OR_BLM_ERFO_2017(1)-32(2)_Plans.pdf

CP GPS

JH

BH

TP

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

E

RIP

G G

W W

DI

T

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

P

M

D e c e m b e r

U

S C c p w w o r k d o r e b a b .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.2BLM ERFO 2017(1)-32(2)OR

DI

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

J O

S E

P H

IN

E

J A

C K

S

T

S

U M

P Q

U A

T

IO

N

L

F

R

E S

T

JACKSON CO

DOUGLAS CO

T 35 S

T 34 S

T 34 S

T 33 S

T 35 S

T 34 S

T 39 S

T 38 S

MERLIN

PASS

GRANTS

RIVER

ROGUE

GOLD HILL

WIMER

VICINITY MAP(S)

N

N

N

N

A.3

STATE PROJECT

NUMBER

SHEET

U

S In t2 D p w w o r k \d

\o r e b a c .d g n

OR BLM ERFO 2017(1)-32(2)

:1

M a y

W it u c k i

/2

C h e c k e d b y

D e s ig n e d b y

[1]

[1]

[1]

2 MI

2 MI

1 MI

1 MI

Rogue

Rive r

Fork

Ga lic e

C re e k

Ro gu e

Rive r

Long: 123° 32' 21.73" W

Lat: 42° 33' 22.03" N

STRATTON CREEK MP 0.90

Long: 123° 29' 43.85" W

Lat: 42° 37' 52.52" N

HOG CREEK MP 0.63

Long: 123° 30' 11.23" W

Lat: 42° 37' 18.28" N

HOG CREEK MP 2.85

Long: 123° 16' 25.30" W

Lat: 42° 29' 50.66" N

GRANITE HILL MP 1.65

Long: 123° 4' 10.21" W

Lat: 42° 32' 22.63" N

SARDINE RIDGE MP 0.54

Long: 123° 3' 54.30" W

Lat: 42° 32' 15.30" N

SARDINE RIDGE MP 0.94

E v a n s

C r e e k

R

W

Long: 122° 46' 33.67" W

Lat: 42° 42' 28.37" N

BUCK ROCK ROAD MP 6.10

Butte

Ragsdale

Campground

Treehorn

Spring

Beaver

Rock

Blue

Rock

Pilot

R 8 W

Long: 123° 35' 33.70" W

Lat: 42° 11' 51.60" N

KERBY-REEVES CREEK MP 3.14

Kirby

Junction

Cave

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

R

W

Long: 123° 29' 46.7" W

Lat: 42° 37' 58.6" N

ANGORA SPUR MP 0.28

Long: 123° 36' 46.1" W

Lat: 42° 40' 14.7" N

WHISKEY CREEK

Disposal Site

Long: 123° 35' 8.9" W

Lat: 42° 39' 1.6" N

Galice Creek Boat Ramp

Water Source

FOOTNOTE:

Location not shown on map, coordinates provided.

Long: 123° 38' 6.65" W

Lat: 42° 40' 49.80" N

WHISKEY CREEK MP 3.30

Long: 122° 50' 2.04" W

Lat: 42° 45' 7.31" N

UPPER TRAIL CREEK MP 1.70

Long: 123° 39' 33.7" W

Lat: 42° 41' 25.8" N

WHISKEY CREEK

Water Source

Long: 123° 30' 9.8" W

Lat: 42° 38' 4.1" N

HOG CREEK

Disposal Site

Long: 123° 29' 36.20" W

Lat: 42° 38' 8.74" N

ANGORA SPUR

Disposal Site

Long: 123°5' 24.9" W

Lat: 42°37' 12.2" N

SARDINE RIDGE

Water Source

Long: 123° 35' 26.5" W

Lat: 42° 11' 49.0" N

KERBY-REEVES CREEK

Disposal Site

Long: 122° 50' 31.3" W

Lat: 42° 45' 25.9" N

UPPER TRAIL CREEK

Water Source

Long: 122° 49' 31.1" W

Lat: 42° 44' 49.9" N

UPPER TRAIL CREEK

Water Source

Sheet and Description

D.1 D.2 D.3 D.4 D.5 D.6 D.7 D.8 D.9 D.10 D.11

Kerby-Reeves Creek BLM Road 39-8W-3 M.P.

3.14

Upper Trail Creek BLM Road 32- 1W-33.01 M.P. 1.70

Buck Rock Road BLM Road 33- 1W-8.00 M.P. 6.10

Whiskey Creek Road BLM Road 33-8-26.0 M.P. 3.30

Sardine Ridge BLM Road 35- 3W-8.00 M.P. 0.54

Sardine Ridge BLM Road 35- 3W-8.00 M.P. 0.94

Granite Hill BLM Road 35-5W-

21.0 M.P.

1.65

Stratton Creek BLM Road 35- 7W-4.1

M.P. 0.90

Angora Spur BLM Road 34- 7W-11.1 M.P. 0.28

Hog Creek BLM Road

35-7W-11.0 M.P. 0.63

Hog Creek BLM Road 35-

7W-11.00 M.P. 2.85

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM All ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM All ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL

AND ASSURANCE LPSM All ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM All ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM All ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 245 660 260 650 170 155 1,150 250 160 240 160 4,100

A0140 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 2,689 61 2,750

A0160 20401-0000 ROADWAY EXCAVATION (DEBRIS

REMOVAL) CUYD 450 10 460

A0180 20402-0000 SUBEXCAVATION CUYD 187 264 250 39 740

A0200 20410-0000 SELECT BORROW CUYD 145 205 84 26 460

A0220 20701-0400 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE D SQYD 324 460 584 132 1,500

A0240 20703-2000 GEOGRID, STABILIZATION SQYD 1,320 1,870 310 3,500

A0260 25101-0300 PLACED RIPRAP, METHOD A,

CLASS 3 CUYD 5 5

A0280 25501-0000 MECHANICALLY STABILIZED

EARTH WALL (GRS) SQFT 775 450 325 1,100 700 750 400 4,500

A0300 30201-1000 ROADWAY AGGREGATE, METHOD 1 CUYD 123 257 99 409 51 19 707 79 593 43 75 145 2,600

A0320 30302-1000 DITCH RECONDITIONING LNFT 650 850 75 1,575

A0340 30302-2000 SHOULDER RECONDITIONING LNFT 650 30 680

A0360 40301-0200 ASPHALT CONCRETE PAVEMENT, 1.94 TON/CUYD

TYPE 2 TON 606 19 625

A0380 60201-0800 24-INCH PIPE CULVERT LNFT 30 5 3 38

A0400 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 650 250 300 50 1,250

A0420 60704-0000 CLEANING CULVERT IN PLACE EACH 1 1 2

A0440 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 80 80

A0460 62201-0700 BACKHOE LOADER, 1 CUBIC YARD

MINIMUM CAPACITY FRONTEND

BUCKET, 10 CUBIC FOOT

MINIMUM CAPACITY BACKHOE

BUCKET, 90 HP MINIMUM

FLYWHEEL HOUR 80 80

MileStone: 100% Date Completed: In Progress Report Date: 05/16/19

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

-M ay

-2

:0

A M

Remarks and/or Determination of

Estimated Quantity Pay Item Description Unit

Estimated Quantities c:

\p w -w or k\ d0 su m m ar y_ fin al

.x ls m ]S he et

STATE PROJECT

B.1BLM ERFO 2017(1)-32(2)OR

SHEET

NUMBER

Sheet and Description

D.1 D.2 D.3 D.4 D.5 D.6 D.7 D.8 D.9 D.10 D.11

Kerby-Reeves Creek BLM Road 39-8W-3 M.P.

