id-a2158063_plans.pdf

Project Location

COLUMBIA

BRITISH

W A

S H I N

G T

O N

M O

N T A

N A

W Y

O M I N

G

O R

E G

O N

NEVADA UTAH

UNITED STATES

CANADA

Lake

Orielle

Pend

Reservoir

American Falls

R

I V

E R

S A

E K

N

PARK

NATIONAL

YELLOWSTONE

d'Alene

Coeur

Moscow

Lewiston

FALLS

IDAHO

POCATELLO

Twin Falls

Home

Mountain

BOISE

IDAHO KEY MAP

15 91 89

IDAHO

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

APPROVED:

DATE

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIFICATION:

PROJECT MANAGER

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FOR

PLANS FOR PROPOSED PROJECT

Western Federal Lands Highway Division

Chief of Engineering, ID BOUNDARY 5806(3)B

RIVERSIDE ROAD IMPROVEMENTS B

LENGTH 1.62 MILES

on Federal Highway Projects, FP-14

Construction of Roads and Bridges

Standard Specifications for

SCALE IN MILES

2 4 6 82

T 61 N

T 62 N

T 60 N

T 61 N

F O R E S T

N A T I O N A L

P A N H A N D L E

I D A H O

MANAGEMENT AREA

STATE WILDLIFE

egdi R uobiraC egdi R ybuR egdiR wonS Ferry

Bonners

Creek

Deep

Moravia

Naples

McArthur

Shiloh

Corner

Threemile

BEGIN PROJECT

9+76.97

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

R

W

R

W

R

W

R

W

B O

IS

E

M

A R

ID

A

N

R

E

R

W

R

E

R

E

R

E

R

E

IDAHO

BOUNDARY COUNTY

6%e (max)

35 MPHV

5.6%% Truck (2045)

5.3%% Truck (2025)

740ADT (2045)

463ADT (2025)

and asphalt paving

Grading, subexcavation, base, drainage, B. STOKES

ENGINEERS

PLANNERS

SURVEYORS

F O R E S T

N A T I O N A L

P A N H A N D L E

I D A H O

PLANS PREPARED BY

N

REFUGE

WILDLIFE

NATIONAL

KOOTENAI

R

E N

O R

A I

N

N

ST F

R

I

D

D E P A

T

NTOFT A SP

T T

O

U

TE

ATESO

AM

E R

IC

A

M

END PROJECT

95+25.00

:1 a r c h

U

S C c d ja p w w o r k \d ja p r o d \d m s \i d a a a .d g n

PROJECT

NUMBER

SHEET

A.1

BID BOUNDARY 5806(3)

See sheet A.2 for complete Index to Sheets

02/19/2503/10/25

INDEX TO SHEETS

:4

P

S e p te m b e r

U d ja p w w o r k

\d ja p r o d \d m s

\i d a a b

.d g n

PROJECT

NUMBER

ID BOUNDARY 5806(3) A.2

ID BOUNDARY 5806(3)B

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

BH TP

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

FP-14

6/2022

WFLHD DETAIL

:2 a rc h

D e t W

-1 d ja

-p w w o rk

\d ja

-p ro d \d m s \i d -a a c .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

A.3

ID BOUNDARY 5806(3)ID BOUNDARY 5806(3)B

SCALE IN MILES

1/2 3/4 11/4 1/4

Mission

Indian

Bonners Ferry

K O O T E N A I

R I V E R Riverside Road

R o a d

38A

Lagoon

Malla rd Ro ad

R E F U G E

W I L D L I F E

N A T I O N A L

K O O T E N A I Land Fill

Sanitary

Sand Pit

Sand Pit

BEGIN CONSTRUCTION

9+76.97

"ALI_MAIN_01"

ID BOUNDARY 5806(1)

BEGIN CONSTRUCTION

N

13 18 17 16 15

222120

29 28 27

T

N

R 1 E

D E

E P C R E E K

R 1 W

L io n s D e n

L a k e

M ir ro r

R o a d

W E S

T S I D

E R

O A

D

95+25.00

"ALI_MAIN_01"

ID BOUNDARY 5806(1)

END CONSTRUCTION

Riverside Road

Riverside Ro ad

C o u e r d 'A le n e m il e s t o

C a n a d ia n B o rd e r m il e s t o

Refuge maintenance yard

The Kootenai National Wildlife

VICINITY MAP

:3

S e p te m b e r

U

S

S u r_ ft

D d ja p w w o r k

\d ja p r o d \d m s

\i d a a d

.d g n

PROJECT

NUMBER

ID BOUNDARY 5806(1) A.4

Sheet and Description

SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I SECTION J -

PLAN &

PROFILE

APPROACH

ROADS &

TURNOUTS

SOIL

EROSION &

SEDIMENT

CONTROL

DRAINAGE RESERVED

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 15702-1000 SOIL EROSION CONTROL, TEMPORARY

DIVERSION CHANNEL LPSM All ALL

A0140 15703-1500 SOIL EROSION CONTROL, TEMPORARY SOIL

TACKIFIER ACRE 2.5

A0160 15703-2500 SOIL EROSION CONTROL, MULCHING,

HYDRAULIC METHOD ACRE 2.5

A0180 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 7,782 368 8,150

A0200 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 9,741 459 10,200

A0220 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FILTER

ROCK) EACH 15 1 16

A0240 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FIBER

ROLL) EACH 13 2 15

A0260 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL

A0280 20101-0000 CLEARING AND GRUBBING ACRE 11.0 0.5 11.5

A0300 20301-1900 REMOVAL OF PIPE CULVERT EACH 6 6

A0320 20301-2400 REMOVAL OF SIGN EACH 1 1

A0340 20302-0700 REMOVAL OF FENCE LNFT 766 59 825

A0360 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 18,911 889 19,800

A0380 20315-0000 SAWCUTTING PAVEMENT LNFT 310 15 325

A0400 20401-0000 ROADWAY EXCAVATION CUYD 5,921 579 6,500

A0420 20402-0000 SUBEXCAVATION CUYD 23,975 1,004 2,271 27,250

A0440 20403-0000 UNCLASSIFIED BORROW CUYD 62,290 6,210 68,500

A0460 20410-0000 SELECT BORROW CUYD 27,090 1,410 28,500

A0480 20701-0100 SEPARATION-STABILIZATION GEOTEXTILE,

CLASS 1, TYPE A (NON-WOVEN) SQYD 10,970 1,015 515 12,500

A0500 20701-0300 SEPARATION-STABILIZATION GEOTEXTILE, The allowance is meant for additional

CLASS 1, TYPE C (WOVEN) reinforcement if target densities are not achieved during subexcavation

SQYD 40,770 4,661 2,069 47,500 compaction from 32+00 to 53+00

A0520 20703-2000 GEOGRID, STABILIZATION SQYD 13,860 640 14,500

A0540 20815-0000 COFFERDAMS LPSM ALL

A0560 20820-0000 DEWATERING LPSM ALL

A0580 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 3,100 300 3,400

A0600 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 369 16 385

MileStone: 100% Phase 1B (2025)

Date Completed: 03/06/25

Report Date: 03/06/25

A

M

E

N

D

Line

Item

No.

