Hines_Logging_Road_Overlay_Pre-Ad_plans.pdf

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CALIFORNIA 1- - - - NEVADA -

OREGON KEY MAP

TYPE OF CONSTRUCTION:

Asphalt Pavement Milling, Asphalt Concrete Pavement, Shoulder Aggregate, Pavement Marking

DESIGN DESIGNATION:

ADT(2034)

V e (max)

58 (13% TRUCKS)

45MPH

Match Existing

SPECIFICATION:

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14 US Customary Units

DJ

&a

ENGINEERS

PLANNERS

SURVEYORS

PLANS PREPARED FOR

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FE D ER AL LANDS HI GHWAY D IVISI ON

VANC OUVER, WASHIN GT ON

i 1--P-R-OJ- E-CT_M_ A_N_A _G-ER�

;:'. C. SANDERS

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

Project Location

PLANS FOR PROPOSED PROJECT

OR HARNEY 127(1)

HINES LOGGING ROAD OVERLAY

HARNEY COUNTY

MALHEUR

NATIONAL

FOREST

OREGON

LENGTH 8.0 MILES

r__) END PRO ECT

MP 8.00

fJ)]

.-1

\ BEGIN PROJECT

( MP 0.00

Scale in miles

1 0.5 0 1 2 3

STATE PROJECT SHEET

NUMBER

OR HARNEY 127(1)

INDEX TO SHEETS

A. GENERAL INFORMATION

A.1 TITLE SHEET

A.2 PLAN SYMBOLS AND ABBREVIATIONS

B. SUMMARIES

B.1 SUMMARY OF QUANTITIES

C. TYPICAL SECTION(S)

C.1 TABULATION OF TYPICAL SECTION QUANTITIES

C.2 TYPICAL SECTION

C.3 TRANSITION DETAILS

D. APPROACH ROADS AND PARKING AREAS

D.1 TABULATION OF APPROACH ROAD QUANTITIES

D.2 APPROACH ROAD DETAILS

E. TEMPORARY TRAFFIC CONTROL

E.1 TABULATION OF TEMPORARY TRAFFIC CONTROL

QUANTITIES

E.2 TEMPORARY TRAFFIC CONTROL PLAN

PROJECT LIMIT SIGNING

E.3 TEMPORARY TRAFFIC CONTROL

ADVANCE SIGNING

E.4 DELINEATION AND SIGNING FOR

UNMARKED PAVEMENTS

E.S TEMPORARY TRAFFIC CONTROL

SINGLE LANE CLOSURE LAYOUT

(WITH FLAGGERS)

E.6 TEMPORARY TRAFFIC CONTROL

SIGN INSTALLATION WOOD POSTS

F. PERMANENT TRAFFIC CONTROL

F.1 TABULATION OF PERMANENT TRAFFIC CONTROL

QUANTITIES

F.2 LINEAR PAVEMENT MARKINGS

APPROVED:

DATE _ _ _ __

Chief of Engineering, Western Federal Lands Highway Division

A.1

PRELIMINARY

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

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

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EW

ER

EQ or eq.

EP

emb.

elev.

El. 94.16 ft e

E expansion joint excavation edge of water edge of road equation edge of pavement embankment elevation elevation with number superelevation rate east drawing(s) distance diaphragm diagonal diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge)

HW

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish jt.

ID

joint inside diameter

LW

lt. or LT

Ls

LPSM

long.

LNFT

lat.

lam.

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

NC

N normal crown north

OG

OD

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve rte.

rt. or RT reqd.

reinf.

rdwy.

R/W

R.

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

Ts

TS

thd.

TBM

T.

T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance

VPI

vph

V vertical point of intersection vehicles per hour design speed yd3 yd2 cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

SADT

S symmetrical point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced slurry unit shoulder section point of spiral to curve seasonal average daily traffic south

CUYD

culv.

CUFT

cubic yard(s) culvert cubic foot (feet) mon.