3.14

Upper Trail Creek BLM Road 32- 1W-33.01 M.P. 1.70

Buck Rock Road BLM Road 33- 1W-8.00 M.P. 6.10

Whiskey Creek Road BLM Road 33-8-26.0 M.P. 3.30

Sardine Ridge BLM Road 35- 3W-8.00 M.P. 0.54

Sardine Ridge BLM Road 35- 3W-8.00 M.P. 0.94

Granite Hill BLM Road 35-5W-

21.0 M.P.

1.65

Stratton Creek BLM Road 35- 7W-4.1

M.P. 0.90

Angora Spur BLM Road 34- 7W-11.1 M.P. 0.28

Hog Creek BLM Road

35-7W-11.0 M.P. 0.63

Hog Creek BLM Road 35-

7W-11.00 M.P. 2.85

ALLOWANCE Bid Schedule

A0480 62301-0000 GENERAL LABOR HOUR 44 44

A0500 62502-0000 TURF ESTABLISHMENT SQYD 108 361 139 361 72 58 611 111 61 106 112 2,100

A0520 62901-1100 ROLLED EROSION CONTROL

PRODUCT, TYPE 4 SQYD 206 292 52 550

A0540 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM All ALL

-M ay -2

:0

A M

MileStone: 100% Date Completed: In Progress Report Date: 05/16/19 c:

\p w -w or k\ d0 su m m ar y_ fin al

.x ls m ]S he et

2)

SUMMARY OF QUANTITIES

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.2BLM ERFO 2017(1)-32(2)OR

SHEET

Travel way

Underdrain

Shldr.

2'

Underdrain

TYPICAL SECTIONTYPICAL SECTION

C.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d o r e b c a .d g n

OR BLM ERFO 2017(1)-32(2)

M a y

T

H a s h e m

W it u c

C h e c k e d b y

D e s ig n e d b y

[2]

[1]

[1]

[2]

[2]

[1]

[3]

[3]

[3]

LC

1:3

1:3

NO SCALE

l im it s

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

C o n s tr u c ti

2%

Va ria ble ty p

3'

Shldr.

2'3' method 1, 8" compacted depth

Roadway aggregate, 18' min.

Profile grade

Existing ground

UPPER TRAIL CREEK

~650 LNFT

BLM ROAD 32-1W-33.01 M.P. 1.7

1:3

Existing ground it s

C o n s tr u c ti it s

C o n s tr u c ti ria ble ty p

Profile grade

LC

GRANITE HILL

8" roadway aggregate, method 1, 8" compacted depth

2' 2' 14' min.

~1,100 LNFT

BLM ROAD 35-5W-21.0 M.P. 1.65

4" asphalt concrete pavement, type 2, 4" compacted depth placed in two equal lifts

Reconditioning/ Ditch

FOOTNOTE:

See Sheet H.6.

rate of 25:1 between widths.

Adjust to match existing road width as approved by CO. Taper at a superelevation. Do not exceed 6% superelevation.

Superelevate roadway on curves to match the existing roadway

Underdrain

TYPICAL SECTIONTYPICAL SECTION

C.2

STATE PROJECT

NUMBER

SHEET

U

S

S u r_ ft p w w o r k \d

\o r e b c b .d g n

OR BLM ERFO 2017(1)-32(2)

:3

M a y

H a s h e

W it u c

/2

/2

C h e c k e d b y

D e s ig n e d b y

[2]

[1]

[1]

[2]

[2]

[1]

[3]

[3]

[4]

[4]

1:3

1:3 it s

C o n s tr u c ti ria ble method 1, 8" compacted depth

Roadway aggregate, Profile grade

14' min. 2'2'

LC

~130 LNFT

BLM ROAD 35-3W-8.00 M.P. 0.54

SARDINE RIDGE

~200 LNFT

BLM ROAD 35-7W-4.1 M.P. 0.90

STRATTON CREEK

HOG CREEK

~110 LNFT

BLM ROAD 35-7W-11.00 M.P. 0.63

HOG CREEK

~190 LNFT

BLM ROAD 35-7W-11.00 M.P. 2.85

it s

C o n s tr u c ti it s

C o n s tr u c ti ria ble ty p method 1, 8" compacted depth

Roadway aggregate, Profile grade

14' min. 2'2'

LC

Existing ground

BUCK ROCK ROAD

~250 LNFT

BLM ROAD 33-1W-8.00 M.P. 6.10

FOOTNOTE:

Construction limits approved by CO.

See Sheet H.6.

rate of 25:1 between widths.

Adjust to match existing road width as approved by CO. Taper at a it s

C o n s tr u c ti

MSE

Wall vert

Travel way

Travel way

TYPICAL SECTIONTYPICAL SECTION

C.3

STATE PROJECT

NUMBER

SHEET

U

S

S u r_ ft p w w o r k \d

\o r e b c d .d g n

OR BLM ERFO 2017(1)-32(2)

:5

M a y

H a s h e

W it u c

/2

/2

C h e c k e d b y

D e s ig n e d b y

[2]

[1]

[1]

[2]

[2]

[1]

[3]

[3]

[3] [3]

LC

1:3

1:3

NO SCALE

Existing ground

FOOTNOTE:

Construction limits approved by CO rate of 25:1 between widths.

Adjust to match existing road width as approved by CO. Taper at a it s

C o n s tr u c ti ria ble

Profile grade

14' min.1' method 1, 4" compacted depth

Roadway aggregate, 1'

SARDINE RIDGE

~105 LNFT

BLM ROAD 35-3W-8.00 M.P. 0.94

LC

1:3

1:3

Existing ground

2%

Va ria ble

Profile grade

14' min. 3'3' method 1, 12" compacted depth

Roadway aggregate, KERBY-REEVES CREEK

~195 LNFT

BLM ROAD 39-8W-3 M.P. 3.14

it s

C o n s tr u c ti it s

C o n s tr u c ti

Cul it s

C o n s tr u c ti

Ditch

Reconditioning

Travel way

TYPICAL SECTIONTYPICAL SECTION

C.4

STATE PROJECT

NUMBER

SHEET

U

S

S u r_ ft p w w o r k

\d

\o r e b c f

.d g n

OR BLM ERFO 2017(1)-32(2)

:1

M a y

H a s h e

W it u c

/2

/2

C h e c k e d b y

D e s ig n e d b y

[2]

[1]

[1]

[2]

[3]

[3]

[2]

[1]

LC

1:3

1:3 it s

C o n s tr u c ti it s

C o n s tr u c ti ria ble ty p

Profile grade

14' min. 3'3' method 1, 12" compacted depth

Roadway aggregate, WHISKEY CREEK

~650 LNFT

BLM ROAD 33-8-26.0 M.P. 3.3

FOOTNOTE:

Shoulder Reconditioning.

rate of 25:1 between widths.

Adjust to match existing road width as approved by CO. Taper at a superelevation. Do not exceed 6% superelevation.

Superelevate roadway on curves to match the existing roadway

1:3 it s

C o n s tr u c ti it s

C o n s tr u c ti ria ble method 1, 8" compacted depth

Roadway aggregate, Profile grade

14' min. 2'2'

ANGORA SPUR

~1,500 LNFT

BLM ROAD 34-7W-11.1 M.P. 0.28

LC

k "O

QJ

u

QJ

.r::

u

Cl "iii

QJ

N

M N

Install Mechanically Stabilized Earth Wall (GRS).

See Sheet G.1 for details

Install soil erosion control, fiber roll

STATE PROJECT

SHEET

NUMBER

OR BLM ERFO 2017(1)-32(2) 0.1

Placed riprap, method A, class 3

Install 24" pipe culvert

NO SCALE

NOTE:

1. Site not surveyed. Horizontal alignment is a representation.

Adjust to fit field conditions.

