAM

TEMPORARY INLET PROTECTION

ALDER ISLAND EROSION CONTROL PLAN

MISCELLANEOUS DETAILS

CONCRETE WHEELSTOP

K.10

K.9

K.8

K.7

K.6

K.5

K.4

K.3

K.2

K.1

H.4

H.3

H.2

H.1

G.4

G.3

G.2

G.1

F.2

F.1

TWO RIVERS RESTROOM AREA

TWO RIVERS LAYOUT INFORMATION

TABULATION OF TWO RIVERS PENINSULA QUANTITIES

MASONRY WALL DETAILS

KIOSK AREA DETAILS

RESTROOM PAD DETAILS

ENTRANCE SIGN DETAILS

SURVEY CONTROL

KAYAK ACCESS LAYOUT INFORMATION

KAYAK ACCESS PLAN AND PROFILE

PARKING AREA LAYOUT INFORMATION

PARKING AREA PLAN AND PROFILE

TABULATION OF ALDER ISLAND QUANTITIES

TYPICAL SECTIONS

TABULATION OF TYPICAL SECTION QUANTITIES

ALDER ISLAND AND TWO RIVERS PENINSULA (SCHEDULE B)

ALDER ISLAND (SCHEDULE A)

TWO RIVERS PENINSULA VICINITY MAP

ALDER ISLAND VICINITY MAP

PLAN SYMBOLS AND ABBREVIATIONS

INDEX TO SHEETS

TITLE SHEET

A.2

STATE PROJECT

NUMBER

SHEET

I n t_ ft

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

OR

FWS ORCO 2015(2)

FWS ORCO 2014(1)

P

M a y

K

A g n e w

C h e c k e d b y

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 SYMBOLS1

M a r c h

U

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

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.3

FWS ORCO 2015(2)

FWS ORCO 2014(1)

OR

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

NO SCALE

- no symbol -wall face

N

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

NOTE:

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, EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut

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

U .S

H ig h w a y

2.5 miles to Lincoln City

6 miles to Depoe Bay

N

Scale in Miles

1 4

P A C I F I

O

E A N

A.4

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o a d .d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2014(1)

A p r il

A g n e w

C h e c k e d b y

D e s ig n e d b y

Slough LN

Millport

VICINITY MAP

ALDER ISLAND

Millport Slough

Taft

Place

Keys

City

Cutler

S ile tz R iv e r

S a li s h a n B e a c h

PROJECT SITE

Kernville

BAY

SILETZ

ALDER ISLAND PARKING LOT

OR FWS ORCO 2015(2)

SCHEDULES A, B

1 mile to Pacific City

16 miles to Lincoln City

23 miles to Tillamook

45 miles to McMinville

VICINITY MAP

TWO RIVERS PENINSULA

B ro o te n M o u n ta in

N E S T U

C C

A B

A Y

Porter point

B

B

T

R A

U

A

E

A

R K

R e s o rt D riv e

SIUSLAW

NATIONAL

FOREST

Brooten Road

Pac ific Co ast Sc eni c B yway

U p to n S lo u g h

R o a d

O r e to w n

Scale in miles

Redberg Road

N

P A C I F I

E A N

A.5

STATE PROJECT

NUMBER

SHEET

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

OR

FWS ORCO 2015(2)

FWS ORCO 2014(1)

A p r il

A g n e w

C h e c k e d b y

D e s ig n e d b y

T4S

T5S

T4S

T5S

C h r is ta n s e n

R o a d

Oretown

NESTUCCA BAY

NATIONAL

WILDLIFE

REFUGE

PROJECT SITE

Hill Cannery

PARKING LOT

TWO RIVER PENINSULA

OR FWS ORCO 2014(1)

SCHEDULES B

Sheet and Description

Section C Section D Section E Section F Section G Section H Section K

Typical Sections

Alder Island

Two Rivers Peninsula

General Details

Erosion Control Drainage 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 987 63 1,050

A0140 15706-0200 SOIL EROSION CONTROL, CHECK

DAM EACH 5 5

A0160 15706-1100 SOIL EROSION CONTROL, INLET

PROTECTION TYPE A EACH 2 2

A0180 20103-0000 CLEARING AND GRUBBING SQYD 527 30 557

A0200 20301-1100 REMOVAL OF GATE EACH 1 1

A0220 20301-2400 REMOVAL OF SIGN EACH 1 1

A0240 20301-3600 REMOVAL OF RAISED PAVEMENT

MARKER EACH 57 3 60

A0260 20302-2600 REMOVAL OF PAVEMENT MARKINGS LNFT 4,874 226 5,100

A0280 20401-0000 ROADWAY EXCAVATION CUYD 376 19 395

A0300 20411-0000 SELECT BORROW TON 396 14 410

A0320 20466-0000 CONSERVE AND STOCKPILE TOPSOIL CUYD 63 7 70

A0340 20702-0500 GEOTEXTILE FILTER, CLASS 1,

TYPE E SQYD 337 13 350

A0360 25101-0100 PLACED RIPRAP, METHOD A,

CLASS 1 CUYD 4 1 5

A0380 25125-0000 BOULDER EACH 20 20

A0400 30202-1000 ROADWAY AGGREGATE, METHOD 1

(BASE COURSE) TON 261 19 280

A0420 30202-1000 ROADWAY AGGREGATE, METHOD 1

(TRAIL COURSE) TON 6 4 10

A0440 30802-0000 RECYCLED AGGREGATE BASE CUYD 209 11 220

A0460 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 227 13 240

A0480 41201-0000 TACK COAT TON 1 1

A0500 60404-0000 CATCH BASIN EACH 2 2

A0520 60510-0300 4-INCH COLLECTOR PIPE LNFT 70 70

A0540 60510-1000 8-INCH OUTLET PIPE LNFT 40 5 45

A0560 60520-0000 GRANULAR BACKFILL CUYD 51 9 60

A0580 60901-0000 CURB, CONCRETE (24-INCH DEPTH) LNFT 155 5 160

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Sc he du le A

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Sh ee t 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

STATE PROJECT

B.1FWS ORCO 2014(1)

FWS ORCO 2015(2)OR

SHEET

NUMBER

Typical Sections

Alder Island

Two Rivers Peninsula

General Details

Erosion Control Drainage Traffic

Control ALLOWANCE Bid Schedule

A0600 60901-0600 CURB, CONCRETE, 8-INCH DEPTH LNFT 75 5 80

A0620 60915-1000 WHEELSTOP, CONCRETE EACH 10 10

A0640 61501-0200 SIDEWALK, COLORED CONCRETE SQYD 89 1 90

A0660 61904-0000 BOLLARD POST (REMOVABLE) EACH 2 2

A0680 62013-2000 STONE MASONRY WALL SQYD 22 2 24

A0700 62201-0050 DUMP TRUCK, 5 CUBIC YARD

MINIMUM CAPACITY HOUR 20 20

A0720 62201-0350 BACKHOE HOUR 20 20

A0740 62201-0850 WHEEL LOADER, 1 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 20 20

