idpfh911_Plans_041316_Sign-Off_2.pdf

N

Williams Creek Rd

S a lm o n R iv e r

F if e L n

S im s

R a n ch R d

Salmon-Challis National Forest

Fife Lane at Williams Creek Rd to

3.0 Miles, a t U

S to S a lm o n

W illia m s C r e e k R d

.6 M ile s a t

U S t o C h a ll is

W il li a m s C r e e k R d

.3 M il e s

BLM Campground

Scale in feet

150 075 150 300 450

VICINITY MAP

A.2

STATE PROJECT

NUMBER

SHEET

ID PFH 91(1)

A

M

F e b r u a r y

U

S S u r ft

D

J W

F L

H D I

D I Q

W W il li a m s C r e e k

S h o u p B r id g e C

A D

D P la n S h e e ts I D

P F

H a .d g n

W

L A

N G

L I T

Z C

P O

T

C h e c k e d b y

D e s ig n e d b y

BEGIN PROJECT

END PROJECT

staging area

Available

100+21.00

(SHOUP) BRIDGE REPLACEMENT

WILLIAMS CREEK

ID PFH 91(1)

114+14.20

(SHOUP) BRIDGE REPLACEMENT

WILLIAMS CREEK

ID PFH 91(1)

DW2

DW1

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

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

W101-1

NPS PMIS NO.: XXXXX DRAWING NO.: XXX-XXXXX

AND ABBREVIATIONS

PLAN SYMBOLS

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

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 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

BH

CP GPS

JH

TP

DI

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

E

RIP

G G

W W

DI

T T

NOTE:

NO SCALE

on the appropriate plan sheet.

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

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub

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

AH

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

BP

BM

BK

ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

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

M.P.

M.L.

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

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

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

Poles (Power, Telephone, Joint Use,

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut wall face

CL

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

N

Fiber Roll or Wattle rte.

rt. or RT reqd.

reinf.

rdwy.

Rd

R/W

R.

R route right required reinforcement roadway

Road right-of-way range radius

LW

lt. or LT

Ls

LPSM

long.

LNFT

Ln lat.

lam.

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

Lane latitude lamination length of curve

P

F e b r u a r y

U

S C

W

F L

H D I

D I Q

W W il li a m s C r e e k

S h o u p B r id g e C

A D

D P la n S h e e ts I D

P F

H a .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.3PFH 91(1)ID

Construction limits

WQ

W water quality west

Sheet and Description

Section C Section E Section F Section G Section H Section I Section J Section K

Typical Section Plan & Profile Landscaping Erosion Control Bridge Drainage Temporary Traffic Control

Permanent Traffic Control ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15703-2500 SOIL EROSION CONTROL,

MULCHING, HYDRAULIC METHOD ACRE 0.6 0.2 0.7

A0140 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 1,409 41 1,450

A0160 15705-0500 SOIL EROSION CONTROL,

TEMPORARY CULVERT PIPE

(18-INCH) LNFT 23 23

A0180 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 1,806 66 1,872

A0200 15705-2000 SOIL EROSION CONTROL,

FLOATING TURBIDITY CURTAIN LNFT 90 90

A0220 15706-1100 SOIL EROSION CONTROL, INLET

PROTECTION TYPE A EACH 3 3

A0240 15706-1600 SOIL EROSION CONTROL,

STABILIZED CONSTRUCTION EXIT EACH 1 1

A0260 20101-0000 CLEARING AND GRUBBING ACRE 1.3 1.3

A0280 20220-1000 REMOVAL, INDIVIDUAL TREE EACH 30 30

A0300 20301-1600 REMOVAL OF MAILBOX(3

MAILBOXES, 1 NEWSPAPER BOX) EACH 4 4

A0320 20301-2300 REMOVAL OF SIGN/MARKER EACH 13 13

A0340 20302-0700 REMOVAL OF FENCE LNFT 791 9 800

A0360 20302-1300 REMOVAL OF GUARDRAIL,

CONCRETE BARRIER LNFT 188 188

A0380 20302-2100 REMOVAL OF PIPE CULVERT LNFT 109 2 111

A0400 20304-2000 REMOVAL OF BRIDGE LPSM ALL ALL

A0420 20401-0000 ROADWAY EXCAVATION CUYD 1,335 101 231 1,667

A0440 20410-0000 SELECT BORROW CUYD 177 6,362 236 6,775

A0460 20441-0000 WASTE CUYD 6,871 329 7,200

A0480 20701-0100 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE A SQYD 627 23 650

A0500 20702-0600 GEOTEXTILE FILTER, CLASS 2,

TYPE A SQYD 737 737

A0520 20801-0000 STRUCTURE EXCAVATION CUYD 1,150 290 1,440

A0540 20815-0000 COFFERDAMS LPSM ALL ALL

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

-A pr -2

8:

PM

J:

\8

W

FL

H

D

ID

IQ

\8

W W ill ia m s

C re ek (S ho up

B ri dg e\

C os t_ Es tim at es \1

Es tim at e-

_1

_W

M _M

AS

TE

R .x ls x]

Sh ee t

STATE PROJECT

B.1PFH 91(1)ID

SHEET

NUMBER

Typical Section Plan & Profile Landscaping Erosion Control Bridge Drainage Temporary Traffic Control

Permanent Traffic Control ALLOWANCE Bid Schedule

A0560 25101-0100 PLACED RIPRAP, METHOD A,

CLASS 1 CUYD 68 12 80

A0580 25101-2000 PLACED RIPRAP, METHOD B CUYD 49 6 55

A0600 25101-2100 PLACED RIPRAP, METHOD B,

CLASS 1 CUYD 246 246

A0620 25101-2500 PLACED RIPRAP, METHOD B,

CLASS 5 CUYD 615 615

A0640 25701-0200 CONTRACTOR FURNISHED

MECHANICALLY STABILIZED EARTH

WALL DESIGN LPSM ALL ALL

A0660 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 2,905 487 153 3,545

A0680 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 1,434 311 88 1,833

A0700 41201-0000 TACK COAT TON 3 1 1 5

A0720 55101-1600 STEEL H-PILE, 12 X 74, IN

PLACE LNFT 610 610

A0740 55104-1000 DYNAMIC PILE LOAD TEST EACH 2 2

A0760 55201-0200 STRUCTURAL CONCRETE, CLASS A

(AE) CUYD 150 150

A0780 55201-0200 STRUCTURAL CONCRETE, CLASS A

(AE)(INTERNALLY CURED) CUYD 280 280

A0800 55203-2000 STRUCTURAL CONCRETE, CLASS D

(AE), FOR APPROACH SLABS,

TYPE 2 CUYD 40 40

A0820 55235-0000 EXPANSION JOINTS LNFT 71 71

A0840 55401-1000 REINFORCING STEEL LB 43,600 43,600

A0860 55401-2000 REINFORCING STEEL, EPOXY

COATED LB 91,700 91,700

A0880 55501-0000 STRUCTURAL STEEL LPSM ALL ALL

A0900 55601-1200 BRIDGE RAILING, STEEL, THREE

RAIL LNFT 519 519

A0920 56201-0000 BRIDGE ERECTION SYSTEM(BRIDGE

SLIDE) LPSM ALL ALL

A0940 56202-0000 TEMPORARY SUPPORT STRUCTURE LPSM ALL ALL

A0960 56202-0000 TEMPORARY SUPPORT

STRUCTURE(WORK BRIDGE) LPSM ALL ALL

A0980 56401-1000 BEARING DEVICE, ELASTOMERIC EACH 4 4

A1000 58101-1000 CABLES AND ANCHOR COMPONENTS,

MAIN CABLE SYSTEM LPSM ALL ALL

A1020 60201-0600 18-INCH PIPE CULVERT LNFT 233 233

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-A pr -2

8:

PM

J:

