idf-nezpr221-1_plans_RFP.pdf

JEFFREY SHINN Digitally signed by JEFFREY SHINN Date: 2026.01.14 16:04:02 -08'00'

CORRINE

KEGEL

Digitally signed by

CORRINE KEGEL

Date: 2026.01.15 11:16:33 -07'00'

BRENT LEE COE Digitally signed by BRENT LEE COE Date: 2026.01.23 15:00:06 -08'00'

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J a n u a r y

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SHEET INDEX

PROJECT

NUMBER

SHEET

A.2ID FS NEZPR117 221(1)

BH TP

CUYD

culv.

CUFT

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

min.

MGAL

max.

matl.

M.P.

M.L.

monument minimum thousand gallon maximum material mile post main line

W

RIP

DI

G W G WV

CP GPS

36 31

36 31

N

E

N 1000EL. 1234.56

TP

TP

SEC.

SEC.

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

AH

ADT

abut.

between bearing bridge balance point bench mark back face back btwn brg.

br.

BP

BM

b.f.

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

NO SCALE

NOTE:

1.

on the appropriate plan sheet.

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

W west drwg(s).

dist.

diaph.

dia.

DHV

D exp. jt.

exc.

EW

EQ or eq.

EOP

emb.

elev.

El. 94.16 e.f.

e E expansion joint excavation edge of water equation edge of pavement embankment elevation elevation in feet each face superelevation rate east drawing(s) distance diaphragm diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge) jt.

IE

ID

joint invert elevation inside diameter ftg.

flg.

fin.

f.f.

footing flange finish front face

LW

lt. or LT Ls

LPSM

long.

LNFT

lat.

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

rt. or RT reqd.

reinf.

rdwy.

R/W R.

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

Ts

TS

thd.

TBM

T.

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

VPI

vph V vertical point of intersection vehicles per hour design speed (velocity)

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sect.

SC

SADT

S 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

KSI

square inch thousand pounds per pvmt.

PT

PST

PSC

PSI

PSF

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve pounds per square inch pounds per square foot 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

OHWM

OG

OD

o. to o.

o.c.

ordinary high water mark original ground outside diameter out to out on center

NC

N normal crown north

A A

DI

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

Control Point (Terrestrial and GPS)

Gas & Water Meter; Gas & Water Valve

Flagpole; Fire Hydrant

Cooking Grate; Garbage Can; Picnic Table

Boulder; Well; Antenna; Grave

Above Ground Tank; Underground Tank

Spot Elevation; Coordinate Grid Tick

Material Source; Bore Hole; Test Pit

Treeline; Individual Trees

Spring or Seep

Section Line 4

Section Corner (Found, Projected) 4

Section Line 16

Section Corner (Found, Projected)16

Property Line

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Paved, Gravel)

Railroad

Trail

Fiber Roll

Silt Fence

Sandbag

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservoir; Marshland

North Arrow

Slope Stake Limits Top of Cut

Toe of Fill

Construction Limits

Bottom of Ditch

Fence

Gate with Fence

Cattleguard

Guardrail

Concrete Barrier and Guard Wall

Retaining Wall wall face

Signs (single, double post; portable)

Delineators

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Pipe Culvert with Drop Inlet

Box Culvert

Underdrain

Overhead/Above Ground Utilities

Underground Utilities

Light, Support w/Anchor) Poles (Power, Telephone, Joint Use, Miscellaneous Utility Features

Building

Right-of-Way Line

Permanent Easement

Construction Easement

Riprap

- no symbol -

Section A-A

EXISTING PROPOSED

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, TP = telephone pedestal, TV = CATV pedestal,

- no symbol -

ABBREVIATIONS

PLAN SYMBOLS AND

101-1W

6/2022

WFLHD DETAIL

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D e t W

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OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

A.3

ID FS NEZPR117 221(1)

BEGIN PROJECT

END PROJECT

MOUNT IDAHO RD

GRANGEVILLE SALMON RD

NFD 243 RD

TWIN CABINS RD

N

IDAHO

IDAHO

housing ≈ 0.84 AC designated for contractor Approximate area

© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS

AREA

WILDERNESS

GOSPEL HUMP

OREGON

HISTORIC PARK

NEZ PERCE NATIONAL

S A

LM

O N R

IV

ER

FREE USE RD

CLEARWATER RIVER

SOUTH FORK

MP 6.75

MP 34.30

Scale in miles

0 1 2 3 4 5 10

45°35'48"N 116°01'59"W

45°51'32"N 116°04'48"W

Elk City

G ra n g e v ille

R ig g in s

±9.7 miles to

.4 m ile s to

.0 m il e s t o

NF 221

FOREST

NATIONAL

NEZ PERCE

FOREST

NATIONAL

NEZ PERCE

CAMPGROUND

FISH CREEK

Adams Camp Pit

45°38'33"N 116°01'58"W Staging Area Material Source and

MP 14.51 Pit

45°47'00"N 116°03'31"W Staging Area

Twin Cabins Pit

45°46'53"N 116°03'59"W Staging Area Material Source and

[1](Water source

Hepner Creek

[1](Water source

Boulder Creek

LOCATION MAP

CONTRACTOR HOUSING

N F 221

NF

Contractor housing

See location map

PIT

ADAMS CAMP

[1](Water source

White Bird Creek South Fork

[1](Water source

Slate Creek

FOOTNOTE:

See Subsection 105.02 for water source information.

[1]

C re ek

To llg at e

C reek

G oodw in

C re e k

Te p e e

Co ld

S pr in gs

C re ek

250 FT

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V ic in it y M a p V

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VICINITY MAP

PROJECT

A.4ID FS NEZPR117 221(1)

Sheet and Description

D E F G H I J

Line Graph Approach Roads

Soil Erosion and

Sediment Control

Drainage Walls Temporary

Traffic Control Plan

Permanent Traffic

Control Plan

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 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 1530 70 1600