Pay Item

Number

SUMMARY OF QUANTITIES - Schedule A -M a r-

:1 P

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated

Quantities h tt p s

/d ja n d a .s h a re p o in t.

c o m

/s it e s /A c ti v e P ro je c ts

/S h a re d D o c u m e n ts

/7 .1

W

F L H

D

R iv e rs id e R o a d I m p ro v e m e n ts

/E n g in e e ri n g /D o c s /Q u a n ti ti e s

S O

Q .x ls m

]S h e e t

STATE PROJECT

B.1BOUNDARY 5806(3)BID

SHEET

NUMBER

SUMMARY OF QUANTITIES

4,069 49,500

PLAN &

PROFILE

APPROACH

ROADS &

TURNOUTS

SOIL

EROSION &

SEDIMENT

CONTROL

DRAINAGE RESERVED

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE

Bid

Schedule

A0620 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 CUYD 160 10 170

A0640 25124-0000 RIVER COBBLES CUYD 158 7 165

A0660 30101-2000 AGGREGATE BASE GRADING D TON 23,857 458 1,185 25,500

A0700 30201-1000 ROADWAY AGGREGATE, METHOD 1 CUYD 677 38 715 Approach Roads

A0720 30910-0000 EMULSIFIED ASPHALT (DUST SUPPRESSION &

AGGREGATE STABILIZER) TON 40

A0760 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX,

1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM

SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL TON 6,640 197 163 7,000

A0780 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 66 2 68

A0820 41201-0000 TACK COAT TON 13 13

A0840 60201-0400 12-INCH PIPE CULVERT LNFT 135 5 140

A0860 60201-0800 24-INCH PIPE CULVERT LNFT 150 10 160

A0880 60201-1000 36-INCH PIPE CULVERT LNFT 188 12 200

A0900 60220-1950 8 FEET SPAN, 7 FEET RISE PRECAST

REINFORCED CONCRETE BOX CULVERT LNFT 44 44

A0920 60220-3150 10 FEET SPAN, 8 FEET RISE PRECAST

REINFORCED CONCRETE BOX CULVERT LNFT 58 58

A0940 60601-0000 SPILLWAY ASSEMBLY EACH 1 1

A0960 61920-2000 REMOVE AND RESET GATE EACH 1 1

A0980 61920-2000 REMOVE AND RESET GATE (ELECTRIC

AUTO-TOUR GATE) EACH 1 1

A1000 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM

CAPACITY HOUR 40

A1020 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM

RATED CAPACITY BUCKET, 18-INCH WIDTH HOUR 40

A1040 62201-0900 WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED

CAPACITY HOUR 40

A1060 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 40

A1080 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD

MINIMUM CAPACITY WITH THUMB ATTACHMENT HOUR 40

A1100 62301-0000 GENERAL LABOR HOUR 40

A1120 62405-0400 PLACING CONSERVED TOPSOIL, 6-INCH DEPTH SQYD 31,210 1,540 32,750

A1140 62501-0000 TURF ESTABLISHMENT ACRE 6.4 0.4 6.8

A1160 63303-0100 SIGN, STEEL PANEL, TYPE 3 SHEETING EACH 12 12

A1180 63309-0200 DELINEATOR, TYPE 2 EACH 34 2 36

A1200 63316-1000 REMOVE AND RESET SIGN EACH 37 37

A1220 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE) LNFT 33,766 34 33,800

A1240 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW) LNFT 25,192 58 25,250

-M a r-

:1 P

M

MileStone: 100% Phase 1B (2025)

Date Completed: 03/06/25

Report Date: 03/06/25 h tt p s

/d ja n d a .s h a re p o in t.

c o m

/s it e s /A c ti v e P ro je c ts

/S h a re d D o c u m e n ts

/7 .1

W

F L H

D

R iv e rs id e R o a d I m p ro v e m e n ts

/E n g in e e ri n g /D o c s /Q u a n ti ti e s

S O

Q .x ls m

]S h e e t

(2

SUMMARY OF QUANTITIES - Schedule A

A

M

E

N

D

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B.2BOUNDARY 5806(3)BID

SHEET

NUMBER

SUMMARY OF QUANTITIES

PLAN &

PROFILE

APPROACH

ROADS &

TURNOUTS

SOIL

EROSION &

SEDIMENT

CONTROL

DRAINAGE RESERVED

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE

Bid

Schedule

A1260 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN (WHITE) LNFT 200 10 210 Two applications/coats

A1280 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN

(YELLOW) LNFT 5,000 50 5,050

A1300 63403-0200 PAVEMENT MARKINGS, TYPE B (CROSSWALK) SQFT 120 120

A1320 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM All ALL

-M a r-

:1 P

M

MileStone: 100% Phase 1B (2025)

Date Completed: 03/06/25

Report Date: 03/06/25 h tt p s

/d ja n d a .s h a re p o in t.

c o m

/s it e s /A c ti v e P ro je c ts

/S h a re d D o c u m e n ts

/7 .1

W

F L H

D

R iv e rs id e R o a d I m p ro v e m e n ts

/E n g in e e ri n g /D o c s /Q u a n ti ti e s

S O

Q .x ls m

]S h e e t

(3

SUMMARY OF QUANTITIES - Schedule A

A

M

E

N

D

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B.3BOUNDARY 5806(3)BID

SHEET

NUMBER

SUMMARY OF QUANTITIES

CL

Profile grade

Traveled lane

10'

Traveled lane

10'Shoulder 5'

Aggregate base grading D, 12-inch compacted depth

1:4

' 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'

Turf establishment limits

2% Crown

(2.5-inch bottom lift, 1.5-inch top lift)

4-inch compacted depth, placed in two lifts

Asphalt concrete pavement, type 1, 5'

Shoulder 5'

1:

Approximate existing ground

"ALI_MAIN_01"

1:

9+76.97 to 30+00

Turf establishment limits

Tack coat (between lifts)

Separation-stabilization geotextile, class 1, type A (non-woven)

"ALI_MAIN_01"

Subexcavation, Type 1

30+00 to 53+00

FOOTNOTE:

Embankment

Shoulder 5'

Traveled lane

10' lifts)

(between

Tack coat

CL

Profile grade

Traveled lane

10'Shoulder 5'

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

5'

3'

1:4

:11

:1

(2.5-inch bottom lift, 1.5-inch top lift)

4-inch compacted depth, placed in two lifts

Asphalt concrete pavement, type 1, Aggregate base grading D, 12-inch compacted depth existing ground

Approximate depth varies

Select borrow, 1:

See Fill Slope Rounding approximately 4' depth under existing pavement, Protect in place existing gravel

See Road Cross Sections

Backfill with unclassified borrow material, typical of both sides.

Subexcavation, 4' depth. Match bottom of existing gravel.

Geogrid stabilization

Separation-stabilization geotextile, class 1, type C (woven), typ.

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

Varies

Existing Pavement

Approximately 22' Edge to Edge

Turf establishment limits Turf establishment limits

Embankment

Place conserved topsoil limit Place conserved topsoil limit

1:4

See Fill Slope Rounding

See Cut Slope Rounding

Edge

Safety

See

Place conserved topsoil limit Place conserved topsoil limit

1:4

Edge

Safety

See

See Cross Section sheets.

Grade final fill slope to drain over berm.