\8

W

FL

H

D

ID

IQ

\8

W W ill ia m s

C re ek (S ho up

B ri dg e\

C os t_ Es tim at es \1

Es tim at e-

_1

_W

M _M

AS

TE

R .x ls x]

Sh ee t (2

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.2PFH 91(1)ID

Typical Section Plan & Profile Landscaping Erosion Control Bridge Drainage Temporary Traffic Control

Permanent Traffic Control ALLOWANCE Bid Schedule

A1040 60202-0500 30-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT (35"x24" ARCH) LNFT 60 60

A1060 60210-0600 END SECTION FOR 18-INCH PIPE

CULVERT EACH 5 5

A1080 60211-0900 END SECTION FOR 30-INCH

EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT

(35x24" ARCH) EACH 2 2

A1100 60212-0600 ELBOW, 18-INCH EACH 2 2

A1120 60404-1000 CATCH BASIN, FLH TYPE 1 EACH 3 3

A1140 60602-0500 PIPE ANCHOR ASSEMBLY, 18-INCH EACH 2 2

A1160 60901-2100 CURB, ASPHALT, 4-INCH DEPTH LNFT 415 10 425

A1180 61110-1000 IRRIGATION SYSTEM LPSM ALL ALL

A1200 61701-1250 GUARDRAIL SYSTEM G4, TYPE 2,

CLASS A WOOD POSTS LNFT 250 250

A1220 61702-0800 TERMINAL SECTION TYPE

TANGENT(TL-2) EACH 4 4

A1240 61707-0000 STRUCTURE TRANSITION RAILING LNFT 84 84

A1260 61901-0900 FENCE, BARBED WIRE, 4

STRAND(TYPE 5B, METAL POSTS) LNFT 409 21 430

A1280 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 40 40

A1300 62201-0950 WHEEL LOADER, 3 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 40 40

A1320 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 40 40

A1340 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY HOUR 40 40

A1360 62301-0000 GENERAL LABOR HOUR 40 40

A1380 62409-0000 PLACING MANUFACTURED TOPSOIL

(50% CONSERVED TOPSOIL 50%

MATURE COMPOST) CUYD 48 48

A1400 62501-0000 TURF ESTABLISHMENT ACRE 1.3 1.3

A1420 62616-2300 PRUNUS VIRGINIANA,

CHOKECHERRY, 18-INCH TO

36-INCH HEIGHT, CONTAINER

GROWN(1-3 GALLON CONTAINERS) EACH 300 300

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-A pr -2

8:

PM

J:

\8

W

FL

H

D

ID

IQ

\8

W W ill ia m s

C re ek (S ho up

B ri dg e\

C os t_ Es tim at es \1

Es tim at e-

_1

_W

M _M

AS

TE

R .x ls x]

Sh ee t (3

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.3PFH 91(1)ID

Typical Section Plan & Profile Landscaping Erosion Control Bridge Drainage Temporary Traffic Control

Permanent Traffic Control ALLOWANCE Bid Schedule

A1440 62619-0450 SALIX EXIGUA, COYOTE WILLOW,

12-INCH TO 18-INCH, CONTAINER

GROWN(1-3 GALLON CONTAINERS) EACH 70 70

A1460 62630-0300 PLANTINGS, SEEDLINGS,

CONTAINER GROWN(CORNUS

SERICEA RED OSIER DOGWOOD,

(24-INCH TO 30-INCH HEIGHT),

(1-3 GALLON CONTAINERS)) EACH 350 350

A1480 62630-0300 PLANTINGS, SEEDLINGS,

CONTAINER GROWN(BLACK

COTTONWOOD (POPULUS

BALSAMIFERA TRICHOCARPA),

5-10 GALLON CONTAINERS) EACH 60 60

A1500 62901-0700 ROLLED EROSION CONTROL

PRODUCT, TYPE 2.C SQYD 3,274 326 3,600

A1520 62901-0800 ROLLED EROSION CONTROL

PRODUCT, TYPE 2.D SQYD 189 11 200

A1540 63302-0000 SIGN SYSTEM SQFT 23 23

A1560 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID LNFT 10,070 30 10,100

A1580 63501-2000 TEMPORARY TRAFFIC CONTROL,

TRAFFIC SIGNAL SYSTEM LPSM ALL ALL

A1600 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 5 5

A1620 63502-0700 TEMPORARY TRAFFIC CONTROL,

CONE EACH 20 20

A1640 63502-1050 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER EACH 50 50

A1660 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 35 5 40

A1680 63502-1500 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE A EACH 17 3 20

A1700 63502-2100 TEMPORARY TRAFFIC CONTROL,

CRASH CUSHION EACH 4 4

A1720 63503-0400 TEMPORARY TRAFFIC CONTROL,

CONCRETE BARRIER LNFT 338 2 340

A1740 63503-0700 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS LNFT 2,012 88 2,100

A1760 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 241 4 245

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-A pr -2

8:

PM

J:

\8

W

FL

H

D

ID

IQ

\8

W W ill ia m s

C re ek (S ho up

B ri dg e\

C os t_ Es tim at es \1

Es tim at e-

_1

_W

M _M

AS

TE

R .x ls x]

Sh ee t (4

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.4PFH 91(1)ID

Typical Section Plan & Profile Landscaping Erosion Control Bridge Drainage Temporary Traffic Control

Permanent Traffic Control ALLOWANCE Bid Schedule

A1780 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 443 7 450

A1800 63507-0800 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE

SIGN DAY 443 7 450

A1820 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER FXHR 600 600

A1840 64603-0200 FIXTURE, MAILBOX EACH 3 3

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-A pr -2

8:

PM

J:

\8

W

FL

H

D

ID

IQ

\8

W W ill ia m s

C re ek (S ho up

B ri dg e\

C os t_ Es tim at es \1

Es tim at e-

_1

_W

M _M

AS

TE

R .x ls x]

Sh ee t (5

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.5PFH 91(1)ID

QUANTITIES

TYPICAL SECTION

TABULATION OF

C.1

STATE PROJECT

NUMBER

SHEET

ID PFH 91(1)

M a r c h

U

S S u r ft

W

F L

H D I

D I Q

W W il li a m s C r e e k

S h o u p B r id g e C

A D

D P la n S h e e ts I D

P F

H c .d g n

W

L A

N G

L I T

Z C

P O

T

C h e c k e d b y

D e s ig n e d b y

Scale in feet

2.5 01.25 2.5 5 7.5

LC

Construction

Shoulder

5’

Traveled way

11’

Shoulder

5’

Traveled way

11’

Profile grade

ROADWAY TYPICAL SECTIONS

Clear zone

14’

FOOTNOTE:

2’

L

20’

Fife

20’

Fife

12’

12’

Varies

DW2 (Cole)

2’

1:2

1:2 1:2

1:2

1:

1:

2 1:

1:

Turf establishment

Turf establishment lo p e s ta k e l im it

S lo p e s ta k e l im it

C.2

STATE PROJECT

NUMBER

SHEET

ID PFH 91(1)

e b r u a r y

U

S S u r ft

W

F L

H D I

D I Q

W W il li a m s C r e e k

S h o u p B r id g e C

A D

D P la n S h e e ts I D

P F

H c .d g n

W

L A

N G

L I T

Z C

P O

T

C h e c k e d b y

D e s ig n e d b y

[4] [4]

1:10 [1]

1:2 [1]

Roadway aggregate, method 2, 6" Compacted depth Roadway aggregate, method 2, 6" Compacted depth Roadway aggregate, method 2, 6" Compacted depth

105+18.75 to 114+14.20 100+21.00 to 102+52.25

TYPICAL ROADWAY SECTION

10+16.00 to 10+51.71

TYPICAL ROADWAY SECTION - FIFE

10+51.71 to 11+69.50

TYPICAL ROADWAY SECTION - FIFE

30+16.00 to 30+44.96

TYPICAL ROADWAY SECTION - DW2

30+44.96 to 30+76.82

TYPICAL ROADWAY SECTION - DW2

Roadway aggregate, method 2, 6" Compacted depthRoadway aggregate, method 2, 6" Compacted depth

[1] 1:10

[1

1:

[1]

1:4

[2]2% [2]2%

1:4

1:2

[2]2%

[2]2%

[2]2%

[2]2%

[2]2%

[1]

[2]

[3]

[4] le a r in g l im it

C le a r in g l im it

5’-0’5’-0"

0.25 D

0.25 D

Slope stake

10’-0’

5’-0"5’-0"

D

D

Va ria ble

ROUNDING DETAIL

[5]CUT SLOPE

ROUNDING DETAIL

[5]FILL SLOPE

[5] ground

Existing ground

Existing

Slope stake

Roadway aggregate, method 2, 10" Compacted depth

20+16.00 to 21+16.93

TYPICAL ROADWAY SECTION - DW1

front slope rounding distance proportionally.

the cut height dimension and reduce the

For cut heights less than "D" reduce "D" to

See sheet E.1 for guardrail stationing.