A0140 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT EACH 2 2

A0160 20101-0000 CLEARING AND GRUBBING ACRE 2.0 0.1 2.1

A0180 20301-2400 REMOVAL OF SIGN EACH 89 6 95

A0200 20402-0000 SUBEXCAVATION CUYD 4140 410 4550

A0220 20410-0000 SELECT BORROW CUYD 4140 410 4550

A0240 20702-0000 STABILIZATION GEOTEXTILE SQYD 1920 190 2110

A0260 20706-0300 REINFORCEMENT GEOSYNTHETIC, TYPE 3 SQYD 12520 1250 13770

A0280 25101-0200 PLACED RIPRAP, CLASS 2 CUYD 44 6 50

A0300 25101-0300 PLACED RIPRAP, CLASS 3 CUYD 107 8 115

A0320 25701-0000 CONTRACTOR PROVIDED RETAINING STRUCTURE DESIGN (REINFORCED SOIL SLOPE) LPSM ALL

A0340 26101-1000 REINFORCED SOIL SLOPE, WELDED WIRE FACE SQFT 1200 100 1300

A0360 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 5798 102 300 6200

A0380 30202-2000 ROADWAY AGGREGATE, METHOD 2 (TEMPORARY) TON 326 14 340

A0400 30502-0800 FULL DEPTH RECLAMATION WITH CEMENT, 8-INCH DEPTH SQYD 107310 5400 112710

A0420 30510-0000 CEMENTITIOUS MATERIAL TON 179 11 190

A0440 40301-0000 ASPHALT CONCRETE PAVEMENT TON 5807 293 6100

A0460 40702-0300 CHIP SEAL, TYPE 1C SQYD 396000 142 14158 410300

A0500 40711-0000 EMULSIFIED ASPHALT TON 709 1 30 740

A0520 40901-2000 MICRO SURFACING, TYPE 2 SQYD 396000 142 14158 410300

A0540 41102-0000 PRIME COAT SQYD 107311 3689 111000

A0560 41201-0000 TACK COAT TON 87 3 90

A0580 41401-2000 CRACKS, CLEANING AND SEALING LNFT 1060 140 1200

A0600 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 SQYD 2887 113 3000

A0620 60201-0800 24-INCH PIPE CULVERT LNFT 756 44 800

A0640 60201-1000 36-INCH PIPE CULVERT LNFT 325 25 350

A0660 60201-2000 96-INCH PIPE CULVERT LNFT 72 3 75

A0680 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 22 22

A0700 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT EACH 10 10

A0720 60501-0000 STANDARD UNDERDRAIN SYSTEM (TEMPORARY) LNFT 700 40 740

A0740 61921-1000 REMOVE AND RESET FENCE LNFT 90 10 100

A0760 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 100

A0780 62201-1600 BULLDOZER, UNIVERSAL BLADE, 100HP MINIMUM HOUR 100

A0800 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE HOUR 120

PAY ITEM

NUMBER

LINE

ITEM

NO.

c:

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]S he et

-D ec

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9:

A

M

A M E N D

SUMMARY OF QUANTITIES

Milestone: 100% PS&E; Date Completed:

Remarks and/or Determination of

Estimated Quantity

Estimated Quantities

ALLOW-

ANCEUNITPAY ITEM DESCRIPTION

PROJECT

B.1ID FS NEZPR117 221(1)

Sheet and Description

D E F G H I J

Line Graph Approach Roads

Soil Erosion and

Sediment Control

Drainage Walls Temporary

Traffic Control Plan

Permanent Traffic

Control Plan

BID

SCHEDULE

A0820 62201-3300 HYDRAULIC EXCAVATOR, 3.0 CUBIC YARD MINIMUM CAPACITY WITH THUMB

ATTACHMENT HOUR 220

A0840 62201-3750 CHAIN SAW HOUR 60

A0860 62301-0000 GENERAL LABOR HOUR 160

A0880 62501-0000 TURF ESTABLISHMENT ACRE 1.2 0.3 1.5

A0900 62801-0000 TEMPORARY STREAM DIVERSION LPSM ALL

A0920 62901-0000 ROLLED EROSION CONTROL PRODUCT SQYD 1480 70 1550

A0940 63302-0000 SIGN SYSTEM SQFT 923 52 975

A0960 63308-2000 OBJECT MARKER, TYPE 2 EACH 4 1 5

A0980 63308-3000 OBJECT MARKER, TYPE 3 EACH 12 1 13

A1000 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE) LNFT 580895 3105 584000

A1020 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW) LNFT 600431 2969 603400

A1040 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN (YELLOW) LNFT 32662 338 33000

A1060 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

A1080 63501-2000 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM LPSM ALL

A1100 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 1940 60 2000

A1120 63507-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR DAY 97 3 100

A1140 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 97 3 100

A1160 64704-1000 ENVIRONMENTAL DESIGN, STREAMBED MATERIAL CUYD 42 8 50

ALLOW-

ANCE

Estimated Quantities Remarks and/or

Determination of Estimated Quantity c:

\p w -w or k\ d0 id f-ne zp r2

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]S he et

2)

SUMMARY OF QUANTITIES

A M E N D

LINE

ITEM

NO.

-D ec -2

9:

A M

Milestone: 100% PS&E; Date Completed:

PAY ITEM

NUMBER PAY ITEM DESCRIPTION UNIT

PROJECT

B.2ID FS NEZPR117 221(1)

NOTE:

Slope

Variable

Varies

OVER EXISTING PAVEMENT

CHIP SEAL & MICRO SURFACING

TYPICAL SECTION

Grade varies Grade varies slope to match with the existing slope.

Upon completing micro surfacing seal, reshape the shoulder4.

berms as shown.

excavated material along the roadway to form earth equipment to a minimum depth of 4-inches. Windrow the

Excavate along the edges of shoulder with approved3.

pavement surface.

Apply micro surfacing material on finished chip sealed2.

Locations to be determined by the CO.

cracks according to Section 414 or 418 as directed.

Before applying chip seal, clean, seal or patch existing 1.

MP 30.55 to 34.30

MP 6.75 to 23.08

Roadway aggregate, method 2

Existing Ground

SHOULDER REPAIR

TYPICAL SECTION

, type 2ngMicro surfaci

Emulsified asphalt

Chip seal, type 1C

Existing asphalt surface

Slope

Variable

Varies

WITH CEMENT

OVER FULL DEPTH RECLAMATION

CHIP SEAL & MICRO SURFACING

TYPICAL SECTION

Grade varies Grade varies

MP 23.08 to 30.55

, type 2gMicro surfacin

Emulsified asphalt

Chip seal, type 1C

Prime coat cement, see sheet C.2

Full depth reclamation with

Grading Detail

See Shoulder

DETAIL

SHOULDER GRADING

Existing Ground and shoulder

Existing subgrade

Existing asphalt

See Notes 3 & 4

CL

CL

CL

Vari es

Vari es

Existing pavement

±12' (Varies by location)

11'±1'

Shldr. Traveled lane Traveled lane

11' ±1'

Shldr.

11'±1'

Shldr. Traveled lane Traveled lane

11' ±1'

Shldr.

[1]

FOOTNOTE:

See Sheet C.2 for MP 19.8 typical section.

[2] the field. Place and compact aggregate material as directed.

The CO will locate the exact locations of shoulder repair in [1]

Micro surfacing limits

Micro surfacing limits

[2]

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

5'

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

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

5'

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

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SHEET 1 of 4

TYPICAL SECTION

PROJECT

C.1

See Sheet C.1 micro surfacing, type 2

Chip seal, type 1C & depth

Full depth reclamation with cement, 8-inch

LC

Existing ground

Full depth reclamation limits

Grade variesGrade varies

Shldr. Traveled lane Traveled lane Shldr.

±1'11'11'±1'

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

C o n s tr u c ti o n l im it and cross slope prior to surfacing.

uniform depth of 8-inches. Shape and compact to required grade

1. Stabilize existing pavement and base in place with cement to a

NOTE:

MP 23.08 to MP 30.55

FULL DEPTH RECLAMATION WITH CEMENT,

8-INCH DEPTH

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SHEET 2 of 4

TYPICAL SECTION

PROJECT

C.2ID FS NEZPR117 221(1)

VariesVar ies

Existing ground

LC

See Sheet C.1 micro surfacing, type 2

Chip seal, type 1C &

Tie into existing ditch

Slope

Match Existing

Embankment

See Section H for details

Reinforced soil slope, 8-inch compacted depth

Roadway aggregate, method 2, placed in two equal lifts with tack coat between lifts

Asphalt concrete pavement, 4-inch compacted depth, Edge of pavement

Roadway aggregate, method 2

Asphalt concrete pavement

See Safety Edge

Edge

See Safety micro surfacing, type 2

Chip seal, type 1C &

1'

DETAIL

SAFETY EDGE

REINFORCED SOIL SLOPE

See Section H for RSS Limits

MP 19.8

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

M atch existing

±1'11'11'±1'

Traveled lane Traveled laneShldr. Shldr.