A0760 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER

MOUNTED, 1.0 CUBIC YARD

MINIMUM CAPACITY WITH THUMB

ATTACHMENT HOUR 20 20

A0780 62301-0000 GENERAL LABOR HOUR 20 20

A0800 62403-0000 FURNISHING AND PLACING TOPSOIL CUYD 5 5

A0820 62407-0000 PLACING CONSERVED TOPSOIL CUYD 55 5 60

A0840 62410-0000 PLACING MANUFACTURED TOPSOIL

(GROWING MEDIUM) SQYD 149 11 160

A0860 62511-2000 SEEDING, HYDRAULIC METHOD SQYD 858 42 900

A0880 63302-0000 SIGN SYSTEM SQFT 74 74

A0900 63401-1500 PAVEMENT MARKINGS, TYPE H,

SOLID (YELLOW) LNFT 5,256 244 5,500

A0920 63401-1500 PAVEMENT MARKINGS, TYPE H,

SOLID (WHITE) LNFT 3,190 110 3,300

A0940 63401-1600 PAVEMENT MARKINGS, TYPE H,

BROKEN (YELLOW) LNFT 2,736 164 2,900

A0960 63401-2100 PAVEMENT MARKINGS, TYPE K,

SOLID (YELLOW) LNFT 880 20 900

A0980 63405-2900 PAVEMENT MARKINGS, TYPE H,

TURN ARROW EACH 4 4

A1000 63405-4450 PAVEMENT MARKINGS, TYPE K,

ACCESSIBILITY SYMBOL EACH 1 1

A1020 63406-0000 RAISED PAVEMENT MARKER EACH 51 9 60

A1040 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL ALL

A1060 64603-0500 FIXTURE, BICYCLE STORAGE RACK EACH 2 2

A1080 64603-0800 FIXTURE, KIOSK EACH 1 1

A1100 64605-0000 FIXTURE (ENTRANCE SIGN) LPSM ALL

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

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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.2FWS ORCO 2014(1)

FWS ORCO 2015(2)OR

Typical Sections

Alder Island

Two Rivers Peninsula

General Details

Erosion Control Drainage Traffic

Control ALLOWANCE Bid Schedule

B0020 15101-0000 MOBILIZATION LPSM ALL

B0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

B0060 15301-0010 CONTRACTOR QUALITY CONTROL

AND ASSURANCE LPSM ALL

B0080 15401-0000 CONTRACTOR TESTING LPSM ALL

B0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

B0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 987 63 1,050

B0140 15706-0200 SOIL EROSION CONTROL, CHECK

DAM EACH 5 5

B0160 15706-1100 SOIL EROSION CONTROL, INLET

PROTECTION TYPE A EACH 2 2

B0180 20103-0000 CLEARING AND GRUBBING SQYD 527 43 30 600

B0200 20301-1100 REMOVAL OF GATE EACH 1 1

B0220 20301-2400 REMOVAL OF SIGN EACH 1 1

B0240 20301-3600 REMOVAL OF RAISED PAVEMENT

MARKER EACH 57 3 60

B0260 20302-2600 REMOVAL OF PAVEMENT MARKINGS LNFT 4,874 226 5,100

B0280 20401-0000 ROADWAY EXCAVATION CUYD 376 19 395

B0300 20411-0000 SELECT BORROW TON 396 14 410

B0320 20466-0000 CONSERVE AND STOCKPILE TOPSOIL CUYD 63 7 70

B0340 20702-0500 GEOTEXTILE FILTER, CLASS 1,

TYPE E SQYD 337 13 350

B0360 25101-0100 PLACED RIPRAP, METHOD A,

CLASS 1 CUYD 4 1 5

B0380 25125-0000 BOULDER EACH 20 20

B0400 30202-1000 ROADWAY AGGREGATE, METHOD 1

(BASE COURSE) TON 261 19 280

B0420 30202-1000 ROADWAY AGGREGATE, METHOD 1

(TRAIL COURSE) TON 6 4 10

B0440 30802-0000 RECYCLED AGGREGATE BASE CUYD 209 11 220

B0460 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 227 13 240

B0480 41201-0000 TACK COAT TON 1 1

B0500 60404-0000 CATCH BASIN EACH 2 2

B0520 60510-0300 4-INCH COLLECTOR PIPE LNFT 70 70

B0540 60510-1000 8-INCH OUTLET PIPE LNFT 40 5 45

B0560 60520-0000 GRANULAR BACKFILL CUYD 51 9 60

B0580 60901-0000 CURB, CONCRETE (24-INCH DEPTH) LNFT 155 5 160

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Sh ee t SUMMARY OF QUANTITIES - Schedule B

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.3FWS ORCO 2014(1)

FWS ORCO 2015(2)OR

Typical Sections

Alder Island

Two Rivers Peninsula

General Details

Erosion Control Drainage Traffic

Control ALLOWANCE Bid Schedule

B0600 60901-0600 CURB, CONCRETE, 8-INCH DEPTH LNFT 75 35 5 115

B0620 60915-1000 WHEELSTOP, CONCRETE EACH 10 10

B0640 61501-0200 SIDEWALK, COLORED CONCRETE SQYD 89 43 8 140

B0660 61904-0000 BOLLARD POST (REMOVABLE) EACH 2 2

B0680 62013-2000 STONE MASONRY WALL SQYD 22 2 24

B0700 62201-0050 DUMP TRUCK, 5 CUBIC YARD

MINIMUM CAPACITY HOUR 20 20

B0720 62201-0350 BACKHOE HOUR 20 20

B0740 62201-0850 WHEEL LOADER, 1 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 20 20

B0760 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER

MOUNTED, 1.0 CUBIC YARD

MINIMUM CAPACITY WITH THUMB

ATTACHMENT HOUR 20 20

B0780 62301-0000 GENERAL LABOR HOUR 20 20

B0800 62403-0000 FURNISHING AND PLACING TOPSOIL CUYD 5 5

B0820 62407-0000 PLACING CONSERVED TOPSOIL CUYD 55 5 60

B0840 62410-0000 PLACING MANUFACTURED TOPSOIL

(GROWING MEDIUM) SQYD 149 11 160

B0860 62511-2000 SEEDING, HYDRAULIC METHOD SQYD 858 42 900

B0880 63302-0000 SIGN SYSTEM SQFT 74 74

B0900 63401-1500 PAVEMENT MARKINGS, TYPE H,

SOLID (YELLOW) LNFT 5,256 244 5,500

B0920 63401-1500 PAVEMENT MARKINGS, TYPE H,

SOLID (WHITE) LNFT 3,190 110 3,300

B0940 63401-1600 PAVEMENT MARKINGS, TYPE H,

BROKEN (YELLOW) LNFT 2,736 164 2,900

B0960 63401-2100 PAVEMENT MARKINGS, TYPE K,

SOLID (YELLOW) LNFT 880 20 900

B0980 63405-2900 PAVEMENT MARKINGS, TYPE H,

TURN ARROW EACH 4 4

B1000 63405-4450 PAVEMENT MARKINGS, TYPE K,

ACCESSIBILITY SYMBOL EACH 1 1

B1020 63406-0000 RAISED PAVEMENT MARKER EACH 51 9 60

B1040 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL ALL

B1060 64601-1000 BUILDING, RESTROOM FACILITY EACH 1 1

B1080 64603-0500 FIXTURE, BICYCLE STORAGE RACK EACH 2 2

B1100 64603-0800 FIXTURE, KIOSK EACH 1 1

B1120 64605-0000 FIXTURE (ENTRANCE SIGN) LPSM ALL

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

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Sh ee t (2

SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.4FWS ORCO 2014(1)

FWS ORCO 2015(2)OR

QUANTITIES

TYPICAL SECTION

TABULATION OF

C.1

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o c a .d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2014(1)

a y

A g n e w

C h e c k e d b y

D e s ig n e d b

1.00%

ALDER ISLAND

Ditch

100+40.88 to 101+80.00

C.2

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o c b .d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2014(1)

a y

C h e c k e d b y

D e s ig n e d b y

Profile grade

Existing ground

Varies 20' min.