See sheets E.5-E.7 for pavement limits.

staking report data listing.

Superelevate roadway as indicated in the report data listing.

Construct slopes as shown in the staking tack coat between lifts place in 3 equal lifts

6" Compacted depth, Asphalt concrete pavement, [3]tack coat between lifts place in 2 equal lifts 4" Compacted depth, Asphalt concrete pavement, [3]tack coat between lifts place in 2 equal lifts 4" Compacted depth, Asphalt concrete pavement, [3]tack coat between lifts place in 2 equal lifts 4" Compacted depth, Asphalt concrete pavement, Profile grade Profile grade Profile grade

Profile gradeProfile grade

Va ria ble

DW1

DW2

LOCATION [2] SIDE

ITEM 61701-1250

GUARDRAIL SYSTEM G4,

TYPE 2, CLASS A WOOD

POSTS

(LNFT)

ITEM 61702-0800

TERMINAL SECTION TYPE

TANGENT (TL-2)

(EACH)

REMARKS

101+59.73 TO 102+55.67 LT 50.0 1 See H.2 for quantity of structural transition

101+59.73 TO 102+55.67 RT 50.0 1 See H.2 for quantity of structural transition

105+15.34 TO 105+98.78 LT 37.5 1 See H.2 for quantity of structural transition

105+15.34 TO 106+77.03 RT 112.5 1 See H.2 for quantity of structural transition

250.0 4

GUARDRAIL

TOTAL

ITEM NO. DESCRIPTION UNIT QUANTITY

20702-0600 GEOTEXTILE FILTER, CLASS 2, TYPE A SQYD 737

20801-0000 STRUCTURE EXCAVATION CUYD 1150

25101-2100 PLACED RIPRAP, METHOD B, CLASS 1 CUYD 246

25101-2500 PLACED RIPRAP, METHOD B, CLASS 5 CUYD 615

RIPRAP QUANTITIES

ITEM NO. DESCRIPTION UNIT QUANTITY

20101-0000 CLEARING AND GRUBBING ACRE 1.3

20220-1000 REMOVAL, INDIVIDUAL TREE EACH 30

20301-1600 REMOVAL OF MAILBOX (3 MAILBOXES, 1 NEWSPAPER BOX) EACH 4

20302-0700 REMOVAL OF FENCE LNFT 791

20302-1300 REMOVAL OF GUARDRAIL, CONCRETE BARRIER LNFT 188

20401-0000 ROADWAY EXCAVATION CUYD 1335

FOR INFORMATION ONLY EMBANKMENT CONSTRUCTION CUYD 1512

20410-0000 SELECT BORROW [1] CUYD 177

60901-2100 CURB, ASPHALT, 4-INCH DEPTH LNFT 415

61901-0900 FENCE, BARBED WIRE, 4 STRAND LNFT 409

64603-0200 FIXTURE, MAILBOX EACH 3

ROADWAY QUANTITIES

40454045

GPS

13102

CP

13101

BDRY PRCK 3000-05

APRT6000-12

APRT6000-12A

SAMN 042 R88

P K

IR

5/8"IR W/NO CAP

IR

1/2"IR W/NO CAP

5/8"IR W/FHWA ALUM CAP

Elev 4050.133

E 68001.227

N 51122.874

13102

CAP IDT LS8797

1"DIA STEEL

T

T

T

TP-5

B-3

B-2

TP-1

TP-2

B-1

ALUM CAP

5/8"IR W/FHWA

Elev 4045.845

E 68527.312

N 51148.929

13101

P O

T

.0

,0

.5

,0

.2

-0.6483%

82’ VC

K = 31

,0

.5

+2.00 00%

-2.0000%

180’ VC

K = 45

SSD = 360’

project limits pavement within

Remove existing

Existing Ground

Profile Grade

Existing Bridge

PT 101+46.15, 16.00’ Rt.

R

S a lm o n R iv e r

N

Scale in feet

20 0 20 40 6010

Williams Creek Rd

U S H ig h w a y

R

’R

Match exist.

100+21.00, 46.29’ Lt.

Match exist.

100+36.04, 56.14’ Rt.

Match exist.

100+36.04, 78.89’ Rt. PCC 100+67.33, 32.18’ Rt.

Begin new pavement pavement match exist.

100+21.00 Sawcutting

Protect exist. tree to be relocated by others.

Exist. underground telephone

Begin fence

104+87.90, 54.85’ Lt.

FOOTNOTE:

18 total Removal, individual tree

PT 100+52.12, 16.00’ Lt.

constructed Line to be

Match exist.

PC 100+37.04, 78.87’ Rt.

CUYD

EXC.

CUYD

EMB.

105+50104+50103+50102+50101+50100+5099+50

4040 4040

4042 4042

4044 4044

4046 4046

4048 4048

4050 4050

4052 4052

4054 4054

4056 4056

El=4,047.56

E=68,479.38

N=51,134.98

102+47 to 102+74 concrete barrier L=27’ Removal of guardrail, 102+07 to 102+74 concrete barrier L=67’ Removal of guardrail, 104+97 to 105+63 concrete barrier L=67’ Removal of guardrail, 104+97 to 105+24 concrete barrier L=27’ Removal of guardrail, L=112’ 4-inch depth

[1]Curb, asphalt, L=114’ 4-inch depth

[1]Curb, asphalt, BEGIN PROJECT & FULL DEPTH RECONSTRUCTION

4-inch depth L=135’

[1]Curb, asphalt, H.40 for details sheets H.39 and MSE wall, See

I.2 for details

See sheet

Drainage swale, for details See sheet I.3 Drainage swale, for details See sheet I.2 Curb bulbout

Guardrail, Lt & Rt

Guardrail, Lt

Guardrail, Rt

Construction limits

Construction limits

Terminal section type tangent - test level 2

100+21.00

REPLACEMENT

WILLIAMS CREEK (SHOUP) BRIDGE

ID PFH 91(1)

Begin curb, asphalt 101+59.53, 16.00’ Rt.

Begin Bridge 102+52.25

End Bridge 105+18.75 be relocated by others and telephone to Exist. overhead power see sheet I.2 Pipe culvert

Begin curb, asphalt 101+57.83, 16.00’ Lt.

End curb, asphalt 102+71.42, 16.00’ Lt.

Begin curb, asphalt

104+99.42, 16.00’ Rt.

Begin curb, asphalt 104+99.12, 16.00’ Rt.

Edge of pavement

ALUM CAP

5/8"IR W/FHWA

Elev 4050.133

E 68001.227

N 51122.874

13102

4-inch depth L=54’

[1]Curb, asphalt, H.1-40 for details bridge, See sheets and construct new

Remove existing bridge

End curb, asphalt 102+71.42, 16.00’ Rt.

pavement Edge of

See Section 562 Temporary retaining wall, Match exist.

