or-fs-mal 16(1)_plans.pdf

PDF 16 MB Posted Jul 29, 2021

Attached to: OR FS MAL 16(1) FOREST ROAD 16 REPAIRS Federal contract opportunity
Solicitation number: 69056720B000015
Issued by: Department of Transportation Federal Highway Administration

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Written by GovTribe AI · Dec 28, 2023

This notice is for a federal solicitation seeking bids to repair Forest Road 16. The Department of Transportation Federal Highway Administration issued solicitation number 69056720B000015 to repair Forest Road 16. Bids are due by the date specified in the attached solicitation documents. The work includes repairing sections of the road that have deteriorated. The selected contractor will be responsible for completing the repairs and restoring the road to a safe and usable condition.

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Other files for this federal contract opportunity

Other files attached to OR FS MAL 16(1) FOREST ROAD 16 REPAIRS, newest first.
File	Type	Posted
OR FS Mal Tabulation of Bids.pdf	PDF	Oct 26, 2021
BidSum.pdf	PDF	Aug 31, 2021
OR FS MAL 16 IFB.pdf	PDF	Jul 29, 2021
OR SF MAL 16(1) FR 16 Pavement Memo.pdf	PDF	Jul 29, 2021

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FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

Project Location

Projects, FP-14 US Customary Units of Roads and Bridges on Federal Highway

Standard Specifications for Construction

APPROVED:

DATE

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

PROJECT MANAGER

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED FOR

OREGON

GRANT COUNTY

MALHEUR NATIONAL FOREST

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

Lake

Malheur Lake

Harney

Lake

Summer

C H

U T

E S

R I V

E R

Lake

Klamath

Upper

Abert

Lake

WASHINGTON

I D

A H

CALIFORNIA

OREGON KEY MAP

LAKE N.P.

CRATER

REFUGE

WILDLIFE

NATIONAL

MALHEUR

RANGE

ANTELOPE

NATIONAL

HART MT.

Grants Pass

MEDFORD

Ashland

Roseburg

EUGENE

Bend

Corvallis

Newport

SALEM

PORTLAND

Astoria

Pendleton

La Grande

Ontario

Burns

Falls

Klamath

Bend

North

City

Baker

Dalles

The

395101

395197

20 20

NEVADA

LENGTH 11.1 MILES

e (max)

ADT (2037)

ADT (2017)

C. SANDERS

Western Federal Lands Highway Division

Chief of Engineering, FR 16 ROAD REPAIRS

OR FS MAL 16(1)

26+03.17

BEGIN PROJECT

SENECA

END PROJECT

COUNTY

BAKER

JOHN DAY

CANYON CITY

FOREST

NATIONAL

MALHEUR

FR 1

COUNTY

GRANT

SCALE IN MILES

3 1.5 3 6 9

FOREST

NATIONAL

MALHEUR

MATCH EXISTING

45 MPH

65 (15% TRUCKS)

50 (15% TRUCKS)

AREA

STAGING

OPTIONAL

T O

B U

R N

E S

NF-333

pavement, Aggregate surface course reconstruction, Asphalt concrete reclamation, Drainage, Shoulder

Asphalt pavement milling, Full depth

ENGINEERS

PLANNERS

SURVEYORS

GLADE PIT

SHOESTRING

A.1

STATE PROJECT

NUMBER

SHEET

OR FS MAL 16(1)

S e p te m b e r

W F

L H

F R

U p d a te

F in a l

D e s ig n \d g n

\d g n \o r f m a l0

F R

\o r f m a l0 a a .d g n

C h e c k e d b y

D r u y v e s te in D e s ig n e d b y

L a u tz e n h e is e r

612+74.70

4/22/202106/09/2021

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.

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 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 yd3 yd2 cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

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

F e b r u a r y

F L

H D

U p d a te

F in a l

D e s ig n \d g n \d g n \o r f m a l0

\o r f m a l0 a b .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.2FS MAL 16(1)OR

CP GPS

36 31

6 1

36 31

6 1

SEC.

EL. 1234.56

RIP

G G

W W

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.

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 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

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

VICINITY MAP

BEGIN PROJECT

END PROJECT

A.3

STATE PROJECT

NUMBER

SHEET

OR FS MAL 16 (1)

S e p te m b e r

W F

L H

F R

U p d a te

F in a l

D e s ig n \d g n

\d g n \o r f m a l0

F R

\o r f m a l0 a c .d

C h e c k e d b y

D r u y v e s te in D e s ig n e d b y

L a u tz e n h e is e r

SENECA

SHOESTRING GLADE PIT

OPTIONAL MATERIAL SOURCE

26+03.17

FS MAL 16(1)

FOREST ROAD 16

612+74.70

FS MAL 16(1)

FOREST ROAD 16

PARISH CABIN PIT

OPTIONAL STAGING AREA

SCALE IN MILES

1 1/2 1 2

Sheet and Description

SECTION C SECTION D SECTION E SECTION G SECTION I

TYPICAL

SECTION

PLAN &

PLAN

APPROACH

ROADS

DRAINAGE

Temporary

Traffic

Control

ALLOWANCE

Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15702-1000 SOIL EROSION CONTROL,

TEMPORARY DIVERSION CHANNEL LPSM ALL

A0140 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 1,300 100 1,400

A0160 20301-2400 REMOVAL OF SIGN EACH 7 7

A0180 20410-0000 SELECT BORROW CUYD 135 65 200

A0200 25101-0000 PLACED RIPRAP, METHOD A CUYD 10 2 12

A0220 30202-1000 ROADWAY AGGREGATE, METHOD 1 TON 120 15 135

A0240 30401-5300 FULL DEPTH RECLAMATION,

METHOD 2, 6-INCH DEPTH MILE 3.285 0.115 3.400

A0260 30401-5900 FULL DEPTH RECLAMATION,

METHOD 2, 12-INCH DEPTH MILE 7.827 0.073 7.900

A0280 40101-5600 ASPHALT CONCRETE PAVEMENT,

GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION

ESAL TON 24,723 253 524 25,500

A0320 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 247 4 9 260

A0360 41201-0000 TACK COAT TON 64 2 4 70

A0380 41301-0000 ASPHALT PAVEMENT MILLING, 0

TO 2-INCH DEPTH SQYD 150 30 180

A0400 41301-0600 ASPHALT PAVEMENT MILLING,

2-INCH DEPTH SQYD 47,217 1,083 48,300

A0420 41301-0800 ASPHALT PAVEMENT MILLING,

3-INCH DEPTH SQYD 893 107 1,000

A0440 60201-0800 24-INCH PIPE CULVERT LNFT 158 4 162

A0460 60704-0000 CLEANING CULVERT IN PLACE EACH 1 1 2

A0480 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 16 16

A0500 62201-0950 WHEEL LOADER, 3 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 16 16

A0520 62201-3000 HYDRAULIC EXCAVATOR HOUR 16 16

A0540 62301-0000 GENERAL LABOR HOUR 16 16

MileStone: 100% Final Design

Date Completed: In Progress

Report Date: 04/14/21

Line

Item

No.