1'-6"

6"

SHOULDER DETAIL

TYPICAL

detail

Typical shoulder

ROUNDING DETAIL

CUT SLOPE

Va ria ble

S lo p e s ta k e

D

0.25 D

ROUNDING DETAIL

FILL SLOPE

C le a r in g l im it

C le a r in g l im it

B=5'5'

5'

Existing ground0.25 D

Slope stake

Existing ground

Traveled way

5'5'

[3]

1:3

Clearing limits Clearing limits

ENTRANCE ROAD

ALDER ISLAND PARKING LOT

[2]100+40.88 - 102+63.58

LC

[3] 1:3 [3]

1:3

[3]

1:3

[3

1:

[3

1:

5'-0" 10'-0" detail

Typical shoulder

Slope stake limits method 1, base course

8" Roadway aggregate, [1]Limits of asphalt pavement removal

4" Topsoil4" Topsoil type 1, placed in two equal lifts

3" Asphalt concrete pavement, Tack coat (between pavement lifts)

Select borrow

FOOTNOTE:

No scale

[1]

[2]

[3] to edge of pavement.

Cut and fill slope values shown are perpendicular see sheet H.2 for details.

Drainage swale from 101+80.00 to 102+63.58, be 4 inches to 8 inches. See Section 308 for more information.

in recycled aggregate base. Existing asphalt depth is assumed to

Remove existing asphalt, stockpile all suitable material for use

1.00% 1.00%

ALDER ISLAND

[2

1:

C.3

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o c c .d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2014(1)

a y

C h e c k e d b y

D e s ig n e d b y

Parking stall

18.5'

Profile grade

Existing ground

20'

Slope stake limits

CURB DETAIL

6"

See Sheet F.2 for details concrete-plaster finish on exposed faces, Concrete curb, 24-inch depth

PARKING AREA

ALDER ISLAND PARKING LOT

102+63.58 - 104+45.32

LC

ROUNDING DETAIL

CUT SLOPE

Va ria ble

S lo p e s ta k e

D

0.25 D

ROUNDING DETAIL

FILL SLOPE

C le a r in g l im it

C le a r in g l im it

B=5'5'

5'

Existing ground0.25 D

5'5'

Sidewalk

Asphalt

Varies 0-6'

Clearing limitsClearing limits

NARROW SHOULDER DETAIL

PARKING AREA

5'-0" 5'-0"

6"

3" method 1, base course

8" Roadway aggregate, 4" Topsoil

[1]Limits of asphalt pavement removal type 1, placed in two equal lifts

3" Asphalt concrete pavement, Tack coat (between pavement lifts)

[2

:1

[2

:1

[2]

1:2

Select borrow

FOOTNOTE:

No scale

[1]

[2] to edge of pavement.

Cut and fill slope values shown are perpendicular be 4 inches to 8 inches. See Section 308 for more information.

ALDER ISLAND

3.00%

2.00%

[2]

1:3

[2]

1:3

C.4

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o c d .d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2015(1)

M a y

C h e c k e d b y

D e s ig n e d b y

14.5' (min.) and varies

Slope stake limits

Profile grade

Existing grade detail, See sheet C.2

Typical shoulder

Topsoil

Topsoil

Profile grade detail, See sheet C.2

Typical shoulder

ROUNDING DETAIL

CUT SLOPE

Va ria ble

S lo p e s ta k e

D

0.25 D

ROUNDING DETAIL

FILL SLOPE

C le a r in g l im it

C le a r in g l im it

B=5'5'

5'

Existing ground0.25 D

5'5'

LC

LC

TYPICAL SECTION

KAYAK ACCESS TRAIL

100+00 - 100+64.86

TRAILHEAD

ALDER ISLAND PARKING LOT

104+45.32 - 104+95.80

[2] 1:3

[2]

1:3

5'-0" 5'-0"

Clearing limitsClearing limits method 1, trail course

2" Roadway aggregate, and variesand varies

[1]Limits of asphalt pavement removal type 1, placed in two equal lifts

3" Asphalt concrete pavement, Tack coat (between pavement lifts)

2.5' (min.)2.5' (min.)

method 1, base course

4" Roadway aggregate, Slope stake limits

Select borrow method 1, base course

8" Roadway aggregate, FOOTNOTE:

No scale

[1]

[2] to edge of pavement.

Cut and fill slope values shown are perpendicular be 4 inches to 8 inches. See Section 308 for more information.

TABULATION OF

ALDER ISLAND

D.1

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o d a .d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2014(1)

a y

A g n e w

C h e c k e d b y

D e s ig n e d b

.0

.3

+3.3

.7

-5.0000%

+1.0000%

.6

-1.0000%

.0

.6

+1.0000% -1.5000%

.7

.3

K = 17

102' VC

SSD = 137

K = 1.8

15' VC

.8

.0

SSD = 550

K = 10

20' VC

.0

K = 20

40' VC

SSD = 444

K = 10

25' VC

.3

Siletz River

Siletz River

P T

.8

P O

T

.0

P O

T

.9

PC 1

00+

45.

El. = 23.00

E = 50,354.025

N = 12,567.247

El. = 14.78

E = 50466.775

N = 12963.942

Curve= MAINLINE-1

D

R= 118.00'

T= 89.71'

L= 153.41'

U P

T

CP

15103

CP

15104

N

U.S . Hi ghway 1

CUYD

EXC.

CUYD

EMB.

106+00105+00104+00103+00102+00101+00100+00

10 10

12 12

14 14

16 16

18 18

20 20

22 22

24 24

26 26

D.2

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o d b .d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2014(1)

a y

A g n e w

C h e c k e d b y

D e s ig n e d b y

Profile grade

Existing ground

Line to be constructed

END PROJECT

BEGIN PROJECT

100+40.88

Alder Island Parking Lot

OR FWS ORCO 2015(2)

104+86.22

Alder Island Parking Lot

OR FWS ORCO 2015(2)

Kiosk portable restroom

Concrete pad for

Infiltration basin

Vegetated swale

Slope stake limits

Edge of pavement

Kayak access trail

10 200510

Scale in feet

El. = 23.00

E = 50,354.025

N = 12,567.247

U.S . Hi ghway 1

N

CP

15104

D.3

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o d c .d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2014(1)

A p r il

A g n e w

C h e c k e d b y

D e s ig n e d b y

P1

P3

P2

R

R

35'R

S E

E S

H E

E T D .4

M A

T C

H L I N

E

P22

P23

P24

Slope stake limits

Remove sign

Remove gate

Edge of pavement

Edge of pavement

Ditchline

LAYOUT INFORMATION

PARKING LOT

ALDER ISLAND

Existing edge of pavement

Install sign R1-1

NOTE:

material to drain

1. Remove all existing pavment. Remove and slope embankment

BEGIN PROJECT

Station: 100+40.88

Alder Island Parking Lot

10 200510

Scale in feet

[1]A

[1]A

[1]B [1]B

[1]C

[1]C

[1]D[1]D

N D.4

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o d d .d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2014(1)

a y

A g n e w

C h e c k e d b y

D e s ig n e d b y

S E

E S

H E

E T D .3

M A

T C

H L I N

E

S E

E S

H E

E T D .5

M A

T C

H L I N

E

'R

R

.5 R

P4

P5

P6

P7

P8

P25

P26 P27

P28

P29

P30

See sheet F.1 for details

Install concrete wheelstop (10 EACH)

(typ.)