Turf establishment limits

10'

V a r ie s

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

1:3 max.

Var ies

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SHEET 3 of 4

TYPICAL SECTION

PROJECT

C.3ID FS NEZPR117 221(1)

CL

with stabilization geotextile

Line entire subexcavation

See detail this sheet underdrain system.

6" Ø Perforated pipe

Proposed edge of roadway

[3]

Subexcavation limits

Minimum slope 1% pipe placed @ 50' intervals.

6" Ø Solid outlet drain 10" of underdrain backfill

[5]

Embed outlet pipe into Select borrow

Underdrain backfill

6"

10"

1% (min.)

drain pipe

6" Ø Solid outlet collector pipe

Perforated

6" Ø

CL

See detail this sheet underdrain system.

6" Ø Perforated pipe

Select borrow

10" of underdrain backfill

Embed outlet pipe into

Subexcavation limits

Minimum slope 1% pipe placed @ 50' intervals.

6" Ø Solid outlet drain

Proposed edge of roadway ty p geotextile

Stabilization

UNDERDRAIN SYSTEM

6" PERFORATED PIPE

GEOTEXTILE DETAIL

FULL WIDTH

TYPICAL DEEP PATCH SECTION

HALF WIDTH

TYPICAL DEEP PATCH SECTION

type 3

Reinforcement geogrid, class 2, non-woven

Geotextile filter, type 3

Reinforcement geogrid, type 3

Reinforcement geogrid, with stabilization geotextile

Line entire subexcavation ty p ty p

4' Lap (min.)

8-inch compacted depth

Roadway aggregate, method 2, 4' Lap (min.)

8-inch compacted depth

Roadway aggregate, method 2, See Sheet C.1 micro surfacing, type 2

Chip seal, type 1C &

See Sheet C.1 micro surfacing, type 2

Chip seal, type 1C &

Select borrow

Select borrow guard

Rodent

Outlet pipe

Hose clamp

Wire mesh

RODENT GUARD DETAIL

placed in two equal lifts with tack coat between lifts

Asphalt concrete pavement, 4-inch compacted depth, placed in two equal lifts with tack coat between lifts

Asphalt concrete pavement, 4-inch compacted depth, Detail Sheet C.3

See Safety Edge

Detail Sheet C.3

See Safety Edge Existing roadway

Existing ground subexcavation

Bottom of existing grade

M atch

Varies

[1]

2"

[1] outlet pipe.

Match underdrain embedment dimensions for [5]

See deep patch limits table for estimated depths.

[4] of subexcavation limits.

See 6" perforated pipe underdrain system detail for slope at the bottom [3] exact locations in the field.

Begin and end coordinates are approximate. The CO will determine the [2]

Install rodent guard according to manufacturer's instruction.

Place rodent guard over the outlet according to Subsection 605.03.

[1]

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

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

Varies

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

±1'11'11'±1' Varies

1%

V a r ie s existing grade

M atch

V a r ie s

FOOTNOTE:

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C H

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SHEET 4 of 4

TYPICAL SECTION

PROJECT

NUMBER

C.4ID FS NEZPR117 221(1)

pavement

Existing

Reinforcement geogrid, type 3

D E

P T

H V

A R

IE

SSee Note 1

See Note 1

T R

A N

S

IT

IO

N

D E

E P

P A

T C

H

E

D

TRANSITION DETAIL

DEEP PATCH

LENGTH VARIES

LENGTH VARIES

T R

A N

S

IT

IO

N

D E

E P

P A

T C

H

E N

D

Select borrow

8-inch compacted depth

Roadway aggregate, method 2, Stabilization geotextile

2V:15H 2V:1 5H

T R

A N

S

IT

IO

N

D E

E P

P A

T C

H

B E

G

IN

T R

A N

S

IT

IO

N

D E

E P

P A

T C

H

B E

G

IN

See Sheet C.1 micro surfacing, type 2

Chip seal, type 1C & placed in two equal lifts with tack coat between lifts

Asphalt concrete pavement, 4-inch compacted depth, pavement

Existing

NOTE:

asphalt thickness unless otherwise directed by the CO.

at deep patch transitions prior to placing asphalt. Match existing

1. Clean and tack the exposed vertical edge of the existing pavement

NO SCALE

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TRANSITION DETAIL

DEEP PATCH

PROJECT

NUMBER

C.5ID FS NEZPR117 221(1)

of the patch

Tack coat around the perimeter placed in 2 equal lifts with tack coat between lifts

Aspahlt concrete pavement, 4-inch compacted depth, Pay limits

Varies of 4-inches, tack coat all sawcut surfaces base and subgrade material to a depth

Sawcut and remove damaged pavement, FULL DEPTH PATCH TYPE 2

NOTE:

Seal surface seams, see Sheet C.7 for details.3.

Place seams outside the location of wheel ruts.2.

patch locations and limits in the field.

The CO will determine the exact pavement 1.

Existing pavement

Existing base course

NO SCALE

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PATCH TYPE 2 DETAIL

ASPHALT PAVEMENT

PROJECT

C.6ID FS NEZPR117 221(1)

with existing surface

Strike off material to flush flush with the existing surface

Ensure all remaining overband is crack sealant

Seal crack with hot applied and limits in the field.

The CO will determine the exact crack sealing locations1.

1/4" to 1"

NOTE:

CRACK SEALING

CRACK SEALING

NO SCALE

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SEALING DETAIL

ASPHALT PAVEMENT CRACK

PROJECT

NUMBER

C.7ID FS NEZPR117 221(1)

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ORTHOMETRIC

ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

C3 1.

25101 1519797.595 2541795.112 4956.755 45°50'08.625919"N 116°04'30.582351"W 4905.0179 0.999706863 5/8" ir w/fhwa alum cap

25102 1519831.877 2541693.546 4956.782 45°50'08.960290"N 116°04'32.018852"W 4905.0448 0.999706881 5/8" ir w/fhwa alum cap

25103 1519601.281 2541655.218 4951.488 45°50'06.682133"N 116°04'32.546920"W 4899.756 0.999707141 5/8" ir w/fhwa alum cap

C4

25104 1516766.799 2541418.284 4990.227 45°49'38.688484"N 116°04'35.729685"W 4938.5802 0.999705332 5/8" ir w/fhwa alum cap

25105 1516625.302 2541484.229 4982.995 45°49'37.294180"N 116°04'34.790246"W 4931.3537 0.999705664 5/8" ir w/fhwa alum cap

25106 1516462.028 2541482.269 4978.630 45°49'35.682143"N 116°04'34.808509"W 4926.9923 0.999705873 5/8" ir w/fhwa alum cap

C5

25107 1511841.358 2543127.223 5135.338 45°48'50.129045"N 116°04'11.317542"W 5083.8469 0.999698072 5/8" ir w/fhwa alum cap

25108 1511692.417 2543215.773 5130.884 45°48'48.662084"N 116°04'10.058932"W 5079.3997 0.999698268 5/8" ir w/fhwa alum cap

