BOR_CCAO_2018(1)_Plans.pdf

PDF 7 MB Posted Oct 16, 2020

Attached to: OR BOR CCAO 2018(1), HAYSTACK RESERVOIR PAVING PROJECT Federal contract opportunity
Solicitation number: 69056720B000022
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · Dec 28, 2023

This is a solicitation for the OR BOR CCAO 2018(1) Haystack Reservoir Paving Project. The solicitation involves minor grading and drainage work, placing crushed aggregate and asphalt concrete pavement on existing roads and campsites at the Haystack Reservoir in Oregon. The work will be performed for the Department of Transportation Federal Highway Administration and includes removing existing pavement and signs; installing erosion control measures, roadway aggregate, asphalt concrete pavement, culverts and signage; and temporary traffic control. The estimated quantities, plans, and specifications are provided for contractors to submit bids by the specified due date.

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Other files for this federal contract opportunity

Other files attached to OR BOR CCAO 2018(1), HAYSTACK RESERVOIR PAVING PROJECT, newest first.
File	Type	Posted
BidSum.pdf	PDF	Nov 18, 2020
QA_11-13-2020.pdf	PDF	Nov 13, 2020
QA_11-12-2020.pdf	PDF	Nov 13, 2020
IFB Haystack.pdf	PDF	Oct 16, 2020

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Project Location

APPROVED:

DATE

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

H.4-5

H.2-3

H.1

G.1-3

F.2-3

F.1

E.2-4

E.1

D.12

D.9-11

D.2-8

D.1

C.1-2

B.1

A.4

A.3

A.2

A.1

STANDARD DRAWINGS

PERMANENT TRAFFIC CONTROL

GROUP SITES

QUANTITIES

TABULATION OF PERMENANT TRAFFIC CONTROL

STANDARD DRAWINGS

TEMPORARY TRAFFIC CONTROL

EROSION CONTROL STANDARD DRAWINGS

TABULATION OF EROSION CONTROL QUANTITIES

DRAINAGE STANDARD DRAWINGS

TABULATION OF DRAINAGE QUANTITIES

COTTONWOOD 1 PLAN VIEW

GROUP SITES

PLAN-PLAN

TABULATION OF ROADWAY QUANTITIES

TYPICAL SECTIONS

SUMMARY OF QUANTITIES

SITE MAP

VICINITY MAP

PLAN SYMBOLS AND ABBREVIATIONS

TITLE SHEET

H. PERMANENT TRAFFIC CONTROL PLAN

G. TEMPORARY TRAFFIC CONTROL PLAN

F. EROSION CONTROL

E. DRAINAGE

D. PLAN SHEETS

C. TYPICAL SECTIONS

B. SUMMARIES

A. GENERAL INFORMATION

INDEX TO SHEETS

C. SANDERS

PROJECT MANAGER

PLANS PREPARED BY

PLANS FOR PROPOSED PROJECT

E N

O R

A I

ST F

D E P A

NTOFT A SP

T T

ATESO

E R

P A

C F

I C

I O

E C

A N

COLUMBIA R

S N

A K E

E R

D E S

C H

U T

E S

R I

V E

OREGON KEY MAP

Grants Pass

MEDFORD

Ashland

Roseburg

EUGENE

Bend

Corvallis

Newport

SALEM

PORTLAND

Astoria

Pendleton

La Grande

Ontario

Burns

Bend

North

City

Baker

Dalles

The

WASHINGTON

I D

A H

NEVADACALIFORNIA

20 26

SCALE IN MILES

5 10 15 205

Opal City

Powel Butte

Roberts

Tumald Deschutes

Cline Falls Redmond

Prineville Junction O'Neil

Terretonne

Grizzly

Harrison Lake

Dry C re ek

D ry

R iv e r

D e s c h u te s

M c K e n z ie

C a n y o n

C re ek

Lake Simtustus

JEFFERSON

PROJECT LOCATION

Prineville Reservoir

CROOK

DESCHUTES

Lower Bridge

C. SANDERS

PROJECT MANAGER

E N

O R

A I

ST F

D E P A

NTOFT A SP

T T

ATESO

E R

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

ADT (2039)

ADT (2019)

15 MPH

minor grading and drainage work.

asphalt concrete pavement on the existing roads and campsites, Work includes placing crushed aggregate and

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

OREGON

JEFFERSON COUNTY

OR BOR CCAO 2018(1)

HAYSTACK RESERVOIR PAVING

LENGTH 1.2 MILES

Western Federal Lands Highway Division

Acting Chief of Engineering, on Federal Highway Projects, FP-14

Construction of Roads and Bridges

Standard Specifications for

Lake

Malheur Lake

Harney

Lake

Summer

Lake

Klamath

Upper

Abert

Lake

LAKE N.P.

CRATER

REFUGE

WILDLIFE

NATIONAL

MALHEUR

RANGE

ANTELOPE

NATIONAL

HART MT.

Falls

Klamath

Culver

Metolius

Madras

Pilot Butte Alfalfa

Prineville

Reservoir

Haystack

State Park

Smith Rock

State Park

The Cove Palisades

See Sheet A.3 for Vicinity Map

FOREST

NATIONAL

OCHOCO

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

OREGON

JEFFERSON COUNTY

OREGON

JEFFERSON COUNTY

A u g u s t

T it le

S h e e t

M y F il e s \F

H W

A \D e s ig n \H a y s ta c k \D e s ig n F il e s \o r a a a .d g n

STATE PROJECT

NUMBER

SHEET

OR BOR CCAO 2018(1) A.1

AND ABBREVIATIONS

PLAN SYMBOLS

DETAIL APPROVED FOR USE 11/2001

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

W101-1

U.S. CUSTOMARY DETAIL

36 31

6 1

36 31

6 1

SEC.

EL. 1234.56

Property Line w/Found Property Corner

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

Treeline; Individual Trees

Silt Fence

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

- no symbol -

EXISTING PROPOSED

wall face

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

Miscellaneous Utility Features

Building

Fiber Roll or Wattle

National Boundary

W west

RIP

G G

WNOTE:

NO SCALE

Above Ground Tank; Underground Tank

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Control Point (Terrestrial and GPS); Jump Hub

Riprap

CP GPS

DIdrwg(s).

dist.

diaph.

diag.

dia.

DHV

D jt.

joint inside diameter

lt. or LT

LPSM

long.

LNFT

lat.

lam.

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

N normal crown north

o. to o.

o.c.

original ground outside diameter out to out on center pvmt.

PST

PSC

POT

POS

POC

pl.

PCS

PCC

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

thd.

TBM

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 sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SADT

S exp. jt.

exc.

EQ or eq.

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)

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish 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

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Intermittent Drainage or Small Creek θs Ø ∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

ctrs.

