PeavineRoad-Plans.pdf

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

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

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EW

ER

EQ or eq.

EP

emb.

elev.

El. 94.16 ft e

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

ga.

galvanized gage (gauge)

HW

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

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

ID

joint inside diameter

LW

lt. or LT

Ls

LPSM

long.

LNFT

lat.

lam.

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

NC

N normal crown north

OG

OD

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

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

rt. or RT reqd.

reinf.

rdwy.

R/W

R.

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

Ts

TS

thd.

TBM

T.

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

VPI

vph

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

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

SADT

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

CUYD

culv.

CUFT

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

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material A

M

J u n e

U

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

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.2 BLM ERFO 151-3202 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

Fiber Roll or Wattle

A.3

STATE PROJECT

NUMBER

SHEET

I n t_ ft

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

OR BLM ERFO 151-3202

J u ly

W it u c k i

C h e c k e d b y

D e s ig n e d b y

PROJECT LOCATION

VICINITY MAP

M ile s T o G ran ts

Pa ss

SCALE IN MILES

0 4 1 2

G a lic e

C re e k

Rocky

Gulch

Or eg onGa lic e, Peavine Rd.

P e a v in e R d

Galic e Cre ek R d.

G al ic e

Cr ee k Rd

Galice Rd.

G a lic e R d

R o c k y R iffle

R d

R o g u e R iv e r

Rogue River

Sheet and Description

SECTION C SECTION D SECTION E

TYPICAL

SECTIONS

PLAN &

PROFILE

REINFORCED

SOIL SLOPE 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

A0140 20103-0000 CLEARING AND GRUBBING SQYD 496 4 500

A0160 20401-0000 ROADWAY EXCAVATION CUYD 21 4 25

A0180 26101-0000 REINFORCED SOIL SLOPE SQFT 1,536 14 1,550

A0200 30201-1000 ROADWAY AGGREGATE, METHOD 1 CUYD 63 2 65

A0220 30302-1000 DITCH RECONDITIONING LNFT 375 25 400

A0240 40301-0200 ASPHALT CONCRETE PAVEMENT,

TYPE 2 TON 41 4 45

A0260 41202-0000 TACK COAT GAL 19 1 20

A0280 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 20

A0300 62201-0700 BACKHOE LOADER, 1 CUBIC YARD

MINIMUM CAPACITY FRONTEND

BUCKET, 10 CUBIC FOOT MINIMUM

CAPACITY BACKHOE BUCKET, 90

HP MINIMUM FLYWHEEL HOUR 20

A0320 62301-0000 GENERAL LABOR HOUR 40

A0340 62516-3000 MULCHING, HYDRAULIC METHOD,

BONDED FIBER MATRIX SQYD 496 4 500

A0360 62901-1100 ROLLED EROSION CONTROL

PRODUCT, TYPE 4 SQYD 496 4 500

A0380 63401-0100 PAVEMENT MARKINGS, TYPE A,

SOLID (WHITE) LNFT 400 400

A0400 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

MileStone: 100% Date Completed: In Progress Report Date: 06/25/15

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-J un

-2

:1

A M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities c:

\m yf ile s\ pw

_p ro du ct io n\ d0

Pe av in eR oa d-

SO

Q .x ls m

]S he et

STATE PROJECT

B.1BLM ERFO 151-3202OR

NUMBER

LC

Profile grade

3:1

NO SCALE

T y p

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

PEAVINE ROAD

Travel Way

14'-0" min. 1.5' 1.5'

Shd. Shd.

3:1

C.1

STATE PROJECT

OR BLM ERFO 151-3202

u ly

U

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

W it u c k i

M M Y

Y Y

Y

C h e c k e d b y

D e s ig n e d b y

12" compacted depth

Roadway aggregate, method 1, equal lifts. Place tack coat between lifts

4" compacted depth placed in two

Asphalt concrete pavement, type 2

TYPICAL SECTION

PEAVINE ROAD

Ditch

Reconditioning

C le a r in g l im it s

5'

5'

C le a r in g l im it s

1:1.5

See Sheet E.2

Reinforced soil slope

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 B

L M

E R

F O d a .d g n

OR BLM ERFO 151-3202

P u ly

W it u c

C h e c k e d b y

D e s ig n e d b y

LEGEND:

Reinforced Soil Slope

Edge of road

Top of bank

Toe of slope

NO SCALE

existing fog lines solid (white) best-fit to match the

Place pavement markings, type A vertical alignment

Provide horizontal and

Begin access ramp

PLAN SHEET

PEAVINE ROAD

'03

Existing Pipe

FOOTNOTE:

Salvage pipe in existing ditch as directed by CO.1 gnin oitid nocer hctid fo noi tacol .xorppA to existing culvert

Continue ditch reconditioning

QUANTITIES

REINFORCED SOIL SLOPE

TABULATION OF

E.1

STATE PROJECT

OR

OR BLM ERFO 151-3202

u ly

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

R B

L M

E R

F O e a .d

W it u c

C h e c k e d b y

D e s ig n e d b y

NOTES:

FOOTNOTES:

1.

2.

Structural backfill

3.

4.

2% min.

Granular backfill

UNDERDRAIN SYSTEM

4" PERFORATED PIPE

Perforated pipe 4" dia.

connect outlet and collector pipes

Provide applicable fittings to

4"

12"

12"

TOPSOIL DETAIL

Geogrid reinforcement

4" dia. Solid outlet drain pipe.

TYPICAL SECTION

REINFORCED SOIL SLOPE

type C, nonwoven

Geotextile filter, class 1, REINFORCED SOIL SLOPE

NO SCALE

E.2

STATE PROJECT

OR

BLM ERFO 151-3202

u ly

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

R B

L M

E R

F O e b .d

W it u c

C h e c k e d b y

D e s ig n e d b y

6" typ.

of temporary excavation for top course only

Top embedment overlap to extend to the back

Placed riprap, class 1, 2' depth

Existing ground

Granular backfill

4" Perforated collector pipe leveling course structural backfill 6-Inch minimum this sheet.

depth (typ.), see detail

Topsoil, 8-inch

Mulching, hydraulic method, bonded fiber matrix.

overlap (typ)

6' embedment

Reinforcement geogrid

H

Toe elevation

1.5

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

LC

for pavement structure details See "C" sheet typical sections

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

Reinforced embankment

L

R e in fo r c e d S o il S lo p e P a y L im it s

Structural backfill (all courses)

1:3

Existing roadway pavement

Saw cut

1:2 pavement

Saw cut

Reinforcement geogrid

Reinforced soil slope

REINFORCE SOIL SLOPE PROFILE

(PAY LIMITS)

30'

4'

4'

Unclassified Borrow

Saw cut is subsidiary to Reinforced Soil Slope.

reinforcements.

Back of temporary excavation to extend 1' behind back of in place with standard coupling bands or other approved means.

screen according to Subsection 605.03. Hold the screen securely slopes as directed by the CO. Cover the end of outlet pipes with Bevel ends of outlet pipes to match the surrounding finish of structural backfill.

spacing. Cover the outlet drain pipes with a minimum of 12" Provide solid outlet drain pipe 20-feet center-to-center maximum as reinforced soil slope construction proceeds.

Extend each course of reinforcements into access ramp areas

5.

Toe elevation riprap with granular backfill before placing 4" Solid outlet drain pipe, protect

1.5 type 4 Rolled erosion control product, Access ramp

1.5 type 1 both sides drain

Geocomposite drain, 1.5 of the end of the pipes.

embedment, or other suitable marker. Place post within 12"

Mark the outlet of the outlet pipes with a 6' long post with 2' entering the connection joints.

unobstructed flow to the outlet and prevent soil from drains and the 4-inch collector pipe that allow

Provide connections between the geocomposite center spacing.

Place 24-inch wide geocomposite drains 10-feet center to

12"

2"

2" type 1 both sides of drain

Geocomposite drain, Approx. location of outlet drain white, plastic Object marker post, A p p r o x .5

Placed riprap, class 1, 2' depth

Drive stakes at each end and at 4' spacing

(ft)

(ft)

Excavate trench 2"

REVISED:

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 10/2014

FIBER ROLL

W157-21

119.5'

3' min.

3' min. or m in

M in t o

1" x 1" Wood stake

3" to 5"

J u n e

U

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

W .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

F.1 BLM ERFO 151-3202 OR

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

Spacing Slope

STAKES REQUIRED

disturbed areas

Runoff from

1:1

1:2

1:3

1:4 or flatter as specified in plans

2.

1.

DRAINAGE DITCH INSTALLATION

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

Fiber roll length for each roll

Stakes required

FIBER ROLL SPACINGStep 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:

NO SCALE

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