KERBY-REEVES CREEK

M.P. 3.14 i "O u

OJ

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u k "O

OJ

C:

0, "iii

OJ

Cl

N

LEGEND:

� Deep patch (see Sheet E.2)

Install soil erosion control/, fiber roll

NO SCALE

STATE PROJECT

OR BLM ERFO 2017(1)-32(2)

NOTE:

1. Site not surveyed. Horizontal alignment is a representation. Adjust to fit field conditions.

2. Location of Deep Patch limits to be identified by CO.

3. Field fit underdrain outlets as directed by the CO.

UPPER TRAIL CREEK

M.P. 1.70

SHEET

D.2 k "O QJ -"' u QJ.r::

u

.D

"O QJ C: Cl "iii QJ

N

M N

N

LEGEND:

� Deep patch (see Sheet E.2)

Install soil erosion control, fiber roll

Existing pipe

\ \ 0

\ If:;.

-\-- ---� I

\ \\�u \ 1 0 I o

I

I _ I:,)

L-�+.-777 \ �

I

l. i C n, 1 i I a l �-

§ fir

__rrv--:;i r� f I

I

I

I I� I

NO SCALE

STATE PROJECT

OR BLM ERFO 2017(1)-32(2)

NOTE:

1. Site not surveyed. Horizontal alignment is a representation.

Adjust to fit field conditions.

2. See Note 3 on Sheet D.2.

BUCK ROCK ROAD

M.P. 6.10

SHEET

0.3 k "O

QJ

u

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u

.D

C:

Cl "iii

QJ

N

�I l/l l l/l z .. $

Install soil erosion I �·ber roll • contra, 11

·onin9 Fi ditl so 1..N R.econ 6 Ider ShOLl

6S0LNFT

itch Reconditioning

NO SCALE

STATE

OR

PROJECT

Fo 2017(1)-32(2) BLM ER

NOTE.

d Horizontal al!gn

. ment is a representation. 1. She . ri· Id con I ID •

.,. not surveye .

d·t· ns Adjust to flt ,e

SHEET

NUMBER

D.4

WHISKEY CREEK

M.P. 3.30 k "O

QJ

u

QJ

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u

.D

"O

QJ

C:

Cl "iii

QJ

M

N

M N

Install soil erosion control, fiber roll

Install Mechanically Stabilized Earth Wall (GRS) See Sheet G.1 for details

STATE PROJECT

OR BLM ERFO 2017(1)-32(2)

NO SCALE

NOTE:

1. Site not surveyed. Horizontal alignment is a representation.

Adjust to fit field conditions.

SARDINE RIDGE

M.P. 0.54

SHEET

0.5 k "O

QJ

u

QJ

.r:: u

.D

"O

QJ

C:

Cl "iii

QJ

N

M N

STATE PROJECT

OR BLM ERFO 2017(1)-32(2)

Install soil erosion control, fiber roll

Install Mechanically Stabilized Earth Wall (GRS) See Sheet G.1 for details

NO SCALE

NOTE:

1. Site not surveyed. Horizontal alignment is a representation.

Adjust to fit field conditions.

SARDINE RIDGE

M.P. 0.94

SHEET

0.6

Existing pipe

175' Standard underdrain system

----, U D f----f-- - --/ UD /---. - -----, UD 1--- -

LEGEND:

t. n (see Subexcava JO Sheet E.l)

. control, fiber roll Install soil erosion

. control, fiber roll Install soil erosion

350'

Existing pipe

Reconditioning Ditch

STATE

OR

PROJECT

0 2017(1)-32(2) BLM ERF

NO SCALE

. representation.

O'E.

r nment is a N , J • d Horizontal a ig 1. Sit� no� s½rri�� �onditions. Adjust o

2. See Note 3 on Sheet D.2.

GRANITE HILL

M.P. 1.65 k "O

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u vi

.D

"O

QJ

C:

Cl

'iii

QJ

N

M N

Install soil erosion control, fiber roll

NO SCALE

STATE PROJECT

OR BLM ERFO 2017(1)-32(2)

NOTE:

1. Site not surveyed. Horizontal alignment is a representation.

Adjust to fit field conditions.

STRATTON CREEK

M.P. 0.90

SHEET

0.8

.0 "O

QJ

QJ

.0 "O

QJ

C:

Cl "iii

QJ

N

M N

N

I

I I I I

J /,, ____

\\� I/

\ \ti>// I I� \ \

I/� \ \

I I� \ \

;1,f" \ \ I I \ \ I I \ \

I I \ \

I I \ \

I I \ \

I I \ \

I I \ \

I I \ \

I I

I I

I I

I I I I

I I I I

/I

I I

NOTE:

STATE PROJECT

OR BLM ERFO 2017(1)-32(2)

I I I I

I I I I

1. Site not surveyed. Horizontal alignment is a representation.

\--; '-- 'y f .,,,,,- Roadway excavation (debris removal) '-- , _.,.., / / "-/ Cleaning culvert in place

NO SCALE

Adjust to fit field conditions.

ANGORA SPUR

M.P. 0.28

SHEET

0.9 k "O

QJ

u

QJ

.r::

u

.D

"O

QJ

C:

Cl "iii

QJ

N

M N

Install Mechanically Stabilized Earth Wall (GRS) See Sheet G.1 for details

Existing 24" pipe culvert.

Extend pipe culvert 5'

STATE

OR

PROJECT

BLM ERFO 2017(1)-32(2)

Install soil erosion control, fiber roll

NO SCALE

NOTE:

1. Site not surveyed. Horizontal alignment is a representation.

Adjust to fit field conditions.

HOG CREEK

M.P. 0.63

SHEET

D.10 k "O

QJ

u

QJ

.r::

u

.D

"O

QJ

C:

Cl "iii

QJ

N n n

N

M N

Install Mechanically Stabilized Earth Wall (GRS) See Sheet G.1

Install soil erosion control, fiber roll

NO SCALE

STATE PROJECT

OR BLM ERFO 2017(1)-32(2)

NOTE:

1. Site not surveyed. Horizontal alignment is a representation.

Adjust to fit field conditions.

HOG CREEK

M.P. 2.85

SHEET

D.11

SUBEXCAVATION SECTION

SUBEXCAVATION AND BACKFILL SECTION

SUBEXCAVATION BACKFILL

NO SCALE

Bottom of subexcavation

Subexcavation

Existing pavement structure

Existing subgrade

Existing ground

2% (min.)

AND BACKFILL

SUBEXCAVATION

Bottom of subexcavation geotextile, class 1, type D

Separation-stabilization

E.1

STATE PROJECT

NUMBER

SHEET

U

S S u r_ ft p w w o r k \d

\o r e b e x .d g n

OR BLM ERFO 2017(1)-32(2)

:4

J u n e

W it u c

/2

C h e c k e d b y

D e s ig n e d b y

LC

LC

LC

Select borrow

See Sheet C.1

Pavement section, according to subsection 203.04

Remove the existing pavement structure

(Information Only Quantity).

pavement structure is 598 cubic yards

Estimated quantities for removing the existing1.

2.

NOTE:

DEEP PATCH

E.2

STATE PROJECT

NUMBER

SHEET

U

S S u r_ ft p w w o r k \d

\o r e b e y .d g n

OR BLM ERFO 2017(1)-32(2)

:2

M a y

W it u c

/2

C h e c k e d b y

D e s ig n e d b y

NO SCALE

LC

d e p th

S u b e x c a v a ti o n

Existing ground geotextile, class 1, type D (woven)

Separation-stabilization

NOTE:

V :0 .5

H control product, type 4 Rolled erosion

Select borrow total thickness

12" (min) top lift Match existing slope angle

Existing ground

3' (min.) lap

DEEP PATCH

Roadway Aggregate, Method 1 according to subsection 203.04

Remove the existing pavement structure layer so the two layers are not in direct contact.

between the 3-foot geogrid lap and the overlying geogrid below the next layer. Provide a thin layer of select borrow

Wrap each geogrid layer a minimum 3-feet horizontally back1.