9' ty p

.5

See sheet F.2 for details

Place boulder (3 EACH)

P21

Slope stake limits

P43

Low Point P44

Low Point

P45

High Point

P46

High Point

LAYOUT INFORMATION

PARKING LOT

ALDER ISLAND

R

P31

P32

Sections shown on sheets H.2-3[1]

FOOTNOTE:

isle striping see Sheet K.6 type K, solid. For accessible

4" Pavement markings, and C-C, D-D sections

See sheet H.3 for details

Infiltration basin and A-A, B-B sections

See sheet H.2 for details

Vegetated swale

1:3

:3 and R7-8P

Install signs R7-8

R8-3a

Install sign

See Sheet K.6 accessibility symbol

Pavement marking, See sheet F.2 for details

Place boulder (7 EACH)

See Sheet F.2 for details

Begin curb, 24-inch depth

102+65 LT

NOTE:

material to drain

1. Remove all existing pavment. Remove and slope embankment

10 200510

Scale in feet

Legend:

El. = 14.78

E = 50467.2987

N = 12973.5046

N

CP

15103

See Sheet D.12 for scoring pattern

Sidewalk, colored concrete

D.5

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o d e .d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2014(1)

a y

A g n e w

C h e c k e d b y

D e s ig n e d b y

S E

E S

H E

E T D .4

M A

T C

H L I N

E

R

R

R

R

P9

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P33

P34

P35 P36

P37

P38

P39

P40

See sheet F.2 for details

Place boulders (7 EACH)

See sheet F.2 for details

Place boulders (3 EACH)

See sheet D.11 for details

Construct concrete pad

R

P47

High Point

11'R

10' R

16'R

P41

P42

LAYOUT INFORMATION

PARKING LOT

ALDER ISLAND

See sheet F.2 for details

104+35.00, 14.30' LT

104+35.00, 10.30' LT

Install removable bollard posts (2 EACH)

See sheet F.2 for details

104+29.00, 3.11' LT

104+26.21, 1.00' LT

Install bike rack (2 EACH)

See sheets D.12-15 for details

Construct kiosk layout see Sheet K.6 type K, solid. For striping

4" Pavement markings, See Sheet F.2 for details

End curb, 24-inch depth

104+20 LT

NOTE:

material to drain

1. Remove all existing pavment. Remove and slope embankment

P14a

R 3'

See Sheets D.7-8 for details

Kayak access trail

END PROJECT

104+95.80

Alder Island Parking Lot

LAYOUT

PARKING LOT

ALDER ISLAND

D.6

STATE PROJECT

NUMBER

SHEET

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

d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2014(1)

A p r il

A g n e w

C h e c k e d b y

D e s ig n e d b

PR

.5

P T

.3

Curve= BOATRAMP-1

D

R= 25.50'

T= 15.99'

L= 28.56'

Curve= BOATRAMP-2

D

R= 35.00'

T= 16.46'

L= 30.77'

.1

-15.0000%

-4.0000%

.4

CP

15103

N

CUYD

EXC.

CUYD

EMB.

100+75100+50100+25100+00

0 0

5 5

10 10

15 15

20 20

D.7

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o d g .d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2015(1)

a y

C h e c k e d b y

D e s ig n e d b y

Line to be constructed

Slope stake limits

Profile grade

Existing ground

BEGIN KAYAK ACCESS

END KAYAK ACCESS

S il e tz R iv e r

El. = 13.6538

E = 50477.3977

N = 12927.9321

100+05.29

Alder Island Parking Lot

OR FWS ORCO 2015(2)

El. = 7.9796

E = 50530.5332

N = 12906.4165

100+64.86

Alder Island Parking Lot

OR FWS ORCO 2015(2)

BEGIN KAYAK ACCESS

El. = 14.4472

E = 50472.4680

N = 12906.4165

100+00.00

Alder Island Parking Lot

Fill slope

5 100

Scale in feet

LAYOUT INFORMATION

KAYAK ACCESS TRAIL

ALDER ISLAND

N

D.8

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o d h .d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2015(1)

a y

C h e c k e d b y

D e s ig n e d b y

KAYAK ACCESS DETAIL

K1

K2

K3

K4

K5

K637.5'R

See sheet D.6

P13 See sheet D.6

P14

15'R

15'R

5'R

R 28'

R 23'

POINT

NUMBER NORTH EAST ELEVATION DESCRIPTION

15101 13383.430 50362.538 13.773 FHWA NAIL & WASHER

15102 13263.224 50419.027 14.656 ODOT NAIL & WASHER

15103 12937.863 50464.410 14.786 ODOT NAIL & WASHER

15104 12559.490 50390.479 21.962 FHWA NAIL & WASHER

A6 12439.118 49999.996 13.773 ODOT BRASS PLUG

11 13073.593 50087.152 30.230 ODOT NAIL & WASHER

PROJECT : ALDER ISLAND PARKING LOT

DATE OF FIELD WORK : April 2015 DATE OF FINAL ADJUSTMENT : February 2016

PROJECT UNITS : INTERNATIONAL FOOT

COORDINATE SYSTEM : ASSUMED

VERTICAL DATUM : ASSUMED

PROJECT COORDINATES

STATE PROJECT

FWS ORCO 2015(2) D.9OR

C

M yF ile s\

Fi el d_ Fi le s\

O re go n\

N es tu cc a_ Ba y- Si le tz

\A ld er _I sl an d\ [C on tr ol S he et

.x ls x] S he et

-M ar

-2

1:

P

M L.

G ob le

D

C he ck er

D es ig ne d by

C he ck ed b y:

NUMBER

SURVEY CONTROL

Section B-B

B B

A

A

Section A-A

NOTE:

DETAIL

POST CONNECTION

BAR DETAIL

#4 VERTICAL

D.10

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o d j.

d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2014(1)

a y

A g n e w

C h e c k e d b y

D e s ig n e d b y

No Scale

ENTRANCE SIGN

ALDER ISLAND

6"

1' 6"9' 4"2' 0"1' 0"

6"

Entrance Sign 8' 0"

Varies provided by USFWS

Entrance signs to be

" bolts8 5"T x 3" x 3" with 16

4x4 vertical posts with L brackets

6" min. overlap

(2)#3 @ 12"

(extend to top of footing)

#3 each corner 6"

"2 111 18" "2 at 18" o.c.

#4 transverse bars

(4)#4's cont. with

Concrete footing provided by USFWS

Entrance signs to be tight knot cedar

8x8 post and beam, " bolts8 5"T x 3" x 3" with 16

4x4 vertical posts with L brackets with bottom plate

Post base 1/4"T x 3"W U strap

E n tr a n c e S ig n

1' 10"

"2

7 2' 6" "2

Proposed grade

4" (typ.)