46.35’ Lt.

PC 100+22.10,

UTILITY CONTACT LIST:

208-525-4262

Century Link

Chad Fairchild

Telephone:

208-908-8799 (Mobile)

208-388-2747

Idaho Power

Edward Kosydar, PE, PMP

Power:

6"

" R2

1" R

8"

Pavement

CONCRETE CURB DETAIL

EXTRUDED ASPHALT

Tack coat

See curb detail this sheet.[1]

" 4

18" Pipe culvert riprap. See sheet E.8 Method B, class 5 riprap. See sheet E.9 Method B, class 5

E.2

STATE PROJECT

NUMBER

SHEET

ID PFH 91(1)

M a r c h

U

S S u r ft

W

F L

H D I

D I Q

W W il li a m s C r e e k

S h o u p B r id g e C

A D

D P la n S h e e ts I D

P F

H e .d g n

W

L A

N G

L I T

Z C

P O

T

C h e c k e d b y

D e s ig n e d b

-9 .0

,0

.8

,0

.7

P O

T

.0

POT 21+16.93

Curve= C67

D

R= 21.00’

T= 29.50’

Curve= C68

D

R= 75.00’

T= 16.86’

P C

.1

PT 20+66.16PC 20+72.67

PT 21+05.83

e= 0.020 L= 33.16’ e= 0.020 L= 39.99’

Point Northing Easting Elevation Notes

APPROACH LAYOUT INFORMATION

DW1

Scale in feet

20 0 20 40 6010

N

DW1 construction LC

DW1 20+00.00

Mainline 108+11.12=

DW1

Existing Ground

Profile Grade

Pavement edge

Pavement edge

Pavement edge

Match exist.

Match exist.

Pavement edge

Pavement edge

CUYD

EXC.

CUYD

EMB.

21+0020+00

4036 4036

4038 4038

4040 4040

4042 4042

4044 4044

4046 4046

4048 4048

4050 4050

4052 4052

4046.80

BEGIN CONSTRUCTION

El=4,046.84

E=67,695.53

N=51,181.31

20+16.00

El=4,044.76

E=67,707.30

N=51,206.57

20+39.43

CONSTRUCTION

END

Match exist.

51,197.98

51,204.68

51,213.40

51,200.19

51,194.34

51,195.03

51,189.99

51,180.47

67,671.19

67,683.68

67,686.30

47,723.73

47,723.26

67,714.43

67,709.03

67,716.38

4046.78

4045.63

4044.96

4143.98

4044.24

4044.98

4045.69

1 2

10’R

R

R

E.6

STATE PROJECT

NUMBER

SHEET

ID PFH 91(1)

M a r c h

U

S S u r ft

W

F L

H D I

D I Q

W W il li a m s C r e e k

S h o u p B r id g e C

A D

D P la n S h e e ts I D

P F

H e .d g n

W

L A

N G

L I T

Z C

P O

T

C h e c k e d b y

D e s ig n e d b y

Pavement limits

N

2’

2’

A

A

B B

SECTION A-A

SECTION B-B

26’

Scale in feet

10 0 10 20 305

FOOTNOTE:

Scale in feet

5 0 5 10 152.5

A

A

18’

Exist. ground

Exist. ground

PLAN - ABUTMENT 1

4037 [1]

100 yr. flood = 4044.23

OHWM = 4037

3’

4033 [1]

Sheet 1 of 2

RIPRAP DETAILS

Geotextile

Class 2, Type A

Geotextile

Class 2, Type A

25’

Method B, class 5 riprap

Method B, class 5 riprap

Method B, class 1 riprap

Method B, class 1 riprap

Depth of method B, class 5 riprap toe 3’ minimum below existing ground.[1]

E.8

STATE PROJECT

NUMBER

SHEET

ID PFH 91(1)

a r c h

U

S S u r ft

W

F L

H D I

D I Q

W W il li a m s C r e e k

S h o u p B r id g e C

A D

D P la n S h e e ts I D

P F

H e .d g n

K

K R

C M

A J

R A

M S

D E

N

C h e c k e d b y

D e s ig n e d b

N

Scale in feet

10 0 10 20 305

2’

.5

2’

.5

FOOTNOTE:

A

A

B B

C C

D

D

E

E

F

F

2’

2’

SECTION A-A

SECTION B-B

14’

SECTION C-C

32’

2’

2’

SECTION D-D

SECTION E-E

SECTION F-F

1.5

1.5

6’

1.5

9’

21’

.5

.5

32’ beyond R/W No disturbance

Scale in feet

5 0 5 10 152.5

10’

Exist. ground ground Exist.

Exist. ground ground Exist.

ground Exist.

ground Exist.PLAN - ABUTMENT 2

4039 [1]

4032 [1]

4040 [2]

4042 [2]

100 yr. flood = 4044.23

OHWM = 4037

25’

Sheet 2 of 2

RIPRAP DETAILS

Class 2, Type A Geotextile

Class 2, Type A Geotextile

Class 2, Type A Geotextile

Class 2, Type A Geotextile

Class 2, Type A Geotextile

Type A Class 2, Geotextile class 5 riprap Method B, class 5 riprap Method B, class 5 riprap Method B, class 5 riprap Method B, class 5 riprap Method B, class 5 riprap Method B, class 1 riprap Method B, class 1 riprap Method B, class 1 riprap Method B, class 1 riprap Method B, class 1 riprap Method B, class 1 riprap Method B, Top of method B, class 5 riprap extends to existing ground.[2]

Depth of method B, class 5 riprap toe 3’ minimum below existing ground.[1]

E.9

STATE PROJECT

NUMBER

SHEET

ID PFH 91(1)

a r c h

U

S S u r ft

W

F L

H D I

D I Q

W W il li a m s C r e e k

S h o u p B r id g e C

A D

D P la n S h e e ts I D

P F

H e .d g n

K

K R

C M

A J

R A

M S

D E

N

C h e c k e d b y

D e s ig n e d b

"2 1than

" plain round washer.4

S e e N o te ty p

(t yp

6"

(t yp

6" (typ.)

8"

(typ.)

8" ty p

STANDARD APPROVED FOR USE 1/1994

DRAFT: 10/2013

REVISED: 4/1994 6/2005

617-10

WOOD POSTS

G4 W-BEAM GUARDRAIL

See Special Contract Requirements when 7’-0" or longer posts

Standards 617-13 or 617-24.

" splice bolt slot.8 1" x 132

" post bolt slot at 6’-3"2 1" x 24

"4

"16 1"16

" x 18"8

" RECESS NUT8

5" GUARDRAIL BOLT8

"4

25"

18"

10"

2"

" minimum8

" minimum4

4" minimum

4" minimum

4" minimum

6’-0"

6’-0"

Post spacing 6’-3"

" x 18" guardrail post bolt8

" guardrail splice 4 1" x 18 ty p

" dia. hole4

" recess nut8

" deep16 11" dia. x

8"8"

"32

"16

"16

"16

2" "4 14"4

See Note 2

2’-0" (typ.)

"8

"16

"32

2"

3"

"4

" deep4 1" high and 2

" dia. holes (typ.)4 t o e d g e

"4

"16

"16

" R16

" R16

NOTE:

NO SCALE

on terminal sections

All posts except those nut by more extend beyond

Thread not to

5.

4.

3.

2.

1.

recess both sides o r g r o u n d l in e o f p a v e m e n t

W BEAM RAIL

SECTION A-A

RAIL ELEVATION

spacing, center to center about

Symmetrical

A

A

Splice bolt slots

Thickness

Sheet

8 required, each end of rail

CL

slots

Splice bolt

Neutral axis

When encountering impenetrable material, see including its appearance, and accepted manufacturing practices.

those consistent with the proper functioning of the part, Dimensional tolerances not shown or implied are intended to be

Alternate reflector tab shapes are acceptable.