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

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, Transition

Toe of Fill

Top of Cut

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

M.P.

M.L.

mile post main line yd3 yd2 cubic yard(s) square yard on the appropriate plan sheet.

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

A u g u s t

D e ta il

M y F il e s \F

H W

A \D e s ig n \H a y s ta c k \D e s ig n

F il e s \B

O R c c a o

.d g n

DETAIL

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

OR BOR CCAO 2018(1) A.2

HAYSTACK RESERVOIR

S W H a y s ta c k D r.

SW Rd.Haystack Reservoir

SW King Ln.

S W S o u th S id e R d

S W H a y s ta c k D r

See Site Map on Sheet A.4

SCALE IN MILES

Scale in miles

0.25 0.500.25

To H wy 9

~2 m ile s m ile s

C u lv e r

Prineville

~33 miles

Spring

Osborne

RECREATION AREA

SOUTH SHORE

SHORE CAMPGROUND

HAYSTACK WEST

CAMPGROUND & DAY USE

HAYSTACK RESERVOIR

NORTH PIER

J u ly

V ic in it y M a p

M y

F il e s \F

H W

A \D e s ig n \H a y s ta c k

\D e s ig n

F il e s \o r a a c .d g n

VICINITY MAP

STATE PROJECT

NUMBER

OR BOR CCAO 2018(1) A.3

kcats yaH WS

Reservoir Rd

SCALE IN FEET (APPROXIMATE)

Scale in miles

250250 125 500

Site

Willow Group

Site

Juniper Group

Group Site

Cottonwood

Begin Project

W il lo w

W illow

W il lo w

Ju n ip e r 1

Ju ni pe r 2

C o tt o n w o o d

C o tto n w o o d

Main lin e

Mainline

M a in li n e

RESERVOIR

HAYSTACK

SOUTH SHORE RECREATION AREA

end of loop stationing project begin stationing and

1. See Sheets D.2 and D.8 for

NOTES:

A u g u s t

V ic in it y

M p

M y F il e s \F

H W

A \D e s ig n \H a y s ta c k \F o r S ig n o f f \o r a a d .d g n

SITE MAP

STATE PROJECT

NUMBER

OR BOR CCAO 2018(1) A.4

Sheet and Description

SECTION D SECTION E SECTION F SECTION G SECTION H

PLAN SHEETS DRAINAGE

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 15701-0000 SOIL EROSION CONTROL LPSM All ALL

A0140 20301-2400 REMOVAL OF SIGN EACH 2 2

A0160 20301-3400 REMOVAL OF WHEELSTOP EACH 2 2

A0180 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 442 28 470

A0200 25126-0000 REMOVE AND RESET BOULDER EACH 34 2 36

A0220 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 3,448 252 3,700

A0240 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 2,114 186 2,300

A0260 60201-0800 24-INCH PIPE CULVERT LNFT 60 6 66

A0280 60704-0000 CLEANING CULVERT IN PLACE EACH 2 2

A0300 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 50 50

A0320 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 40 40

A0340 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT HOUR 30 30

A0360 62201-3750 CHAIN SAW HOUR 5 5

A0380 62301-0000 GENERAL LABOR HOUR 60 60

A0400 63302-0000 SIGN SYSTEM SQFT 17 17

A0420 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (WHITE) LNFT 526 4 530

A0440 63405-0850 PAVEMENT MARKINGS, TYPE B,

ACCESSIBILITY SYMBOL EACH 4 4

A0460 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM All ALL

A0480 64620-0000 REMOVE AND RESET (FIRE RING) EACH 3 3

MileStone: 100% Date Completed: In Progress Report Date: 08/27/20

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

-A u g -2

:2 A

Remarks and/or Determination of Estimated Quantity

Pay Item Description Unit

Estimated Quantities

M yF ile s\

A \D es ig n \H a ys ta ck

\F o r_

S ig n o ff

C C A O

S O

Q .x ls m

]S h ee t

STATE PROJECT

B.1BOR CCAO 2018(1)OR

NUMBER

Existing ground

3-inch compacted depth

Asphalt concrete pavement, type 1

3-inch compacted depth

Asphalt concrete pavement, type 1

4-inch compacted depth

Roadway aggregate, method 2

4-inch compacted depth

Roadway aggregate, method 2

FOOTNOTE:

[2]

[1]

2% 2%

[2]

10'10'

Traveled way Traveled way

12'

Traveled way

1:2

VariesVaries

Varies Varies

NO SCALE

20 FOOT ROAD WIDTH

12 FOOT ROAD WIDTH

1:2 1:

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

Mainline 26+86 to 34+47;

Mainline 10+00 to 18+89;

'Cottonwood 2' 800+00 to 803+10

'Cottonwood 1' 700+00 to 702+56;

'Juniper 2' 600+00 to 604+41;

'Juniper 1A' 550+00 to 551+64;

'Juniper 1' 500+00 to 503+24;

'Juniper 2' 604+41 to 604+89

'Willow 3' 400+00 to 402+26.98;

'Willow 2' 200+00 to 201+53;

'Willow 1B' 300+00 to 301+07;

'Willow 1A' 150+00 to 151+44;

'Willow 1' 100+00 to 104+87;

Mainline 34+47 to 47+06.06;

Mainline 18+89 to 26+86;

Willow 3 pavement width decreases to 18'-0" at 400+76.

Width varies at intersections.

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

A u g u s t

T y p ic a l

S e c ti o n s r t o f

M y

F il e s \F

H W

A \D e s ig n \H a y s ta c k

\F o r_ S ig n o ff

\T y p ic a l_

S e c ti o n a c .d g n

PART 1 OF 2

TYPICAL SECTIONS

STATE PROJECT

NUMBER

OR BOR CCAO 2018(1) C.1

4-inch compacted depth

Roadway aggregate, method 2

3-inch compacted depth

Asphalt concrete pavement, type 1, 2-inch compacted depth

Asphalt concrete pavement, type 1, 5-inch compacted depth

Roadway aggregate, method 2

2% Max slope all directions

2% Max

VariesVaries

VariesVaries Varies

1:4

1:2

NO SCALE

Varies

CAMPSITE PADS

WILLOW, JUNIPER, AND COTTONWOOD

AND COTTONWOOD PARKING LOTS

WILLOW, JUNIPER,

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 will be marked by the CO.