25109 1511481.900 2543259.324 5124.301 45°48'46.585408"N 116°04'09.432176"W 5072.8232 0.999698574 5/8" ir w/fhwa alum cap

C7

25110 1507859.740 2544192.826 5216.717 45°48'10.861203"N 116°03'56.050682"W 5165.352 0.999693982 5/8" ir w/fhwa alum cap

25111 1507762.713 2544333.130 5213.028 45°48'09.908747"N 116°03'54.064769"W 5161.6682 0.999694133 5/8" ir w/fhwa alum cap

25112 1507576.644 2544457.714 5203.866 45°48'08.076569"N 116°03'52.295826"W 5152.5126 0.999694547 5/8" ir w/fhwa alum cap

C8

25113 1505048.066 2544125.560 5327.425 45°47'43.099474"N 116°03'56.843383"W 5276.1289 0.999688704 5/8" ir w/fhwa alum cap

25114 1504921.926 2544257.070 5327.825 45°47'41.859245"N 116°03'54.980227"W 5276.5342 0.999688661 5/8" ir w/fhwa alum cap

25115 1504682.714 2544205.811 5327.552 45°47'39.495557"N 116°03'55.690369"W 5276.2661 0.999688683 5/8" ir w/fhwa alum cap

C9

25116 1501186.227 2543584.170 5202.943 45°47'04.951054"N 116°04'04.267778"W 5151.712 0.999694746 5/8" ir w/fhwa alum cap

25117 1501008.835 2543528.677 5203.320 45°47'03.197513"N 116°04'05.040896"W 5152.0916 0.999694738 5/8" ir w/fhwa alum cap

25118 1500637.895 2543473.351 5209.364 45°46'59.533114"N 116°04'05.800770"W 5158.1409 0.999694459 5/8" ir w/fhwa alum cap

C10

25119 1499337.966 2549201.376 5150.174 45°46'46.916311"N 116°02'44.905315"W 5099.0777 0.999696255 5/8" ir w/fhwa alum cap

25120 1499387.211 2549488.862 5145.118 45°46'47.412989"N 116°02'40.851445"W 5094.025 0.999696447 MagNail

25121 1499456.793 2549687.259 5138.638 45°46'48.107167"N 116°02'38.055655"W 5087.5467 0.999696723 5/8" ir w/fhwa alum cap

C11,C12

25122 1500839.467 2550825.159 5063.050 45°47'01.799101"N 116°02'22.070405"W 5011.9397 0.99970014 5/8" ir w/fhwa alum cap

25123 1500660.417 2551199.790 5052.001 45°47'00.044722"N 116°02'16.774850"W 5000.9003 0.999700604 5/8" ir w/fhwa alum cap

25124 1500518.577 2551437.654 5048.190 45°46'58.652805"N 116°02'13.411176"W 4997.0957 0.999700746 5/8" ir w/fhwa alum cap

C13

25125 1496453.442 2553704.177 4960.069 45°46'18.597337"N 116°01'41.229042"W 4909.1101 0.999704575 5/8" ir w/fhwa alum cap

25126 1496323.710 2553700.542 4958.488 45°46'17.316385"N 116°01'41.273956"W 4907.5322 0.999704651 5/8" ir w/fhwa alum cap

COORDINATE SYSTEM : Idaho West zone SPCS NAD83 2011 VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID12b

EPOCH DATE : 2010.000

CADD SYSTEM COORDINATE SYSTEM : ID83/2011-W-IF NSRS11(NAD83/2011) Idaho, West Zone, International foot

PROJECT : FR 221

DATE OF FIELD WORK : July-August 2025 DATE OF FINAL ADJUSTMENT : August, 2025

PROJECT UNITS : INTERNATIONAL FOOT

9- Ja n-

0:

A M c:

\p w

_w or k_ w fl\ d0 id f-ne zp r2

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1- 2.

xl sx

]S he et

To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.

PROJECT

D.1ID FS NEZPR117 221(1)

SHEET

NUMBER

SURVEY CONTROL

SHEET 1 of 2

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ORTHOMETRIC

ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

C14 1.

25128 1494847.595 2552800.659 4927.008 45°46'02.711772"N 116°01'53.896116"W 4876.0734 0.9997063 5/8" ir w/fhwa alum cap

25129 1494700.792 2552760.940 4925.831 45°46'01.261018"N 116°01'54.449142"W 4874.8996 0.999706363 5/8" ir w/fhwa alum cap

25130 1494512.222 2552800.674 4924.994 45°45'59.400666"N 116°01'53.879254"W 4874.0679 0.999706396 5/8" ir w/fhwa alum cap

C16

25131 1491907.508 2553527.140 5001.150 45°45'33.709725"N 116°01'43.503115"W 4950.3128 0.999702636 5/8" ir w/fhwa alum cap

25132 1491613.562 2553646.222 5004.228 45°45'30.811714"N 116°01'41.809060"W 4953.4006 0.999702469 5/8" ir w/fhwa alum cap

25133 1491325.587 2553815.728 5007.162 45°45'27.974383"N 116°01'39.404116"W 4956.3455 0.999702301 5/8" ir w/fhwa alum cap

C17

25137 1485247.375 2558793.560 5148.976 45°44'28.129158"N 116°00'28.917569"W 5098.3454 0.999694742 5/8" ir w/fhwa alum cap

25138 1484893.262 2558961.336 5155.386 45°44'24.638350"N 116°00'26.535808"W 5104.7618 0.99969441 5/8" ir w/fhwa alum cap

25139 1484705.399 2559079.987 5155.731 45°44'22.787353"N 116°00'24.854301"W 5105.1107 0.999694376 5/8" ir w/fhwa alum cap

C20,C21

25140 1478008.052 2553796.245 5346.865 45°43'16.490460"N 116°01'39.027358"W 5296.3309 0.999686066 5/8" ir w/fhwa alum cap

25141 1477917.315 2553621.198 5353.284 45°43'15.588618"N 116°01'41.490259"W 5302.7502 0.999685788 5/8" ir w/fhwa alum cap

25142 1477240.860 2552732.628 5379.370 45°43'08.879306"N 116°01'53.981318"W 5328.8427 0.999684686 5/8" ir w/fhwa alum cap

C24

25143 1452457.645 2548194.907 5408.403 45°39'04.031551"N 116°02'56.634853"W 5358.0186 0.99968406 5/8" ir w/fhwa alum cap

25144 1452656.427 2548322.848 5410.906 45°39'05.998851"N 116°02'54.844166"W 5360.5246 0.999683918 5/8" ir w/fhwa alum cap

25145 1452788.654 2548450.036 5408.127 45°39'07.309015"N 116°02'53.060564"W 5357.7517 0.999684028 5/8" ir w/fhwa alum cap

C25 ° ' " ° ' "

25146 1446218.133 2554315.545 5235.873 45°38'02.644682"N 116°01'30.168748"W 5185.7636 0.99969126 5/8" ir w/fhwa alum cap

25147 1446238.753 2554509.420 5234.191 45°38'02.854821"N 116°01'27.441241"W 5184.0904 0.999691309 5/8" ir w/fhwa alum cap

25148 1446312.202 2554743.844 5233.546 45°38'03.587906"N 116°01'24.145605"W 5183.4545 0.999691302 5/8" ir w/fhwa alum cap