Proposed grade

Grout pad

4" masonry

Concrete port orford cedar

8x8 post and beam, See post connection detail

See post connection detail

Slope top to drain

Slope top to drain

Stone masonry

Stone masonry

Stone masonry

" bolts8 5x 3" with

"T x 3" 16 3L brackets

" thru bolts8 5"W with (4) 2

1"T x 216

Custom T bracket both sides, Provide 3" concrete cover for concrete cast against earth.

Provide 2" concrete cover for all other locations.

See Sheet K.3 for entrance sign location.

All stone masonry is to be locally sourced beach cobbles tight joint colored grout (charcoal)

All hardware is to be galvanized and painted black.

Provide concrete for cast-in-place footing according to Section 601.

1.

2.

3.

4.

5.

(each face)

(4)#4 horz at 12" o.c.

#4 verts at 12" o.c. and

Concrete wall sidewalk placement Bedding material and reinforcing steel are incidental to 1.

D.11

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o d k .d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2014(1)

a y

A g n e w

C h e c k e d b y

D e s ig n e d b y

No Scale

1'8'1'

RESTROOM PAD

ALDER ISLAND

PLAN VIEW

SECTION A-A

SECTION B-B

A

A

B

B to concrete surface Apply broom finish

1:2

6" x 6" W4.0 x W4.0 WWF

1:

0.50%

4" Sidewalk, colored concrete1:

Edge of proposed asphalt

Slope stake limits

7'-6" min.1' 6"

See Sheet F.2 Flush concrete curb, 8" depth

Proposed asphalt done by others Screen fence for construction done by others Screen fence for construction

8" depth. See sheet F.2 Flush concrete curb, 4" Bedding material

B-B for more details

See Sections A-A and colored concrete sidewalk

Install 8 SQYD of

NOTE:

No Scale

3.

2.

1.

sidewalk placement Bedding material and reinforcing steel are incidental to

Confirm kiosk location with CO prior to installation at least 7 days prior to placement Submit concrete scoring plan to CO for approval

D.12

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o d l.

d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2014(1)

a y

A g n e w

C h e c k e d b y

D e s ig n e d b y

KIOSK AREA

ALDER ISLAND

to concrete surface Apply broom finish

6" x 6" W4.0 x W4.0 WWF

0.50%

Edge of proposed asphalt

Slope stake limits

4" Sidewalk, colored concrete

1:3 1:3

1:3

1:3

SECTION A-A

SECTION B-B

Prosposed asphalt

Existing ground

PLAN VIEW

A A

B

B

See sheet D.15 Stone masonry wall

6"

Varies

6"

1'-6"

Varies

6" 6"

Varies1'-6"

4" Sidewalk, colored concrete colored concrete 4" Sidewalk, See sheet F.2 Flush concrete curb, 8" depth

4" Bedding material

Concrete scoring pattern

Kiosk

See Sheet D.15 Stone masonry wall, See Sheet F.28" depth, curb, Flush concrete for more details.

See Sections A-A and B-B colored concrete sidewalk

Install 81 SQYD of

NOTE:

4" Bedding material material 4" Bedding

NO SCALENO SCALENO SCALENO SCALE

D.13

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o d m n .d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2014(1)

a y

A g n e w

C h e c k e d b y

D e s ig n e d b y

NO SCALE

" wall (min.) 8 weathering steel, 2x3 corrosion resistance

Welded connection

1' 0"

3"

.5

1'

3"

0.5"

1.5"

1' 6"

2"

Regal Blue Custom built rake flashing Finished Look

Regal Blue Custom built eave flashing

Regal Blue seamed metal roof Custom built

ROOF DETAIL

FOOTING DETAIL

72"42" 42"

Weld all intersections

Weld all intersections

Weld all intersections

Welded connection

Welded connection

60"

Finished floor

ELEVATION VIEW

KIOSK SIDE

ELEVATION VIEW

KIOSK FRONT/BACK

PLAN VIEW

KIOSK ROOF

72"

Lazer cut files to be provided by CO

KIOSK AREA

ALDER ISLAND1' 6"

Square Square

CJP

Typ.

°0 '0

" long S.S. Screw)2 1(#8 x 1 fasten tongue and groove roof Drill and screw every 4" to weathering steel welded to wall.

" corrosion resistant 8

Typ.

lazer cut by contractor weathering steel to be

" Corrosion resistant 8 wood (cedar) 2x6 Tongue and groove

Square

1' 6"

NO SCALENO SCALENO SCALENO SCALENO SCALE

D.14

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o d m n .d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2014(1)

a y

C h e c k e d b y

D e s ig n e d b y

KIOSK AREA

ALDER ISLAND

steel Resistant weathering 2x4 Corrosion steel Resistant weathering 2x3 Corrosion

" Phenolic Graphic Panel2

Bottom of Graphic 34" AFF

Single Pocket/Black backboard Outdoor Literature Holder 4 "Display to Go"

5"

Button Head Security Allen

" 1/4-202

"4

" Phenolic Graphic Panel2

Bottom of Graphic 34" AFF

2"

2"

"2

"4

17 3#4"

2" Deep

Viewable4 3x172

Exterior-rated Tackboards:

"Display to Go"

60"

60" from back side Secured with lock nut Carrige bolt 1" 1/4-20 from back side Secured with lock nut Carrige Bolt 1" 1/4-20

Graphic Box needed Blocking added as

Graphic Cleat 4 Total accross 60" 1"1/4-20 Security Screw

Security Cap Resistant weathering steel

" Corrosion 2 to extra blocking Wood cap secured with screws drilled and tapered 2x4

"x1/4-208

Countersink Cleat connection

Drilled and Tapered

" wall 8

2x4 Steel tube

Drilled and Tapered

" wall 8

2x4 Steel tube drilled and tapered 2x4

"x1/4-208

Countersink Cleat connection

"2

60"

60"

'3

Weld all intersections

2' 5" 2' 5"

2"

ELEVATION VIEW

STEEL STRUCTURE DETAIL

PLAN VIEW

ROOF STEEL STRUCTURE DETAIL

72"

2" Phenolic Graphic Panel

Finished floor

PHENOLIC GRAPHIC PANEL DETAIL

2" Phenolic

Graphic Panel

CONNECTION DETAIL

BOTTOM CLEAT & DISPLAY

PHENOLIC GRAPHIC PANEL

CONNECTION DETAIL

TOP CLEAT & DISPLAY

PHENOLIC GRAPHIC PANEL

FRONT PANEL BACK PANEL

" wall (min.)8 weathering steel, 2x4 Corrosion resistant steel support weathering resistant

" corrosion 8

Typ.

3Typ.

wall (min.)

" 8 1tube, 2x4" Steel wall (min.)

"8 1tube, 2x3" Steel wall (min.)

" 8 1tube, 2x3" Steel

NOTES:

3.

2.

1.

tight joint colored grout (charcoal)

All stone masonry is to be locally sourced beach cobbles

Section 601.

Provide concrete for cast-in-place footing according to

Provide dual cell Concrete Masonry Units. Fully grout CMU units.