2. The limits of the paved campsite pads and parking areas grade and slope requirements of the Architectural Barriers Act.

the Cottonwood Restroom Access Trail must meet the

1. Campsite paved pads, accessible parking spaces and

NOTES:

A u g u s t

T y p ic a l

S e c ti o s r t o f

M y F il e s \F

H W

A \D e s ig n \H a y s ta c k \F o r_

S ig n o ff

\T y p ic a l_

S e c ti o n b c .d g n

PART 2 OF 2

TYPICAL SECTIONS

STATE PROJECT

NUMBER

OR BOR CCAO 2018(1) C.2

A u g u s t

Q u a n ti ty

S h e e t

S h e t]

M y F il e s \F

H W

A \D e s ig n \H a y s ta c k \F o r_

S ig n o ff

\C C

A O

U A

N T

S .d g n

ROADWAY QUANTITIES

TABULATION OF

STATE PROJECT

NUMBER

OR BOR CCAO 2018(1) D.1

10+00

Saw cut

Proposed edge of pavement

Existing edge of gravel

Construction limits

Station reference line

BEGIN PROJECT

protect in place

Gate, Construction limits

Existing edge of gravel

Station reference line

Begin paving 10+00

10+00 to 10+30

Removal of pavement, asphalt

1 1

STOP

Mainline

Removal of pavement, asphalt

LEGEND:

10+00

HAYSTACK RESERVOIR PAVING

BOR CCAO 2018(1)

10+00

R1-1

E= 2122416.17

N= 16167716.05

2. Centerlines are approximate.

1. See Section H for sign quantities.

NOTES:

4. Place signs according to the CO.

widths specified in typical sections.

3. Match existing radii with road

:2 e p te m b e r

D c m y fi le s \f h w a \d e s ig n \h a y s ta c k

\f o r_ s ig n o ff \B

O R

C A

P L

A N

.d g n

10+00 TO 15+70

PLAN-PLAN

STATE PROJECT

NUMBER

OR BOR CCAO 2018(1) D.2

Construction limits

Existing edge of gravel

Station reference line in place, 16+32

Cleaning culvert

See sheet D.8

End of Mainline loop, 18+63

24-inch pipe culvert, Station reference line

Construction limits

Existing edge of gravel

Mainline 16+72

Willow 1 100+00 =

Begin Willow 1, one way

Mainline 18+15

Willow 2 200+00 =

Begin Willow 2, one way

Mainline 18+15

Willow 2 200+00 =

Begin Willow 2, one way

Mainline 18+89

Willow 3 400+00 =

Begin Willow 3, two way of pavement

Proposed edge of pavement

Proposed edge begin 100+00 LT

Soil erosion control, fiber roll, begin 100+00 LT

Soil erosion control, silt fence, X

X begin mainline one way

End mainline two way

19+12 to 20+05

Removal of pavement, asphalt do not disturb

Existing restroom, Willow parking lot of pavement

Proposed edge

Silt fence

Fiber rolls

Remove and reset boulder

Removal of pavement, asphalt

Mainline

W ill o w

W il lo w

M a in li n e

LEGEND:

-0

'-0

2. Centerlines are approximate.

signing and striping quantities.

1. See Section H for parking lot

NOTES:

widths specified in typical sections.

3. Match existing radii with road

:4 e p te m b e r m y fi le s \f h w a \d e s ig n \h a y s ta c k

\f o r_ s ig n o ff \B

O R

C A

P L

A N

.d g n

15+25 TO 20+90

PLAN-PLAN

STATE PROJECT

NUMBER

OR BOR CCAO 2018(1) D.3

Construction limits

Existing edge of gravel

Station reference line

Proposed edge of pavement

Mainline 22+57

Juniper 1 500+00 =

Begin Juniper 1, one way

Construction limits

Existing edge of gravel

Proposed edge of pavement

Station reference line

23+64

Cleaning culvert in place, begin 25+63

Soil erosion control, fiber roll, begin 25+52

Soil erosion control, silt fence, Mainline

J u n ip e r

Mainline

LEGEND:

Silt fence

Fiber rolls

12' -0 widths specified in typical sections.

2. Match existing radii with road

1. Centerlines are approximate.

NOTES:

:4 e p te m b e r m y fi le s \f h w a \d e s ig n \h a y s ta c k

\f o r_ s ig n o ff \B

O R

C A

P L

A N

.d g n

20+50 to 26+75

PLAN-PLAN

STATE PROJECT

NUMBER

OR BOR CCAO 2018(1) D.4

Mainline 27+98

Juniper 2 600+00 =

Begin Juniper 2, one way line reference

Station line reference

Station

Construction limits

Construction limits of gravel

Existing edge of gravel

Existing edge of pavement

Proposed edge of pavement

Proposed edge

Mainline 29+58

Cottonwood 1 700+00 =

Begin Cottonwood 1, one way

Mainline 30+01

Cottonwood 2 800+00 =

Begin Cottonwood 2, one way end 27+39

Soil erosion control, silt fence, end 27+39

Soil erosion control, fiber roll, access trail

Cottonwood restroom

Cottonwood parking lot

0 3

X X

X X X X X X

Mainline

C o tto n w o o d

Cottonwood 2

LEGEND:

Silt fence

Fiber rolls

Remove and reset boulder

-0

' -0

12' -0"

Mainline

J u n ip e r

29+54 LT

R6-1

2. Centerlines are approximate.

signing and striping quantities.

1. See Section H for parking lot

NOTES:

widths specified in typical sections.

3. Match existing radii with road

:4 e p te m b e r m y fi le s \f h w a \d e s ig n \h a y s ta c k

\f o r_ s ig n o ff \B

O R

C A

P L

A N

.d g n

26+50 to 31+75

PLAN-PLAN

STATE PROJECT

NUMBER

OR BOR CCAO 2018(1) D.5

Proposed edge of pavement

Construction limits

Existing edge of gravel

Station reference line

Construction limits

Proposed edge of pavement

Existing edge of gravel

Mainline 34+24

Cottonwood 2 803+10 =

End Cottonwood 2, one way begin 32+33

Plastic fence, begin 32+35

Soil erosion control, fiber roll, Station reference line

31+74 to 32+45

Removal of pavement, asphalt match existing, max 10% slope grade transition from 7 inches to

Roadway aggregate, Method 2 max 10% slope grade match existing, from 7 inches to

Method 2, transition

Roadway aggregate, Cottonwood parking lot do not disturb

Existing restroom, access trail

Cottonwood restroom

M ai nl in e

Mainline

C o tto n w o o d

LEGEND:

Silt fence

Fiber rolls Removal of pavement, asphalt

20'-0"

-0 widths specified in typical sections.

3. Match existing radii with road

2. Centerlines are approximate.

signing and striping quantities.

1. See Section H for parking lot

NOTES:

Method 2

Roadway aggregate, :4 e p te m b e r m y fi le s \f h w a \d e s ig n \h a y s ta c k

\f o r_ s ig n o ff \B

O R

C A

P L

A N

.d g n

31+50 to 36+50

PLAN-PLAN

STATE PROJECT

NUMBER

OR BOR CCAO 2018(1) D.6

Mainline 37+02

Cottonwood 1 702+56

End Cottonwood 1, one way

Station reference line

Construction limits

Existing edge of gravel

Proposed edge of pavement

Mainline 40+23

Juniper 2 604+89 =

End Juniper 2, one way

Mainl ine

Mainline

J u n ip e r

C o tt o n w o o d

LEGEND:

Silt fence

Fiber rolls

Remove and reset boulder

12' -0"

20'-0" widths specified in typical sections.