S lo p e S ta k e

S ta k e

S lo p e lo p e S ta k e

S lo p e S ta k e

First lift of asphalt

Aggregate base course

SAFETY EDGE

Second lift of asphalt

FILL SLOPE ROUNDING DETAIL

CUT SLOPE ROUNDING DETAIL

Va ria ble

S lo p e s ta k e l im it

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

0.25 D Existing ground

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

0.25 D

Slope stake limit

Existing ground

5'-0"5'-0"

5'-0" 5'-0'

1:3

2% Crown

2% Crown 2% Crown

92+00 to 95+25

D

D

Existing gravel limits may vary

1:2

[2]

[1] enchroachment beyond Construction Limit

Reduce or eliminate Fill Slope Rounding to prevent embankment

G.9 for Box Culvert Bedding & Subexcavation Detail.

gravel under pavement for Box Culvert installations. See sheet

From 36+11 to 36+59 and 52+65 to 53+20, excavate existing

[1]

[2]

:1

:14

TYPICAL SECTION

:2

S e p te m b e r

U

S

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

\d ja p r o d \d m s

\i d a c a .d g n

PROJECT

C.1

Shoulder 5'

Aggregate base grading D, 12-inch compacted depth

Approximate existing ground

(2.5-inch bottom lift, 1.5-inch top lift)

4-inch compacted depth, placed in two lifts

Asphalt concrete pavement, type 1, Shoulder 5' at Deep Creek Levee

Approximate existing ground

CL

"ALI_MAIN_01"

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

1:4

Subexcavation, Type 3

83+00 to 92+00 lifts)

(between

Tack coat Profile grade

Separation-stabilization geotextile, class 1, type C (woven)

"ALI_MAIN_01"

Subexcavation, Type 2

53+00 to 83+00

:1 1:

Traveled lane

10'

Traveled lane

10'Shoulder 5'

Shoulder

5'CL

Turf establishment limits

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

5'

Profile grade lifts)

(between

Tack coat

1:

(2.5-inch bottom lift, 1.5-inch top lift)

4-inch compacted depth, placed in two lifts

Asphalt concrete pavement, type 1, Aggregate base grading D, 12-inch compacted depth

18-inch compacted depth

Select borrow, class 1, type C (woven)

Separation-stabilization geotextile, :1

:1

Approximate existing ground

1:2

Embankment

67+00 to 83+00 Ditch Elevation & Depth See Cross Sections for Varies

1:4 1:4

S lo p e S ta k e

Place conserved topsoil limit

S lo p e S ta k e

Edge

Safety

See

See Fill Slope Rounding

Edge

Safety

See

:1

2% Crown2% Crown

2% Outslope 2% Outslope limits establishment

Turf

1:

83+00 to 92+00 Ditch Elevation & Depth See Cross Sections for Varies

1:4 limits establishment

Turf

S lo p e S ta k e

5'

10'

Traveled lane Traveled lane

10'

1:2

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

5'

S lo p e S ta k e

Turf establishment limits

Place conserved topsoil limit

See Road Cross Sections

Backfill with unclassified borrow material.

measured from the toe of subgrade.

Subexcavation, 18-inch depth minimum

See Road Cross Sections

Backfill with unclassified borrow material.

measured from the toe of subgrade.

Subexcavation, 18-inch depth minimum topsoil limit conserved

Place topsoil limit

Place conserved

TYPICAL SECTION

NUMBER

C.2

PROJECT

GPK FILE DATED 12/4/2017

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

17101 2564885.566 2480028.329 1783.144 48°42'00.182094"N 116°20'56.224159"W 1728.9742 0.99987463 PK & WASHER 1.

17102 2564518.548 2480621.960 1783.590 48°41'56.606483"N 116°20'47.332200"W 1729.407 0.99987441 PK & WASHER

17103 2564057.778 2481311.447 1784.055 48°41'52.112953"N 116°20'37.000857"W 1729.8589 0.99987417 PK & WASHER

17104 2563765.212 2481841.638 1784.083 48°41'49.266722"N 116°20'29.063905"W 1729.8771 0.99987399 PK & WASHER

17105 2563517.232 2482612.801 1783.768 48°41'46.878642"N 116°20'17.540459"W 1729.5489 0.99987376 PK & WASHER

17106 2563392.445 2483059.389 1782.903 48°41'45.681245"N 116°20'10.869414"W 1728.6774 0.99987365 5/8" IR W/FHWA ALUM CAP

17107 2563102.662 2483409.750 1786.277 48°41'42.848373"N 116°20'05.613916"W 1732.0448 0.99987338 5/8" IR W/FHWA ALUM CAP

17108 2562753.109 2483376.146 1809.786 48°41'39.396633"N 116°20'06.074834"W 1755.5505 0.99987227 5/8" IR W/FHWA ALUM CAP

17109 2562506.005 2483466.847 1820.922 48°41'36.965209"N 116°20'04.694687"W 1766.6833 0.99987171 5/8" IR W/FHWA ALUM CAP

17110 2562276.439 2483445.977 1819.479 48°41'34.698399"N 116°20'04.979522"W 1765.237 0.99987178 5/8" IR W/FHWA ALUM CAP

17111 2562221.423 2483613.932 1805.011 48°41'34.168229"N 116°20'02.469908"W 1750.769 0.99987242 5/8" IR W/FHWA ALUM CAP

17112 2562132.398 2483873.353 1803.994 48°41'33.309361"N 116°19'58.593161"W 1749.7487 0.99987239 5/8" IR W/FHWA ALUM CAP

17113 2562248.348 2483971.487 1806.403 48°41'34.460891"N 116°19'57.143704"W 1752.1577 0.99987224 5/8" IR W/FHWA ALUM CAP

17114 2562449.737 2484059.279 1791.891 48°41'36.454703"N 116°19'55.858096"W 1737.649 0.9998729 5/8" IR W/FHWA ALUM CAP

17201 2566873.382 2464211.905 1782.063 48°42'18.503724"N 116°24'52.253048"W 1728.3492 0.99988017 MAG & WASHER

17202 2566594.561 2464217.004 1782.877 48°42'15.752957"N 116°24'52.140811"W 1729.1599 0.99988012 5/8" IR W/FHWA ALUM CAP

17203 2566216.555 2464368.120 1791.186 48°42'12.036051"N 116°24'49.838927"W 1737.4591 0.99987967 5/8" IR W/FHWA ALUM CAP

17204 2566075.107 2464607.237 1794.000 48°42'10.660866"N 116°24'46.255930"W 1740.26 0.99987945 5/8" IR W/FHWA ALUM CAP

17205 2565985.000 2465064.610 1761.594 48°42'09.810926"N 116°24'39.425988"W 1707.831 0.99988083 5/8" IR W/FHWA ALUM CAP

17206 2566016.070 2465775.307 1761.236 48°42'10.178147"N 116°24'28.835295"W 1707.4369 0.99988059 5/8" IR W/FHWA ALUM CAP

RIVER1 2567184.122 2464232.548 1776.436 48°42'21.571658"N 116°24'51.985664"W 1722.7222 0.99988043 5/8" IR W/FHWA ALUM CAP

RIVER2 2566028.886 2466693.565 1758.514 48°42'10.382562"N 116°24'15.147999"W 1704.6755 0.99988039 5/8" IR W/FHWA ALUM CAP

RIVER3 2566003.177 2468554.310 1763.129 48°42'10.285466"N 116°23'47.405616"W 1709.2216 0.99987951 2 1/2" section corner brass cap

RIVER4 2566811.311 2472460.049 1781.992 48°42'18.582244"N 116°22'49.280102"W 1727.9928 0.99987724 5/8" IR W/FHWA ALUM CAP

RIVER5 2566398.654 2473194.205 1781.921 48°42'14.570149"N 116°22'38.284497"W 1727.9021 0.99987699 5/8" IR W/FHWA ALUM CAP

RIVER6 2565203.484 2479330.992 1782.625 48°42'03.264950"N 116°21'06.656649"W 1728.4716 0.99987488 5/8" IR W/FHWA ALUM CAP

RIVER7 2562520.870 2484498.768 1783.798 48°41'37.189655"N 116°19'49.315603"W 1729.5527 0.99987315 5/8" IR W/FHWA ALUM CAP

RIVER8 2562613.311 2485112.891 1784.368 48°41'38.147823"N 116°19'40.172529"W 1730.1227 0.99987293 5/8" IR W/FHWA ALUM CAP

PROJECT : Riversidde Road Improvements DATE OF FIELD WORK : October-November 2017

DATE OF FINAL ADJUSTMENT : 12/2017

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : Idaho West SPCS NAD83 (2011)

EPOCH DATE : 2010.000

VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID12b

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.