Pay Item

Number

SUMMARY OF QUANTITIES

-J u n -2

:1 P

Remarks and/or

Determination of

Estimated Quantity

Pay Item Description Unit

Estimated

Quantities

F L H

F R

U p d a te

F in a l D e s ig n \D o c s \E s ti m a te

-Q u a n ti ti e s s u m m a ry

.x ls m

]S h e e t

STATE PROJECT

B.1FS MAL 16(1)OR

SHEET

NUMBER

Sheet and Description

SECTION C SECTION D SECTION E SECTION G SECTION I

TYPICAL

SECTION

PLAN &

PLAN

APPROACH

ROADS

DRAINAGE

Temporary

Traffic

Control

ALLOWANCE

Bid

Schedule

A0560 63502-0700 TEMPORARY TRAFFIC CONTROL,

CONE EACH 130 30 160

A0580 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 10 10 20

A0600 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 349 51 400

A0620 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 1,060 40 1,100

A0640 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 530 20 550

A0660 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 82 2 84

SUMMARY OF QUANTITIES

Line

Item

No.

Pay Item

Number

F L H

F R

U p d a te

F in a l D e s ig n \D o c s \E s ti m a te

-Q u a n ti ti e s s u m m a ry

.x ls m

]S h e e t

Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of

Estimated Quantity

-J u n -2

:1 P

MileStone: 100% Final Design

Date Completed: In Progress

Report Date: 04/14/21

STATE PROJECT

B.2FS MAL 16(1)OR

SHEET

NUMBER

QUANTITIES

TABULATION OF TYPICAL SECTION

C.1

STATE PROJECT

NUMBER

SHEET

OR FS MAL 16(1)

S e p te m b e r

W F

L H

F R

U p d a te

F in a l

D e s ig n \d g n

\d g n \o r f m a l0

F R

\o r f m a l0 c a .d

C h e c k e d b y

D r u y v e s te in D e s ig n e d b y

L a u tz e n h e is e

Match existingMatch existing

Edge of pavement (Typ)

NOTES:

3" compacted depth (Placed in 2 equal lifts) type III pavement roughness, aggregate, 0.3 to <3 million ESAL, 1/2-inch or 3/4-inch nominal maximum size

Asphalt Concrete Pavement, Gyratory mix, SAFETY EDGE DETAIL pavement

Edge of proposed

1. Existing pavement width and depths may vary.

MAINLINE TYPICAL SECTION 1

existing ground

Approximate existing ground

Approximate

See detail, this sheet

Safety Edge (Typ, both sides), C.2

STATE PROJECT

NUMBER

SHEET

OR FS MAL 16(1)

S e p te m b e r

F L

H D

U p d a te

F in a l

D e s ig n \d g n \d g n \o r f m a l0

\o r f m a l0 c b .d

C h e c k e d b y

D r u y v e s te in D e s ig n e d b y

L a u tz e n h e is e r method 2, 6" depth

Full depth reclamation, method 2, 6-inch depth

Full depth reclamation, 199+05 to 199+50 Transition

26+48.17 to 199+05

26+03.17 to 26+48.17 Transition

ROADWAY TYPICAL SECTIONS

Varies pavement (typ)

Edge of existing Varies, 24-26'

First lift of asphalt

Second lift of asphalt

(Between Lifts)

Tack Coat

Varies, 24-26'

26+03.17 to 199+50

ASPHALT PAVEMENT MILLING SECTION

existing ground

Approximate

2-inch depth

Asphalt pavement milling, pavement milling

Top of asphalt

Match existing Match existing

NO SCALE

10' Traveled way

Varies

Match existingMatch existing

Edge of pavement (Typ)

SAFETY EDGE DETAIL

pavement

Edge of proposed

NOTES:

surface

Existing roadway

3" compacted depth (Placed in 2 equal lifts) type III pavement roughness, aggregate, 0.3 to <3 million ESAL, 1/2-inch or 3/4-inch nominal maximum size

Asphalt Concrete Pavement, Gyratory mix,

1. Existing pavement width and depths may vary.

existing ground

Approximate existing ground

Approximate

12-inch depth

Full depth reclamation, method 2, MAINLINE TYPICAL SECTION 2

See detail this sheet

Safety Edge (Typ, both sides), method 2, 12-inch depth

Full depth reclamation, 199+50 to 612+74.70

C.3

STATE PROJECT

NUMBER

SHEET

OR FS MAL 16(1)

S e p te m b e r

F L

H D

U p d a te

F in a l

D e s ig n \d g n \d g n \o r f m a l0

\o r f m a l0 c c .d

C h e c k e d b y

D r u y v e s te in D e s ig n e d b y

L a u tz e n h e is e r

ROADWAY TYPICAL SECTIONS

Tack Coat (Between Lifts) pavement (typ) Edge of existing

Varies, 28-32'

First lift of asphalt

Second lift of asphalt

NO SCALE

12' Traveled way 12' Traveled way

Varies Varies

Varies

TRANSITION DETAILS

C.4

STATE PROJECT

NUMBER

SHEET

OR FS MAL 16(1)

S e p te m b e r

F L

H D

U p d a te

F in a l

D e s ig n \d g n \d g n \o r f m a l0

\o r f m a l0 c d .d

C h e c k e d b y

D r u y v e s te in D e s ig n e d b y

L a u tz e n h e is e r

PLAN

PROFILE

TRANSITION DETAIL

26+03.17 to 26+48.17

Finished pavement

Existing pavement method 2, 6" depth Full depth reclamation, 3" compacted depth (Placed in 2 equal lifts) type III pavement roughness, aggregate, 0.3 to <3 million ESAL, 1/2-inch or 3/4-inch nominal maximum size Asphalt Concrete Pavement, Gyratory mix, .1