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material A

M

A p r il

U

S C

F W

F L

H D H in e s L o g g in g R o a d d g n o r h a r o r a a b .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.2HARNEY 127(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

NOTE:

NO SCALE

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend 1.

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub θs Ø

∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

AH

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

BP

BM

BK

ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center mile post main line

M.P.

M.L.

STEAM = steam, T = telephone, TV = CATV, W = water

P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use,

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut wall face

CL

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

N

Fiber Roll or Wattle

C.1

STATE PROJECT

NUMBER

SHEET

I n t_ ft

D

W

F L

H D H in e s L o g g in g R o a d d g n o r h a r o r a c a .d g n

OR HARNEY 127(1)

P

J u ly

C h e c k e d b y A

C O

H E

N D e s ig n e d b y D

L A

U T

Z E

N H

E I S

E R

QUANTITIES

TABULATION OF TYPICAL SECTION

See note 1 shoulder max to 3.0'

2.1' min shoulder max to 3.0'

2.1' min

TYPICAL SECTION

Match existing

LC

slope varies existing ground

Approximate slope varies existing ground

Approximate

SAFETY EDGE DETAIL

O slope varies existing ground

Approximate

See detail this sheet

Safety Edge (Typ), Method 1

Roadway Aggregate, VariesVaries

Varies

TYPICAL SECTION

NOTES:

MP 0.01 TO 8.00

surface

Existing roadway Tack coat

1. Existing pavement width varies, match existing

Match existing

Varies:12' Traveled way12' Traveled wayVaries:

2" min. compacted depth

0.3 to <3 million ESAL, nominal maximum size aggregate, gyratory mix, 1/2-inch or 3/4-inch

Asphalt concrete pavement, 2" min. compacted depth

0.3 to <3 million ESAL, nominal maximum size aggregate, gyratory mix, 1/2-inch or 3/4-inch

Asphalt concrete pavement, Varies: 28.2' min. to 30.0' max

C.2

STATE PROJECT

NUMBER

SHEET

I n t_ ft

W

F L

H D H in e s L o g g in g R o a d d g n o r h a r o r a c b .d g n

OR HARNEY 127(1)

u ly

C h e c k e d b y A

C O

H E

N D e s ig n e d b y D

L A

U T

Z E

N H

E I S

E R

Varies: 28.7' min. to 30.5' max

Existing pavement existing pavement

Match edge of pavement (Typ)

Edge of existing

TRANSITION DETAILS

Existing cattle guard

30' Transition

SECTION TO CATTLE GUARD

LONGITUDINAL TRANSITION - TYPICAL

guard

Match cattle

Existing roadway surface

30' Transition

Existing roadway surface in c h d e p th p a v e m e n t m illin g

B e g in a s p h a lt in c h d e p th p a v e m e n t m illin g

E n d a s p h a lt in c h d e p th p a v e m e n t m illin g

B e g in a s p h a lt in c h d e p th p a v e m e n t m illin g

E n d a s p h a lt

MP 6.88

MP 4.15

MP 0.89

MP 0.34

million ESAL maximum size aggregate, 0.3 to <3 mix, 1/2-inch or 3/4-inch nominal

Asphalt concrete pavement, gyratory

30' Transition

Existing roadway surface in c h d e p th p a v e m e n t m illin g

B e g in a s p h a lt in c h d e p th p a v e m e n t m illin g

E n d a s p h a lt

30' Transition

Existing roadway surface

SECTION TO EXISTING ASPHALT

LONGITUDINAL TRANSITION - TYPICAL

SECTION TO EXISTING ASPHALT

LONGITUDINAL TRANSITION - TYPICAL

MP 0.01 MP 8.00

pavement

Match existing million ESAL size aggregate, 0.3 to <3

3/4-inch nominal maximum gyratory mix, 1/2-inch or

Asphalt concrete pavement, million ESAL maximum size aggregate, 0.3 to <3 mix, 1/2-inch or 3/4-inch nominal