2. Match existing radii with road

1. Centerlines are approximate.

NOTES:

:3 e p te m b e r m y fi le s \f h w a \d e s ig n \h a y s ta c k

\f o r_ s ig n o ff \B

O R

C A

P L

A N

.d g n

36+25 to 41+75

PLAN-PLAN

STATE PROJECT

NUMBER

OR BOR CCAO 2018(1) D.7

END OF LOOP

Mainline 16+72

Willow 1 100+00 =

Begin Willow 1, one way

Willow 1 100+66

Willow 1A 150+00 =

Begin Willow 1A, one way

Station reference line

Construction limits

Existing edge of gravel

Proposed edge of pavement

Main lin e

Mainli ne

M a in li n e

W illo w

W il lo w

LEGEND:

Silt fence

Fiber rolls

' -0

-0

20'-0"

47+06.06

BOR CCAO 2018(1)

E= 2122379.33

N=16168419.07 widths specified in typical sections.

2. Match existing radii with road

1. Centerlines are approximate.

NOTES:

:3 e p te m b e r m y fi le s \f h w a \d e s ig n \h a y s ta c k

\f o r_ s ig n o ff \B

O R

C A

P L

A N

.d g n

42+00 TO 47+06.06

PLAN-PLAN

STATE PROJECT

NUMBER

OR BOR CCAO 2018(1) D.8

Mainline 16+72

Willow 1 = 100+00

Begin Willow 1, one way

Willow 1 100+66

Willow 1A 150+00 =

Begin Willow 1A, one way

Willow 1 103+84

Willow 1B 300+00 =

Begin Willow 1B, one way

Mainline 18+15

Willow 2 200+00 =

Begin Willow 2, one way

Mainline 18+89

Willow 3 400+00 =

Begin Willow 3, two way

Willow 3 400+66

Willow 1 104+87 =

End Willow 1, one way

Willow 2 201+16

Willow 1A 151+44 =

End Willow 1A, one way

Willow 3 400+59

Willow 1B 301+07 =

End Willow 1B, one way

Willow 1 102+61

Willow 2 201+53 =

End Willow 2, one way

402+26.98

18' travel way

End Willow 3

Construction limits gravel

Edge of existing of pavement

Proposed edge end 102+24

Soil erosion control, silt fence, end 102+38

Soil erosion control, fiber roll, (fire ring)

Remove and reset match existing, max 10% slope grade transition from 7 inches to

Roadway aggregate, Method 2

10% longitudinal taper from edge of pavement

Roadway aggregate, Method 2

Willow parking lot match existing, max 10% slope grade transition from 7 inches to

Roadway aggregate, Method 2

Do not disturb restroom

Willow paved parking lot campsite pad

Willow paved slope max

8 1

LEGEND:

Silt fence

Fiber rolls

M a in lin e

Main line

Willow 1

W illo w

W il lo w

12'-0"

12'- 0"

'-0 campsite pad parking lot and all directions

2% max slope parking lot all directions

2% max

Method 2

Roadway aggregate, reset boulder

Remove and

2. Centerlines are approximate.

signing and striping quantities.

1. See Section H for parking lot

NOTES:

marked by the CO.

4. Paved campsite pad limits will be widths specified in typical sections.

3. Match existing radii with road

:3 e p te m b e r m y fi le s \f h w a \d e s ig n \h a y s ta c k

\f o r_ s ig n o ff \B

O R

C A

P L

A N

.d g n

SITE

WILLOW GROUP

STATE PROJECT

NUMBER

OR BOR CCAO 2018(1) D.9

x x x

Mainline 22+57

Juniper 1 500+00 =

Start Juniper 1, one way

Juniper 1 501+38

Juniper 1A 550+00 =

Start Juniper 1A, one way

Mainline 27+98

Juniper 2 600+00 =

Start Juniper 2, one way

Juniper 1 502+82

Juniper 1A 551+64 =

End Juniper 1A, one way

Juniper 2 604+40

Juniper 1 503+24

End Juniper 1, one way

Begin 25+52

Soil erosion control, silt fence, End 27+34

Soil erosion control, fiber roll, Begin 25+63

Soil erosion control, fiber roll, Remove and reset (fire ring)

Juniper paved parking lot A

Juniper paved parking lot B

Juniper paved parking lot C campsite pad

Juniper paved parking

slope max

X x x x x x xx x

Mainline 40+23

Juniper 2 604+89 =

End Juniper 2, one way x x

LEGEND:

Silt fence

Fiber rolls

Mainline

J u n ip e r

Ju ni pe r

J u n ip e r

M ainline

12'-0"

20'-0" campsite pad all directions

2% max parking lot all directions

2% max reset boulder

Remove and widths specified in typical sections.

2. Match existing radii with road

1. Centerlines are approximate.

NOTES:

marked by the CO.

3. Paved campsite pad limits will be

:3 e p te m b e r

D m y fi le s \f h w a \d e s ig n \h a y s ta c k

\f o r_ s ig n o ff \B

O R

C A

P L

A N

.d g n

SITE

JUNIPER GROUP

STATE PROJECT

NUMBER

OR BOR CCAO 2018(1) D.10

Mainline

Mainline 29+58

Cottonwood 1 700+00 =

Begin Cottonwood 1, one way

Construction limits

Mainline 30+01

Cottonwood 2 800+00 =

Begin Cottonwood 2, one way begin 32+35

Soil erosion control, fiber roll, begin 32+33

To protect wetland, Plastic fence, 802+37 pipe culvert, 24-inch

Remove and reset (fire ring)

Proposed edge of pavement

Mainline 34+24

Cottonwood 2 803+10 =

End Cottonwood 2, one way

Edge of existing gravel end 33+35 fiber roll, control, Soil erosion end 33+35

Plastic fence, X

X X X

X X X X

X X

X X X X

X do not disturb

Existing restroom, max 10% slope grade match existing, from 7 inches to

Method 2, transition

Roadway aggregate, slope grade match existing, max 10% transition from 7 inches to

Roadway aggregate, Method 2 campsite pad

Cottonwood paved

2-inch compacted depth

Asphalt concrete pavement, type 1, Existing ground

5-inch compacted depth

Roadway aggregate, method 2 access trail

Cottonwood restroom

Mainline 27+98

Juniper 2 600+00 =

Begin Juniper 2, one way

0 8

600600

2% Max

1:2

Varies 5'-0" Varies

LEGEND:

Silt fence

Fiber rolls

Mainline

J u n ip e r 2 Cottonw ood 1

Cottonwood 2

12'-0"

'-0

12'-0"

27'-0" pad campsite directions

2% max all slope trail

5% max slope parking lot

2% max

RV parking slope max

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

ACCESS TRAIL

COTTONWOOD RESTROOM

2. Centerlines are approximate.

signing and striping quantities.