NO SCALE

15' Transition

Edge of pavement

2-inch depth Asphalt pavement milling, 45' Transition

TRANSITION DETAILS

PLAN

Edge of pavement method 2, 6" depth Full depth reclamation, method 2, 12" depth Full depth reclamation, 3" compacted depth (Placed in 2 equal lifts) type III pavement roughness, aggregate, 0.3 to <3 million ESAL, 1/2-inch or 3/4-inch nominal maximum size Asphalt Concrete Pavement, Gyratory mix, PROFILE

TRANSITION DETAIL

match existing End pavement, Existing pavement existing asphalt Saw cut

Tack Coat method 2, 12" depth Full depth reclamation, 3" compacted depth (Placed in 2 equal lifts) type III pavement roughness, aggregate, 0.3 to <3 million ESAL, 1/2-inch or 3/4-inch nominal maximum size Asphalt Concrete Pavement, Gyratory mix, CONNECTION DETAIL

612+29.70 TO 612+74.70

C.5

STATE PROJECT

NUMBER

SHEET

OR FS MAL 16(1)

S e p te m b e r

F L

H D

U p d a te

F in a l

D e s ig n \d g n \d g n \o r f m a l0

\o r f m a l0 c d .d

C h e c k e d b y

D r u y v e s te in D e s ig n e d b y

L a u tz e n h e is e r

199+05 TO 199+50

Finished pavement

0 to 2-inch depth Asphalt pavement milling, 45' Transition milling, 2-inch depth Asphalt pavement

PROFILE

45' Transition

NO SCALE

Edge of pavement

PLAN

Existing pavement

N F

-1

N F

-1 pavement Edge of existing

Finished pavement

45' Transition

TABULATION OF PLAN QUANTITIES

D.1

STATE PROJECT

NUMBER

SHEET

OR FS MAL 16 (1)

S e p te m b e r

F L

H D

U p d a te

F in a l

D e s ig n \d g n \d g n \o r f m a l0

\o r f m a l0 f a .d

C h e c k e d b y

D r u y v e s te in D e s ig n e d b y

L a u tz e n h e is e r and Placed Riprap, Method A.

1. See detail sheets D.12 abd D.13 for Select Borrow

NOTES:

NF-16

M a tc h

M P existing pavement

Approximate edge of existing pavement

Approximate edge of of road

Approximate centerline of road

Approximate centerline

See sheet E.3

Asphalt Turnout

74+27 to 77+77, LT pavement

Edge of proposed pavement

Edge of proposed

26+03.17 TO 84+00

PLAN AND PLAN

UTILITY OWNER CONTACTS

541-385-0220 Steve Coker, Engineer 2

CENTURYLINK

BEGIN PROJECT

26+03.17

FOREST ROAD 16

FS MAL 16(1)

E 8605280.370

N 174312.243

D.2

STATE PROJECT

NUMBER

SHEET

OR FS MAL 16 (1)

F L

H D

U p d a te

F in a l

D e s ig n \d g n \d g n \o r f m a l0

\o r f m a l0 f b .d

C h e c k e d b y

D r u y v e s te in D e s ig n e d b y

L a u tz e n h e is e r at culvert, see Sheet F.3

Soil erosion control at culvert, see Sheet F.3

Soil erosion control

541-575-0161 John Day, OR, 97845 PO Box 575 400 Patterson Bridge Road

OREGON TRAIL ELECTRIC

P T

P C

R= 1,250.00' T= 155.71' L= 309.83'

BH#3

P C

P T

P C

R= 1,600.00'

T= 333.55'

L= 657.68'

R ,6 .3 0'

T= .3 6'

L= .6 4'

BH#4

NF-1

NF-16

N F -1

M a tch

M P

See sheet D.13

Shoulder Reconstruction

125+50 to 127+95

See sheet D.12

Shoulder Reconstruction

115+08 to 115+53 of road

Approximate centerline existing pavement

Approximate edge of of road

Approximate centerline existing pavement

Approximate edge of pavement

Edge of proposed pavement

Edge of proposed

D.3

STATE PROJECT

NUMBER

SHEET

OR FS MAL 16 (1)

S e p te m b e r

F L

H D

U p d a te

F in a l

D e s ig n \d g n \d g n \o r f m a l0

\o r f m a l0 f c .d

C h e c k e d b y

D r u y v e s te in D e s ig n e d b y

L a u tz e n h e is e r

84+00 TO 148+00

PLAN AND PLAN

at culvert, see Sheet F.3

Soil erosion control at culvert, see Sheet F.3

Soil erosion control

P C .0

P C C

P T

R= 4,629.30'

T= 138.36'

L= 276.64'

R= 1,450.00'

T= 921.79'

L= 1,642.18'

BH#5

BH#6

P T

P C

P T

P C

P T

P C

P T

P C

R= 5,000.00' T= 77.56' L= 155.10'

R= 800.00'

T= 129.55'

L= 256.86' D

R= 25,000.00'

T= 389.47'

L= 778.88'

R= 4,000.00'

T= 160.00'

L= 319.82'

BH#7

NF-16

M a tc h

M P

M a tc h

M at ch1 existing pavement

Approximate edge of existing pavement

Approximate edge of of road

Approximate centerline of road

Approximate centerline pavement

Edge of proposed

148+00 TO 209+00

PLAN AND PLAN

D.4

STATE PROJECT

NUMBER

SHEET

OR FS MAL 16 (1)

S e p te m b e r

F L

H D

U p d a te

F in a l

D e s ig n \d g n \d g n \o r f m a l0

\o r f m a l0 f d .d

C h e c k e d b y

D r u y v e s te in D e s ig n e d b y

L a u tz e n h e is e r at culvert, see Sheet F.3

Soil erosion control at culvert, see Sheet F.3

Soil erosion control pavement

Edge of proposed at culvert, see Sheet F.3

Soil erosion control at culvert, see Sheet F.3

Soil erosion control

P C

P T

5 1

P C

P R

P T

P C

P R

P T

R= 900.00'

T= 284.03'

L= 550.25'

R= 2,000.00'

T= 48.19'

L= 96.37'

R= 721.16'

T= 41.42'

L= 82.75'

R= 4,000.00'

T= 209.29'

L= 418.20'

R= 3,365.84'

T= 120.65'

L= 241.19'

R= 3,875.00'

T= 67.97'

L= 135.93'

BH#8

P T

P C

P T

R= 1,850.00'

T= 362.47'

L= 715.86'

R= 2,000.00'

T= 18.52'

L= 37.03'

NF-16

N F -6

M a tc h

M P

M a tc h

Removal of sign

Removal of sign existing pavement

Approximate edge of existing pavement

Approximate edge of of road

Approximate centerline of road

Approximate centerline

Bear Creek pavement

Edge of proposed pavement

Edge of proposed

209+00 TO 268+00

PLAN AND PLAN

D.5

STATE PROJECT

NUMBER

SHEET

OR FS MAL 16 (1)

S e p te m b e r

W F

L H

F R

U p d a te

F in a l

D e s ig n \d g n

\d g n \o r f m a l0

F R

\o r f m a l0 f e .d

C h e c k e d b y

D r u y v e s te in D e s ig n e d b y

L a u tz e n h e is e r at culvert, see Sheet F.3

Soil erosion control control, fiber roll

Soil erosion

0 P C

R= 3, 800.