F:

\6

R iv er si de R oa d

Im pr ov em en ts

\d gn

\i d-a2

_R iv er si de

R iv er si de _R oa d_

C on tr ol

Sh ee t.

xl sx ]S he et

-A ug -2

3:

W

FL

H

D S ur ve y

W

FL

H

D S ur ve y

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.19

SHEET

NUMBER

BOUNDARY 5806(1)ID

SURVEY CONTROL

(3)

PROJECT

ID BOUNDARY 5806(3)

02/19/25

Backfilling and compaction of Subexcavation areas is included in ITEM 20403-0000 UNCLASSIFIED BORROW.

3. ITEM 20402-0000 SUBEXCAVATION includes excavation, haul, and disposal of Subexcavation areas shown in C sheets.

2. Additional excavation that is suitable for use in embankment construction (Section 209 Structural excavation and Culverts).

1. All volumes are in-place cubic yards (i.e. in situ or compacted in place).

NOTE:

Sheet 1 of 3

TABULATION OF QUANTITIES

:5

A u g u s t

In t_ ft d ja p w w o r k

\d ja p r o d \d m s

\i d a b a .d g n

PROJECT

D.2

Sheet 2 of 3

TABULATION OF QUANTITIES

:5

A u g u s t

In t_ ft d ja p w w o r k

\d ja p r o d \d m s

\i d a b a .d g n

PROJECT

D.3

BOUNDARY 5806(1)ID

STATE

(3)

PROJECT

ID BOUNDARY 5806(3)

Sheet 3 of 3

TABULATION OF QUANTITIES

:5

S e p te m b e r

S

IT

E

M d ja p w w o r k

\d ja p r o d \d m s

\i d a b b .d g n

PROJECT

D.4

6+00 7+00 8+00 9+00 10+0010+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00

1,760 1,760

1,770 1,770

1,780 1,780

1,790 1,790

1,800 1,800

,7

.2

+1.55%

-3.90%

-0.03%

.0

.5

.0

.7

SSD = 278'

K = 29

160' VC

K = 57

220' VC

1780178

B C

T W A R N I

N G B U R I

E D U T I L I T Y

T W A R N I

N G B U R I

E D U T I L I T Y

T

W A R N I N G

B U R I E D

U T I L I T Y

W F

E M

E M

W F

W

BEGIN PROJECT

9+76.97

"ALI_MAIN_01"

ID BOUNDARY 5806(3)B

BEGIN CONSTRUCTION

55 LNFT

12-Inch Pipe Culvert, El = 1790.23

E = 2463920.537

N = 2567545.372 N to be constructed

"ALI MAIN 01" Line of pavement

Proposed edge pavement

Existing edge of

WEST SIDE ROAD

Slope stake limits1

.0

See sheet G.2

80 LNFT

24-Inch Pipe Culvert

P P

.4

.5

P P

110 LNFT

Removal of fence

52 LNFT

Removal of fence

120 LNFT

Removal of fence

Refuge Education Center

Kootenai National Wildlife

40 LNFT

12-Inch Pipe Culvert evenly at a 12.5:1 taper

Transition Rt and Lt

9+76.97 to 10+26.97

Pavement width transition

112 LNFT

Removal of fence

.0

.9

A R

D

A R

D

P P

Kristin.mettke@nli.coop

208-255-5395

Kristin Mettke, Engineering & Operations Manager

Electricity - Northern Lights, Inc.

mklaus@bonnersferry.id.gov

208-267-0357 or 208-946-9488

City Engineer/Administrator

Mike Klaus, P.E.

City of Bonners Ferry

Michael.Chappelar@ziply.com

208-255-9624

Michael Chappelar, OSP Engineer

Telecommunications - Ziply Fiber on Plan Sheets detail.

1. See sheet E.8 for Approach Road Symbol

NOTE:

See sheet G.2

80 LNFT

24-Inch Pipe Culvert

Approximate existing ground

Profile Grade

Construction limits

12+41 13+19 13+91 15+47 16+20 16+98 e = -2.0% (RT) e = -2.0% (LT) e = -2.0% (RT) e = +5.8% (LT) e = +5.8% (LT) e = -5.8% (RT) e = -5.8% (RT) e = -2.0% (RT) e = -2.0% (LT)

19+15 e = -2.0% (RT) e = -2.0% (LT)

9+76

Profile grade and axis of rotation

LT EOP

RT EOP

.4 ' R t.

.4

R t.

.0

R t.

.0

L t.

CONNECTION DETAIL

Proposed pavement structure

Existing Roadway

Tack coat face

Vertical saw cut

See NOTE 1

CP

17202

P C

.7 e = 0.058

L = 225.72'

T = 114.94'

R = 485.00'

∆ = 26°39'54" (RT)

PI 14+71.22

STATE PROJECT

NUMBER

ID BOUNDARY 5806(3)B D.5

:2

M a rc h

P la n

S h e t] d ja

-p w w o rk \d ja -p ro d

\d m s

\i d

-a f.

d g n

.0 ' R t.

20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00

1,770 1,770

1,780 1,780

1,790 1,790

K = 67

200' VC

K = 50

400' VC

.0

.5

+2.9 5%

-8.03%

+0.00%

.0

.5

.0

.0

SSD = 280'

K = 37

400' VC

CP

CP

CP

CP

T W A R N I N G

B U R I E D

U T I L I T Y

TT

to be constructed

"ALI MAIN 01" Line

W E S T S

ID

E R

O A

D

N89 °3

1'

"E

.7

8 LIO

NS D

EN R

OAD

24-Inch

Removal of Pipe Culvert, RI

VERSI

DE

ROAD

P P

See sheet G.4 & G.10

Spillway Assembly.

See sheet G.4

108 LNFT

36-Inch Pipe Culvert

12-Inch

Removal of Pipe Culvert, (24-Inch Culvert and Inlet Structure)

Removal of Pipe Culvert

See sheet G.4

108 LNFT

36-Inch Pipe Culvert

Approximate existing ground

Profile Grade

See sheet G.3

80 LNFT

36-Inch Pipe Culvert

See sheet G.3

80 LNFT

36-Inch Pipe Culvert pavement

Existing edge of

Slope stake limits

Construction limits of pavement

Proposed edge

19+93 20+62 21+87 e = +5.8% (RT) e = -5.8% (LT) e = +6.0% (RT) e = -6.0% (LT)

23+52 25+37 27+11 e = +3.2% (RT) e = -3.2% (LT)

32+42 e = +3.2% (RT) e = -3.2% (LT)

32+65 e = -2.0% (LT) e = -2.0% (RT)

33+43 e = -2.0% (LT)

LT EOP

RT EOP

Profile grade and axis of rotation

.0 ' L t.