2% Slope at 6" vertical spacing

Place geogrid, stabilization on top geogrid layer

No facing wrap u

CJ)

2.

C:

Cl

~I N

.c

9- L/l

"' " Lil Lil M c:

B

"C e

QJ

u

C.

N L

QJ

.c E

QJ

u

Existing ground

Fiber roll

3' (min.)

ELEVATION

', D , .. ': ,.::;

I ' ~-••

3' min. or i',' •:"

as specified in plans

Runoff from

',,.; disturbed areas ·:-- r::i'\

PLAN

~o e

Existing ground (typ.)

I ~ --- Flow direction Q ;

Ii::

INSTALLATION BEYOND TOE OF SLOPE

Excavate trench 2" larger than fiber roll

Step 1: Excavate trench and install fiber rolls

Backfilled and compacted soil to match ground level

Step 2: Backfill soil against fiber rolls

STATE PROJECT

OR BLM ERFO 2017(1)-32(2)

NOTE:

1. Drive stakes at each end and at 4-foot spacing until fiber roll is secure to slope. Live stakes may be used for permanent installations. Do not crush fiber roll while staking.

2. Overlap fiber rolls 12-inch minimum. Drive stakes at 6-inches from fiber roll end angles towards the adjacent fiber roll and space stakes at 4-foot max.

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

FIBER ROLL SPACING

Slope Spacing

(FT)

1 :4 or flatter 40 1:3 30 1:2 20 1:1 10

Stagger joints (typ.)

STAKES REQUIRED Slope Fiber roll length

(FT)

Stakes required for each roll

4 1" x 1" Wood stake

FIBER ROLL STAKING DETAIL

Place excavated material on uphill side of fiber roll

1" x 1" or 1" 0 wood stakes. See Note 2.

FIBER ROLL LAPPING DETAIL

Install fiber rolls along contours

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

U.S. CUSTOMARY DETAIL

FIBER ROLL

SHEET

NUMBER

F.1

ALTERNATE FIBER ROLL .JOINT DETAIL

SLOPE PROTECTION INSTALLATION INSTALLATION ALONG SLOPES DETAIL APPROVED FOR USE 10/2014

~ NO SCALE REVISED:

~ DRAFT: 7 /2016

DETAIL

W157-21 L... __________________________________________________________________ ........ __ .....;. ________ ..i.,.. ___ __, .0

"O u

<LI

.c u

.0

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<LI

C:

Cl "iii

<LI

Use a double row of

Slope stake

Blanket edge

6" (min.)

edge overlap

Use a double row of staples at tow of slope

NO SCALE

STATE PROJECT

OR BLM ERFO 2017(1)-32(2)

NOTE:

1. Install staples according to the manufacturer's recommendations and Section 629.

2. Overlap in the direction of the prevailing wind.

3. Securely fasten the Rolled Erosion Control Product to the soil by installing staples at a rate of 1.5 per square yard.

SHEET

NUMBER

F.2

ROLLED EROSION CONTROL

PRODUCT ON SLOPES

[1]

EARTH WALL (GRS)

MECHANICALLY STABLILIZED

[1] Reinforcement length is equal to the wall height; 8-foot; or length that extends 4 feet beyond the failure surface, whichever is greatest.

G.1

STATE PROJECT

NUMBER

SHEET

I n t_ ft p w w o r k d o r e b w a .d g n

OR BLM ERFO 2017(1)-32(2)

M a y

C h e c k e d b y

D e s ig n e d b y

There is no topsoil that can be conserved within wall construction areas.

Two interior cells

Select granular backfill

Structure excavation limits

Existing ground m in full depth (vegetated face)

Topsoil, exterior cell

W a ll h e ig h t, H

Limits of stabilized volume included in pay area volume included in pay area

Limits of stabilized

1'-0"

Reinforcement length

L = H, 8'-0" (min.)

line at top of wall

Final ground

(min.)

3'-0"

Select granular backfill

FOOTNOTE:

2'-0" (min.)

1:2 (m ax.

Shoulder

See Sheet G.2

Wall drainage sysem

Turf establishment on exposed topsoil p a y l im it s

According to section 209

Structure excavation slope

3 cells wide, 6" deep

Cellular confinement system facing, Embankment vertical spacing geogrid type I on 12" (max.)

Reinforcement geotextile or

NOTE:

1.

excavation limits

Structure

Embankment see Plan, section C

Pavement section,

10.4 x 16 25101 -0300

30302 -1000

60201 -0800

60501 -0000

60704 -0000

Station

ES

TI

M A

TE

D M

A X

IM

U M

C O

V

ER

S

TR

U C

TU

R A L

EX

C A V A

TI

O N

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

C

LA

S S

D

IT

C H

R

EC

O N

D

IT

IO

N

IN

G

-I

N C

H P

IP

E

C U

LV

ER

T

S

TA

N D

A R D

U N

D

ER

D R

IN

YS

TE

M

C

LE

A N

IN

G

C U

LV

ER

T

IN

P

LA

C E

S K

EW

A N

G

LE

A llo w ab le P ip e

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

B

EV

EL

S

1V :n

H

B

EV

EL

S

1V :n

H

REMARKS

See below for numbered notes

FEET CUYD CUYD LNFT LNFT LNFT EACH Lt Rt Kerby-Reeves Creek M.P. 3.14 5 28 4 30 GS

Upper Trail Creek M.P. 1.70 75 650

Buck Rock Road M.P. 6.10 29 250

Whiskey Creek M.P. 3.30 650 1

Granite Hill M.P. 1.65 35 850 300

Angora Spur M.P. 0.28 1

Hog Creek M.P. 0.63 5 GS

PROJECT TOTAL 167 4 1500 35 1200 2

Allowable Pipe Material

NOTE: AluminumA

AS

C

GS

Fe (blank) x/__

Aluminized steel Concrete Galvanized steel Ductile iron or cast iron soil pipe Any appropriate matl.

Any appropriate matl. except __

1. Steel pipe culvert minimum wall thickness is the thickness required by the Std. 602-1 fill height table.

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

c:

\p w

-w or k\ d0 or -e b1

D ra in ag e_

Q ty s.

xl sx ]S he et

-M ay -2

9:

W it uc ki

/2

D es ig ne d by

C he ck ed b y:

STATE PROJECT

H.1

SHEET

NUMBER

BLM ERFO 2017(1)-32(2)OR

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

Ul 2.

C Cl

"C

.c

.c N N M

.c Q)

I

9-st N st f 9-u c..

N st

N L Q) .c E Q) u Q)

STATE PROJECT SHEET

NUMBER

METAL ROUND PIPE CULVERT OR BLM ERFO 2017(1)-32(2) H.2

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

STEEL ALUMINUM NOTE:

PIPE 2½" x ½" CORRUGATIONS 3" x 1" CORRUGATIONS 5" x 1" CORRUGATIONS PIPE 2½" x ½" CORRUGATIONS 3" x 1" CORRUGATIONS

1. When directed, camber pipe culverts upward

SIZE MINIMUM METAL THICKNESS (INCH/GAGE) SIZE MINIMUM

METAL THICKNESS (INCH/GAGE) from a chord through the inlet and outlet

DIAMETER COVER 0.064/16 0.079/14 0.109/12 0.138/10 0.168/8 0.064/16 0.079/14 0.109/12 0.138/10 0.168/8 0.064/16 0.079/14 0.109/12 0.138/10 0.168/8 DIAMETER COVER 0. 060/16 0. 075/14 0.105/12 0.135/10 0.164/8 0. 060/16 0. 075/14 0.105/12 0.135/10 0.164/8 inverts an ordinate amount equal to 1 % of the INCHES INCHES MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET) INCHES INCHES MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET) pipe length. Develop camber on a parabolic

12 12 100 100 100 100 100 12 12 100 100 100 100 100 curve. If the midpoint elevation on the 15 12 100 100 100 100 100 15 12 100 100 100 100 100 parabolic curve as designed exceeds the 18 12 100 100 100 100 100 18 12 100 100 100 100 100 elevation of the inlet invert, reduce the amount 21 12 100 100 100 100 100 21 12 88 100 100 100 100 of camber or increase the pipe culvert gradient.