00'

T= 4 13.2

L= 8 23.1

BH#9

P T

P C

R= 3,800.00'

T= 413.21'

L= 823.19'

R= 5,400.00'

T= 406.81'

L= 812.08'

NF-16

NF-

M P

M a tc h

Mat ch

Removal of sign

Removal of sign existing pavement

Approximate edge of of road

Approximate centerline existing pavement

Approximate edge of of road

Approximate centerline pavement

Edge of proposed pavement

Edge of proposed

268+00 TO 329+00

PLAN AND PLAN

D.6

STATE PROJECT

NUMBER

SHEET

OR FS MAL 16 (1)

S e p te m b e r

F L

H D

U p d a te

F in a l

D e s ig n \d g n \d g n \o r f m a l0

\o r f m a l0 f f .d

C h e c k e d b y

D r u y v e s te in D e s ig n e d b y

L a u tz e n h e is e r

P T

P C

P T

R= 5 ,400

.00'

T= .81'

L= .08'

R= 1,100.00'

T= 384.31'

L= 739.45'

BH#10

5 P

R= 5,650.00'

T= 1,344.27'

L= 2,639.47'

NF-16

N F -4

M a tc h

M P

M P of road

Approximate centerline existing pavement

Approximate edge of existing pavement

Approximate edge of of road

Approximate centerline pavement

Edge of proposed pavement

Edge of proposed

329+00 TO 389+00

PLAN AND PLAN

D.7

STATE PROJECT

NUMBER

SHEET

OR FS MAL 16 (1)

S e p te m b e r

F L

H D

U p d a te

F in a l

D e s ig n \d g n \d g n \o r f m a l0

\o r f m a l0 f g .d

C h e c k e d b y

D r u y v e s te in D e s ig n e d b y

L a u tz e n h e is e r at culvert, see Sheet F.3

Soil erosion control

5 3

0 P

BH#11

P C

5 3

P T

P C

P T

R= 5,650.00'

T= 502.05'

L= 1,001.46'

R= 5,650.00'

T= 604.32'

L= 1,204.05'

NF-16

N F

M a tc h

M P

(18-inch)

Cleaning culvert in place

398+09 existing pavement

Approximate edge of of road

Approximate centerline of road

Approximate centerline existing pavement

Approximate edge of

B e a r

C re e k

Be ar

Cre ek

See sheet E.3

Asphalt Turnout

408+95 to 412+01 pavement

Edge of proposed pavement

Edge of proposed

389+00 TO 452+00

PLAN AND PLAN

D.8

STATE PROJECT

NUMBER

SHEET

OR FS MAL 16 (1)

S e p te m b e r

W F

L H

F R

U p d a te

F in a l

D e s ig n \d g n

\d g n \o r f m a l0

F R

\o r f m a l0 f h

C h e c k e d b y

D r u y v e s te in D e s ig n e d b y

L a u tz e n h e is e r at culvert, see Sheet F.3

Soil erosion control at culvert, see Sheet F.3

Soil erosion control control, fiber roll

Soil erosion

P C

P T

R= 1,900.00'

T= 488.71'

L= 956.68'

BH#12

P C

P T

P C

R= 980.00'

T= 482.75'

L= 897.11'

R= 1,420.00'

T= 623.93'

L= 1,175.75'

NF-16

N F

M P

M a tc h

M a tc h existing pavement

Approximate edge of of road

Approximate centerline

Bear Cree k

Bear Cre ek of road

Approximate centerline existing pavement

Approximate edge of pavement

Edge of proposed pavement

Edge of proposed

452+00 TO 512+00

PLAN AND PLAN

D.9

STATE PROJECT

NUMBER

SHEET

OR FS MAL 16 (1)

S e p te m b e r

W F

L H

F R

U p d a te

F in a l

D e s ig n \d g n

\d g n \o r f m a l0

F R

\o r f m a l0 f i.

C h e c k e d b y

D r u y v e s te in D e s ig n e d b y

L a u tz e n h e is e r

Replace existing

24-inch pipe culvert

505+10 at culvert, see Sheet F.3

Soil erosion control at culvert, see Sheet F.3

Soil erosion control

P T

P C

P T

R= 2,800.00'

T= 463.26'

L= 918.20'

BH#13

P C

P T

P C

R= 2,800.00'

T= 389.57'

L= 774.18'

BH#14

NF-16

M a tc h

M P existing pavement

Approximate edge of of road

Approximate centerline existing pavement

Approximate edge of of road

Approximate centerline

Bear Creek

Bear Creek pavement

Edge of proposed pavement

Edge of proposed

512+00 TO 572+00

PLAN AND PLAN

D.10

STATE PROJECT

NUMBER

SHEET

OR FS MAL 16 (1)

S e p te m b e r

F L

H D

U p d a te

F in a l

D e s ig n \d g n \d g n \o r f m a l0

\o r f m a l0 f j.

C h e c k e d b y

D r u y v e s te in D e s ig n e d b y

L a u tz e n h e is e r

Replace existing

24-inch pipe culvert

514+69 at culvert, see Sheet F.3

Soil erosion control

P T

P C

R= 1,900.00'

T= 377.28'

L= 744.88'

P T

P C

R= 2,800.00'

T= 490.88'

L= 971.89'

R= ,5 .0 0'

T= .8 3'

BH#15

NF-16

N F

-1

N F -9

M a tc h

M P

M a tc h

E: 8658133.03 N: 191595.98

END PROJECT

existing pavement

Approximate edge of existing pavement

Approximate edge of

B e a r

C re e k of road

Approximate centerline of road

Approximate centerline pavement

Edge of proposed pavement

Edge of proposed

612+74.70

OR FS MAL 16(1)

572+00 TO 612+74.70

PLAN AND PLAN

D.11

STATE PROJECT

NUMBER

SHEET

OR FS MAL 16 (1)