1. See Section H for parking lot

NOTES:

Method 2

Roadway aggregate, reset boulder

Remove and marked by the CO.

4. Paved campsite pad limits will be widths specified in typical sections.

3. Match existing radii with road

:4 e p te m b e r

C O

T T

O N

W O

O D

G R

O U

P S

E m y fi le s \f h w a \d e s ig n \h a y s ta c k

\f o r_ s ig n o ff \B

O R

C A

P L

A N

.d g n

COTTONWOOD GROUP SITE

STATE PROJECT

NUMBER

OR BOR CCAO 2018(1) D.11

Station reference line

Construction limits

Existing edge of gravel

Mainline 37+02

Cottonwood 1 702+56

End Cottonwood 1, one way

Mainline 29+58

Cottonwood 1 700+00 =

Begin Cottonwood 1, one way

X X

Proposed edge of pavement

M a in li n e

Remove and reset boulder

LEGEND:

Cotton wood 1

C o tt o n w o o d

12' -0"

' -0

20'-0"

M a in li n e

M a in lin e widths specified in typical sections.

2. Match existing radii with road

1. Centerlines are approximate.

NOTES:

:3 e p te m b e r

C O

T T

O N

W O

L A

N V

W m y fi le s \f h w a \d e s ig n \h a y s ta c k

\f o r_ s ig n o ff \B

O R

C A

P L

A N

.d g n

PLAN VIEW

COTTONWOOD 1

STATE PROJECT

NUMBER

OR BOR CCAO 2018(1) D.12

J H

10.4 x 16 60201 -0800

60704 -0000

Station M

U M

C O

V E R

-I

N C H

E C

E R T

A N

C U

E R T I

N P

C E

S K E W

A N

A llo w ab le P ip e

M at er ia l (S ee k ey b el o w

B E V E

V :n

B E V E

V :n

REMARKS

See below for numbered notes

FEET LNFT EACH Lt Rt 16+32 1

18+63 1 36

AS, C,

23+64 1

Cottonwood 2

802+37 1 24

AS, C,

60 2 Allowable Pipe Material

NOTE: A Aluminum

1. Steel pipe culvert minimum wall thickness is thickness required AS Aluminized steel by the Std. 602-1 fill height table. C Concrete

2. Aluminized steel pipe culvert minimum wall thickness is the GS Galvanized steel thickness required by the Std. 602-1 fill height table (steel). P Plastic

3. Aluminum pipe culvert minimum wall thickness is the thickness (blank) Any appropriate material required by the Std. 602-1 fill height table. x/__ Any appropriate material

4. Minimum Cover is required by the Stds. 602-1 and 602-7. except __

PAY ITEM NUMBER

PROJECT TOTAL

TABULATION OF DRAINAGE QUANTITIES

M yF ile s\

A \D es ig n \H ay st ac k\

Fo r_

S ig n of f\ [D ra in ag e_

Q u an ti ti es

.x ls x] S h ee t -A u g -2

:2 P

M Le ah W ilm ot

Fi sc h er

D es ig n ed b y:

C h ec ke d b y:

STATE PROJECT

E.1

SHEET

NUMBER

BOR CCAO 2018(1)OR

Note: The quantities shown hereon are approximate and are subject to field adjustments.

NO SCALE

METAL ROUND PIPE CULVERT

METAL PIPE ARCH CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

STEEL ALUMINUM

DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

SPAN x RISE

SIZE

PIPE ARCH

SIZE

PIPE ARCH

SPAN x RISE DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

COVER

MINIMUM

DIAMETER

SIZE

PIPE

SIZE

PIPE

DIAMETER COVER

MINIMUM

ALUMINUMSTEEL

of camber or increase the pipe culvert gradient.

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

When directed, camber pipe culverts upward

602-1

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

METAL PIPE CULVERT

Fill heights exceeding 100 feet require

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

0.060/160.075/140.105/120.135/10 0.164/8 0.060/160.075/140.105/120.135/10 0.164/8

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES INCHES

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS 5" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES

INCHES

142 x 91

137 x 87

128 x 83

117 x 79

112 x 75

103 x 71

95 x 67

87 x 63

83 x 57

81 x 59

77 x 52

73 x 55

71 x 47

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

INCHES

3.5

INCHES

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

5" x 1" CORRUGATIONS

0.064/160.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8 0.079/14

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.109/120.138/10 0.168/8

INCHES INCHES INCHES

103 x 71

95 x 67

87 x 63

81 x 59

73 x 55

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

INCHES

3.5

" CORRUGATIONS2

1" x 3

METAL THICKNESS (INCH/GAGE)

3" x 1" CORRUGATIONS

0.135/100.105/120.075/14

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.060/160.135/100.105/120.075/140.060/16

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

pavement for both flexible and rigid pavement.

from the top of the pipe to the top of the rigid pavements. Measure maximum fill height pavements, and to the top of the pavement for pipe culvert to the subgrade for flexible

Measure minimum cover from the top of the corrugation pipe.

Obtain approval before furnishing annular of helical lockseam and welded seam pipe.

corrugations are more restrictive than those

Fill heights for culvert pipe with annular lockseam and welded seam pipe only.

The fill heights in the table are for helical special analysis by the CO.

STATE PROJECT

NUMBER

OR BOR CCAO 2018(1) E.2

A u g u s t

D e p w w o r k \d

\S td D e t-

V ie w e r .d g

MULTIPLE PIPE INSTALLATION

PIPING PLUG

ON UNSTABLE MATERIAL

ON NATURAL GROUND

ABOVE NATURAL GROUND

ON UNYIELDING MATERIAL

PIPE BEDDING

ELEVATION

SECTION A-A

LEGEND:

Bedding material (uncompacted)

Impermeable backfill material.