D.15

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o d o .d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2014(1)

a y

A g n e w

C h e c k e d b y

D e s ig n e d b y

No Scale

MASONRY WALL

ALDER ISLAND

4x8x16 CMU (typ.)

#5 at 8" o.c.

(3)#5

#5 at 8" o.c.

12x8x16 CMU (typ.)

Bedding material perforated pipe

3" diameter

Finished grade

Finished grade

3'-0"

1'-0" 1'-0"

1'-0"

2'-6"

Level (Elevation = 17.8')

Stone masonry

Nonwoven

Class 1 type E

Geotextile filter, Granular backfill

UNDERDRAIN DETAIL

TWO RIVERS PENINSULA

E.1

STATE PROJECT

NUMBER

SHEET

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

OR

FWS ORCO 2015(2)

FWS ORCO 2014(1)

p r il

A g n e w

C h e c k e d b y

D e s ig n e d b

LAYOUT INFORMATION

TWO RIVERS PENINSULA

N

10 200510

Scale in feet

GPS

ALDER2

ALDER1

GPS

E.2

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o e b .d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2014(1)

A p r il

A g n e w

C h e c k e d b y

D e s ig n e d b y

C h ri s ta n s e n R o a d

P1

P2

P3 P4

P7

P8

P9

P13

T r a il t o l o o k o u t

R

P5 P6

P10

P11

P12

R

1'R

N sidewalk placement

Bedding material and reinforcing steel are incidental to at least 7 days prior to placement

Submit concrete scoring plan to CO for approval

2.

1.

E.3

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o e c .d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2014(1)

a y

A g n e w

C h e c k e d b y

D e s ig n e d b y

No Scale

PLAN VIEW

RESTROOM AREA

TWO RIVERS

FOOTNOTE:

[1]

SECTION A-A

3.5%

.9

.9

1.

1%

1:3 typ.

See Section A-A for more details.

colored concrete sidewalk

Install 43 SQYD of

8" depth, See Sheet F.2

Flush concrete curb, [1]facility

Install restroom to concrete surface

Apply broom finish

Existing pavement

8" depth, See Sheet F.2

Flush concrete curb, [1]Install restroom facility

Existing ground

Existing trail

Concrete scoring pattern

Edge of existing asphalt

[2]

[2]6" x 6" W4.0 x W4.0 WWF

22" Varies

6"

[2]4" Sidewalk, colored concrete

[2]4" Bedding material

Or restroom manufacturer recommendations, whichever is greater recommendations

Install restroom facility in accordance with manufacturer

GPK FILE DATED April 17, 2015

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION

Alder 1 565733.130 7311794.626 236.047 45° 09' 58.49158" 123° 57' 11.10262" 161.0301837 0.99988689 5/8" IR w/ FHWA Alum. Cap

Alder 2 565916.575 7311928.753 224.314 45° 10' 00.35793" 123° 57' 09.34150" 149.3077428 0.99988745 5/8" IR w/ FHWA Alum. Cap

Note:

PROJECT : Two Rivers Peninsula Parking Lot DATE OF FIELD WORK : April 7, 2015 DATE OF FINAL ADJUSTMENT : April 21, 2015

PROJECT UNITS : INTERNATIONAL FOOT

COORDINATE SYSTEM : SPCS NAD83(2011); OR North ZONE 3601

EPOCH DATE : 2010

VERTICAL DATUM : NAVD88 based on 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.

STATE PROJECT

FWS ORCO 2014(1) E.4OR

c:

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

C on tr ol

S he et .x ls x]

Sh ee t

-M ar

-2

8:

A

M L.

G ob le 1/

D

C he ck er

D es ig ne d by

C he ck ed b y:

NUMBER

SURVEY CONTROL

F.1

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o fa .d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2014(1)

p r il

A g n e w

C h e c k e d b y

D e s ig n e d b y

No Scale

Section A-A

WHEELSTOP

CONCRETE

6"

6'-0"

6"

1'-0"2"8"2"2'-0"2"8"2"1'-0"

B B A

A

Section B-B

5"

5"

10"

Stall lines

[1]Reinforcing steel Edge of pavement

FOOTNOTE:

NOTE:

[1] the CO to meet manufacturer's standards.

Variations in wheelstops will be allowed with the approval of

Center wheelstops between and perpendicular to stall lines.

2.

1.

Steel reinforcement is to meet manufacturer recommendations.

DETAILS

MISCELLANEOUS

REMOVABLE BOLLARD BIKE PARKING

CONCRETE CURB, 24-INCH DEPTH

2.

1.

Place boulders with maximum spacing of 8'.

Locally sourced boulders, 800-1500 lbs.

No Scale

BOULDER SET IN CONCRETE BOULDER SET IN VEGETATED AREA

CONCRETE CURB, 8-INCH DEPTH

F.2

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o fb .d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2015(1)

p r il

A g n e w

C h e c k e d b y

D e s ig n e d b y representative color to be selected by owner's powder coat dark bronze, final

" diameter metal bracket2

(4) #3 verts #3 hoop top and bot.

paint to match Simpson metal bracket

6"

"4

Finished grade wood screws

(2) #7 vandal proof thick metal plate

" 4 13" diameter x port orford cedar

" wood bollard,4 1" x 74

Locking device, all metal hardware to be hot dip galvanized for coastal conditions

Concrete footing (4) #4 verts and (5) #4 hoops (two at top) top edges

1/2" chamfer typ.

Finished grade

1'-6" min.

B o u ld e r

B o u ld e r

B o u ld e r

B o u ld e r

6"

Removable bollard sleeve

Finished grade

4" Sidewalk, colored concrete

4" Bedding material

Finished grade

6" x 6" W4.0 x W430 WWF

6"

(3)#3 bars

18"

#3 bars @ 12" o.c.

concrete footing 12" diameter 18" diameter concrete footing

" chamfer at top4 3cedar log, 6" diameter port orford

Removable bollard insert

10 200510

Scale in feet

EROSION CONTROL PLAN

ALDER ISLAND

N

NOTE:

2. Contours shown are approximate existing grades.

determined in the field as approved by the CO.

1. Final location of erosion control devices to be

LEGEND:

Check Dam

Fiber Roll

Fill Slope Stake Limits

Cut Slope Stake Limits

Transition Slope Stake Limits

Inlet Protection

Proposed Ditch

G.1

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o g a .d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2014(1)

J u n e

C h e c k e d b y

D e s ig n e d b y

Slope stake limits see Sheet G.4 for detail

Install fiber rolls, Sheet G.3 for detail at 30' spacing, see

Install 5 Check Dams

See Sheet G.2 for detail

Install inlet protection, type A

See Sheet G.2 for detail

Install inlet protection, type A

Wetland boundary

(12.8 ft NAVD 88)

Highest measured tide mark

(12.8 ft NAVD 88)

Highest measured tide mark

NO SCALE

157-2

STANDARD APPROVED FOR USE 6/2005

DRAFT: 3/2014

REVISED:

INLET PROTECTION

TEMPORARY

STATE PROJECT

NUMBER

SHEET

G.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FWS ORCO 2015(2)

FWS ORCO 2014(1)

OR

U m y fi le s p w p r o d u c ti o n d o r r o r c o g b .d g n p r il

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

SILT FENCE DROP INLET PROTECTION (TYPE A) GRAVEL AND WIRE MESH

DROP INLET PROTECTION (TYPE B)

BLOCK AND GRAVEL DROP INLET PROTECTION (TYPE C)

CURB INLET PROTECTION,

BLOCK AND GRAVEL (TYPE D)

CURB INLET PROTECTION,

WOODEN WEIR (TYPE E)

SECTION A-A

SECTION B-B

SECTION C-C

Filtered water

Use type A inlet protection in sump locations only.