S e p te m b e r

F L

H D

U p d a te

F in a l

D e s ig n \d g n \d g n \o r f m a l0

\o r f m a l0 f k .d

C h e c k e d b y

D r u y v e s te in D e s ig n e d b y

L a u tz e n h e is e r see Sheet F.3 control at culvert, Soil erosion at culvert, see Sheet F.3

Soil erosion control at culvert, see Sheet F.3

Soil erosion control

P T

R= 1,500.00'

T= 445.83'

L= 866.70'

BH#16

NF-16

115+08 TO 115+53

of road centerline

Approximate

SHOULDER RECONSTRUCTION PLAN

1 limits excavation

Approximate existing ground

Approximate

SHOULDER RECONSTRUCTION

SECTION A-A

finish grade

Approximate finish grade

Approximate

LOOKING FORWARD ALONG SLOPE

VIEW C-C

LOOKING DOWN EMBANKMENT SLOPE

VIEW B-B

excavation limit

Approximate excavation limit

Approximate

C B B protect in place

Existing culvert, pavement

Edge of existing pavement

Edge of proposed existing pavement

Approximate edge of

SCALE IN FEET

20 10 20 40

Select Borrow

C o n s tr u c ti o n

L im it s

12" depth

Placed Riprap, Method A, typical section 1 see mainline

Roadway section

D.12

STATE PROJECT

NUMBER

SHEET

OR FS MAL 16 (1)

S e p te m b e r

W F

L H

F R

U p d a te

F in a l

D e s ig n \d g n

\d g n \o r f m a l0

F R

\o r f m a l0 g a .d

C h e c k e d b y

D r u y v e s te in D e s ig n e d b y

L a u tz e n h e is e r fiber roll

Soil erosion control, SHOULDER RECONSTRUCTION DETAILS excavation limit

Approximate grade

Finish

1. Perform work in accordance with Section 152.

Excavation limit

12.5' t y p

2' min.

NF-16

125+50 TO 127+95

1 limits excavation

Approximate

SHOULDER RECONSTRUCTION

SECTION A-A

SHOULDER RECONSTRUCTION PLAN

of road centerline

Approximate

A existing pavement

Approximate edge of

A on embankment slope

Remove existing asphalt finish grade

Approximatefinish grade

Approximate

SCALE IN FEET

20 10 20 40 pavement

Edge of existing

LOOKING BACK ALONG LINE

VIEW B-B

LOOKING BACK ALONG LINE

VIEW C-C

excavation limit

Approximate limit excavation

Approximate excavation limit

Approximate protect in place

Existing culvert, pavement

Edge of proposed

C o n s tr u c ti o n

L im it s

Select Borrow typical section 1

See mainline

Roadway section

D.13

STATE PROJECT

NUMBER

SHEET

OR FS MAL 16 (1)

S e p te m b e r

F L

H D

U p d a te

F in a l

D e s ig n \d g n \d g n \o r f m a l0

\o r f m a l0 g b .d

C h e c k e d b y

D r u y v e s te in D e s ig n e d b y

L a u tz e n h e is e r fiber roll

Soil erosion control, SHOULDER RECONSTRUCTION DETAILS

Place conserved topsoil

Turf establishment grade

Finish

1. Perform work in accordance with Section 152.

NOTES:

ground existing

Approximate

Limit

Excavation t y p

2' min.

12.5'

QUANTITIES

TABULATION OF APPROACH ROAD

E.1

STATE PROJECT

NUMBER

SHEET

OR FS MAL 16 (1)

S e p te m b e r

W F

L H

F R

U p d a te

F in a l

D e s ig n \d g n

\d g n \o r f m a l0

F R

\o r f m a l0 ia .d

C h e c k e d b y

D r u y v e s te in D e s ig n e d b y

L a u tz e n h e is e

NO SCALE

TYPE 2 APPROACH

ROAD APPROACH SYMBOL

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

E n d p a v e m e n t

See Note 1

End pavement

Edge of shoulder

TypeMainline station of highway

(UNPAVED)

TYPE 1 APPROACH

Width of approach

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

Edge of shoulder

TYPE 4 APPROACH

TYPE 3 APPROACH

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

TYPE 4 APPROACH

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

E n d p a v e m e n t

TYPE 1, 2 & 3 APPROACH

Match existing surfacing

Match existing surfacing pavement

Asphalt concrete

Roadway base

Roadway base Roadway base

Roadway base

M a tc h e x is ti n g

E n d p a v e m e n t

M a tc h e x is ti d a g g r e g a te pavement

Asphalt concrete

Existing asphalt approach

3" depth

Aggregate surface course approach

Existing aggregate approach

Existing aggregate

Asphalt concrete pavement required to place 3" depth of

Mill approach asphalt as

Asphalt concrete pavement required to place 3" depth of

Mill approach asphalt as pavement concrete

Asphalt pavement concrete

Asphalt

Asphalt concrete pavement required to place 3" depth of

Mill approach asphalt as

Existing asphalt approachM a tc h e x is ti n g

Typ Typ

See Note 1

End pavement

CL of Road CL of Road

M a tc h otherwise shown on plans access road connection, unless

Grade to match existing

Apply tack coat

Match approach radius 'R' of the existing approach compatible with adjacent roadway construction.

Construct side slope ratio and degree of finish of approaches

3" compacted depth (Placed in 2 equal lifts) aggregate, 0.3 to <3 million ESAL, 1/2-inch or 3/4-inch nominal maximum size

Asphalt Concrete Pavement, Gyratory mix, 3" compacted depth (Placed in 2 equal lifts) aggregate, 0.3 to <3 million ESAL, 1/2-inch or 3/4-inch nominal maximum size

Asphalt Concrete Pavement, Gyratory mix, TACK COAT DETAIL existing ground

Approximate

(Between Lifts)

Tack Coat of asphalt

First lift of asphalt

Second lift

Milled surface

APPROACH ROAD DETAILS

STATE PROJECT

NUMBER

SHEET

FS MAL 16(1)OR E.2

STATE PROJECT

NUMBER

SHEET

W F

L H

F R

U p d a te

F in a l

D e s ig n \d g n

\d g n \o r f m a l0

F R

\o r f m a l0 ib .d

:0 p r il

C h e c k e d b y

P D r u y v e s te in D e s ig n e d b y

L a u tz e n h e is e

10'

10' of flared radius P=Dimension to end

10'