Wall ° ' " ° ' "

25134 1486008.491 2557686.473 5121.180 45°44'35.608062"N 116°00'44.563074"W 5070.5304 0.999696238 5/8" ir w/fhwa alum cap

25135 1485840.560 2557837.760 5129.386 45°44'33.954982"N 116°00'42.422052"W 5078.74 0.999695823 5/8" ir w/fhwa alum cap

25136 1485724.186 2558034.377 5137.562 45°44'32.812376"N 116°00'39.644253"W 5086.9194 0.999695402 5/8" ir w/fhwa alum cap

Pit ° ' " ° ' "

PIT1 1499640.139 2543605.323 5234.920 45°46'49.687618"N 116°04'03.882573"W 5183.7183 0.999693213 5/8" ir w/fhwa alum cap

PIT2 1499608.543 2543713.314 5233.789 45°46'49.379914"N 116°04'02.357028"W 5182.5907 0.999693247 5/8" ir w/fhwa alum cap

9- Ja n-

0:

A M c:

\p w

_w or k_ w fl\ d0 id f-ne zp r2

-1 _D

1- 2.

xl sx

]S he et

2)

PROJECT : FR 221

DATE OF FIELD WORK : July-August 2025 DATE OF FINAL ADJUSTMENT : August, 2025

PROJECT UNITS : INTERNATIONAL FOOT

COORDINATE SYSTEM : Idaho West zone SPCS NAD83 2011 VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID12b

EPOCH DATE : 2010.000

CADD SYSTEM COORDINATE SYSTEM : ID83/2011-W-IF NSRS11(NAD83/2011) Idaho, West Zone, International foot

To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.

PROJECT

D.2ID FS NEZPR117 221(1)

SHEET

NUMBER

SURVEY CONTROL

SHEET 2 of 2

:1

D e c e m b e r

T

A B

U L

A T

IO

N

O F

P L

A N

A N

D P

R O

F

IL

E Q

U A

N T

IT

Y p w w o r k w f l\ d

\i d f n e z p r

D

.d g n

TABULATION OF QUANTITIES

PROJECT

NUMBER

D.3ID FS NEZPR117 221(1)

I L

E P

O S

T

M I L

E P

O S

T

M I L

E P

O S

T

I n c h p ip e c u lv e r t

M

P

.6

S e e S e c ti o n G

I n c h p ip e c u lv e r t

M

P

.3

S e e S e c ti o n G

B E

G

IN

P R

O J E

C T

B E

G

IN

C h ip s e a l, t y p e

C a n d m ic r o s u r f a c in g ty p e

M

P

.7

M I L

E P

O S

T

M I L

E P

O S

T

M I L

E P

O S

T

I n c h p ip e c u lv e r t, R e m o v e a n d r e s e t f e n c e

M

P

.6

S e e S e c ti o n G

I n c h p ip e c u lv e r t

M

P

.5

S e e S e c ti o n G

:1 a n u a r y

L in e G r a p h p a g e o f p w w o r k w f l\ d

\i d f n e z p r

D

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LINE GRAPH (PAGE 1 OF 5)

PROJECT

D.4ID FS NEZPR117 221(1)

L

E P

O S

T

M I L

E P

O S

T

M I L

E P

O S

T

-I

N C

H P

IP

E

C U

L V

E R

T

M

P

.2

S e e S e c ti o n G

I n c h p ip e c u lv e r t, R e m o v e a n d r e s e t f e n c e

M

P

.2

S e e S e c ti o n G

M I L

E P

O S

T

M I L

E P

O S

T

M I L

E P

O S

T

I n c h p ip e c u lv e r t

M

P

.8

S e e S e c ti o n G

I n c h p ip e c u lv e r t

M

P

.3

S e e S e c ti o n G

I n c h p ip e c u lv e r t

M

P

.5

S e e S e c ti o n G

I n c h p ip e c u lv e r t

M

P

.4

S e e S e c ti o n G

I n c h p ip e c u lv e r t

M

P

.6

S e e S e c ti o n G

M

P

.5 a n d S ta g in g A r e a

M a te r ia l S o u r c e

T w in C a b in s

S ta g in g A r e a

M P

.5

P it

:3 e c e m b e r

L in e G r a p h p a g e o f p w w o r k \d

\i d f n e z p r D

.d g n

LINE GRAPH (PAGE 2 OF 5)

PROJECT

D.5ID FS NEZPR117 221(1)

L

E P

O S

T

M I L

E P

O S

T

M I L

E P

O S

T

I n c h p ip e c u lv e r t

M

P

.5

S e e S e c ti o n G

I n c h p ip e c u lv e r t

M

P

.2

S e e S e c ti o n G

D e e p

P a tc h

M

P

.9

S e e S h e e t

C .4

R e in f o r c e d S o il

S lo p e

M

P

.8

M I L

E P

O S

T

M I L

E P

O S

T

M I L

E P

O S

T

I n c h p ip e c u lv e r t

M

P

.8

S e e S e c ti o n G

I n c h p ip e c u lv e r t

M

P

.1

S e e S e c ti o n G

B E

G

IN

F u ll d e p th r e c la m a ti o n w it h c e m e n t, in c h d e p th

M

P

.0

D e e p p a tc h

M

P

.6

S e e S h e e t

C .4

D e e p p a tc h

M

P

.3

S e e S h e e t

C .4

:2

D e c e m b e r

L in e G r a p h p a g e o f p w w o r k \d

\i d f n e z p r D

.d g n

LINE GRAPH (PAGE 3 OF 5)

PROJECT

D.6ID FS NEZPR117 221(1)

L

E P

O S

T

M I L

E P

O S

T

M I L

E P

O S

T

M I L

E P

O S

T

M I L

E P

O S

T

M I L

E P

O S

T

I n c h p ip e c u lv e r t

M

P

.1

S e e S e c ti o n G

:2

D e c e m b e r

L in e G r a p h p a g e o f p w w o r k \d

\i d f n e z p r D

.d g n

LINE GRAPH (PAGE 4 OF 5)

PROJECT

D.7ID FS NEZPR117 221(1)

L

E P

O S

T

M I L

E P

O S

T

M I L

E P

O S

T

I n c h p ip e c u lv e r t

M

P

.6

S e e S e c ti o n G

D e e p

P a tc h

M

P

.3

S e e S h e e t

C .4

E N

D F u ll d e p th r e c la m a ti o n w it h c e m e n t, in c h d e p th

M

P

.5

M I L

E P

O S

T

M I L

E P

O S

T

M I L

E P

O S

T

E N

D P

R O

J E

C T

E N

D C h ip s e a l, t y p e

C a n d m ic r o s u r f a c in g ty p e

M

P

.3

D e e p

P a tc h

M

P

.8

S e e S h e e t

C .4

M

P

.6 a n d S ta g in g A r e a

M a te r ia l S o u r c e

A d a m s C a m p P it

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L in e G r a p h p a g e o f p w w o r k w f l\ d

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D

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LINE GRAPH (PAGE 5 OF 5)

PROJECT

D.8ID FS NEZPR117 221(1)

while travelling in the direction of ascending mile posts.