BEDDING DEPTH

MINIMUM SPACING

SPACING

or SPAN

DIAMETER

PIPE SIZE (H) DEPTH

Roadway embankment Roadway embankment

Natural ground

Toe plate Toe plate

Natural ground Natural ground

Roadway embankment

Roadway excavation

Natural ground

Width

H H

Finished subgrade Finished subgrade

Natural ground

Finished subgrade

Pipe culvert

Embankment slope

High water elevation treatment

Culvert end

Piping plug before trench excavation embankment height

Finished subgrade or

Original natural ground surface

Finished subgrade

Roadway embankment

Finished subgrade trench excavations

Embankment material placed in layers

Compacted backfill material placed in layers not backfill in accordance with Section 614.

depth table

See bedding excavation in trench

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

Remove unyielding material fill material properly compacted with approved granular foundation firm bearing soil and replace

Remove unstable material to

Bedding

(see table)

Minimum spacing or Span

Diameter or Span

Diameter section

Metal endMetal end section

602-3

STANDARD APPROVED FOR USE 12/1993

DRAFT: 10/2017

REVISED: 4/1994 6/2005

not exceeding 6" compacted depth.

exceeding 6" compacted depth; or lean concrete

> 54"

12" to 54"

18" (min.)

6" in uncompacted depth.

* Reduce to 18" for

UP to 48"

48" and UP

24" span or 36", PIPE CULVERT BEDDING

METAL AND PLASTIC

2'-0" ±

1'-0" ±

18" ±

18" ±18"±

(min.)

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

"/foot of cover,2 minimum

1'-0"

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

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.)

See Section 704 for bedding and backfill requirements.

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

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

TRENCH EXCAVATION IN EMBANKMENT

BELOW NATURAL GROUND OR

NATURAL GROUND

ABOVE AND BELOW

whichever is less

Half diameter or or 36" (max.) for embankment installations

STATE PROJECT

NUMBER

OR BOR CCAO 2018(1) E.3

A u g u s t

S ta n d a r d

M y

F il e s \F

H W

A \D e s ig n \H a y s ta c k

\F o r_ S ig n o ff

\D ra in a g e

D e ta il s .d

MULTIPLE ROUND PIPE INSTALLATION SUPPLEMENTAL CONCRETE PIPE TIE

PIPING PLUG

TRENCH INSTALLATIONEMBANKMENT INSTALLATION

CONCRETE ROUND PIPE CULVERT LEGEND:

Bedding material (uncompacted).

Embankment material placed in layers

Impermeable backfill material.

FILL HEIGHT AND PIPE CLASS TABLE

BEDDING DEPTH

SIZE

PIPE

MINIMUM SPACING

EMBANKMENT TRENCHDIAMETER

DEPTHPIPE SIZE (H)

CLASS VCLASS IVCLASS IIICLASS II

TRENCH

CLASS VCLASS IVCLASS IIICLASS II

EMBANKMENT

Roadway embankment

Limits of pipe compaction

SECTION A-A

Bedding (See table)Bedding (See table)

Width

° 60°

(See table)

Minimum spacing

Finished subgrade before trench excavation embankment height

Finished subgrade or to springline backfill

Compacted

Piping plug end treatment

Culvert

Embankment slope

High water elevation

Pipe culvert holes (typ.)

Concrete pipe tie when precast

Tapered holes permitted over pipe joint

Do not install fastener

O Ring if required

2H2H

602-7

STANDARD APPROVED FOR USE 12/1993

DRAFT: 6/2008

REVISED: 4/1994 6/2005

CULVERT INSTALLATION

CONCRETE PIPE

compaction shown on Standard 602-3.

INCHES

DIAMETER

INCHES

COVER

MINIMUM

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE IN FEET

> 54"

12" TO 54"

OVER 96"

36"-96"

12"-36"

48"

0.5H

15"

72"

2H not exceeding 6" compacted depth.

1'-0" (min.)

" max.2

2'-9 ty p ic a l m a x

1'-0"±

1'-3" min.

1'-5" max.

1" dia. Joint tie

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

H H

adjusted to tie into impervious material.

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

Construct a piping plug of impermeable backfill install the pipe culvert according to the limits of pipe

Where unyielding or unstable material is encountered, the compaction limits shall be the walls of the trench.

in an embankment. For pipe installation in a trench, Pipe compaction limits shown are for pipe installation and rigid pavements.

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 upwards from in the contract documents.

Use Supplemental Concrete Pipe Tie when specified

AASHTO Standard Specifications for Highway Bridges.

structural pipe designs meeting the criteria of may be increased on approval of site-specific

Maximum fill heights for pipe culvert installations lean concrete backfill in accordance with Section 614

Compacted backfill material placed in layers

" min.2 12'-6 not exceeding 6" compacted depth, or

" dia. hole for4

STATE PROJECT

NUMBER

OR BOR CCAO 2018(1) E.4

A u g u s t

S ta n d a r d

C o p y

M y

F il e s \F

H W

A \D e s ig n \H a y s ta c k

\F o r_ S ig n o ff

\D ra in a g e

D e ta il s .d

:1 e p te m b e r

P la n

S h e

M y

F il e s \F

H W

A \D e s ig n \H a y s ta c k

\F o r_ S ig n o ff

\B O

C C

A O

(1 h a .d g n

QUANTITIES

EROSION CONTROL

TABULATION OF

STATE PROJECT

NUMBER

OR BOR CCAO 2018(1) F.1

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

Fi ll slo pe

T o e o f s lo p e

PLAN

ELEVATION

T o e o f s lo p e

Fi ll sl op e

ELEVATION

PLAN

END DETAIL

END POSTS DETAIL

POSTS AT JOINTS

Varies

Geotextile

Steel or wood post

Backfilled and compacted soil f o r s p a c in g

S e e N o te

Limits of clearing

(undisturbed)

Silt fence reinforcement

REVISED: 10/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

SILT FENCE

W157-1

U.S. CUSTOMARY DETAIL

DETAIL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NOTE:

Staple or tie

Section B

Geotextile fabric, Tie top of posts together driven tightly together.

Steel or wood posts

Steel or wood post

Staple or tie

Geotextile fabric

Fasten fabric to posts around each post one full turn.

Fold geotextile fabric See Note 3

End Posts Detail

End posts, see

End Posts Detail

End posts, see

See Note 3 fabric, Section A

Geotextile

Flow

Flow m in m in m in

4" min.

6" min. trench 4.

running around the ends.

Curve ends of silt fence upgrade to prevent water from as possible.

Install silt fence to follow the ground contours as closely does not slide down, supporting posts.

All types must ensure silt fence remains attached to, and manufacturer's recommendations for installation procedures.

as long as specified dimensions are satisfied. Follow

Alternate preassembled silt fence options will be allowed

6-foot (max.) spacing without silt fence reinforcement.

10-foot (max.) spacing with silt fence reinforcement.

STATE PROJECT

NUMBER

OR BOR CCAO 2018(1) F.2

A u g u s t

S ta n d a r d p w w o r k \d

\E r o s io n C o n tr o l_

D e ta il s .d

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter for each roll

Stakes required

FIBER ROLL SPACING

Fiber roll length

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

FIBER ROLL STAKING DETAIL

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

Existing ground (typ.)