Install reflector tab between post bolt and rail, every fourth post.

arrangement is specified.

See Special Contract Requirements when the alternative hole are specified.

Post and block bolts and nuts (8 per splice)

Lap in direction of traffic

Post length stamp future overlays to accommodate raising guardrail

Upper 2 holes for

L

L Thread Length

POST BOLT ASSEMBLY

POST AND BLOCK DETAIL

STANDARD HOLE ARRANGEMENT

GUARDRAIL BOLT AND RECESS NUT

POST AND BLOCK DETAIL

ALTERNATE HOLE ARRANGEMENT

TYPICAL GUARDRAIL CROSS SECTIONSTANDARD POST SECTION

POST SPACING

(See Note 4)

REFLECTOR TAB

1:10 or flatter slope groundline at face of rail

Edge of pavement or rail as applicable ground line at face of

Edge of pavement or guardrail bolt

W beam rail placed front and rear

Reflective sheeting nail on each side of block

Toenail with one 16d galvanized

Traffic Hinge line of foreslope steeper than fill slope

Variable slope but not terminal sections approach and departure

Widening required for

Subgrade shoulder.

shown on typical section sheet

Aggregate base or as fill slope

Variable

STATE PROJECT

NUMBER

SHEET

E.10

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

J a n u a r y

U

W

F L

H D I

D I Q

W W il li a m s C r e e k

S h o u p B r id g e C

A D

D P la n S h e e ts I D

P F

H e .d g n

PFH 91(1)ID

(ft)

3 (> 45 mph)

2 (= 45 mph) m in

37.5

NOTE:

the standard post section.

face of the last two post blocks in

Tangent line projected from the

3.

2.

1.

according to manufacturer’s recommendations

Install a reflectorized object marker

ELEVATION

PLAN

TEST LEVEL

Pay limits terminal section type tangent

Guardrail system G4

Pay limits fl a tt e r o r

(min.)

10’

Taper Length

L post section

Standard

Length of Need m in

’ 5 embankment

Edge of widened

TYPE TANGENT TERMINAL

G4 W-BEAM GUARDRAIL

See manufacturer’s drawings for other details.

taper per manufacturer’s recommendations.

end farther away from the edge of the shoulder, or use a

Install terminal at a 1:25 taper or flatter, to position the that terminal meets appropriate test level for the project.

W-beam guardrail terminal that meets NCHRP-350. Ensure manufacturer’s details may vary. Install a tangent G4

Details shown are to be used as a general guide since

E.11

STATE PROJECT

NUMBER

SHEET

ID PFH 91(1)

e b r u a r y

U

W

F L

H D I

D I Q

W W il li a m s C r e e k

S h o u p B r id g e C

A D

D P la n S h e e ts I D

P F

H e .d g n

W

L A

N G

L I T

Z C

P O

T

C h e c k e d b y

D e s ig n e d b mph

150 ft

100 ft

100 ft

65 ft mph mph

8" to 12"

6’

6"

8’

10’

12’

> 12’

> 40

= 40

= 55

= 55

65 ft

65 ft

295 ft

200 ft

150 ft

65 ft

150 ft

100 ft

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE --/----

DRAFT: 11/2014

REVISED:

W646-1

AND INSTALLATION

MAILBOX TURNOUT

6’

8’

8’

8’

6" to 8"

6" to 8"

6" to 8"

6" to 8"

6" to 8"

6"

6"

(min.)

6’-7"

(min.)

16’-5" m a x m in m a x m in

200 ft

100 ft posts embedded not more than 24" in the ground.

1.5" to 2" diameter standard steel or aluminum pipe

Posts may be 4" x 4" or 4" diameter wood posts or

J a n u a r y

U

W

F L

H D I

D I Q

W W il li a m s C r e e k

S h o u p B r id g e C

A D

D P la n S h e e ts I D

P F

H e a .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

E.12PFH 91(1)ID

DIRECTION OF TRAVEL

MAILBOX TURNOUT

PREFERRED MINIMUM

TAPER

PREFERRED MINIMUM

D4

D3

ON CROSS ROAD

DISTANCE TO MAILBOX

AT INTERSECTIONS

MAILBOX TURNOUT LOCATION

n × Vc × Vm > 4000

ON MAIN ROAD

DISTANCE "D1" TO MAILBOX

n × Vc × Vm = 4000

= 50 50 < > 400= 400

DISTANCE "D2" TO MAILBOX ON MAIN ROAD

SPEED

ROAD

MAIN

Street

Residential

Street w/curb

Residential

< 400

400 - 1500

1500 - 10,000

> 10,000

TURNOUT DIMENSION TABLE

PREFERRED MINIMUMADT

MAIN ROAD

GUARDRAIL AREAS

RESIDENTIAL AREA WITH CURB

TYPICAL MAILBOX LOCATIONS

MAILBOX TURNOUT

Not applicable

6.

5.

4.

3.

2.

1.

D

D

NOTE:

NO SCALE

SPEED

ROAD

MAIN

D1 D2

SPEED

20:1

4:1

T1

12:1

2.5:1

T2 O ff s e t

W id th

Variable

T2 T1

TURNOUT WIDTH MAILBOX OFFSET

receptacle(s)

Newspaper

E d g e o f tr a v e le d w a y

E d g e o f tr a v e le d w a y

Through road shoulder

Edge of travel way

Edge of shoulder private approach

Commercial or

Cross road shoulder

STOP sign Mailbox turnout

Main Road

Vc = ADT on cross road

Vm = ADT on main road n = Number of mailboxes at mail stop

Variables

C r o s s R o a d

STOP sign

C r o s s R o a d

1.5n - 0.5

Vc

1.5n - 0.5

Vc

1.5n - 0.5

Vc offset

Mailbox width

Turnout offset

Mailbox width

Turnout offset

Mailbox

NCHRP Report 350.

AASHTO Manual for Assessing Safety Hardware (MASH) or

Mailbox supports shall conform to the requirements of the the adjacent roadway section.

Use the same pavement structure for mailbox turnouts as receptacle below the bottom surface of the mailbox.

are mounted in combinations, mount the newspaper receptacles. When the newspaper receptacles and mailboxes

The set back and required support also apply to mailbox distances cannot be obtained.

far side of approach road entrances unless the minimum shown in the Mailbox Turnout Detail. Place mail boxes on the radius from the roadway shoulder to the turnout shoulder as approach may be skewed as shown. Blend the approach

Do not skew mailbox turnouts, however, the adjacent intersection curve radii.

Move mailbox turnout so that it does not overlap the

4" x 4"

H is usually 3’-4" to 4’-0".

Nominal 2"

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE --/----

DRAFT: 11/2014

REVISED:

W646-2

SERIES A

MAILBOX ASSEMBLY

" x 3" long16

" 8 3Nominal 2

" 2 1Nominal

" Ø2

" long16 11" x 16

" long2 1" x 416

" Ø16

"4 3Nominal 2

" Ø16

" long16 11" x 32

" "2

1" x 116

"2 1" x 116

" R2

7"

"2

"16 1"8

"16

"16

"2 1" x 4

9"

"2 14 "

1"

15"

"2

2"

"2

"4 32"4

"4

3" "2 11"4

J a n u a r y

U

W

F L

H D I

D I Q

W W il li a m s C r e e k

S h o u p B r id g e C

A D

D P la n S h e e ts I D

P F

H e a .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

E.13PFH 91(1)ID

SPACING FOR MULTIPLE INSTALLATION

BRACKETANTI-TWIST PLATE

PLATFORM

SHELF

CLAMP

SPACER

DOUBLE MAILBOX INSTALLATION

SINGLE MAILBOX INSTALLATION

1.

as established by the the U.S. Postal Service.

height of mailbox above ground level are

Spacing between multiple mailboxes and

NO SCALE

NOTE:

Ground Line m e ta l p o s ts m a x d e p th f o r

Platform

1-lockwaher, 1-nut

2-washers, bolt (stove bolt), slotted round head

1-lockwasher, 1-nut hex bolt, 2-washers, standard weight pipe muffler clamps

Length to fit

Bracket

Shelf

Platform

1-lockwasher, 1-nut hex bolt, 2-washers, standard pipe with pipe supports

Anti-twist plate welded

Bracket wooden post

1-lockwasher, 1-nut hex bolt, 2-washers, m a x d e p th

See Note 1

H (min.)