Side of road indicates the side of NF Road 221 that the approach road is on [1]

FOOTNOTE:

:2 a n u a r y

T

A B

U L

A T

IO

N

O F

P L

A N

A N

D P

R O

F

IL

E Q

U A

N T p w w o r k w f l\ d \i d f n e z p r E

.d g n

LOCATIONS

SURFACE TREATMENT

APPROACH ROAD AND

PROJECT

E.1ID FS NEZPR117 221(1)

while travelling in the direction of ascending mile posts.

Side of road indicates the side of NF Road 221 that the approach road is on [1]

FOOTNOTES:

:2 a n u a r y

T

A B

U L

A T

IO

N

O F

P L

A N

A N

D P

R O

F

IL

E Q

U A

N T p w w o r k w f l\ d \i d f n e z p r E

.d g n

LOCATIONS

SURFACE TREATMENT

APPROACH ROAD AND

PROJECT

E.2ID FS NEZPR117 221(1)

if water is present or as required.

Construct temporary stream diversion according to Section 6281.

3'-6"

2" C

2"

2" C

3"

" B2

"2

4" C

3"

14" specific project information background. Adjust text to match

Black border and text on white

Refer to Subsection 107.01A

SWPPP Sign

"8

Outside margin =

"8

Border radius = 1

"8

Border thickness =

:2 a n u a r y

S h e e t

I n tl

F t p w w o r k w f l\ d \i d f n e z p r F

.d g n

TABULATION OF QUANTITIES

PROJECT

NUMBER

F.1ID FS NEZPR117 221(1)

movement of typical truck using exit

Construct radius to allow turning

See Note 5

Separation geotextile

Filter rock

Existing paved roadway

NO SCALE

NOTE:

STABILIZED CONSTRUCTION EXIT

5.

4.

3.

2.

1.

714.01(a).

Provide separation geotextile according to Subsection

Adjust length to fit field conditions as approved.

built up sediment.

Minimize tracking onto paved roadway by removing crosses existing drainage ditches.

Provide temporary drainage culvert where entrance

Construct drainage ditches along entrance as directed.

Use this entrance for construction vehicles only.

/e gr es s ar ea w id th o f i ng re ss ro vi de fu ll

6" min.

50' typical

' t yp ica l

:5 a n u a r y

S td W p w w o r k w f l\ d \i d f n e z p r F

.d g n

EXIT DETAIL

STABILIZED CONSTRUCTION

PROJECT

F.2 larger than fiber roll

Existing ground (typ.)

ground

Existing soil to match ground level

Backfilled and compacted

Fiber roll

Flow direction

Fiber roll

Slope

Stagger joints (typ.)

along contours

Install fiber rolls on uphill side of fiber roll

Place excavated material wood stakes. See Note 2.

Fiber roll

Slope

1" x 1" wood stake

NO SCALE

NOTE:

2.

1.

fiber roll while staking.

used for permanent installations. Do not crush fiber roll is secure to slope. Live stakes may be from distur bed area s

Direction of runof f

INSTALLATION BEYOND TOE OF SLOPE

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

FIBER ROLL STAKING DETAIL

FIBER ROLL LAPPING DETAIL

INSTALLATION ALONG SLOPES

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

PLAN

FIBER ROLL SPACING STAKES REQUIRED

and install fiber rolls

Step 1: Excavate trench Step 2: Backfill soil against fiber rolls

ELEVATION

Fi ll slo pe

Direction of runoff

T o e o f fi ll s lo p e disturbed areas

Runoff from

D ire c tio n o f ru n o ff

Fl ow

Pay lim its

Pay lim its sp ac in g ch ar t

S ee F ib er R ol l

Flow fiber roll and space stakes at 4-foot maximum.

6-inches from fiber roll end angles towards the adjacent

Overlap fiber rolls 12-inch minimum. Drive stakes at

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

12" m in.

1" x 1" or 1" Ø m in m in t o as shown in plans

3' minimum or

3' minimum

Excavate trench 2" 2" minimum

Slope Spacing Fiber roll length for each roll

Stakes required

1:1

1:2

1:3

1:4 or flatter

(FT) (FT)

FIBER ROLL

157-21W

FP-24, FP-14

7/2016

WFL STANDARD

:1 c to b e r

S td W p w w o r k w f l\ d \i d f n e z p r F

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

F.3ID FS NEZPR117 221(1)

membrane

Waterproof

Existing ground

(anchoring method to be approved)

Waterproof membrane

Existing ground

Portable water bladder streambed grade

Existing sandbags (as needed)

Hand-placed stream flow side of diversion berm.

Impervious sheeting. Place on Minimum berm top elevation manufacturer's recommendations.

handling bags. Fill and place per

Machine-placed large material placing temporary diversion berm.

to the extent practicable when of existing streambed material

Minimize leveling or trenching

Sandbag (typ.)

Minimum berm top elevation

Sandbag (typ.)

NO SCALE

NOTE:

directed.

Use as needed when constructing the isolation barrier as

Repair as needed after rainfall events or as directed.

Inspect and maintain the temporary diversion berm daily.

time.

Place a maximum of one diversion in the stream at any given rows of sandbags above the joints in lower rows.

bottom rows as there are vertical course. Overlap the upper

Place sandbags to form a pyramid by laying equal numbers of approval, including alternate methods, prior to installation.

guidance. Submit temporary stream diversion plans for freeboard. The examples shown are intended as representative

Provide a temporary diversion berm with a minimum height

5.

4.

3.

2.

1.

Limit of work zone

OPTION B

OPTION A

OPTION C

Diverted water level at time of construction

Diverted water level at time of construction

Existing abutment or pier

Water surface elevation

Water surface elevation

Water surface elevation equal to the water surface elevation with at least 12 inches m in m in

4'-6" min.

METHODS

TEMPORARY DIVERSION BERM

628-10W

FP-24

6/2025

:3

S e p te m b e r

S td

W p w w o r k w f l\ d \i d f n e z p r F

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

F.4ID FS NEZPR117 221(1)

NO SCALE

Compacted native soil

Erosion control blanket

Erosion control blanket

Compacted native soil

Erosion control blanket

12" spacing

12" spacing

6" x 6" Trench

6" x 6" Trench

NOTE:

Overlap in the direction of the prevailing wind.

recommendations.

Install fasteners according to the manufacturer's

2.

1.

Se e

Not e

Pr ev ai lin g wi nd

AT TOP OF SLOPE

ANCHOR TRENCH

DETAIL A

AT TOE OF SLOPE

ANCHOR TRENCH

DETAIL B

SHINGLE SPLICE

DETAIL C

PERSPECTIVE VIEW

Fasteners @

Fastener

Fastener

Flow

Fastener (typ)

Fasteners @

Toe of slope of slope. See Detail A

Anchor trench at top

Slope stake

Blanket edge

Shingle splice. See Detail C edge overlap of slope. See Detail B

Anchor trench at toe

Blanket ends

S ee N ote 1

Fasten er sp acin g

6"

6"

3'

' m

ax. c to c

4" min.

overlap

6" m in.