Fiber roll

Flow direction

Slope

Direction of runof f from distur bed area s sp ac in g ch ar t

S ee F ib er R ol l

Fiber roll along contours

Install fiber rolls

Fiber roll

Slope

Fi ll slo pe

Direction of runoff ground

Existing soil to match ground level

Backfilled and compacted

Flow larger than fiber roll wood stakes. See Note 2.

Pay lim its

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

Step 2: Backfill soil against fiber rolls

DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FIBER ROLL

(FT)

W157-21

2" (min.) Excavate trench 2"

1" x 1" or 1" Ø

U.S. CUSTOMARY DETAIL

DETAIL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

ove rlap

12" (m in.)

t o m in m in

1" x 1" Wood stake as specified in plans

3' min. or

3' (min.)

Drive stakes at each end and at 4-foot spacing until fiber

NOTE:

disturbed areas

Runoff from ff o n ur f o n oi t c er i

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

permanent installations. Do not crush fiber roll while staking.

roll is secure to slope. Live stakes may be used for and install fiber rolls

Step 1: Excavate trench fiber roll and space stakes at 4-foot max.

6-inches from fiber roll end angles towards the adjacent

Overlap fiber rolls 12-inch minimum. Drive stakes at

STATE PROJECT

NUMBER

OR BOR CCAO 2018(1) F.3

A u g u s t

D e

M y

F il e s \F

H W

A \D e s ig n \H a y s ta c k

\D e s ig n

F il e s \E ro s io n

C o n tr o l_

D e ta il s .d

G20-2

G20-2M in o r R o a d

M a jo r R o a d

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

G20-2

Expressway / Freeway

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

ARNI

AREA

B as d et er m in ed b y th e

W or k zo ne A re a of In flu en ce

Pr oj ec t L im its

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

ARNI

AREA

ROAD NAME

ROAD WORK

NEXT xx MILES

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

(optional) W13-1P

(optional) W13-1P xx

MPH

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2014

REVISED:

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

635-1

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

See Note 11 G20-1

See Note 10 W20-1

See Note 9 W16-8P W20-1 over

W20-1

Ro ad N ame

14.

13.

12.

11.

10.

See Note 10 W20-1

See Note 10 W20-1 the distance to the work area in feet or in miles. Install an additional W20-1 The message on the W20-1 signs may be "ROAD WORK AHEAD" or may specify of the road on which the construction does occur (applies to major roads only).

construction work occurs, include a supplementary plaque indicating the name If W20-1 is placed on a roadway other than that on which the actual post-mounted signs when not applicable.

Do not store traffic control devices along the roadway when not in use. Cover

Maintain two-way traffic during all non-work hours except as approved by the CO.

NCHRP-350 or MASH for crashworthiness.

Ensure all sign supports exposed to impact by traffic meet the requirements of indicate a maximum recommended speed through the construction area.

Install advisory speed plates under the W20 series warning signs as needed to construction conditions.

Additional or different message signs may be required to fit the actual messages as required.

locate the warning signs as determined by the CO for best results. Vary Where advance warning signs, placed as shown, interfere with permanent signs, traffic control plan as necessary to accommodate actual operations.

to this project. The Contractor may add or delete information and details in this Not all details shown on the temporary traffic control sheets may be applicable

Erect all project advance warning signs before starting construction work.

retroreflective sheeting types.

Refer to the Section 635 of the Special Contract Requirements for allowable

State standards may be used as an alternative if approved by the CO.

that an encroachment permit has been obtained.

If signing on a roadway under a jurisdiction other than the client agency, verify whole mile.

each end of the project. Show the distance on the G20-1 sign to the nearest For work zones that are 2 miles or more in length, install G20-1 signs at signs "B" feet apart according to the Sign Spacing Table.

sign when approach speeds exceed 50 MPH. When used place the two W20-1

STATE PROJECT

NUMBER

OR BOR CCAO 2018(1) G.1

A u g u s t

D e

M y F il e s \F

H W

A \D e s ig n \H a y s ta c k \D e s ig n

F il e s \T

T C

D e ta il s .d

Traffic flow

W20-7W20-4

(optional)

WORK SPACE (optional)(optional)

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

not the advisory speed.

Approach speed based on the regulatory posted speed, *

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

LENGTH

BUFFER SPACE

NOTE:

Expressway / Freeway

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

MPH

xxx

FEET

ROAD WORK

END

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

(See Length and Spacing Table)ADVANCE WARNING AREA (See Sign Spacing Table) TERMINATION AREA

Device spacing

BUFFER SPACE

Channelizing devices

Flagger location

635-6

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

MPH FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

(WITH FLAGGERS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

SPACING IN FEET

50' - 100'

See Note 6

10' min.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

See Note 4

W20-1

See Note 4

G20-2

Spacing Table)

(See Length and

(optional)

W13-1P

(optional)

W16-2P

the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored in

Requirements, Section 156.

For project specific minimum width, refer to the Special Contract

For night time flagging operation, provide floodlighting at flagger stations.

WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

If closure is completely within the project limits, eliminate the "ROAD name of the contractor on the pilot car.

a conspicuous location on the rear of vehicle. Prominently display the

For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at conditions as approved by the CO.

Final location and spacing of signs and devices may be changed to fit field those depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place devices similar to

50' - 100' (optional)

STATE PROJECT

NUMBER

OR BOR CCAO 2018(1) G.2

A u g u s t

S ta n d a r d

C o p y

M y

F il e s \F

H W

A \D e s ig n \H a y s ta c k

\D e s ig n

F il e s \T

T C

D e ta il s .d

"X"

WIDTH AREA

OF POSTS

NUMBER POST SIZE D HOLE SIZE

WOOD POST SELECTION TABLE

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

S e e N o te

See Note 4 E d g e o f t r a v e le d w a y

E d g e o f p a v e d s h o u ld e r

NO SCALE

Post

Local tangent

Bottom of sign panel

0.75X

Y D

0.2X

0.6X

0.2X

See post detail (typ.)

Break-away holes.

Long side of post

90°

93°

635-14

STANDARD APPROVED FOR USE 6/2005

DRAFT: 10/2017

REVISED:

Diamond ≤ 48"

> 30'

> 17'

12' - 16'

> 13'

< 10

65 - 95

50 - 65

20 - 50

10 - 20

6 x 6

4 x 6

6 x 6

4 x 6

4 x 4

6 x 6

4 x 6

4 x 4

(INCH) (INCH)

(INCH)(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

200' m in m in

6' - 12'

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

1.5

NOTE:

See table for hole size parallel to sign face.

Field drill holes through post

by the CO.

State standards may be used as an alternative if approved

In areas where lateral distance is limited, a minimum

D = Post embedment depth for average soil conditions.

Select post lengths to fit field conditions.

H1 and H2 = Overall post length.

per post.