See Note 1

H (min.)

S e e N o te

H

4 - holes

Bend muffler clamp

8 - slots

8 - slots

4 - holes

6 - slots8 - holes

"16

"4

4"4"

"16

DETAIL APPROVED FOR USE 9/2010

REVISED:

Sheet 1 of 3

IDAHO FENCE

W619-50

8’-3" post spacing8’-3" post spacing8’-3" post spacing

M e s h

6" 6"

" 9

" 7

12’-0" post spacing (3-B-2)

12’-0" post spacing (3-B-1)

6"

3" "2

4"

"2

5" "2

6"

7"

8"

12’-0" post spacing

M e s h

M e s h

M e s h section if over 20"

" 3

" 3

16’-6" – post spacing

16’-6" – post spacing

16’-6" – post spacing

" 3

" 3

M e s h

6"

"3

M e s h

M e s h 8

12’-0" post spacing

"4

"5 one wrap for each 6 inches of mesh

2" x 4" Mesh wire fabric

12’-0" post spacing

3" staples. Rotate staple

"–4 except that 1-inch staples may be used in locust posts.

Furnish 9 gage staples with a minimum length of 1.5-inch, terminal, or braces; and a 4-inch minimum distance between

Provide minimum 17.5-inch circumference posts for corner, opposite faces or between any face and an opposite corner.

circumference and a 3-inch minimum distance between

Provide line posts having a minimum 10-inch post

12’-0" post spacing

6’-0"6’-0"

NOTE:

NO SCALE

FENCE TYPE 1

FENCE TYPE 3

FENCE TYPE 5

WOOD POST STAPLE DETAIL

FENCE TYPE 33

FENCE TYPE 2

Side Front

Wood post

Staple Detail

See Wood Post

Wood post

Wood post (typ.)

Grade 125, or2 1 Grade 60, No. 122

1of Table 1: No. 12

Grade 125.2

3.

2.

1.

Metal post

Anchor plate

1-A Wood 1-B Metal

3-B-1 Metal 3-B-2 Metal

3-A Wood Metal post

Wire spacing

Wire spacing for wire spacing

See Fence, Type 3

Anchor plate

DROP FENCE TYPE 6

Anchor plate Alternate wood and metal posts

Anchor plate

Metal post

Metal post

Wood post

Metal post

Wood post Metal postTreat as vertical sag

Wood post

Anchor plate

Metal post for wire spacing

See Fence, Type 3 for wire spacing

See Fence, Type 3

Wood postWood post

Wire

Wood post

Anchor plate

FENCE TYPE 11

FENCE TYPE 7

DEER-PROOF FENCE TYPE 8

5-A Wood

7-A Wood

5-B Metal

7-B Metal

Wood post for attaching the edges may be used section. Other approved methods

Wrap tie with No. 11 gage wire, Metal post

Wood post

11-B Metal 33-B Metal 11-A Wood 33-A Wood driven back of the staple.

for wire to slide through the grain. Allow sufficient space to straddle across wood

Douglas Fir, Western Larch, Cedar, or Pine of any species.

Furnish pressure treated wood posts consisting of either and strength options are limited to the following subsections

Provide woven wire conforming to ASTM A116, except wire size opposite faces or between any face and an opposite corner.spaced between posts

Two wire stays equally spaced between posts

Two wire stays equally spaced between posts

Two wire stays equally

Wire stay wire, tie wire and wire clamps conforming to ASTM A 116.

tie wire and wire clamps. Provide galvanized stay wire, brace

Provide 9 gage stay wires and brace wires, and 12.5 gage

NUMBER

SHEET

STATE

E.14

PROJECT

PFH 91(1)ID

U.S. CUSTOMARY DETAIL

DETAIL

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

J a n u a r y

U

W

F L

H D I

D I Q

W W il li a m s C r e e k

S h o u p B r id g e C

A D

D P la n S h e e ts I D

P F

H e e .d g

Sheet 2 of 3

IDAHO FENCE

W619-50 m a x

7’ -0 m a x

7’ -0

4’-0" m a x

8’-3" (16’-6" post spacing)

6’-0" (12’-0" post spacing)

4" x 4" brace

" dap4

" dap4

8’-3" (16’-6" post spacing)

6’-0" (12’-0" post spacing)

" 4

4" x 4" brace not to exceed 400 feet

12’-0"12’-0"

"8

4"

18" square or round

4.

18" square or

12" square or round concrete block.

18" square or

12" square or

4’-0

4" x 4"

8’-3"– (16’-6" post spacing)

6’-0"– (12’ post spacing)

" dap4

" dap4

" standard steel pipe brace.4 1" angle or 14

12" x 2" x inch standard steel pipe post.2 1" or 24

1" x 2 1" x 22

" x 4" steel dowel.8

NOTE:

NO SCALE

METAL END AND GATE BRACE

WOOD LINE BRACE FOR TYPE 8 FENCE

WOOD LINE BRACE

WOOD CORNER BRACE

METAL LINE BRACE METAL CORNER BRACE

FENCE TERMINAL

S e e f e n c e t y p e

V a r ia b le

S e e f e n c e t y p e

V a r ia b le

See Note 3

See Note 4

WOOD TERMINAL BRACE

S e e f e n c e t y p e

V a r ia b le

Notch

S e e f e n c e t y p e

V a r ia b le

Notch

End or gate post

Brace wires

Connect braces to post with three 16d nails or a

ASTM F 1083.

Fabricate steel pipe fence posts and braces according to round pipe posts with snug-fitting galvanized metal caps.

steel round pipe posts for corner or line braces. Furnish

Furnish either painted or galvanized angles or galvanized

Pull post (typ.)

Corner post

Brace wire

Brace wires (typ.)

Install brace at interval

See Note 3

See Note 3

See Note 3

See Note 4

See Note 4

See Note 3

R/W line

Three-way brace

Notch unstable, frost susceptable or marshy soil

Use alternate blocks in areas of concrete block round concrete block round concrete block

3.

2.

1.

round concrete block brace

Brace wire

NUMBER

SHEET

STATE

E.15

PROJECT

PFH 91(1)ID

U.S. CUSTOMARY DETAIL

DETAIL

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

J a n u a r y

U

W

F L

H D I

D I Q

W W il li a m s C r e e k

S h o u p B r id g e C

A D

D P la n S h e e ts I D

P F

H e e .d

(deadman), 100 lb min. weight

15" square or round concrete

330’ - 660’

33’ - 330’

< 33’

= 400’

660’ - 990’

66’ - 660’

< 66’

Sheet 3 of 3

IDAHO FENCE

W619-50 m in

3" (min.)