12" max. c to c

12" max. c to c

12" max. c to c

PRODUCT ON SLOPES

ROLLED EROSION CONTROL

629-1W

8/2024

:3 e p te m b e r

S td

W p w w o r k w f l\ d \i d f n e z p r F

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

F.5ID FS NEZPR117 221(1)

10.4 x 16 25101 -0200

25101 -0300

60201 -0800

60201 -1000

60201 -2000

60210 -0800

60210 -1000

61921 -1000

64704 -1000

MILE POST

ES

TI

M A

TE

D M

A X

IM

U M

C O

V

ER

PL

A C

ED

R

IP

R A P, C

LA

S S

PL

A C

ED

R

IP

R A P, C

LA

S S

-I

N C

H P

IP

E

C U

LV

ER

T

-I

N C

H P

IP

E

C U

LV

ER

T

-I

N C

H P

IP

E

C U

LV

ER

T

EN

D

S

EC

TI

O

N F

O R

4-

IN

H

PI

PE

C

U

LV

ER

T

EN

D

S

EC

TI

O

N F

O R

6-

IN

PI

PE

C

U

LV

ER

T

R

EM

O V E

A N

D R

ES

ET

F

EN

C E

EN

V

IR

O N

M

EN

TA

L

D

ES

IG

N

S

TR

EA

M

B

ED

M A

TE

R

IA

L

S K

EW

A N

G

LE

S ee

N ot e 2)

A llo w ab le P ip e

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

B

EV

EL

S

1V :n

H

B

EV

EL

S

1V :n

H

REMARKS

See below for numbered notes

MILES FEET CUYD CUYD LNFT LNFT LNFT EACH EACH LNFT CUYD Lt Rt

8.638 8 4 80 2 23° Rt AS

9.308 16 4 83 2 5° Rt AS Deep culvert

10.636 2 16 57 2 45 17° Lt AS

11.555 5 16 70 2 10° Rt AS

12.273 13 4 92 2 12° Rt AS Deep culvert

14.257 6 16 57 2 45 17° Rt AS

15.825 15 16 84 2 6° Lt AS Deep culvert

16.345 10 27 72 42 12° Lt AS Deep culvert

16.592 7 4 62 2 3° Lt AS

17.429 4 16 57 2 3° Lt AS

17.629 3 4 48 2 AS

18.517 4 4 53 2 5° Lt AS

20.250 6 4 55 2 20° Lt AS

21.880 8 4 61 2 4° Rt AS

22.170 12 4 74 2 7° Lt AS Deep culvert

28.110 2 4 48 2 8° Lt AS

30.610 22 4 100 2 11° Rt AS Deep culvert

44 107 756 325 72 22 10 90 42 Allowable Pipe Material

NOTE: A Aluminum

1. Aluminized steel pipe culvert minimum wall thickness is the thickness required AS Aluminized steel by the Std. 602-1 fill height table (steel). C Concrete

2. See Sheet G.10 for depiction of culvert skew angles. GS Galvanized steel

P Plastic (blank) Any appropriate material x/__ Any appropriate material except __

PAY ITEM NUMBER

-J an -2

1:

P M c:

\p w

_w or k_ w fl\ d0 id f-ne zp r2

-1 _G

1.

xl sx ]S he et

PROJECT TOTAL

TABULATION OF DRAINAGE QUANTITIES

PROJECT

G.1ID FS NEZPR117 221(1)

SHEET

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

48" CMP OUTLET

Invert El. = 5053.1'

E = 2550663.22

N = 1500960.98

Invert El. = 5050.5'

E = 2550683.16

N = 1500893.36

Flowline El. 5055.25'

Flowline El. 5052.59' by the CO.

Limits to be determined streambed material, Environmental design, 72 LNFT

96-inch Pipe Culvert

Existing grade

Proposed channel profile

Class 1, Non-woven

Geotextile Filter

Excavation Limit

72 LNFT

96-inch Pipe Culvert

Typ.

Placed riprap, Class 3

Typ.

Placed riprap, Class 3 by the CO.

Limits to be determined streambed material, Environmental design, Grade to match existing

Grade to match existing roadway typical section

See Section C for

N by the CO.

Limits to be determined streambed material, Environmental design, 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50

5,040 5,040

5,045 5,045

5,050 5,050

5,055 5,055

5,060 5,060

5,065 5,065

5,070 5,070

5,075 5,075

5,080 5,080

-3.70%

5'

2'

.2

T y p

5' Typ.

:4

J a n u a r y

S h e e t]

P la n

P r o f p w w o r k w f l\ d \i d f n e z p r H

Y P

C T

I n tl

F t-

D

.d g n

PLAN-PROFILE

CULVERT - MP 16.345

PROJECT

G.2ID FS NEZPR117 221(1)

LOCATION

GRADATION

COBBLE

STREAMBED

INFILL INFORMATIONAL QUANTITIES

(CUYD)

COBBLE

STREAMBED

(CUYD)

SEDIMENT

STREAMBED

Class B

ITEM DESCRIPTION UNIT

CUYD

64704-1000

QUANTITY

MITIGATION QUANTITIES

Environmental Design, Streambed material

1. Mix streambed cobbles evenly throughout streambed sediment.

Streambed Material.

Quantities included in Item 64704-1000 Environmental Design, [2] parabolic shape.

Slope streambed aggregate towards flowline to ensure [1]

MP 16.345 11 31

SIMULATED STREAM TREATMENT

TYPICAL CULVERT SECTION -

Round pipe culvert wall

Streambed top

Streambed sediment

Streambed cobble

Channel flowline

.2 b u r ia l d e p th

CULVERT INTERIOR TREATMENT

SIMULATED STREAM

CULVERT - MP 16.345

:1 a n u a r y

S h e e t]

D e ta il s S tr e a m im p w w o r k w f l\ d \i d f n e z p r H

Y P

C T

I n tl

F t-

D

.d g n

PROJECT

G.3ID FS NEZPR117 221(1)

COVER

MINIMUM

DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

COVER

MINIMUM

COVER

MINIMUM

DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

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

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

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

INCHES INCHES

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

INCHES INCHES INCHES INCHES

0.060/160.075/140.105/120.135/10 0.164/8 0.060/160.075/140.105/120.135/10 0.164/8

INCHES INCHES

0.064/160.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8 0.060/160.075/140.105/120.135/100.060/160.075/140.105/120.135/10

INCHESINCHES INCHES INCHES

NO SCALE

NOTE:

of camber or increase the pipe culvert gradient.

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

When directed, camber pipe culverts upward

4.

3.

2.

1.

culvert to the top of the pavement.

maximum fill height from the top of the pipe

For all roadway surface types, measure pipe culvert to the top of the pavement.

measure minimum cover from the top of the roadway subgrade. For rigid pavements, top of the pipe culvert to the bottom of the roadways, measure minimum cover from the

For flexible pavement and aggregate surface corrugation pipe.

Obtain approval before furnishing annular of helical lockseam and welded seam pipe.

corrugations are more restrictive than those

Fill heights for culvert pipe with annular lockseam and welded seam pipe only.

The fill heights in the table are for helical special analysis by the CO.