In pedestrian locations, or in areas with obstructed views, the curb may be used.

6" x 6" or larger.

Use 7' minimum spacing between posts for sign posts and 6' minimum mounting height for secondary sign.

use 7' minimum mounting height for main sign a minimum lateral distance of 1' behind the face of lateral offset of 2' may be used. In areas with curbs, " dia. bolts 4 1Attach sign panels with a minimum of 2 -

STATE PROJECT

NUMBER

OR BOR CCAO 2018(1) G.3

A u g u s t

S ta n d rd

M y F il e s \F

H W

A \D e s ig n \H a y s ta c k \D e s ig n

F il e s \T

T C

D e ta il s .d

:1 e p te m b e r

P la n

S h e

M y F il e s \F

H W

A \D e s ig n \H a y s ta c k \F o r_

S ig n o ff

\B O

R C

C A

O (1 ja

Q u a n ti ti e s .d g n

QUANTITIES

PERMENANT TRAFFIC CONTROL

TABULATION OF

STATE PROJECT

NUMBER

OR BOR CCAO 2018(1) H.1

solid (white)

Pavement markings, type B, accessibility symbol

Pavement markings, type B, 45°

Removal of wheelstops

Removal of 2 signs

R7-8P

R7-8

RESERVED

PARKING

VAN

ACCESSIBLE

W il lo w

'-0

5'- 0"

Mainline

1. Place signs according to the CO.

NOTES:1

:0 e p te m b e r

W il lo w G ro u p S it

M y

F il e s \F

H W

A \D e s ig n \H a y s ta c k

\F o r

S ig n o f f \c a m p a n d p a r k in g a r e a s .d g n

WILLOW GROUP SITE

STATE PROJECT

NUMBER

OR BOR CCAO 2018(1) H.2

R7-8P

R7-8 accessibility symbol type B, Pavement markings, solid (white)

Pavement markings, type B, 45°

VAN

ACCESSIBLE

RESERVED

PARKING

11'-0"

5'-0"

Main line

Cottonwood 2

1. Place signs according to the CO.

NOTES:1

:5 e p te m b e r

C o tt o n w o o d

G r o u p

S it

M y

F il e s \F

H W

A \D e s ig n \H a y s ta c k

\F o r

S ig n o f f \c a m p a n d p a r k in g a r e a s .d g n

SITE

COTTONWOOD GROUP

STATE PROJECT

NUMBER

OR BOR CCAO 2018(1) H.3

SINGLE POST SIGNS

POST DETAIL

THREE POST SIGNS FOUR POST SIGNS

MINIMUM DISTANCE TO SIGN

SIGN INSTALLATION ANGLE

WOOD POST SELECTION TABLE

Direction of traffic flow

SIZE

POST NUMBER OF POSTS

1 2 3 4 D diameter and hole depth

Notch from curb

Offset (W)

Lateral

Height (V)

Mounting

TWO POST SIGNS

E d g e o f s h o u ld e r

E d g e o f t r a v e le d w a y

E d g e o f s h o u ld e r

E d g e o f t r a v e le d w a y

E d g e o f s h o u ld e r

Location

Rural Districts

Residence Districts

Business or

See table for hole size post, parallel to sign face.

Field drill holes through a secondary sign mounted below another sign.

exceeds the limit for the largest post, use steel post installation.

Values shown are the maximum permitted. If the product of XYZ

E d g e o f t r a v e le d w a y

E d g e o f s h o u ld e r

Finish ground line

NO SCALE

CL post

Backfill material

0.15X0.35X0.35X0.15X ty p

V Y

Backfill material

0.125X0.25X0.25X0.25X0.125X

Y Z

H ty p

V Y

Z ty p

Same post size

Bottom of sign

Long side of post single post installations of post. Omit notch for

Saw cut notch full width

Same post size

Backfill material

(See Post Selection table)

Notch depth (where required)

Backfill material

Z ty p

V Y

0.2X0.6X0.2X

W633-7

REVISED:

DETAIL APPROVED FOR USE 10/2009

WESTERN FEDERAL LANDS HIGHWAY DIVISION

(inch)

8 x 12

8 x 10

6 x 10

6 x 8

6 x 6

4 x 6

4 x 4

Product of X-Y-Z in CUFT

6'-0"

5'-0"

4'-0"

3'-0"

For all retroflectorized signs where W > 25'

6 ft 5 ft

7 ft 2 ft

V may be reduced by 1 foot in rural districts for

22 ft (max.)

X=14 ft (min.) to maximum

X=5 ft to 12 ft (max.)

X=4 ft (min.)

18 ft (max.)

X=10 ft (min.) to

WOOD POSTS

INSTALLATION

PERMANENT SIGN

U.S. CUSTOMARY DETAIL

DETAIL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

" outside dia.) 4 1(1 oversized washer

" nonmetallic16

" oversized washer16 5" lock nut16

" bolt16

" bolt thru the post8

6" x 8" when located within the clear zone or if the post

NOTE:

all around (typ.)

3" minimum all around (typ.)

3" minimum

SIGNS WITHOUT ANGLES

TYPICAL MOUNTING FOR

of traveled way

Elevation at edge of traveled way

Elevation at edge rectangle enclosing all the signs.

- Multiple sign installations: X and Y are the dimensions of a dimensions of the signs.

- Single sign, or back to back signs: X and Y are the overall

For the purpose of post selection X and Y are as follows:

longest post.

Z is the height from ground line to mid-height of sign at the conditions. See Wood Post Selection Table below.

D is the minimum post embedment depth for average soil fit field conditions.

indicate overall post length. Select post lengths to 4 thru H1H is vulnerable to being struck when placed outside the clear zone.

Traffic barrier protection is required for all posts larger than

STATE PROJECT

NUMBER

OR BOR CCAO 2018(1) H.4

A u g u s t

D e

M y F il e s \F

H W

A \D e s ig n \H a y s ta c k \D e s ig n F il e s \P

T C

D e ta il s .d

TYPE

ACCESSIBILITY PARKING SPACE MARKING

"AHEAD" WORD MARKING "SCHOOL" WORD MARKING

"ONLY" WORD MARKING"YIELD" WORD MARKING"STOP" WORD MARKING

TURN LANE-USE ARROW PAVEMENT MARKING AREAS

NOTE:

NO SCALE

Turn and Through Lane-Use Arrow

Turn Lane-Use Arrow

Through Lane-Use Arrow

YIELD Word Marking

STOP Word Marking

SCHOOL Word Marking

ONLY Word Marking

AHEAD Word Marking

Accessibility Marking w/ border (Blue)

Accessibility Marking w/ border (White)

Accessibility Marking (symbol only) specified in the Striping Plans

Blue background when border in the Striping Plans

Wh…

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