12" (max.) clearance

6" - 12" clearance above water

NOTE:

NO SCALE

TYPICAL SAG SECTION - BARBED WIRE FENCES

Wood post

Rock or concrete anchor

9 gage wire stays to wire stay and bottom wire

Two 9 gage wires spliced post set in concrete at sag point

Wood corner post or metal corner

MESH OR COMBINATION FENCES

TYPICAL SAG SECTION FOR WOVEN WIRE,

Corner brace

DOUBLE BRACE PANELS

Exterior fence angle (See Note 5)

Terminal brace Terminal brace

(See Fence

Brac e tab

le) Run(See Fence Brace table)

Run

DOUBLE

SINGLE

NONE

DOUBLE

DOUBLE

SINGLE

NONE

NOT ALLOWED

SINGLE

NONE

NOT ALLOWED

NOT ALLOWED

SINGLE

NONE

BRACES

METAL

TYPE

FENCE

FENCE BRACE TABLE

REQUIRED

PANELS

WOOD

RUN

6 & 11

1, 5, Place intermediate line post, centered between brace post and line post when space is greater than normal post spacing

Resume normal spacing

Wood post

Total vertical wire spacing dimension

Special sag section, extra line fence with line braces and deadman (See Note 2)

Depth of depression

Set an extra line post, appoximately centered, when space between deadman and brace post is greater than normal fence type spacing maintenance gate)

Type 1 gate (ditch timber (See Note 3)

Attached under

Centered intermediate line posts grade exceeds 20° when change in horizontal

Extra line brace required

> 20°

Metal post sag post

Typical slope & gate for steep change in

Only one brace required

(flood gate)

Type 1 gate

Extra line post with wire

> 20°

> 20°

> 20° greater than 20° for slope change

Extra line brace

(See Note 3)

Attached under timber

7 & 33

2, 3, Anchor plate

Metal post

FOR TYPE 1, 5, & 11 (See Note 4)

SPECIAL APPLICATIONS FOR BARBED WIRE FENCES

the parapet or railing.

do not allow the top of fence to project above the top of

Where a fence ties into a bridge parpaet or railing, and terminal braces according to the fence brace table.

panels on the corner brace. Install double panels for line exceeds 30° in the exterior angle of the fence, use double

When wood braces are used and the fence corner angle

Do not attach the under timber directly to a Type 2 gate.

must match the woven wire spacing as nearly as possible.

may be used through the special areas, however the wires wire fence. Use a Type 2 gate with these fences. Barbed wire wire fences may also be used for Types 2, 3, 7, and 33 woven

When approved by the CO, the special applications for barbed wire itself.

around the brace post (not stapled), then twice around the and wire stays. Wrap the horizontal wires on the under timber include extra line braces and the attached under timber, wire, When a Type 1 gate is used in a special application as shown, in this application as shown.

the depression. Include extra line braces and a deadman horizontal run of 2 spaces, construct an extra fence through exceeds the total vertical wire spacing over a maximum

When the depth of a depression on a Type 1, 5, or 11 fence depression without touching the ground.

of the drop-off that the wire may be strung to a post in the place the last post on level ground close enough to the edge

When a fence line approaches a ditch, gully, or depression, 6.

5.

4.

3.

2.

1.

bracing in addition to concrete brace.

changes over 20° use corner block. Where vertical alignment

NUMBER

SHEET

STATE

E.16

PROJECT

PFH 91(1)ID

U.S. CUSTOMARY DETAIL

DETAIL

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

J a n u a r y

U

W

F L

H D I

D I Q

W W il li a m s C r e e k

S h o u p B r id g e C

A D

D P la n S h e e ts I D

P F

H e e .d

LANDSCAPE QUANTITIES

TABULATION OF

F.1

STATE PROJECT

NUMBER

SHEET

ID PFH 91(1)

M a r c h

U

S S u r ft

W

F L

H D I

D I Q

W W il li a m s C r e e k

S h o u p B r id g e C

A D

D P la n S h e e ts I D

P F

H f1 .d g n

M

H I R

O T

A C

P O

T

C h e c k e d b y

D e s ig n e d b as directed by CO

Connect to existing water system

N

NOTE:

Williams Creek Rd

S a lm o n R iv e r

U S H ig h w a y by contractor to be designed

Irrigation system entrance into campground irrigation line below

Provide sleeve for

LANDCAPE SCHEMATIC PLAN

3. Landscape west of Salmon River to be irrigated by others.

of 15 gpm and a pressure of 45 psi.

2. The existing water system provides a flow rate

1. Planting areas and locations as directed by CO.

Riparian boundary

Wetland boundary

Wetland boundary boundary

Riparian boundary

Wetland

F.2

STATE PROJECT

NUMBER

SHEET

ID PFH 91(1)

M a r c h

U

S S u r ft

W

F L

H D I

D I Q

W W il li a m s C r e e k

S h o u p B r id g e C

A D

D P la n S h e e ts I D

P F

H f2 .d g n

M

H I R

O T

A C

P O

T

C h e c k e d b y

D e s ig n e d b y gallon containers) (20 total) to 18-inch, container grown (1-3

Salix exigua, coyote willow, 12-inch

(1-3 gallon containers)) (50 total) dogwood, 24-inch to 30-inch height, grown (Cornus sericea, red osier

Plantings, seedlings, container gallon containers) (50 total) to 18-inch, container grown (1-3

Salix exigua, coyote willow, 12-inch

(5-10 gallon containers)) (30 total) cottonwood (populus balsamifera trichocarpa), Plantings, seedlings, container grown (black containers) (150 total)

36-inch height, container grown (1-3 gallon

Prunus virginiana, chokecherry, 18-inch to total)

30-inch height), (1-3 gallon containers)) (150 sericea, red osier dogwood, (24-inch to

Plantings, seedlings, container grown (Cornus

(5-10 gallon containers)) (30 total) cottonwood (populus balsamifera trichocarpa), Plantings, seedlings, container grown (black

(150 total) height, container grown (1-3 gallon containers)

Prunus virginiana, chokecherry, 18-inch to 36-inch height), (1-3 gallon containers)) (150 total) sericea, red osier dogwood, (24-inch to 30-inch

Plantings, seedlings, container grown (Cornus

DI

LOCATION SIDE STATION STATION

LENGTH

(LN FT)

Williams Creek Road LT 100+37 102+46 265

Williams Creek Road LT 104+82 105+44 65

Williams Creek Road LT 107+10 108+83 187

Williams Creek Road LT 109+00 112+30 300

817TOTAL

ITEM 15705-0100

SOIL EROSION CONTROL,

SILT FENCE

LOCATION SIDE STATION STATION

LENGTH

(LN FT)

Williams Creek Road RT 100+64 103+39 344

Williams Creek Road LT 102+46 102+82 35

Williams Creek Road RT 104+79 105+04 25

Williams Creek Road LT 105+44 107+10 188

ITEM 15705-0100

SOIL EROSION CONTROL,

SILT FENCE (HIGH VISIBILITY)

TOTAL

LOCATION

LENGTH

(LN FT)

Salmon River 90

SIDE

Abutment 1

TOTAL

ITEM 15705-2000

SOIL EROSION CONTROL,

FLOATING TURBIDITY CURTAIN

LOCATION SIDE STATION UNIT QUANTITY

Williams Creek Road RT 101+67 EACH 1

Williams Creek Road LT 101+67 EACH 1

Williams Creek Road RT 106+33 EACH 1

ITEM 15706-1100

SOIL EROSION CONTROL,

INLET PROTECTION, TYPE A

TOTAL

SIDE STATION QUANTITY

RT 11+10± 1

ITEM 15706-1600

SOIL EROSION CONTROL,

STABILIZED CONSTRUCTION EXIT

TOTAL

LOCATION

Fife Lane

LOCATION QUANTITY

Salmon River LPSM

SIDE

Abutment 2 and Piers

ITEM 20815-0000

COFFERDAMS

LOCATION SIDE STATION STATION AREA

(SQ YD)

Williams Creek Road LT 100+37 102+60 463 Williams Creek Road RT 100+37 102+61 518

Williams Creek Road & Fife Lane LT 105+10 109+00 708 Williams Creek Road RT 106+25 108+85 310

Williams Creek Road & Fife Lane LT 109+00 113+25 629 Williams Creek Road RT 109+00 113+25 646

ITEM 62901-0700

ROLLED EROSION CONTROL PRODUCT,

TYPE 2.C

TOTAL

LOCATION AREA

(ACRES)