.9 ' L t.

.9 L t.

.0 L t.

22+69 e = +2.0% (RT) e = -2.0% (LT)

25+97

30+00

Begin Subexcavation, Type 1

CP

17203

CP

17205

PC

.7 e = 0.060

L = 256.21'

T = 134.53'

R = 340.00'

∆ = 43°10'32" (LT)

PI 24+52.21

e = 0.058

L = 189.46'

T = 95.88'

R = 500.00'

∆ = 21°42'40" (LT)

PI 21+25.63

e = 0.032

L = 577.60'

T = 291.78'

R = 1,650.00'

∆ = 20°03'25" (LT)

PI 29+76.02 STATE PROJECT

NUMBER

ID BOUNDARY 5806(3)B D.6

:1 a rc h

P la n

S h e d ja

-p w w o rk \d ja -p ro d

\d m s

\i d

-a f.

d g n

35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00

1,740 1,740

1,750 1,750

1,760 1,760

1,770 1,770

1,780 1,780

+0.00%

17601760

CP

17206

GPS

RIVER2BC

T

N

RIVERSIDE ROAD

"ALI MAIN 01" Line to be constructed

N89°31'32"E

See sheet G.5

44 LNFT

reinforced concrete box culvert

8-feet span, 7-feet rise precast

Profile grade

Approximate existing ground

See sheet G.5

44 LNFT

reinforced concrete box culvert

8-feet span, 7-feet rise precast of pavement

Proposed edge

Construction limits

Slope stake limits pavement

Existing edge of e = -2.0% (LT) e = -2.0% (RT)

Profile grade and axis of rotation

36+11

Begin Box Culvert Subexcavation.

Suspend Subexcavation, Type 1.

36+59

End Box Culvert Subexcavation.

Resume Subexcavation, Type 1.

CP

17206

STATE PROJECT

NUMBER

ID BOUNDARY 5806(3)B D.7

a r c h

P la n

S h e d ja p w w o r k

\d ja p r o d \d m s

\i d a f .d g

49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00

1,750 1,750

1,760 1,760

1,770 1,770

1,780 1,780

+0.00%

+0.39%

.0

.0

K = 1,038

400' VC

T

T

NN

RIVERSIDE ROAD

to be constructed

"ALI MAIN 01" Line

A R

D

See sheet G.6

58 LNFT

10-feet span, 8 feet rise precast reinforced concrete box culvert

12-Inch

Removal of Pipe Culvert, 30-Inch

Removal of Pipe Culvert, C e n te r D it c h

N89°31'32"E

.7

Approximate existing ground

Profile grade

See sheet G.6

58 LNFT

10-feet span, 8 feet rise precast reinforced concrete box culvert

See sheet E.6 for details

Center ditch parking lot to be raised, regraded of pavement

Proposed edge

Construction limits

Slope stake limits pavement

Existing edge of e = -2.0% (LT) e = -2.0% (RT)

Profile grade and axis of rotation

52+65

Begin Box Culvert Subexcavation.

End Subexcavation, Type 1.

53+20

End Box Culvert Subexcavation.

Begin Subexcavation, Type 2.

STATE PROJECT

NUMBER

ID BOUNDARY 5806(3)B D.8

a r c h

P la n

S h e d ja p w w o r k

\d ja p r o d \d m s

\i d a f .d g

64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00

1,760 1,760

1,770 1,770

1,780 1,780

+0.39%

GPS

RIVER3

T

T

NN

RIVERSIDE ROAD

Existing edge of pavement to be constructed

"ALI MAIN 01" Line

40 LNFT

12-Inch Pipe Culvert, 12-Inch

Removal of Pipe Culvert, N89°31'32"E

Method 1, typ.

Roadway Obliteration, See Sheet E.7

73+00 to 75+00, Road Turnout, See sheet G.7

70 LNFT

24-Inch Pipe Culvert

66+88.13

ARD

Remove and Reset Gate

Approximate existing ground

Profile grade

See sheet G.7

70 LNFT

24-Inch Pipe Culvert of pavement

Proposed edge

Construction limits

Slope stake limits pavement

Existing edge of

64+40 65+18 65+87 e = +5.6% (RT) e = -5.6% (LT) e = -2.0% (RT) e = -2.0% (LT) e = +5.6% (RT) e = -5.6% (LT)

69+30 70+42.50 e = -6.0% (RT) e = +6.0% (LT)

71+60 74+32 e = -6.0% (RT) e = +6.0% (LT) e = -2.0% (RT) e = -2.0% (LT)

75+09 75+87

LT EOP

RT EOP

Profile grade and axis of rotation

.0 L t.

.9

L t.

.9 ' L t.

.0 ' L t.

.0 ' R t.

.1 ' R t.

.1

R t.

.0

R t.

.0 L t.

e = 0.056

L = 485.86'

T = 264.04'

R = 500.00'

∆ = 55°40'32" (LT)

PI 68+20.72

e = 0.060

L = 423.87'

T = 234.28'

R = 400.00'

∆ = 60°42'56" (RT)

PI 72+76.82

STATE PROJECT

NUMBER

ID BOUNDARY 5806(3)B D.9

a rc h

P la n

S h e d ja

-p w w o rk \d ja -p ro d

\d m s

\i d

-a f.

d g

78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00

1,760 1,760

1,770 1,770

1,780 1,780

1,790 1,790

+0.39%

+0.11%

.0

.4

.0

.9

.0

.3

SSD = 4159'

K = 1433

390' VC

SSD = 415'

K = 54

180' VC

K = 72

120' VC

1760176

51775

UPUPUP

UP

EM

TT

N

Existing edge of pavement to be constructed

"ALI MAIN 01" Line

RIVERSIDE ROAD

.8

A R

D

.0

N85°26'05"E

60 LNFT

Removal of fence

97 LNFT

Removal of fence

See Sheet E.6

Remove and Reset Gate, Method 1, typ.

Roadway Obliteration, 38 LNFT

Removal of fence

177 LNFT

Removal of fence

A R

D

.9

P P

Profile grade

Approximate existing ground of pavement

Proposed edge

Construction limits

Slope stake limits pavement

Existing edge of e = -2.0% (RT)

78+22 79+00 e = +5.2% (RT) e = -5.2% (LT)

79+62 e = -5.2% (LT) e = +5.2% (RT)

81+72 e = +2.0% (RT) e = -2.0% (LT)

82+34 e = -2.0% (LT) e = -2.0% (LT) e = +2.0% (RT)

89+23 90+12 e = +4.6% (RT) e = -4.6% (LT)

RT EOP

LT EOP

Profile grade and axis of rotation

.0

L t.

.9

L t.

.9 ' L t.

.0 L t.

.0 L t.

.0

L t.

.0

L t.