24 12 100 100 100 100 100 24 12 77 97 100 100 100 30 12 85 100 100 100 100 30 12 62 77 100 100 100 71 89 100 100 100 2. Fill heights exceeding 100 feet require

36 12 71 89 100 100 100 81 100 100 100 100 36 12 52 64 90 100 100 59 74 100 100 100 special analysis by the CO.

42 12 61 76 100 100 100 70 87 100 100 100 42 12 44 55 77 99 100 51 64 89 100 100 The fill heights in the table are for helical 48 12 53 66 93 100 100 61 76 100 100 100 54 68 95 100 100 48 12 67 87 100 44 56 78 100 100 3.

54 12 59 83 100 100 54 68 95 100 100 48 60 85 100 100 54 18 54 71 88 39 50 69 93 100 lockseam and welded seam pipe only.

60 12 74 97 100 49 61 86 100 100 43 54 76 98 100 60 18 57 72 35 45 62 83 98 Fill heights for culvert pipe with annular

66 12 87 100 44 55 78 100 100 39 49 69 89 100 66 18 58 32 40 56 76 89 corrugations are more restrictive than those of helical lockseam and welded seam pipe.

72 12 80 97 40 51 71 92 100 36 45 63 82 100 72 18 45 30 37 55 70 82 Obtain approval before furnishing annular 78 12 87 37 47 66 85 100 33 42 58 75 92 78 24 34 48 64 75 corrugation pipe.

84 12 75 35 43 61 78 96 31 39 54 70 86 84 24 44 59 70 90 12 32 40 57 73 90 29 36 51 65 80 90 24 41 62 65 4. Measure minimum cover from the top of the 96 12 38 53 69 84 34 48 61 75 96 24 38 51 61 pipe culvert to the subgrade for flexible

102 18 36 50 65 79 32 45 57 71 102 24 46 55 pavements, and to the top of the pavement for 108 18 47 61 75 42 54 67 108 24 42 50 rigid pavements. Measure maximum fill height 114 18 45 58 71 40 52 63 114 24 45 from the top of the pipe to the top of the

120 18 43 55 67 38 49 60 120 24 40 pavement for both flexible and rigid pavement.

126 18 52 64 47 57 132 18 50 61 44 54 138 18 48 58 42 52 144 18 56 50

METAL PIPE ARCH CULVERT

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

STEEL ALUMINUM

PIPE ARCH 2½" x ½" CORRUGATIONS 3" x 1" CORRUGATIONS 5" x 1" CORRUGATIONS PIPE ARCH 2½" x ½" CORRUGATIONS 3" x 1" CORRUGATIONS

SIZE EQUI- MINIMUM METAL THICKNESS (INCH/GAGE) SIZE

EQUI- MINIMUM METAL THICKNESS (INCH/GAGE)

VALENT CORNER MINIMUM VALENT CORNER MINIMUM

SPANx RISE DIAMETER RADIUS COVER 0. 064/16 0. 079/14 0.109/12 0.138/10 0.168/8 0. 079/14 0.109/12 0.138/10 0.168/8 0. 079/14 0.109/12 0.138/10 0.168/8 SPAN x RISE DIAMETER RADIUS COVER 0.060/16 0.075/14 0.105/12 0.135/10 0.060/16 0.075/14 0.105/12 0.135/10

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

17 X 13 15 3 12 13 17x 13 15 3 12 13 21 X 15 18 3 12 12 21 X 15 18 3 12 12 24 X 18 21 3 12 13 24x 18 21 3 12 13 28x20 24 3 12 13 28x20 24 3 12 13 35x24 30 3 12 12 35x24 30 3 12 12 42 X 29 36 3.5 12 12 42x29 36 3.5 15 12 49x 33 42 4 12 12 49x33 42 4 15 12 57x38 48 5 12 12 57x38 48 5 15 12 60x46 54 8 15 21 21 60x46 54 8 15 21 64x43 54 6 12 12 64x43 54 6 18 12 66x 51 60 9 15 21 21 66x 51 60 9 18 21 71 x47 60 7 12 12 73x55 66 12 18 20 73x55 66 12 18 20 20 81 X 59 72 14 21 17 77x52 66 8 12 12 87x63 78 14 21 17 81 X 59 72 14 18 17 17 95x67 84 16 24 17 83 x57 72 9 12 12 103 X 71 90 16 24 17 87 X 63 78 14 18 17 17 95x 67 84 16 18 17 17 103 X 71 90 16 18 17 17

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

112 X 75 96 18 21 16 16 FEDERAL LANDS HIGHWAY

117 X 79 102 18 21 16 16 U.S. CUSTOMARY STANDARD

128 X 83 108 18 24 16 16 137 x87 114 18 24 16 16

142 X 91 120 18 24 16 16 METAL PIPE CULVERT

STANDARD APPROVED FOR USE 12/1993 I STANDARD

NO SCALE REVISED: 4/1994 6/2005 I 602-1

2.

C:

"' "C u ~I N M

.c Q)

9-st N st f 9-u c..

N st

N L Q) .c E Q) u Q)

COUPLING BANDS FOR METAL PIPE CULVERT £11

ROUND PIPE PIPE ARCH MINIMUM BAND WIDTH (INCHES)

CORRUGATION ANNULAR HELICALLY SEMI-

SIZE £21 DIAMETER SPAN x RISE CORRUGATED CORRUGATED CORRUGATED

INCHES INCHES INCHES BANDS £31 BANDS f4J

1½ X ¼ underdrain f 61 - 10.5 7 12 to 36 17 X 13 to 42 X 29 7 12

2½ X ½ 42 to 72 49 X 33 to 83 X 57 10.5 12 78 to 84 - 10.5 12

3 X 1 36 to 72 60 X 46 to 81 X 59 12 14

78 to 144 87 X 64 to 142 X 91 12 14

5x1 36 to 72 60 X 46 to 81 X 59 20 22

78 to 144 87 X 64 to 142 X 91 20 22 flJ Fabricate annular, helical and semi-corrugated type coupling bands from the same metal as the connecting pipe. Provide coupling bands not more than 3 nominal sheet thicknesses thinner than the thickness of the pipe to be connected, and no thinner than 0. 052 inch for steel or 0.048 inch for aluminum. Fasten coupling bands with the following diameter of bolt:

BANDS f5J

10.5

10.5 10.5 10.5

Band

SLEEVE JOINT

Smoother sleeve with center stop.

Stab type joint

Band

STATE PROJECT SHEET

NUMBER

OR BLM ERFO 2017(1)-32(2)

NOTE:

1. Watertight pipe joints are not required unless specified in the Special Contract Requirements.

2. Other types of coupling bands or fastening devices that comply with the joint performance criteria of AASHTO Standard specifications for Highway Bridges, Division II Section 26 may be used.