Williams Creek Road 0.15 Williams Creek Road 0.40

0.55

ITEM 15703-2500

SOIL EROSION CONTROL,

MULCHING, HYDRAULIC METHOD

SIDE

Abutment 2

TOTAL

Abutment 1

LOCATION SIDE STATION STATION

LENGTH

(LN FT)

Williams Creek Road RT 104+86 108+00 305

Williams Creek Road RT 108+30 108+90 84

Williams Creek Road RT 109+15 113+30 428

Williams Creek Road LT 109+31 113+24 391 Williams Creek Road, Abutment 1 LT/RT 102+60 103+20 185 Williams Creek Road, Abutment 2 LT/RT 104+75 104+90 125

Fife Lane LT 10+31 11+69 140 Fife Lane RT 10+25 11+69 148

1806TOTAL

ITEM 15705-1400

SOIL EROSION CONTROL,

FIBER ROLL

E

E V

E L

E V

.03

ELEV

.54

ELEV

E L

E V

E L

E V

40454045

4041 4041 4

4046 4046

50 40

#17 #2270

E L

E V

E L

E V

X

S Q

U A

S H

40454045

40454045

EROSION CONTROL

TEMPORARY

N

Scale in feet

30 0 30 60 9015

S a lm o n R iv e r

Williams Creek Rd

U S H ig h w a y

F if e L a n e

S E

E B

E L

O W

M A

T C

H L I

N E S

T A

S E

E A

B O

V E

M A

T C

H L I

N E S

T A

LEGEND

NOTE:

Ordinary high water in-water riprap installation

Cofferdam for isolation of of existing piers for removal

Cofferdams exit (TBD by contractor) with stabilized construction

Potential staging area detour phase extension during

Temporary culvert

Type 2.D. See drainage plans

Rolled erosion control product, Type 2.C

Rolled erosion control product, dewatering water

Discharge area for treated work area confinement

Cofferdams for in-water fiber roll

Soil erosion control, inlet protection type A

Soil erosion control, floating turbidity curtain

Soil erosion control, silt fence (high visibility)

Soil erosion control, silt fence

Soil erosion control, Specification Sections 625 and 713, or as directed by CO.

Prior to project closeout, seed and mulch all disturbed areas per9.

slopes sitting longer than 14 days or as directed by the CO.

Provide temporary soil stabilization using hydraulic mulching on unprotected8.

/sec, 3.7 ft/sec, Water surface elevation = 4036.3).3event. (Approx. 2,000 ft

Cofferdams to be able to withstand river forces up to a 10-year November7.

by a professional enginner per specification sections 104.03 and 208.05.

approved by the CO. Contractor may need to submit drawings stamped or similar and lined with visqueen. Other methods may be used as

Cofferdams may be composed of jersey barriers, bulk bags, handbags,6.

of containment.

excavation. Allow sediment to fully settle, or filter water prior to removal

Isolation is for fish removal/protection and retention of sediment during5.

causing erosion. CO to approve final location prior to discharge.

be required to prevent discharge from becoming concentrated and phasing. Use sediment filter bags when dewatering. Fiber rolls may areas only. Location may need to move depending on construction

Dewatering discharge to be located in undisturbed or fully stabilized4.

See sheet G.1 for quantities.3.

SCR subsections 107.10(e) and FP-14 203.04(a)(3).

Contain demolition debris and prevent from entering the river per2.

See sheets G.3 to G.8 for erosion control notes and details.1.

G.2

STATE PROJECT

NUMBER

SHEET

ID PFH 91(1)

A p r il

U

S S u r ft

W

F L

H D I

D I Q

W W il li a m s C r e e k

S h o u p B r id g e C

A D

D P la n S h e e ts I D

P F

H g .d g n

W

L A

N G

L I T

Z C

P O

T

C h e c k e d b y

D e s ig n e d b m in m in m in min.

4"

6" min. trench

NOTE:

NO SCALE

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

Fi ll slo pe

Flow

T o e o f s lo p e

Flow

Limits of clearing

Flow

Support mesh

Backfilled and compacted soil

Steel or wood post

PLAN

ELEVATION

(undisturbed)

Existing ground

Geotextile fo r s p a c in g

S e e n o te the ends.

silt fence upgrade to prevent water from running around

Install silt fence along ground contours. Curve ends of does not slide down, supporting posts.

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

as long as specified dimensions are satisfied. Follow

Alternate preassembled silt fence options will be allowed

6 ft. (max.) spacing without fence support.

10 ft. (max.) spacing with fence support.

3.

2.

1.

G.3

STATE PROJECT

NUMBER

SHEET

ID PFH 91(1)

J a n u a r y

U

W

F L

H D I

D I Q

W W il li a m s C r e e k

S h o u p B r id g e C

A D

D P la n S h e e ts I D

P F

H g .d g n

W

L A

N G

L I T

Z A

L E

E

C h e c k e d b y

D e s ig n e d b y

SILT FENCE DETAILS

TURBIDITY BARRIER DETAILS

C.

B.

A.

APPLICATION NOTES:

located behind turbidity curtain.

Concentrated flow outlets such as culvert outlets, ditches, etc. shall not be

Turbidity curtain shall not be placed across a flowing waterway.

waterways, to prevent turbidity from entering the waterway.

The purpose of a turbidity curtain is to separate work areas in or adjacent to

8.

7.

6.

5.

4.

3.

2.

1.

GENERAL NOTES:

STAKE OR ANCHOR EVERY 20 FT. MAX.

BARRIER MOVEMENT DUE TO TIDAL CHANGE

ANCHOR POINTS EVERY 20 FT. MAX.

WORK AREA

10’-0" typ. See note 2

Flow

Ebb

Bridge

Highway surface

Shore anchor pt.

Shore anchor pt.

Shore anchor pt.

high water mark (typ.)

3’ min. upland of ordinary Shore anchor pt. located curtain Turbidity curtain Turbidity curtain Turbidity

Shore line

Redirection barrier

Shore line

Shore line

Shore line

Bridge

Bridge

20° high water mark (typ.)

upland of ordinary located 3’ min.

Shore anchor pt.

high water mark (typ.)

upland of ordinary located 3’ min.

Shore anchor pt.

Proposed work site with folds for water fluctuation

Approved (turbidity curtain) geotextile

Existing ground / water bank

Weighted anchoring system - See note 6

(6" min.)

with floats

Rope or cableVaries

See note 3 bottom

To undisturbed

A A

A A it should not be such that it will remain in place and be overtopped.

such that it can be quickly removed or washed out in the event of high flows.

The redirection barrier may consist of concrete barrier, planking or other material parallel to stream flow.

For flow velocities > 5 ft/sec, use a redirection barrier such that flow expanding at to the contour of the bottom on the waterway.

The weighted anchor system shall be a type that allows the curtain to conform escape of sediments into the waterway.

The turbidity curtain shall be removed by pulling toward the shore to minimize velocity and movement of the turbidity curtain.

weather patterns and prevailing wind directions that may affect water levels, The contractor shall continually monitor the installation, taking into account interfering with construction operations.

The turbidity curtain shall be placed as close to the work as possible without required. End sections shall terminate 10’ beyond the limit of disturbance.

Turbidity curtain shall be a maximum of 100’ long for each section of curtain applied at other locations.

The detail depicts work at a bridge location, but turbidity curtain may be

G.4

STATE PROJECT

NUMBER

SHEET

ID PFH 91(1)

J a n u a r y

U

S S u r ft

W

F L

H D I

D I Q

W W il li a m s C r e e k

S h o u p B r id g e C

A D

D P la n S h e e ts I D

P F

H g .d g n

W

L A

N G

L I T

Z C

P O

T

C h e c k e d b y

D e s ig n e d b y

SECTION A-A

> 5 FT/S

STREAMS, FLOW VELOCITY

FLOW VELOCITY < 5 FT/S

PONDS, LAKES…