Asphalt concrete pavement, gyratory pavement

Match existing million ESAL size aggregate, 0.3 to <3

3/4-inch nominal maximum gyratory mix, 1/2-inch or

Asphalt concrete pavement, C.3

STATE PROJECT

NUMBER

SHEET

I n t_ ft

W

F L

H D H in e s L o g g in g R o a d d g n o r h a r o r a c c .d g n

OR HARNEY 127(1)

M a y

C h e c k e d b y A

C O

H E

N D e s ig n e d b y D

L A

U T

Z E

N H

E I S

E R in c h d e p th p a v e m e n t m illin g

B e g in a s p h a lt in c h d e p th p a v e m e n t m illin g

E n d a s p h a lt

0 to 2-inch depth

Asphalt Pavement Milling, 0 to 2-inch depth

Asphalt Pavement Milling, 0 to 2-inch depth

Asphalt Pavement Milling, 0 to 2-inch depth

Asphalt Pavement Milling, D.1

STATE PROJECT

NUMBER

SHEET

I n t_ ft

W

F L

H D H in e s L o g g in g R o a d d g n o r h a r o r a ia .d g n

OR HARNEY 127(1)

M a y

C h e c k e d b y A

C O

H E

N D e s ig n e d b y D

L A

U T

Z E

N H

E I S

E R

QUANTITIES

TABULATION OF APPROACH ROAD

NO SCALE

C L o f a p p r o a c h

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

See Note 1

End pavement R

Edge of shoulder

C L o f a p p r o a c h

W

R Edge of shoulder

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

W

Match existing surfacing

Match existing surfacing

P

E n d p a v e m e n t

M a tc h e x is ti n g

E n d a g g r e g a te approach

Existing aggregate

Existing asphalt approach

Typ

Typ

See Note 1

End pavement

CL of Road

CL of Road

TYPE 3

material varies

Existing approach, TYPE 1

C L o f a p p r o a c h

See Note 1

End pavement R

Edge of shoulder

W

Match existing surfacing

Typ

CL of Road

TYPE 2

depth varies, 0"-2"

Roadway Aggregate, Method 1

Existing road section

Existing road section

Existing road section

TYPE 1 APPROACH

TYPE 2 APPROACH

TYPE 3 APPROACH

Match approach radius 'R' of the existing approach1.

10'

10'

Tack coat

M il li n g in c h d e p th

E n d A s p h a lt P a v e m e n t

M il li n g in c h d e p th

B e g in A s p h a lt P a v e m e n t

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

E n d p a v e m e n t

M il li n g in c h d e p th

E n d A s p h a lt P a v e m e n t in c h d e p th

P a v e m e n t

M il li n g

B e g in A s p h a lt depth

Milling, 0 to 2-inch

Asphalt Pavement depth

Milling, 0 to 2-inch

Asphalt Pavement of approaches only)

Tack coat (paved portion

APPROACH ROAD DETAILS

STATE PROJECT

NUMBER

SHEET

D.2

STATE PROJECT

NUMBER

SHEET

U

S C

W

F L

H D H in e s L o g g in g R o a d d g n o r h a r o r a ib .d g n

OR HARNEY 127(1)

u ly

C h e c k e d b y A

C O

H E

N D e s ig n e d b y D

L A

U T

Z E

N H

E I S

E R

NOTE:

10'

0.3 to <3 million ESAL nominal maximum size aggregate, gyratory mix, 1/2-inch or 3/4-inch Asphalt concrete pavement,

0.3 to <3 million ESAL nominal maximum size aggregate, gyratory mix, 1/2-inch or 3/4-inch Asphalt concrete pavement,

0.3 to <3 million ESAL nominal maximum size aggregate, gyratory mix, 1/2-inch or 3/4-inch Asphalt concrete pavement, 10' of flared radius P=Dimension to end