Use type B inlet protection only in sump locations where heavy concentrated flows are not expected.

Do not use where ponding around the structure might cause inconvenience or damage.

Overflow

Filtered water Overflow

C

C

B

B

A A

Bury geotextile to a alternate weight

Sand bag or

Extend mesh

Wire mesh

Wire mesh Concrete block

Wire mesh

Wire mesh

Wire mesh

Drop inlet with grate

Accumulated sediment

Sediment laden runoff

Filtered water

Curb inlet

Concrete block

Gravel filter

Accumulated sediment

Sediment laden runoff

Filtered water

Curb inlet

Curb inlet

Sandbag (typ.)

Wire mesh entire opening length)

Gravel (extends across

Wire mesh

Gravel filter

Gravel filter below ground line to retain concrete blocks

Geotextile

Frame

Drop inlet with grate

Gather excess at corners

Gravel filter

Sediment laden runoff

Accumulated sediment

Emergency overflow

1.

2.

3.

4.

For gravel filters use 2"- 3" diameter coarse aggregate.

" openings.2 1" x 2

1Use wire mesh with 12" (typ.)

min.

18" m in m a x depth of 8" (min.)

2" x 2" wood frame

12" 18"

2" x 4" anchor (typ.)

6'

2" x 4" weir

2" x 4" spacer (typ.)

2'-0"

2"

12" min.

2" x 4" wood frame

2" x 4" wood stud, used

CHECK DAM

SPACING

2%

3%

4%

5%

6%

* Do not use Check Dams below

2% or above 6% ditch grades.

DITCH

GRADE

(G)

157-6

STANDARD APPROVED FOR USE 6/2005

REVISED: 6/2007

CHECK DAM

S (ft)

STATE PROJECT

NUMBER

SHEET

G.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FWS ORCO 2015(2)

FWS ORCO 2014(1)

OR

U m y fi le s p w p r o d u c ti o n d o r r o r c o g c .d g n p r il

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

(S)

CHECK DAM SPACING

DITCHV DITCH

TRAPEZOIDAL DITCH

PROFILE VIEWCROSS SECTION

CROSS SECTION

Class 1 riprap

Class 1 riprap

1V:1.2H (typ.)

Ponded water

Class 1 riprap

:2 ty p.

DITCH GRADE (G)

(ft)

(ft)

REVISED:

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 10/2014

FIBER ROLL

W157-21 p r il

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

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

G.4

FWS ORCO 2015(2)

FWS ORCO 2014(1)

OR

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter

Fiber roll length for each roll

Stakes required

FIBER ROLL SPACING

NO SCALE

Drive stakes at each end and at 4' spacing

Excavate trench 2"

3' min.

3' min. or m in

M in t o

1" x 1" Wood stake

3" to 5"

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

ELEVATION

Direction of runoff Fi ll slo pe

Flow

PLAN

disturbed areas

Runoff from as specified in plans

2.

1.

DRAINAGE DITCH INSTALLATION

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

Step 2: Backfill soil against fiber rolls and install fiber rolls

Step 1: Excavate trench

FIBER ROLL STAKING DETAIL

conditions.

Use drainage ditch installation only in low flow permanent installations.

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

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

NOTE:

Fiber roll larger than fiber roll

Existing ground (typ.)

Stagger joints (typ.)

Existing ground

Fiber roll along contours.

Install fiber rolls

Flow direction to end, without overlapping the ends

Abut adjacent fiber rolls tightly, end

Install fiber rolls snugly into trench.

soil to ground level

Backfilled and compacted

Slope

Stake and entrench fiber roll water from flowing around the fiber roll

Provide sufficient length to prevent sp ac in g ch ar t

S ee f ib er r ol l

Direction of runof f from distur bed area s

H.1

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o h a .d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2014(1)

p r il

A g n e w

C h e c k e d b y

D e s ig n e d b y

DRAINAGE QUANTITIES

8-inch pipe outlet pipe inlet

4-inch perforated trash grate

Beehive style

E le v a ti o n

E le v a ti o n

H.2

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o h b .d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2014(1)

p r il

A g n e w

C h e c k e d b y

D e s ig n e d b y

No Scale

Beehive style trash grate

Beehive style trash grate

Existing ground

12" Granular backfill

3'-3"

3" 3"2'-1"

2'-7"

Section A-A

Section B-B

Nonwoven

Class 1 type E

Geotextile filter, 1.0% slope

See sheet H.4 for details

Riprap apron

Nonwoven

Class 1 type E

Geotextile filter, 8-inch PVC outlet pipe

Proposed asphalt

3:1 3:1

12" Granular backfill

Nonwoven

Class 1 type E

Geotextile filter, Existing ground

3:1

Proposed asphalt

Existing pavement

(to be recycled in place)

1.5% swale slope

.5 m in

NOTE:

(Growing medium)

18" Place manufactured topsoil

(growing medium)

18" Place manufactured topsoil diameter catch basin

Install 24-inch diameter catch basin

Install 24-inch

1. Sections lines shown on Sheet D.4 done by others Native shrubs and grasses

DETAILS

VEGETATED SWALE

DETAIL FOR INFORMATION ONLY

24-INCH DIAMETER CATCH BASIN

perforated pipe detail on H.3

2.0% slope, see PVC

4-inch PVC perforated pipe, E le v a ti o n

E le v a ti o n

8-inch pipe outlet pipe inlet

4-inch perforated trash grate

Beehive style

H.3

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o h c .d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2014(1)

p r il

A g n e w

C h e c k e d b y

D e s ig n e d b y

No Scale

Beehive style trash grate

Beehive style trash grate

8-inch PVC outlet pipe

1.0% slope

Existing ground

Existing ground

3:1

3:1 3:1

3:1

12" Granular backfill

Proposed asphalt

Proposed asphalt

12" Granular backfill

3'-3"

3" 3"2'-1"

2'-7"

Section C-C

Section D-D

Proposed curb

See Sheet H.4 for details

Riprap apron

Nonwoven

Class 1 type E

Geotextile filter, Nonwoven

Class 1 type E

Geotextile filter, Nonwoven

Class 1 type E

Geotextile filter, .5 m in

.5 m in

NOTE:

diameter catch basin

Install 24-inch

DETAIL FOR INFORMATION ONLY

24-INCH DIAMETER CATCH BASIN

done by others Native shrubs and grasses diameter catch basin

Install 24-inch

1. Sections lines shown on Sheet D.4

DETAILS

INFILTRATION BASIN

(growing medium)

18" Place manufactured topsoil topsoil (growing medium)

18" Place manufactured

Nonwoven

Class 1 type E

Geotextile filter, 12" Granular backfill

4-inch PVC perforated pipe

W

W/2

12" overlap m in

PVC PERFORATED

PIPE DETAIL

PVC perforated pipe detail pipe, 1.0% slope, see

4-inch PVC perforated

PVC perforated pipe detail pipe, 1.0% slope, see

4-inch PVC perforated

No scale

B

B

H.4

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o h d .d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2014(1)

p r il

A g n e w

C h e c k e d b y

D e s ig n e d b y

OUTLET RIPRAP PROTECTION

DETAILS

PLAN VIEW

PIPE OUTLET RIPRAP PROTECTION

ELEVATION

SECTION A-A

Placed riprap, class 1

Geotextile filter, Class 1 type E

Geotextile filter, Class 1 type E

Placed riprap, class 1 outlet protection

1'-4" 1'-4"

Flow line

Placed riprap, class 1 outlet protection

Pipe culvert

Pipe culvert

2' min.