H.3

¾" for 18" round culvert (21" x 15" pipe arch) or less ½" for 21" round culvert (24" x 18" pipe arch) or more SMOOTH SLEEVE BAND FLAT BAND f21 For helically corrugated pipe with rerolled ends, the nominal corrugations size refers to the dimension of the end corrugation in the pipe.

£31 Use annular corrugated bands with pipes having annular corrugations or with helical pipe having rerolled end to form annular corrugations. A 10.5 inch band is acceptable on pipe ends rerolled with 2½" x ½" corrugations. A 12 inch band is acceptable on pipe ends rerolled with 3" x 1" pipe corrugations.

£41 Use helical corrugated bands with pipes having helically corrugated ends.

£51 The minimum band widths shown for 3" x 1" and 5" x 1" corrugated sizes apply to 2½" x ½" corrugations on rerolled pipe ends.

f 61 Smooth sleeve-type couplers and flat bands may be used for pipe diameters of 12" or less.

Use a matching metal having a nominal thickness of not less than 0.040 inch for steel, or 0. 036 inch for aluminum, or a plastic with an equivalent strength to metal.

Band Bolts

SIDE VIEW

Band Angle Rivet, spot weld, or Bolts fillet weld at crest

Oval Lug of corrugation at heel and toe of angle ~

Bar & Strap

Integral Flange

~~ ~ ~Wedge

Wedge and Strap

STANDARD BAND CONNECTIONS

Angle Band

END VIEW

Second angle connection optional to 42" diameter, required above 42" diameter

ANNULAR BAND

Band Bolts

SIDE VIEW

Band

Continuous corrugation around band meshes with second annular corrugation in pipe end

SIDE VIEW

Rivet, spot weld, or fillet weld at crest of corrugation at heel and toe of angle Bolt, bar and strap connector

Bolts

Angle Band

END VIEW

Second angle connection optional to 42" diameter, required above 42" diameter

HELICAL BAND

NO SCALE

Band

END VIEW

SEMI-CORRUGATED BAND

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

METAL PIPE CULVERT

COUPLING BAND

STANDARD APPROVED FOR USE 12/1993 STANDARD

REVISED: 4/1994 6/2005 602-2

2.

C Cl

"C ,:j

~I N M

.c Q)

9-st N st f 9-u c..

"' N st

N L Q) .c E Q) u Q)

ABOVE NATURAL GROUND

Finished subgrade ~

-- -- ---- l_ --- --- Roadway embankment

I Bedding Natural ground

ON NATURAL GROUND

Finished subgrade ~

BEDDING DEPTH

½'1/foot of cover, 12" (min.), 24" (max.)

Remove unyielding material and replace with selected fine compressible material. Lightly compact in layers not over 6" in uncompacted depth.

ON UNYIELDING MATERIAL

Finished subgrade ~ ___ _

PIPE SIZE (HJ

12" to 54"

> 54"

* Reduce to 18" for trench excavations

DEPTH

4"

6"

See bedding depth table

18" (min.)

in trench excavation

~ I Roadway embankment __:_L_ 2H or 12' (max.) PIPE BEDDING

Natural ground

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

Metal end section

STATE PROJECT SHEET

NUMBER

OR BLM ERFO 2017(1)-32(2) H.4

NOTE:

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

2. H equals the diameter of all round pipe culverts or the rise dimension of all pipe arch culverts.

3. See Section 704 for bedding and backfill requirements.

MINIMUM SPACING

DIAMETER SPACING or SPAN

UP to 48" 24"

Half diameter or 48" and UP span or 36", whichever is less

Minimum spacing (see table)

1'-0" minimum

ON UNSTABLE MATERIAL

LEGEND:

ABOVE AND BELOW

NATURAL GROUND

Bedding material (uncompacted)

Embankment material placed in layers not exceeding 6" compacted depth.

Compacted backfill material placed in layers not exceeding 6" compacted depth. Or lean concrete backfill in accordance with Section 614.

Impermeable backfill material.

Original natural ground surface \

Roadway excavation

L Finished subgrade or embankment height

__ __ before trench excavation

Bedding Culvert end treatment

BELOW NATURAL GROUND OR

TRENCH EXCAVATION IN EMBANKMENT

ELEVATION

MULTIPLE PIPE INSTALLATION

A

~ Width

Embankment slope

High water elevation

L._ Piping plug

A

SECTION A-A

Construct piping plug of impermeable backfill material at the pipe culvert inlet where granular material is used for backfill. Width may be adjusted to tie into impervious material.

PIPING PLUG

NO SCALE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

METAL AND PLASTIC

PIPE CULVERT BEDDING

STANDARD APPROVED FOR USE 12/1993 STANDARD

REVISED: 4/1994 6/2005

DRAFT: 10/2014 602-3

2.

C Cl

"C

~I N M

.c Q)

9-st N st f 9-u c..

"' N st

N L Q) .c E Q) u Q)

A l Dia.

or Span

C l Dia.

A j

PLAN VIEW

CULVERT WITH STANDARD

END SECTION

Original ground

Geotextile

SECTION A-A

B l Dia.

or Span

L

B j

PLAN VIEW

CULVERT WITHOUT STANDARD

END SECTION

Original ground

Geotextile

SECTION 8-8

PROTECTIVE APRON AT CULVERT OUTLET WITHOUT DITCH

~E L

~E

PLAN VIEW

CULVERT WITH STANDARD

END SECTION

SECTION C-C

D l Dia.

or Span

~E L jf !2 fi s:

:!:2 E:

Clo

:t::

.Q

PLAN VIEW

CULVERT WITHOUT STANDARD

END SECTION

Original ground Match existing ditch slope

----.-Lm:v-Trm ~ li

Geotextile

SECTION 0-0

D j

OUTLET WITHOUT DITCH

PROTECTIVE APRON DIMENSIONS AND QUANTITIES

FOR INFORMATION ONLY

CULVERT APRON APRON ESTIMATED ESTIMATED

SIZE RIPAP LENGTH DEPTH RIPRAP GEOTEXTILE

D CLASS L H QUANTITY QUANTITY

(INCHES) (FEET) (INCHES) (CUYD) (SQYD)

12 2 4 18 1.0 5 18 2 6 18 2.2 9

WITH 24 2 8 18 3.9 13

END 30 3 12.5 24 10.8 27

SECTION 36 3 15 24 15.6 37

42 4 21 30 34.0 63 48 4 24 30 44.4 78 12 2 6 18 1.7 7

18 2 8 18 3.2 12

WITHOUT 24 2 10 18 5.2 17

END 30 3 14.5 24 13.2 32

SECTION 36 3 17 24 18.5 42

42 4 23 30 38.7 70 48 4 26 30 49.8 86

OUTLET WITH DITCH

PROTECTIVE APRON DIMENSIONS AND QUANTITIES

WITH

END

SECTION

WITHOUT

END

SECTION

Original ground

CULVERT

SIZE

D

(INCHES)

Geotextile

FOR INFORMATION ONLY

RIPAP

CLASS

4D

APRON APRON

LENGTH DEPTH

L H

(FEET) (INCHES)

4 18 6 18 8 18

12.5 24

15 24 21 30 24 30 6 18 8 18

10 18

14.5 24 17 24

23 30 26 30

Sloped 1 V: 2H or flatter

IL__f

-----~ .s;

Cl .S

Flowline

SECTION E-E

ESTIMATED

RIPRAP

QUANTITY

(CUYD)

0.9 2.0 3.6 9.3

13.3 27.2 35.6

1.3 2.7 4.4

10.7 15.1

29.8 38.5

ESTIMATED

GEOTEXTILE

QUANTITY

(SQYD)

PROTECTIVE APRON AT CULVERT OUTLET WITH DITCH

NO SCALE

STATE PROJECT SHEET

NUMBER

OR BLM ERFO 2017(1)-32(2) H.5

NOTE:

1. Use for aprons serving culverts with slopes less than 10%.

2. Furnish separation and stabilization geotextile.

3. Do not measure riprap placement excavation for payment.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

U.S. CUSTOMARY DETAIL

PLACED RIPRAP AT

CULVERT OUTLETS

DETAIL APPROVED FOR USE --/---- DETAIL

REVISED: 8/2016 W251-1

L

LP

NO SCALE

H.6

STATE PROJECT

NUMBER

SHEET

U

S C u s to m a r y p w w o r k d o r e b h h .d g n

OR BLM ERFO 2017(1)-32(2)

M a y

C h e c k e d b y

D e s ig n e d b y

2"

VIEW B

Traveled LaneDitch Shoulder lap

12"

7.5"

See View "B"

15"

2"

Wire mesh

Hose clamp

Outlet pipe

RODENT GUARD DETAIL

NOTE:

PVC drainage pipe

6" Ø perforated

1'

2.5' (min.)