83+00

Begin Subexcavation, Type 3

End Subexcavation, Type 2

92+00

End Subexcavation, Type 3 e = 0.052

L = 268.14'

T = 136.35'

R = 600.00'

∆ = 25°36'19" (LT)

PI 80+69.14

e = 0.046

L = 362.36'

T = 183.97'

R = 850.00'

∆ = 24°25'31" (LT)

PI 91+69.39

STATE PROJECT

NUMBER

ID BOUNDARY 5806(3)B D.10

a rc h

P la n

S h e d ja

-p w w o rk \d ja -p ro d

\d m s

\i d

-a f.

d g

93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00

1,770 1,770

1,780 1,780

1,790 1,790

K = 132

500' VC

-1.53%

+2.26

-1.97%

-0.27% +0.01%

.0

.8

.0

.8

.0

.0

.0

.8

SSD = 355'

K = 47

200' VC

K = 89

150' VC K = 305

85' VC

1770 1

UP

UPUP

UP

EM

TT

W A R N I N G

B U R I E D

U T I L I T Y

T

T

T

N

Existing bridge

N

RIVERSIDE ROAD

K O

O

TEN

A I R

IV

ER

P P

See Sheet E.6

Remove and reset gate

NWR

Kootenai

.0

D E E P C

R E E

K

STA 94+08.47.

Do not remove or install any guardrail east of to be constructed under a future project.

95+25.00 are for information only and

1. All improvements displayed east of STA

NOTE:

P P

.9

95+25.00

"ALI_MAIN_01"

El = 1777.43

E = 2471150.464

N = 2567032.596

Profile grade existing ground

Approximate

Protect existing guardrail in place

Field fit into existing

End surfacing improvements

94+08.47 Rt.

Protect existing guardrail in place

Field fit into existing

End surfacing improvements

95+25.00 LT

Construction limits pavement along centerline

Sawcut existing

Slope stake limits

ID BOUNDARY 5806(3)B

END CONSTRUCTION

93+18 e = +4.6% (RT) e = -4.6% (LT) 93+68 e = -2.0% (LT) e = +0.0% (RT)

94+08 95+25

LT EOP

RT EOP Profile grade and axis of rotation

.3 ' L t.

.1 ' R t.

.4

.9 ' L t.

Tie into existing roadway grades in each lane to be constructed

"ALI MAIN 01" Line of pavement

Proposed edge of pavement

Existing edge

P T

.7 e = 0.058

L = 291.08'

T = 150.84'

R = 450.00'

∆ = 37°03'43" (rT)

PI 97+14.88

e = 0.060

L = 280.43'

T = 146.95'

R = 380.00'

∆ = 42°16'59" (RT)

PI 102+35.14

PROJECT

NUMBER

ID BOUNDARY 5806(3)B D.11

:2 a rc h

P la n

S h e d ja

-p w w o rk \d ja -p ro d

\d m s

\i d

-a f.

d g n

END PROJECT

.0 ' R t.

QUANTITIES

APPROACH ROADS

TABULATION OF

E.1

STATE PROJECT

NUMBER

SHEET

ID BOUNDARY 5806(3)

:2 o v e m b e r

In t_ ft

R iv e r s id e R o a d I m p r o v e m e n ts

\d g n \i d a R iv e r s id e \i d a b c .d g n

J

P E

D E

R S

O N

B M c C

R A

Y /2

/2

C h e c k e d b y

D e s ig n e d b y

PROJECT

ID BOUNDARY 5806(3) E.1

300+00 300+50 301+00

1,788 1,788

1,790 1,790

1,792 1,792

1,794 1,794

.0

.0

-2.15% +3.0

0%

.2

+0.47%

.0

.4

.0

.4

SSD = 131'

K = 2

15' VC

K = 2

15' VC

,7

.3

,7

.4

301+00 301+50 302+00

1,784 1,784

1,786 1,786

1,788 1,788

1,790 1,790

.1

.8

,7

.8

,7

.1

-0.07%

.2

PI 300+59.57

Δ = 84°29'29" (LT)

R = 20.00' T = 18.16' L = 29.49'

S57°48'14"W

S '1

"E

10+67.02 RT

MYRTLE FALLS TRAIL PARKING

12+06.99 RT

MYRTLE FALLS TRIAL PARKING

Existing ground Approximate

Existing ground Approximate

Profile grade Profile grade

300+70 pavement Sawcut and tack coat existing Proposed Edge of Pavement.

301+53 Sawcut and tack coat existing pavement Proposed Edge of Pavement.

Existing edge of pavement

Existing edge of pavement

"APPR 01" Line to be constructed to be constructed "APPR 02" Line

Proposed Edge of Pavement Proposed Edge of Pavement

N N

E = 2463900.62 N = 2567440.53

E = 2463911.41 N = 2567415.77

E = 2463941.17 N = 2567429.14

Outlet: 301+18.05; 16.62' LT Inlet: 301+36.53; 14.89' RT Install new 40-ft, 12" CMP

IE out: 1782.76 IE in: 1784.29 Install new 40 ft 12" CMP

"ALI MAIN 01"

"ALI MAIN 01"

"ALI MAIN 01" 10+67.02 =

Construction limits

Slope stake limits

"ALI MAIN 01" 12+06.99 =

Construction limits

Slope stake limits

N °5

'1

"W

PI 301+98.70

Δ = 23°53'23" (RT)

R = 50.00' T = 10.58' L = 20.85'

S86°58'13"W

N53°44'40"W

R

IV

E R

S

ID

E R

O A

D

R

IV

E R

S

ID

E R

O A

D

"APPR 01" 300+00.00

"APPR 02" 301+00.00

5'R

R

'R

15'R

10'R

:3 a rc h

.0

P ro fi le

S h e d ja

-p w w o rk \d ja -p ro d

\d m s

\i d

-a p ln a p p r_ p h a s e b

.d g n

PROJECT

E.2

302+00 302+50

1,778 1,778

1,780 1,780

1,782 1,782

1,784 1,784

1,786 1,786

.5

.5

.5

.1

,7

.6

,7

.6

+4.

-3.00%

-5.35%

SSD = 466'

K = 6

15' VC

T W

A R

N

IN

G B

U R I E D U

T I L I T

Y

T W

A R

N

IN

G B

U R I E D U

T I L I T

Y

14+62.57 LT

HEADQUARTERS PARKING LOOP

Profile grade

Existing ground

Approximate

R

IV

E R S

ID

E R

O A

D

P A

R K

IN

G L

O O

P

H E

A D

Q U

A R

T E

302+62 pavement

Sawcut and tack coat existing

Proposed Edge of Pavement.

to be constructed

"APPR 03" Line

N

IE out: 1775.91

IE in: 1778.88

Install new 55 ft 12" CMP

Outlet: 302+47.34; 26.69' RT

Inlet: 302+57.58; 26.07' LT

Install new 55-ft, 12" CMP

"ALI MAIN 01"

"ALI MAIN 01" 14+62.57 =

Construction limits

Slope stake limits

Proposed edge of pavement

N33°45'54"E

"APPR 03" 302+00.00

'0.00L =

'0.00T =

'0.00R =

(LT)00°00'00"Δ =

0+00.00PI

R

8'R

:0

J a n u a ry

P ro fi le

S h e d ja

-p w w o rk \d ja -p ro d

\d m s

\i d

-a p ln a p p r_ p h a s e b

.d g n

PROJECT

E.3

ID BOUNDARY 5806(3)

303+00 303+50 304+00

1,792 1,792

1,794 1,794

1,796 1,796

.0

.5

,7

.9

,7

.0

+3.0 7%

+1.98

26+41.78 RT

LION'S DEN ROAD

Existing ground

Approximate

Profile grade

RIVERSIDE ROAD

LION'S DEN ROAD

303+71

Transition from Surfacing Type 2 to Surfacing Type 1

End Asphalt Pavement.