NOTE:

existing pavement

Approximate edge of

Edge of existing turnout

NF-16

existing pavement

Approximate edge of

Edge of existing turnout

Protect in place

Existing sign

TURNOUT PLAN AND PLAN

BEAR C

REEK

of road

Approximate centerline of road

Approximate centerline

NSee detail sheet E.2

Construct per Type 3 approach, Turnout

See detail sheet E.2

Construct per Type 3 approach, Turnout

ASPHALT TURNOUT

pavement

Edge of proposed pavement

Edge of proposed

E.3

STATE PROJECT

NUMBER

SHEET

OR FS MAL 16 (1)

S e p te m b e r

W F

L H

F R

U p d a te

F in a l

D e s ig n \d g n

\d g n \o r f m a l0

F R

\o r f m a l0 ic .d

C h e c k e d b y

D r u y v e s te in D e s ig n e d b y

L a u tz e n h e is

74+27 to 77+77

408+95 to 412+01 existing turnout

Match edge of existing turnout

Match edge of

37.8'

266.5'

23.3' 22.4'

282.8'29.7'

NO SCALE

Adjust check dam spacing based on site-specific conditions.

around the ends of the fiber roll.

Provide sufficient length to prevent water from flowing

Drive stakes into undisturbed soil of trench bottom.

stakes. Drive stakes at each end of the fiber roll and at

Install check dams in ditches perpendicular to the flowline.

installation.

Repair all rills or gullies and properly compact prior to functional requirements of the check dam device.

gravel bags as approved by the CO, to meet the

Construct check dams from fiber rolls, filter rock, or

REVISED: 7/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

W157-15

MODERATE GRADES

CHECK DAM

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

F.1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS MAL 16 (1)OR

F L

H D

U p d a te

F in a l

D e s ig n \d g n \d g n \o r f m a l0

\o r f m a l0 d a .d g n

S e p te m b e r

Se e N ote

Flow

F lo w m in m in

"6 m in m in .6

CROSS SECTION

V-DITCH

CROSS SECTION

FLAT-BOTTOM DTICH

CROSS SECTION

STAKING DETAIL

FIBER ROLL

PLAN

are similar for flat-bottom ditches

Check dam installation details

V-ditch design shown.

Flow line

GRADE

DITCH

(See Note 7)

CHECK DAM SPACING*

GRAVEL BAG

Gravel bag the ends. See Note 6 to prevent flow around

Curve ends upstream

Filter rock

FIBER ROLL CHECK DAM

GRAVEL BAG CHECK DAM

SPACING (max.)

CHECK DAM

See Note 5

NOTE:

GRADE

DITCH

SPACING (max.)

CHECK DAM

(See Note 7)

CHECK DAM SPACING

FILTER ROCK

GRADE

DITCH

(See Note 7)

CHECK DAM SPACING*

FIBER ROLL

SPACING (max.)

CHECK DAM

FILTER ROCK CHECK DAM

uphill side of fiber roll trench material on

Place excavated on ditch grades steeper than 5%.

Do not use fiber roll check dams

* Spacing calculated based on on ditch grades steeper than 6%.

* Do not use gravel bag check dams

(FT)

Trench 2" (min.)

Fiber roll 9" Ø (min.)

Trench 2" (min.)

-inch wood 8 1-inch x 18

1Stake fiber rolls in place with 1

Expose stakes 2-inches (min.) above top of fiber roll.

2-foot (max.) spacing.

9" Ø minimum fiber roll.

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

disturbed areas

Runoff from

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

Existing ground (typ.)

Flow direction

Slope

Direction of runof f from distur bed area s ff o n ur f o n oi t c er i

Slope

Fi ll slo pe

Direction of runoff ground

Existing soil to match ground level

Backfilled and compacted wood stakes. See Note 2.

Stagger joints (typ.)

permanent installations. Do not crush wattle while staking.

wattle is secure to slope. Live stakes may be used for

PROPERLY STAKED AND ENTRENCHED SEDIMENT WATTLE

SLOPE PROTECTION INSTALLATION

ALTERNATE SEDIMENT WATTLE JOINT DETAIL

WATTLE SPACING

Wattle length

SEDIMENT WATTLE STAKING DETAIL

SEDIMENT WATTLE LAPPING DETAIL

Sediment wattle

Sediment wattle larger than wattle and install sediment wattles

Step 1: Excavate trench Step 2: Backfill soil against sediment wattles for each wattle

Stakes required uphill side of sediment wattle

Place excavated material on

Sediment wattle along contours

Install wattles

DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

WESTERN FEDERAL LANDS HIGHWAY DIVISION

(FT)

W157-20

Excavate trench 2"

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

1" x 1" or 1" Ø

1" x 1" Wood stake

SEDIMENT WATTLE

wattles and space stakes at 4-foot max.

6-inches from wattles end angles towards the adjacent

Overlap wattles 12-inch minimum. Drive stakes at

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

F.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS MAL 16 (1)OR

W F

L H

F R

U p d a te

F in a l

D e s ig n \d g n

\d g n \o r f m a l0

F R

\o r f m a l0 d b

.d g n

F e b r u a r y

Flow

Pay lim its

S pa ci ng c ha rt

S ee W at tl e

2" (min.)

ove rlap

12" (m in.)

t o m in m in as specified in plans

3' min. or

3' (min.)

FlowFlow lo w

Centerline of road

EROSION CONTROL DETAILS

Soil erosion control, fiber roll

SOIL EROSION CONTROL AT CULVERT

F.3

STATE PROJECT

NUMBER

SHEET

F L

H D

U p d a te

F in a l

D e s ig n \d g n \d g n \o r f m a l0

\o r f m a l0 d c .d g n

OR FS MAL 16(1)

:0 e p te m b e r

C h e c k e d b y

D r u y v e s te in D e s ig n e d b y

NOTE:

NO SCALE

Ditch line

Top of ditchslope

Proposed or existing culvert

Soil erosion control, fiber roll (approx. 10', typ.)

m in fiber roll at outlet

Install soil erosion control, FOOTNOTE:

water from running around the ends.

inlets and outlets, curve ends of fiber rolls upgrade to prevent

Where fiber rolls are installed for soil erosion control at culvert

See Sheet F.1 for fiber roll staking requirements.

outlet locations specified on the plans or as directed by the CO.

Do not install at culvert outlets with high flows. Install at culvert 1

10' min.10' min.