STANDARD UNDERDRAIN SYSTEM

DETAIL

STANDARD UNDERDRAIN

Embankment

Geotextile filter, class 1, type D underdrains encapuslated with

Granular backfill material for m in

.5 m in by the CO.

slope outlet pipe at least 2% to drain at locations designated

Install standard underdrain system outlets at low points, and

Adjust standard underdrain systems as directed by the CO.

1.

CJ)

2.

C:

~I N M

.c Q)

9- L/l N

" 0 f 9-u c..

N L Q) .c E Q) u Q)

SIGN SPACING TABLE

ROAD TYPE

Urban and Rural 30 MPH and less Urban and Rural 35 MPH to 50 MPH Rural greater than 50 MPH Expressway/ Freeway

G20-2

ROAD WORK

NEXT xx MILES

G20-1 See Note 11

DISTANCE BETWEEN

SIGNS IN FEET

A B 100 100 350 350 500 500

1000 1500

W20-1 over W16-8P

C

G20-2

G20-2

G20-2

G20-1 See Note 11

ROAD WORK

NEXT xx MILES

W20-1 over W16-8P See Note 9

STATE PROJECT

OR BLM ERFO 2017(1)-32(2)

NOTE:

1. Erect all project advance warning signs before starting construction work.

2. Not all details shown on the temporary traffic control sheets may be applicable to this project. The Contractor may add or delete information and details in this traffic control plan as necessary to accommodate actual operations.

3. Where advance warning signs, placed as shown, interfere with permanent signs, locate the warning signs as determined by the CO for best results. Vary messages as required.

4. Additional or different message signs may be required to fit the actual construction conditions.

5. Install advisory speed plates under the W20 series warning signs as needed to indicate a maximum recommended speed through the construction area.

6. Ensure all sign supports exposed to impact by traffic meet the requirements of NCHRP-350 or MASH for crashworthiness.

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

8. Do not store traffic control devices along the roadway when not in use. Cover post-mounted signs when not applicable.

9. If W20-1 is placed on a roadway other than that on which the actual construction work occurs, include a supplementary plaque indicating the name of the road on which the construction does occur (applies to major roads only).

10. The message on the W20-1 signs may be "ROAD WORK AHEAD" or may specify the distance to the work area in feet or in miles. Install an additional W20-1 sign when approach speeds exceed 50 MPH. When used place the two W20-1 signs "B" feet apart according to the Sign Spacing Table.

11. For work zones that are 2 miles or more in length, install G20-1 signs at each end of the project. Show the distance on the G20-1 sign to the nearest whole mile.

12. If signing on a roadway under a jurisdiction other than the client agency, verify that an encroachment permit has been obtained.

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

14. Refer to the Section 635 of the Special Contract Requirements for allowable retroreflective sheeting types.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

SHEET

NUMBER

1.1

U.S. CUSTOMARY STANDARD

TEMPORARY TRAFFIC CONTROL

ADVANCE SIGNING

NO SCALE

STANDARD APPRDVED FOR USE 6/2005

REVISED:

DRAFT: 6/2014

STANDARD

635-1

V, 2.

C

"' "Cl

.ci ~I N M

.c Q)

9- L/l N

" 0 f 9-u c..

N L Q) .c E Q) u Q)

LENGTH AND SPACING TABLE

APPROACH BUFFER SPACE CHANNELIZING DEVICE

SPEED* LENGTH TAPER BUFFER WORK

AREA SPACE SPACE

MPH FEET

SPACING IN FEET

20 115 20 40 40 25 155 20 50 50 30 200 20 60 60 35 250 20 70 70 40 305 20 80 80 45 360 20 90 90 50 425 20 100 100 55 495 20 110 110 60 570 20 120 120 65 645 20 130 130 70 730 20 140 140

* Approach speed based on the regulatory posted speed, not the advisory speed.

Traffic flow -E.-:::~--

Traffic flow -----c:.::-,,➔ p • p Flagger location _:x

C B A

See Note 4

ADVANCE WARNING AREA (See Sign Spacing Table) r;;i

W13-1P (optional)

W16-2P (optional)

SIGN SPACING TABLE

ROAD TYPE

Urban and Rural 30 MPH and less Urban and Rural 35 MPH to 50 MPH Rural greater than 50 MPH Expressway/ Freeway

TAPER AREA BUFFER SPACE

50' - 100' (optional)

(See Length and Spacing Table)

DISTANCE BETWEEN

SIGNS IN FEET

A B 100 100 350 350 500 500

1000 1500

Device spacing (See Length and Spacing Table)

C

VARIABLE

WORKSPACE

STATE PROJECT SHEET

NUMBER

OR BLM ERFO 2017(1)-32(2) 1.2

NOTE:

1. Signs are shown for one direction of travel only. Place devices similar to those depicted for the opposite direction of travel.

2. Final location and spacing of signs and devices may be changed to fit field conditions as approved by the CO.

3. For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at a conspicuous location on the rear of vehicle. Prominently display the name of the contractor on the pilot car.

4. If closure is completely within the project limits, eliminate the "ROAD WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

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

6. For project specific minimum width, refer to the Special Contract Requirements, Section 156.

7. Do not allow equipment, materials, or vehicles to be parked or stored in the buffer space.

Channelizing devices

BUFFER SPACE TAPER AREA

(optional) 50' - 100' (optional)

TERMINATION AREA

BUFFER SPACE

(optional)

Flagger location ~

A

END

ROAD WORK

G20-2 See Note 4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

TEMPORARY TRAFFIC CONTROL

SINGLE LANE CLOSURE LAYOUT

(WITH FLAGGERS)

NO SCALE

STANDARD APPRDVED FOR USE 6/2005

REVISED:

DRAFT: 8/2013

635-6 en 2.

C:

Cl

"C u ~I N M

.c Q)

9- L/l N

" 0 f 9-u c..

N L Q) .c E Q) u Q)

LENGTH AND SPACING TABLE

APPROACH BUFFER SPACE CHANNELIZING DEVICE

SPEED* LENGTH TAPER BUFFER WORK

AREA SPACE SPACE

MPH FEET

SPACING IN FEET

20 115 20 40 40 25 155 20 50 50 30 200 20 60 60 35 250 20 70 70 40 305 20 80 80 45 360 20 90 90 50 425 20 100 100

55 495 20 110 110 60 570 20 120 120 65 645 20 130 130 70 730 20 140 140

* Approach speed based on the regulatory posted speed, not the advisory speed.