304+01

End Surfacing Type 1

"APPR 04" Line to be constructed

N

"ALI MAIN 01"

"ALI MAIN 01" 26+41.78 =

Construction limits

Slope stake limits

Proposed edge of pavement

PI 303+37.47

Δ = 61°58'42" (LT)

R = 35.00' T = 21.02' L = 37.86'

PI 304+04.26

Δ = 27°26'17" (LT)

R = 200.00' T = 48.82' L = 95.78'

S °3

'5

"W

S42°23'45"E

S69°50'02"E

303+00.00"APPR 04"

PC 303+16.45

PT 303+54.31

PC 303+55.44

P T

.2

15'R

R

:4 a rc h

P ro fi le

S h e d ja

-p w w o rk \d ja -p ro d

\d m s

\i d

-a p ln a p p r_ p h a s e b

.d g n

PROJECT

E.4

305+00 305+50 306+00 306+50

1,776 1,776

1,778 1,778

1,780 1,780

1,782 1,782

1,784 1,784

.9

.9

-4.56%

+1.00%

7.

+1.00%

.4

.4

.9

.8

SSD = 171'

K = 3

20' VCK = 3

20' VC

,7

.4

,7

.7

3 2 1

U P

U

PU

P

U P

E M

T T

92+66.04 LT

REFUGE ROAD

Profile grade

Existing ground

Approximate

R

IV

E R S

ID

E R

O A

D

Auto Tour Road

"APPR 06" Line to be constructed

N

E

See NOTE

Gate electric pedestal loops, and electrical pedestal with CO.

SCRs. Coordinate location of new gate, detector components according to Subsection 619.03 in the loops, electrical pedestal, and any incidental pedestal. Remove and reset existing gate, detector of detector loops in conjuction with adjacent electrical

Existing gate is automatically controlled by two sets

"ALI MAIN 01"

"ALI MAIN 01" 92+66.04 =

Construction limits

Slope stake limits

Proposed edge of pavement

PI 305+52.75

Δ = 50°25'22" (RT)

R = 45.00' T = 21.19' L = 39.60'

N °1

3' "W

N08°12'17"E

PC 305+

31.56

P T

.1

PO

B 305+

00.00

P O

E

.2

305+00.00"APPR 06"

R

20'R

:3 a rc h

P ro fi le

S h e d ja

-p w w o rk \d ja -p ro d

\d m s

\i d

-a p ln a p p r_ p h a s e b

.d g n

PROJECT

E.5

306+35 End Surfacing Type 1

305+34 Type 2 to Surfacing Type 1 Transition from Surfacing End Asphalt Pavement.

Edge of existing gravel road

See NOTE Remove and Reset Gate, See NOTE detector loop.

of existing gate Approximate location See NOTE existing gate detector loop.

Approximate location of

NOTE:

A

Slope stake limit

Construction limits to be constructed

"ALI MAIN 01" Line of gravel surfacing

Proposed edge removed by others

Existing fence to be reset by others

Existing signs to be reset by others

Existing gate to be

Gravel surfacing section

Mainline typical

Embankment

Approximate existing ground

Roadway aggregate, method 1, 6-inch compacted depth

Mainline edge of pavement

6-inch compacted depth

Aggregate base grading D, 4-inch compacted depth

Asphalt concrete pavement, section

Mainline typical typical section

Parking lot

B

D E

F

G

H

I

J

K

L

M

N

O

Breakline

Breakline

P

Grade to drain

SECTION A-A

NOTES:

and reset by others.

2. Boulders around the perimeter of the parking lot will be removed

1. Coordinate removal and reset of parking lot signage with the CO.

1:

3, t yp

15'

SECTION B-B

1:6 m ax

1:3 m ax

A

A

24'

110'

3.0% 3.0%

0.9% 0.9%

2.0% 2.0%

1:3

1:3

1:3

1767'

1766'

1766'

1767'

1765'

1765'

1766'

1765'

1760'

1765'

1760'

1766.2'

1766.4'

1766.6'

1766.8'

1767.2'

.4

1766.8'

1766.6'

1766.4'

1766.2'

3.0%0.0%2.0%

B

B

:0 a r c h

C e n te r D it c h

S h e d ja p w w o r k

\d ja p r o d \d m s

\i d a p ln a p p r p h a s e b .d g n

GRADING PLAN

CENTER DITCH PARKING LOT

PROJECT

E.6

R

R

NOTE:

FOOTNOTE:

field conditions as approved by the CO.

alignment of new approach is at an angle. Adjust radii to meet

1. Continue approach radius as required if connection to existing

TYPICAL APPROACH ROAD PLAN

EXISTING ROAD APPROACH

TYPICAL CONNECTION TO

Length (L1)

Approach length (L2) c o n s tr u c ti o n

E d g e o f a p p r o a c h

SURFACING TYPE 1

SURFACING TYPE 2

APPROACH

PROFILE OF TYPICAL

of Highway

ROAD SECTION

TYPICAL APPROACH

of Highway

E d g e o f s h o u ld e r otherwise noted in plans

-15% max. Unless

+15% MAX.

L2

L1

Travel width

W

[1] Variable

10' chord a 2" depression in a exceed a 3" hump or

Vertical curves not to

± 3% shoulder

Edge of

W

6" compacted depth

Subbase grading B, (see below)

Surfacing, type 1 or 2

Edge of shoulder profile and superelevation to match existing road

Taper roadway aggregate road approach

Profile of existing

6" compacted depth

Roadway aggregate, method 1, Point G

Pavement Slope

1:3

Existing ground

[2]Fill slope rounding

1:

1:3 2% varies

Surfacing section lim it

Soil stabilization

Length (L2)

(L1)

Length

Length (L2)

(L1)

Length

Clearing limit

H u m p D e p r e s s io n

[2]Cut slope rounding

[3]

[1]

Variable

See Std. 602-6, Pipe Culvert Inlet Treatment in Cut Slopes[3]

Round cut and fill slope as shown on Sheet C.1 [2] approaches shown on Sheets E.2 to 5.

Staking report data listing, (FAR clause 52.236-4) for on the plans. Construct slopes and ditches as shown in the with adjacent roadway construction, unless otherwise shown

Construct side-slopes of finished approaches to be compatible[1]

Variable

L

P a v in g l im it limit

Soil stabilization

6" compacted depth

Aggregate base, grading D, placed in one lift type 1, 3" compacted depth, Asphalt concrete pavement, placed in one lift type 1, 3" compacted depth, Asphalt concrete pavement, placed in one lift type 1, 3" compacted depth, Asphalt concrete pavement, 6" compacted depth

Aggregate base, grading D, DETAILS

APPROACH ROAD

CL

CL

CL

ON PLAN SHEETS

APPROACH ROAD SYMBOLS

C h e c k e d b y

D e s ig n e d b y

B M c C

R A

Y J

P E

D E

R S

O N

/2

/2

S h e t d ja p w w o r k

\d ja p r o d \d m s

\i d a g b .d g n

:3 a r c h

PROJECT

NUMBER

SHEET

E.8ID BOUNDARY 5806(3)

Approach Width (W) in feet

CL

of highway station

Mainline

P

PA

R D Data Table on this sheet specified in Approach Road

Approach road geometry

See sheets E.2-E.5 shown in plan & profile.