METAL ROUND PIPE CULVERT

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

METAL PIPE ARCH CULVERT

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

Fill heights exceeding 100 feet require

STEEL ALUMINUM

DIAMETER

SIZE

PIPE

SPAN x RISE

SIZE

PIPE ARCH

ALUMINUMSTEEL

DIAMETER

SIZE

PIPE

SPAN x RISE

SIZE

PIPE ARCH

" CORRUGATIONS2

" x 3

2 3" x 1" CORRUGATIONS 5" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE) METAL THICKNESS (INCH/GAGE)

" CORRUGATIONS2

" x 3

2 3" x 1" CORRUGATIONS

" CORRUGATIONS2

" x 3

METAL THICKNESS (INCH/GAGE)

3" x 1" CORRUGATIONS 5" x 1" CORRUGATIONS " CORRUGATIONS2

" x 3

2 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

3.5

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

3.5

METAL PIPE CULVERT

602-1

8/2024

FLH STANDARD

:4 o v e m b e r

S td p w w o r k \d

\i d f n e z p r G

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

G.4ID FS NEZPR117 221(1)

Band Band

Band Band

Band BoltsBolts corrugation in pipe end with second annular around band meshes

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

Rivet, spot weld, or

Pipe Pipe

Pipe

Band

BandBand

Bolts Bolts

Angle Angle strap connector

Bolt, bar andof corrugation at heel and toe of angle

Rivet, spot weld, or fillet weld at crest

Wedge

NO SCALE

NOTE:

1.

used.

Bridges, Division II Section 26 may be

Standard specifications for Highway joint performance criteria of AASHTO fastening devices that comply with the

Other types of coupling bands or

W

SMOOTH SLEEVE BAND FLAT BAND

ANNULAR BAND HELICAL BAND

SEMI-CORRUGATED BAND

STANDARD BAND CONNECTIONS

SLEEVE JOINT

SIDE VIEW SIDE VIEW

END VIEWEND VIEW

Band Angle

Bar & Strap

Oval Lug

Integral Flange Wedge and Strap

END VIEW

SIDE VIEW

W W W

Stab type joint

Smoother sleeve with center stop.

COUPLING BANDS FOR METAL PIPE CULVERT

the connecting pipe. Provide coupling bands not more than 3 nominal sheet thicknesses

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

Use annular corrugated bands with pipes having annular corrugations or with helical pipe dimension of the end corrugation in the pipe.

For helically corrugated pipe with rerolled ends, the nominal corrugations size refers to the corrugations on rerolled pipe ends.

Use helical corrugated bands with pipes having helically corrugated ends.

[4]

[6]

"2

" × 3

The minimum band widths shown for 3" × 1" and 5" × 1" corrugated sizes apply to 2 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.

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

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

" for 21" round culvert (24" × 18" pipe arch) or more2 rerolled with 3" × 1" pipe corrugations.

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

" × 3 pipe ends rerolled with 2 diameter, required above 42" diameter

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

Second angle connection optional to 42"

DIAMETER

ROUND PIPE

SPAN × RISE

PIPE ARCHCORRUGATION

CORRUGATED

ANNULAR

CORRUGATED

HELICALLY

CORRUGATED

SEMI-

BANDS

[4]

BANDS

BANDS

SIZE

[6] underline

INCHESINCHESINCHES

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

78 to 144

36 to 72

78 to 144

36 to 72

78 to 84

42 to 72

12 to 36

10.5

10.5

10.5

10.5

10.5

10.5

10.5

MINIMUM BAND WIDTH (INCHES)

× 2

× 3

3 × 1

5 × 1

COUPLING BAND

METAL PIPE CULVERT

602-2

1/2024

:4 o v e m b e r

S td p w w o r k \d

\i d f n e z p r G

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

G.5ID FS NEZPR117 221(1)

Roadway embankment Roadway embankment

Natural ground

Natural ground Natural ground

Roadway embankment

Roadway excavation

Natural ground

H H

H H

H H

H

H

H

Finished subgrade Finished subgrade

Natural ground

Finished subgrade before trench excavation embankment height

Finished subgrade or

Original natural ground surface

Finished subgrade

Roadway embankment

Roadway embankment

Finished subgrade trench excavations depth table

See bedding excavation in trench

HH

H

Half diameter or whichever is less

(see table)

Minimum spacing or Span

Diameter or Span

Diameter section

Metal endMetal end section or 36" (max.) for embankment installations

> 54"

12" to 54"

6"

4"

18" (min.)

* Reduce to 18" for

UP to 48"

48" and UP

24" span or 36", 18" ±

18" ±18"±

(min.)

6"

(min.)

6"

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

"/foot of cover,2 minimum

1'-0"

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.)

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.

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.

1.

2.

3.

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

Toe plate Toe plate

H

Width

H H

Pipe culvert

Embankment slope

High water elevation treatment

Culvert end

Piping plug

A

A

Embankment material placed in layers

Compacted backfill material placed in layers not backfill according to Section 614.

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

Bedding

Bedding

Bedding

NO SCALE

NOTE:

not exceeding 6" compacted depth.

exceeding 6" compacted depth; or flowable

6" in uncompacted depth.

2'-0" ±

1'-0" ±

SPACING

DIAMETER

or SPAN

PIPE SIZE (H) DEPTH

PIPE CULVERT BEDDING

METAL AND PLASTIC

602-3

:4 o v e m b e r

S td p w w o r k \d

\i d f n e z p r G

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

G.6ID FS NEZPR117 221(1)

4.

3.

2.

1. Fabricate the bottom plates one (1) thickness heavier pavement for both flexible and rigid pavement.

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

Measure minimum cover from the top of the pipe culvert the pipe culvert gradient.

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

When directed, camber pipe culverts upward from a

STRUCTURAL PLATE PIPE CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE

STEEL ALUMINUM

SIZE

PIPE

END TREATMENT DIAGRAM

D ia m e te r

D

Pay Limit (Staked length)

D

D

S

S

S = 2 for 1V:2H or flatter slopes

S = 1.5 for 1V:1.5H fill slopes

SIZE

PIPE steel or 0.250 inch for aluminum.

than the side plates but not heavier than 0.375 inch for

" bolts and nuts 4

Fasten plates with galvanized steel conforming to AASHTO M 167.

COVER

MINIMUM

COVER

MINIMUM

INCHES

DIAMETER 0.111/12/2 0.140/10/2 0.170/8/2 0.188/7/2 0.218/5/2 0.249/3/2 0.280/1/2 0.280/1/3 0.280/1/4 0.100/12/4 0.125/11/4 0.150/9/4 0.175/7/4 0.200/6/4 0.225/4/4 0.250/2/4

INCHES INCHES

DIAMETER

INCHES

6" x 2" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)/BOLTS PER CORRUGATION

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

" CORRUGATIONS2

9" x 2

METAL THICKNESS (INCH/GAGE)/BOLTS PER CORRUGATION

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

PIPE CULVERT

STRUCTURAL PLATE

603-1

:5 o v e m b e r

S td p w w o r k \d

\i d f n e z p r G

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

G.7ID FS NEZPR117 221(1)

or Span

Dia.

or Span

Dia.

/2

/2or Span

Dia.

or Span

Dia.

Original ground Original ground ground

Original ground

Original ground

Original

GeotextileGeotextile

Geotextile Geotextile Geotextile

Flowline

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

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

NO SCALE

NOTE:

3.

2.

1.

for payment.

Do not measure riprap placement excavation

Furnish separation and stabilization geotextile.

less than 10%.

Use for aprons serving culverts with slopes FOR INFORMATION ONLY

PROTECTIVE APRON DIMENSIONS AND QUANTITIES

OUTLET WITHOUT DITCH

FOR INFORMATION ONLY

PROTECTIVE APRON DIMENSIONS AND QUANTITIES

OUTLET WITH DITCH

L

A A

END SECTION

CULVERT…