Seneca

SHOESTRING GLADE PIT - LIMITS

SHOESTRING GLADE PIT - LOCATION MAP

No Scale

Shoestring Glade Pit

Optional Material Source

FR 16

area

Allowed mining

G.1

STATE PROJECT

NUMBER

SHEET

OR FS MAL 16 (1)

D e c e m b e r

F L

H D

U p d a te

F in a l

D e s ig n \d g n \d g n \o r f m a l0

\o r f m a l0 m a .d

C h e c k e d b y

D r u y v e s te in D e s ig n e d b y

L a u tz e n h e is e r

OPTIONAL MATERIAL SOURCE

BEGIN PROJECT

END PROJECT

SCALE IN MILES

1 1/2 1 2

Optional material source

Noxious weeds

1. Address noxious weed conflicts per Subsection 107.10

G.2

STATE PROJECT

NUMBER

SHEET

OR FS MAL 16 (1)

S e p te m b e r

F L

H D

U p d a te

F in a l

D e s ig n \d g n \d g n \o r f m a l0

\o r f m a l0 m b .d

C h e c k e d b y

D r u y v e s te in D e s ig n e d b y

L a u tz e n h e is e r

SCALE IN MILES

1 1/2 1 2

Seneca

PARISH CABIN PIT - LIMITS

PARISH CABIN PIT - LOCATION MAP

No Scale

OPTIONAL STAGING AREA PLAN

Parish Cabin Pit

Optional Staging Area

Optional staging and stockpile area only

FR 16

575+56

FR 467

FR 468

FR 16

BEGIN PROJECT

END PROJECT

10.4 x 16

60103

-0180

60201

-0800

60704

-0000

Station E S T

A T E D

M A X

U M

C O

V E R

S T R U

C T U

R A L E

X C A V A T

R E M

O V A L O

F P

E C

U L V E R T

C O

N C R E T E

H E A D

W A L L F

O R

C H

E C

U L V E R T

-I

N C H

E C

U L V E R T

C L E A N

C U

L V E R T I

N P

L A C E

S K E W

A N

G L E

A ll o w a b le

P ip e M a te ri a l

(S e e k e y b e lo w

B E V E L S

V :n

B E V E L S

V :n

REMARKS

See below for numbered notes

FEET CUYD EACH EACH LNFT EACH Lt Rt

398+09 1

505+10 1 80 x/C,P

514+69 1 78 x/C,P

PROJECT TOTAL 0 2 0 158 1

Allowable Pipe Material

NOTE: A Aluminum

1. Steel pipe culvert minimum wall thickness is the 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 except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

F L H

F R

U p d a te

F in a l D e s ig n \d g n \d g n \o r-f-m a l0

\o r-f-m a l0 e a .x ls x

-M a r-

:1 P

M D

L a u tz e n h e is e r

D ru y v e s te in /2

D e s ig n e d b y

C h e c k e d b y

STATE PROJECT

H.1

SHEET

NUMBER

FS MAL 16(1)OR

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

SCALE IN FEET

10 5 10 20

CULVERT PLAN AND PLAN

existing pavement

Approximate edge of existing pavement

Approximate edge of

N F -1

B E

A R C

R E E

B E A R C

R E E K of road centerline

Approximate

24-INCH PIPE CULVERT

NF-492

of road centerline

Approximate

N F of the pipe prior to removing the existing culvert.

reference points to invert elevation at both ends vertical location as the existing pipe culvert. Set

1) Place new pipe culverts in the same horizintal and

NOTES:

pavement

Edge of proposed pavement

Edge of proposed

514+69

505+10

Replace existing

24-inch pipe culvert

Replace existing

24-inch pipe culvert

H.2

STATE PROJECT

NUMBER

SHEET

OR FS MAL 16 (1)

:3 :2

M F

F L

H D

U p d a te

F in a l

D e s ig n \d g n

\d g n \o r f m a l0

F R

\o r f m a l0 e b

C h e c k e d b y

D r u y v e s te in D e s ig n e d b y

L a u tz e n h e is e r

80'

78'

METAL ROUND PIPE CULVERT

METAL PIPE ARCH CULVERT

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

STEEL ALUMINUM

EQUI-

VALENT

DIAMETER

MINIMUM

CORNER

RADIUS

MINIMUM

COVERSPAN x RISE

PIPE ARCH

SIZE

PIPE ARCH

SIZE

SPAN x RISE

EQUI-

VALENT

DIAMETER

MINIMUM

CORNER

RADIUS

MINIMUM

COVER

MINIMUM

COVERDIAMETER

PIPE

SIZE

PIPE

SIZE

DIAMETER

MINIMUM

COVER

ALUMINUMSTEEL

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.

special analysis by the CO.

The fill heights in the table are for helical lockseam and welded seam pipe only.

Fill heights for culvert pipe with annular corrugations are more restrictive than those of helical lockseam and welded seam pipe.

Obtain approval before furnishing annular corrugation pipe.

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

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

STATE PROJECT

NUMBER

SHEET

H.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS MAL 16 (1)OR

W F

L H

F R

U p d a te

F in a l

D e s ig n \d g n

\d g n \o r f m a l0

F R

\o r f m a l0 e c .d g n

M a r c h

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

SMOOTH SLEEVE BAND FLAT BAND

SEMI-CORRUGATED BAND

HELICAL BANDANNULAR BANDSTANDARD BAND CONNECTIONS

SLEEVE JOINT

SIDE VIEW SIDE VIEW SIDE VIEW

END VIEW

END VIEWEND VIEW

Oval Lug

Band Angle

Bar & Strap

Integral Flange Wedge and Strap

Smoother sleeve with center stop.

Stab type joint

ROUND PIPE

DIAMETER

PIPE ARCH

SPAN × RISE

CORRUGATION

Band Band

Band Bolts

Pipe

Band

Bolts

Angle

Pipe

BandBand

Bolts

Pipe heel and toe of angle of corrugation at fillet weld at crest

Rivet, spot weld, or

Angle

Wedge

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

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.

of corrugation at heel and toe of angle

Rivet, spot weld, or fillet weld at crest strap connector

Bolt, bar and

[1] Fabricate annular, helical and semi-corrugated type coupling bands from the same metal as

[2] For helically corrugated pipe with rerolled ends, the nominal corrugations size refers to the dimension of the end corrugation in the pipe.