Existing ground m in

PIPE OUTLET RIPRAP PROTECTION

SECTION B-B

Geotextile filter, Class 1 type E

Placed riprap, class 1 outlet protection

2'-8"

:1

K.1

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o k a .d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2014(1)

a y

C h e c k e d b y

D e s ig n e d b

EXISTING STRIPING REMOVAL PLAN

PROPOSED STRIPING PLAN

NO SCALE

PAVEMENT MARKINGS

CONTROL PLAN

PERMANENT TRAFFIC

K.2

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o k b .d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2014(1)

a y

A g n e w

C h e c k e d b y

D e s ig n e d b y

U S

U S

U S

U S

U S

U S pavement markings and reflectors

Begin removal of broken white

US101 157+62

pavement markings and reflectors

Begin removal of solid yellow

US101 156+00

pavement markings

Begin removal of solid white

US101 162+66

pavement markings

Begin removal of solid yellow

100+45 pavement markings and reflectors

End removal of broken white

US101 164+00

pavement markings and reflectors

End removal of solid yellow

US101 164+00

pavement markings

End removal of solid yellow

101+15 pavement markings and reflectors

Begin removal of broken white

US101 164+53

pavement markings

End removal solid white

US101 165+10

Double solid yellow lines

Begin pavement markings, type K, 100+36 solid white line

End pavement markings, type H, 102+56 double solid yellow lines

End pavement markings, type K, 102+56 solid white line

Begin pavement markings, type H, 100+28 solid white line

Begin pavement markings, type H, 100+28

U.

S.

Hig hway

U.

S.

H igh way pavement marking details

See sheet F.1 for parking area

(24" solid white)

Install stop bar

100+36(Two Way Left Turn Lane) line with raised pavement markers

Solid yellow line and broken yellow

Begin pavement markings, type H, US101 159+15

(Two Way Left Turn Lane) line with raised pavement markers solid yellow line and broken yellow

End pavement markings, type H, US101 164+00

N N raised pavement markers two double solid yellow lines with

Begin pavement markings, type H, US101 156+00

R

R

Install left turn arrow (2 EACH)

US101 163+95

US101 163+77

arrow (2 EACH)

Install left turn

US101 160+95

US101 160+77

NO SCALE SIGN INSTALLATIONS

CONTROL PLAN

PERMANENT TRAFFIC

Refuge

Wildlife

National

SILETZ BAY

STOP

1.

FOOTNOTE:

NOTE:

Adjust sign locations as directed by the CO.

anchor foundation. Sheet K.9 for details.

Use perforated steel square tube (PSST) for sign support with slip base foundation. Sheet K.10 for details.

Use perforated steel square tube (PSST) for sign support with

K.3

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o k c .d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2014(1)

A p r il

C h e c k e d b y

D e s ig n e d b y

Remove existing sign

Remove existing chain link gate

RS-76, RS-68, RS-118

RS-76, RS-68, RS-118

N

[1]

[2] signing details

See sheets D.2-4 for parking area

[1]feet from edge of traveled way

Bridge and minimum 12 north of Millport Slough approximately 500 feet

Install guide sign No.2

US101 170+32

[1]behind the existing guardrail

450 feet south of Siletz Bridge and

Install guide sign No.1 approximately

US101 156+24

[2]R1-1

Install 3'x3' stop sign

100+74 with CO before installation.

US 101. Confirm location and orientation

36' minimum from edge of traveled way of

Install 4'x8' standard refuge entrance sign

US101 165+02

GUIDE SIGN DETAILS

PERMANENT TRAFFIC

6'-6"

5 1/2 "

6"D

5 1/2 "

5"C

4 3/4 "

4 1/2 "C

4 3/4 "

3 3/4 "

4 1/2 "B

3 3/4 "1

6'-6"

5 1/2 "

6"D

5 1/2 "

5"C

4 3/4 "

4 3/4 "

3 3/4 "

4 1/2 "B

3 3/4 "

1'-0" 1'-0" 1'-0"

RS-76, RS-68, RS-118

1'-0" 1'-0" 1'-0"

RS-76, RS-68, RS-118

4 1/2 "C

"4

3TH = 0

"4 3R = 2

BORDER

"8

3IN = 0

"8

5TH = 0

"8 1R = 1

BORDER

"4

3TH = 0

"4 3R = 1

BORDER

"4

3TH = 0

"4 3R = 2

BORDER

"8

3IN = 0

"8

5TH = 0

"8 1R = 1

BORDER

"4

3TH = 0

"4 3R = 1

BORDER

K.4

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o k d .d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2014(1)

M a r c h

C h e c k e d b y

D e s ig n e d b

PAVEMENT MARKINGS

PERMANENT TRAFFIC

PAVEMENT MARKINGS FOR TYPICAL INTERSECTION

L L

* 4' min. to 30' max.

* 4' min. to 30' max.

is 8' or more if shoulder width

Edge line termination

L L

L L

L L

K.5

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o k e .d g n

OR

FWS ORCO 2015(2)

FWS ORCO 2014(1)

A p r il

C h e c k e d b y

D e s ig n e d b y

DOUBLE SOLID YELLOW LINES

WITH RAISED PAVEMENT MARKERS

DOUBLE SOLID YELLOW LINES

(TWO WAY LEFT TURN LANE)

LINE WITH RAISE PAVEMENT MARKERS

SOLID YELLOW LINE AND BROKEN YELLOW

SOLID WHITE LINE

40'40'

For Centerline

Type I Reflector

4" Yellow Bi-Directional vehicle (do not stripe)

Wheel track of turning min.

15' m in

Type I Reflector

4" Yellow Bi-Directional

Thru traffic side

15'15'10'

40'40'

Solid white line

Broken yellow line

Solid white line

Broken yellow line

Broken yellow line

Broken yellow line

Stop bar

Stop bar

PARKING

RESERVED

ACCESSIBLE

VAN

WITH VAN ACCESSIBLE SPACE

HEAD-ON PARKING

SINGLE PARKING SPACE

SPACE MARKING

ACCESSIBLITY PARKING

R7-8

R7-8P

(typ)

Wheelstop

IN PARKING AREAS

PLAN PAVEMENT MARKINGS

PERMANENT TRAFFIC CONTROL

[1]Accessibility Parking Sign

FOOTNOTE:

anchor foundation. Sheet K.9 for details.

Use perforated steel square tube (PSST) for sign support with

PAVEMENT MARKING

NO PARKING ZONE

NO

PARKING

K.6

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r r o r c o k f.

d g n

OR

FWS ORCO 2015(2)

FWS ORCO…