Traffic flow .,.<~--

Traffic flow --~>-p C B

STOP LINE

See Note 6

A

ADVANCE WARNING AREA (See Sign Spacing Table)

~ Type B warning ~ light (optional)~

See Note 4 r;;i

W13-1P (optional)

W16-2P (optional) See Note 7

SIGN SPACING TABLE

ROAD TYPE

Urban and Rural 30 MPH and less Urban and Rural 35 MPH to 50 MPH Rural greater than 50 MPH Expressway/ Freeway

24"

½" Black border r\i PROCEED

• • r\i WHEN ~

CLEAR

'l, SPECIAL SIGN Black lettering on reflective white background

Channelizing devices p

15' TAPER AREA BUFFER SPACE

50' - 100' (optional)

(See Length and Spacing Table)

SR1-1

PROCEED

WHEN

CLEAR

Special sign

DISTANCE BETWEEN

SIGNS IN FEET

A B C

100 100 100

350 350 350 500 500 500

1000 1500 2640

Cl

• I"')

Cl

• I"')

Cl

• I"')

0 1-4 (optional)

Device spacing (See Length and Spacing Table)

10' min.

See Note 5

VARIABLE

WORK SPACE

STATE PROJECT

OR BLM ERFO 2017(1)-32(2)

NOTE:

1. Use this layout only if road users from both directions are able to see approaching vehicular traffic through and beyond the work site and have sufficient visibility of approaching vehicles.

2. Advance warning area signs are shown for one direction of travel only.

Place devices similar to those depicted for the opposite direction of travel.

3. Final location and spacing of signs and devices may be changed to fit field conditions as approved by the CO.

4. If closure is completely within the project limits, eliminate the "ROAD WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

5. For project specific minimum width, refer to Special Contract Requirements, Section 156.

6. If the roadway surface is paved, install stop lines that comply with Section 38.16 of the MUTCD.

7. Use the "STOP AHEAD" (W3-1) sign when approach speeds exceed

50 MPH.

8. Do not allow equipment, materials, or vehicles to be parked or stored in the buffer space.

BUFFER SPACE

(optional)

165' - 230'

TAPER AREA

50' - 100' (optional)

TERMINATION AREA

SRl-1

PROCEED

WHEN

CLEAR

Special sign

STOP LINE

See Note 6

Reduce or eliminate drums in downstream taper if necessary to provide access to work space p A

END G20-2

SHEET

NUMBER

1.3

ROAD WORK See Note 4

NO SCALE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

TEMPORARY TRAFFIC CONTROL

SINGLE LANE CLOSURE LAYOUT

{WITH STOP SIGN)

STANDARD APPROVED FOR USE 6/2005 STANDARD

REVISED:

DRAFT: 8/2013 635-8

V, 2.

C

"' "C!

"C

~I N M

.c Q)

9- L/l N

" 0 f 9-u c..

N L Q) .c E Q) u Q)

LENGTH AND SPACING TABLE

APPROACH BUFFER SPACE CHANNELIZING DEVICE CONCRETE WORK ZONE

SPEED* LENGTH TAPER BUFFER WORK BARRIER CLEAR ZONE

AREA SPACE SPACE FLARE WIDTH

MPH FEET SPACING IN FEET RATE FEET

20 115 20 40 40 1:8 10 25 155 20 50 50 1:8 10 30 200 20 60 60 1:8 10 35 250 20 70 70 1:9 10 40 305 20 80 80 1:10 15 45 360 20 90 90 1:12 20 50 425 20 100 100 1:14 20

55 495 20 110 110 1:16 20 60 570 20 120 120 1:16 30 65 645 20 130 130 1:16 30 70 730 20 140 140 1:16 30

* Approach speed based on the regulatory posted speed, not the advisory speed.

Traffic flow ""<s-------

Remove conflicting pavement markings r Channelizing devices 10' min.

See Note 3

STATE PROJECT

OR BLM ERFO 2017(1)-32(2)

NOTE:

1. Install signs and other devices for single lane closure according to

Standard 635-6, 7, 8, or 9. Final location and spacing of signs and devices may be changed to fit field conditions as approved by the CO.

2. Place barrier according to the AASHTO Roadside Design Guide. Terminate barrier ends outside the work zone clear zone or protect the barrier ends with a crash cushion. Include reflectors on barrier at 25' intervals.

3. For project specific minimum width, refer to Special Contract Requirements, Section 156.

4. Place channelizing devices at downstream taper during non-work hours or when access is not needed.

5. Do not allow equipment, materials, or vehicles to be parked or stored in the buffer space.

6. Reduce or eliminate drums and barrier in downstream taper if necessary to provide access to work space.

Temporary concrete barrier.

See Note 2

SHEET

NUMBER

1.4

Traffic flow > ® ®

Device spacing

See Note 2

TAPER AREA BUFFER SPACE

(50' - 100') (optional)

(See Length and Spacing Table) VARIABLE WORK SPACE

See Note 2

BUFFER SPACE TAPER AREA (50' - 100')

(optional) See Note 4

NO SCALE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

TEMPORARY TRAFFIC CONTROL

SINGLE LANE CLOSURE LAYOUT

(WITH TEMPORARY BARRIER)

STANDARD APPRDVED FOR USE 6/2005 STANDARD

REVISED:

DRAFT: 6/2015 635-13

2.

C C, "C

'" ~I N M

.c Q)

9- L/l N

" 0 f 9-u c..

" N

N L Q) .c E Q) u Q)

"O "-0

OJ

IJ.J

<1/1 I '

6' - 12'

~ See Note 4 :::i

..c::

V)

"O

Cl.. .s "-

0 E: OJ

l() .gi

IJ.J

Break-away holes.

See post detail (typ.)

I ' ' t

Lt)

0 Lt)

<: .s 2

OJ E: 0

OJ

¼- <: l/)

OJ

OJ

l/)

_J

SINGLE POST SIGN

WOOD POST SELECTION TABLE

WIDTH AREA NUMBER POST SIZE D

"X" (SQFT) OF POSTS (INCH) (INCH)

Diamond :5 36" < 10 1 4x4 36 Other Shapes :5 48" 1 4x6 48

Diamond :5 48" 10 - 20 1 6x6 48

Diamond :5 48" 10- 20 2 4x4 36 Other Shapes :5 12' 20- 50 2 4x6 48

> 13' 50- 65 2 6x6 48 12' - 16' 50- 65 3 4x6 48

> 17' 65- 95 4 4x6 48 > 30' 65- 95 3 6x6 48

0.75X

I •

I • _J

HOLE SIZE

(INCH)

1.5

1.5

1.5 o.2x--t;: 0_6x ;t--o.2x r--·1•--·1·1 X

TWO POST SIGN

f. Post

, I' ' ' , I' ' '

: 1:

: 1:

Long side of post

Bottom of sign panel

Field drill holes through post parallel to sign face.

See table for hole size

POST DETAIL

STATE PROJECT SHEET

NUMBER

OR BLM ERFO 2017(1)-32(2) 1.5

NOTE:

1. Attach sign panels with a minimum of 2 - ¼" dia. bolts per post.

2. Hl and H2 = Overall post length.

Select post lengths to fit field conditions.

3. D = Post embedment depth for average soil conditions.

4. In areas where lateral distance is limited, a minimum lateral offset of 2' may be used. In areas with curbs, a minimum lateral distance of 1' behind the face of the curb may be used.

5. In pedestrian locations, or in areas with obstructed views, use 7' minimum mounting height for main sign and 6' minimum mounting height for secondary sign.

6. Use 7' minimum spacing between posts for sign posts 6" x 6" or larger.

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

On tangent alignment 93° 200'

SIGN INSTALLATION ANGLE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

TEMPORARY TRAFFIC CONTROL

SIGN INSTALLATION

WOOD POSTS

NO SCALE

STANDARD APPRDVED FOR USE 6/2005

REVISED:

DRAFT: 9/2014

635-14