COUPLING BANDS FOR METAL PIPE CULVERT [1]

[3] Use annular corrugated bands with pipes having annular corrugations or with helical pipe the connecting pipe. Provide coupling bands not more than 3 nominal sheet thicknesses

ANNULAR

CORRUGATED

HELICALLY

CORRUGATED

BANDS [4]

SEMI-

CORRUGATEDSIZE [2]

BANDS [3] BANDS [5]

Band corrugation in pipe end with second annular around band meshes

Continuous corrugation

BoltsBand

602-2

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

MINIMUM BAND WIDTH (INCHES)

1 × 2

1 × 3

3 × 1

5 × 1 78 to 144

36 to 72

78 to 144

36 to 72

78 to 84

42 to 72

12 to 36

87 × 64 to 142 × 91

60 × 46 to 81 × 59

87 × 64 to 142 × 91

60 × 46 to 81 × 59

49 × 33 to 83 × 57

17 × 13 to 42 × 29

10.5

INCHESINCHESINCHES

rerolled with 3" × 1" pipe corrugations.

COUPLING BAND

METAL PIPE CULVERT

having rerolled end to form annular corrugations. A 10.5 inch band is acceptable on

" corrugations. A 12 inch band is acceptable on pipe ends 2 1" × 3

2pipe ends rerolled with 2 steel or 0.048 inch for aluminum. Fasten coupling bands with the following diameter of bolt:

thinner than the thickness of the pipe to be connected, and no thinner than 0.052 inch for or 0.036 inch for aluminum, or a plastic with an equivalent strength to metal.

Use a matching metal having a nominal thickness of not less than 0.040 inch for steel, Smooth sleeve-type couplers and flat bands may be used for pipe diameters of 12" or less.

"2 1" × 3

2The minimum band widths shown for 3" × 1" and 5" × 1" corrugated sizes apply to 2 corrugations on rerolled pipe ends.

diameter, required above 42" diameter

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

Second angle connection optional to 42"

STATE PROJECT

NUMBER

SHEET

H.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS MAL 16 (1)OR

W F

L H

F R

U p d a te

F in a l

D e s ig n \d g n

\d g n \o r f m a l0

F R

\o r f m a l0 e d

.d g n :1

F e b r u a r y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

WWW

NOTE:

underdrain [6]

[4] Use helical corrugated bands with pipes having helically corrugated ends.

[5]

[6]

" for 18" round culvert (21" × 15" pipe arch) or less8

" for 21" round culvert (24" × 18" pipe arch) or more2

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

See Section 704 for bedding and backfill requirements.

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.

MULTIPLE PIPE INSTALLATION

PIPING PLUG

BELOW NATURAL GROUND OR

TRENCH EXCAVATION IN EMBANKMENT

ON UNSTABLE MATERIAL

ABOVE AND BELOW

NATURAL GROUND

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

DIAMETER

or SPAN

PIPE SIZE (H) DEPTH

Roadway embankment Roadway embankment

Natural ground

Toe plate Toe plate

Natural ground Natural ground

Roadway embankment

Roadway excavation

Natural ground

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

Half diameter or whichever is less section

Metal endMetal end section

602-3

STANDARD APPROVED FOR USE 12/1993

DRAFT: 10/2017

REVISED: 4/1994 6/2005

or 36" (max.) for embankment installations 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

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

"/foot of cover,2

STATE PROJECT

NUMBER

SHEET

H.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS MAL 16 (1)OR

W F

L H

F R

U p d a te

F in a l

D e s ig n \d g n

\d g n \o r f m a l0

F R

\o r f m a l0 e e .d g n

F e b r u a r y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

Width

H H

(see table)

Minimum spacing or Span

Diameter or Span

Diameter

2'-0" ±

1'-0" ±

18" ±

18" ±18"±

(min.)

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.)

minimum

1'-0"

TRAFFIC CONTROL QUANTITIES

TABULATION OF TEMPORARY

I.1

STATE PROJECT

NUMBER

SHEET

F L

H D

U p d a te

F in a l

D e s ig n \d g n \d g n \o r f m a l0

\o r f m a l0 n a .d g n

OR FS MAL 16(1)

:0 e p te m b e r

C h e c k e d b y

D r u y v e s te in D e s ig n e d b y

L a u tz e n h e is e

PROJECT LIMIT SIGNING

TEMPORARY TRAFFIC CONTROL PLAN

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

FR 16

ROAD WORK

NEXT 11 MILES

WORK

ROAD

200 feet

MPH

WORK

ROAD

350 feet

ROAD WORK

NEXT 11 MILES

WORK

ROAD

700 feet

'100

MPH

WORK

ROAD

100 feet BUMP

BUMP

NOT

PASS

CENTER

LINE

NOT

PASS

0NO

CENTER

LINE

NOT

PASS

along both sides of the road within project limits.

2. Place NO CENTER LINE signs every 2 miles sides of the road within the project limits.

1. Place DO NOT PASS signs every mile along both

NOTES:

ROAD WORK

END

I.2

STATE PROJECT

NUMBER

SHEET

OR FS MAL 16 (1)

S e p te m b e r

F .0

F L H

F R

U p d a te

F in a l D e s ig n \d g n \d g n \o r-f-m a l0

\o r-f-m a l0 n b .d

C h e c k e d b y

D ru y v e s te in D e s ig n e d b y D

L a u tz e n h e is e r

CENTER

LINE

NOT

PASS

FR 16

100'

350' 350'

100'

G20-2

W20-1 MUTCD No.

612+74.70

FA MAL 16(1)

MP 0.30 TO 11.42

FOREST ROAD 16

END PROJECT

FR 16

G20-2

W16-8P W20-1 over

BEGIN PROJECT

26+03.17

FS MAL 16(1)

MP 0.30 TO MP 11.42

FOREST ROAD 16

G20-1

W20-1

W13-1P W20-1 over

G20-1

W20-1

W13-1P W20-1 over W8-1

W8-1

R4-1 W8-12 over

G20-2

R4-1 W8-12 over

R4-1

R4-1 W8-12 over

FR 15

G20-2

G20-1

See Note 11

G20-1

See Note 11

M in o r R o a d

M a jo r R o a d

W20-1

See Note 10

W20-1

See Note 10

W20-1 over

W16-8P

See Note 9

W20-1 over

W16-8P

See Note 9

W20-1

Ro ad N am e

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

10.

11.

12.

13.

14.

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

W20-1

See Note 10

W20-1

See Note 10

G20-2

Erect all project advance warning signs before starting construction work.

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.

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.

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

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

Ensure all sign supports exposed to impact by traffic meet the requirements of

NCHRP-350 or MASH for crashworthiness.

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

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

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).

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 each end of the project. Show the distance on the G20-1 sign to the nearest whole mile.

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

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

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

Expressway / Freeway

ROAD NAME

ROAD WORK

NEXT xx MILES

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

W13-1P (optional)

W13-1P (optional) xx

MPH

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2014

REVISED:

For…

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