Approach road geometry

Type details on this sheet

Surfacing Type. See Surfacing

& SEDIMENT CONTROL QUANTITIES

TABULATION OF SOIL EROSION

F.1

STATE PROJECT

NUMBER

SHEET

ID BOUNDARY 5806(3)

:3 o v e m b e r

In t_ ft

R iv e r s id e R o a d I m p r o v e m e n ts

\d g n \i d a R iv e r s id e \i d a b d .d g n

K S

P A

L D

IN

G

B M c C

R A

Y /2

/2

C h e c k e d b y

D e s ig n e d b y

1780178

B C

N

18551860

18601865

N

BEGIN PROJECT

9+76.97 See sheet F.11

Fiber rolls, typ.

See sheet F.11

Fiber rolls, typ.

See sheet F.9

Fiber roll check dam, typ.

See sheet F.11

Fiber rolls, typ.

See sheet F.10

Filter rock check dam, typ.

See sheet F.8

Silt fence, typ.

See sheet F.9

Fiber roll check dam, typ.

RIVERSIDE ROAD

RIV

ERSID

E R

OAD

See Sheet F.9 for details

Install soil erosion control, fiber rolls, across ditch.

See Sheet F.11 for details

Install soil erosion control, fiber rolls.

LEGEND

See Sheet F.10 for details

Install soil erosion control, rock check dams.

See Sheet F.8 for details

Install soil erosion control, silt fence.

El = 1790.23

E = 2463920.537

N = 2567545.372 Slope stake limits of pavement.

Proposed edge

Slope stake limits culvert. See sheet F.11

Soil erosion control at culvert. See sheet F.11.

Soil erosion control at

Construction limit

Construction limit

Construction limit

Construction limit

Wetland boundary (delineated 12/2024) of pavement.

Proposed edge

STATE PROJECT

NUMBER

SHEET

ID BOUNDARY 5806(3) F.2

:1 a r c h

E r o s io n

S h e d ja p w w o r k \d ja p r o d \d m s \i d a d .d g n

PLAN

EROSION CONTROL

17601760

BC

N

N89°31'32"E

BC

BC BC

BC

BC

N

See sheet F.8

Silt fence, typ.

See sheet F.8

Silt fence, typ.

See sheet F.8

Silt fence, typ.

See sheet F.8

Silt fence, typ.

RIVERSIDE ROAD

RIVERSIDE ROAD

See sheet F.8

Silt fence, typ.

See sheet F.8

Silt fence, typ.

Slope stake limits of pavement.

Proposed edge

Slope stake limits diversion. See sheet F.7

Construct temporary

Construction limit

Construction limit

Construction limits

Construction limit

Proposed edge of pavement

N89°31'32"E

STATE PROJECT

NUMBER

SHEET

ID BOUNDARY 5806(3) F.3

:1 a r c h

E r o s io n

S h e d ja p w w o r k

\d ja p r o d \d m s

\i d a d

.d g n

PLAN

EROSION CONTROL

N

S85°26'05"E

1760176

51775

N

See sheet F.11

Fiber rolls, typ.

See sheet F.11

Fiber rolls, typ.

See sheet F.11

Fiber rolls, typ.

See sheet F.9

Fiber roll check dam, typ.

RIVERSIDE ROAD

R

IV

ER

SI

D E R

O ADSee sheet F.8

Silt fence, typ.

See sheet F.8

Silt fence, typ.

culvert. See F.11

Soil erosion control at of pavement.

Proposed edge

Slope stake limits

See sheet F.9

Fiber roll check dam, typ.

of pavement.

Proposed edge Slope stake limits

See sheet F.11

Fiber rolls, typ.

Construction limit

Construction limit

Construction limit

Construction limit

STATE PROJECT

NUMBER

SHEET

ID BOUNDARY 5806(3) F.4

:1 a r c h

E r o s io n

S h e d ja p w w o r k

\d ja p r o d \d m s

\i d a d

.d g n

PLAN

EROSION CONTROL

1770 1

N

See sheet F.11

Fiber rolls, typ.

See sheet F.11

Fiber rolls, typ.

RIVERSIDE ROAD

of pavement.

Proposed edge

Slope stake limits

Construction limit

Construction limit

END PROJECT

95+25.00 to be constructed under a future project.

east of STA 95+25.00 are for information only and

1. All improvements and erosion controls displayed

NOTE:

El = 1777.43

E = 2471150.464

N = 2567032.596

STATE PROJECT

NUMBER

SHEET

ID BOUNDARY 5806(3) F.5

:1 a r c h

E r o s io n

S h e d ja p w w o r k

\d ja p r o d \d m s

\i d a d

.d g n

PLAN

EROSION CONTROL

SIGN DETAIL

SWPPP NOTICE

STATE PROJECT

NUMBER

SHEET

ID BOUNDARY 5806(1) F.18

:4 o v e m b e r

P la n

S h e

R iv e r s id e R o a d I m p r o v e m e n ts

\d g n \i d a R iv e r s id e \i d a S

W P

P P

D e ta il .d g n

6(3)

PROJECT

ID BOUNDARY 5806(3)

ID BOUNDARY 5806(3) F.7

NO SCALE

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

Fi ll slo pe

T o e o f s lo p e

PLAN

ELEVATION

4.

3.

2.

1.

T o e o f s lo p e

Fi ll sl op e

ELEVATION

PLAN

PLAN

PLAN

END DETAIL

END POSTS DETAIL

POSTS AT JOINTS

Varies

Varies

Geotextile

Steel or wood post

Backfilled and compacted soil f o r s p a c in g

S e e N o te

Limits of clearing

(undisturbed)

Existing ground

Silt fence reinforcement

REVISED: 7/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

SILT FENCE

W157-1

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

F.14

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BOUNDARY 5806(1)ID

U

R iv e r s id e R o a d

I m p r o v e m e n ts \d g n

\i d a

R iv e r s id e \i d a d d .d g n

:3 o v e m b e r

NOTE:

Staple or tie

Section B

Geotextile fabric, Tie top of posts together driven tightly together.

Steel or wood posts

Steel or wood post

Staple or tie

Geotextile fabric

Fasten fabric to posts around each post one full turn.

Fold geotextile fabric See Note 3

End Posts Detail

End posts, see

End Posts Detail

End posts, see

See Note 3 fabric, Section A

Geotextile

Flow

Flow

Flow running around the ends.

Curve ends of silt fence upgrade to prevent water from as possible.

Install silt fence to follow the ground contours as closely 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 m in m in m in

6-foot (max.) spacing without silt fence reinforcement.

10-foot (max.) spacing with silt fence reinforcement.

4" min.

6" min. trench

8(3)

Se e N ote

6%

5%

4%

3%

2%

NO SCALE

8%

6%

5%

4%

3%

2%

5%

4%

3%

2%

7.

6.

5.

4.

3.

2.

1.

Adjust check dam spacing based on site-specific conditions.

around the ends of the fiber roll.

Provide sufficient length to prevent water from flowing

Drive stakes into undisturbed soil of trench bottom.

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

Install check dams in ditches perpendicular to the flowline.

installation.

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

gravel bags as approved by the CO, to meet the

Construct check dams from fiber rolls, filter rock, or

MODERATE GRADES

CHECK DAM

CROSS SECTION

V-DITCH

CROSS SECTION

FLAT-BOTTOM DTICH

CROSS SECTION

CROSS SECTION

STAKING DETAIL

FIBER ROLL

PLAN

are similar for flat-bottom ditches

Check dam installation details

V-ditch design shown.

Flow line

GRADE

DITCH

(See Note 7)

CHECK DAM SPACING*

GRAVEL BAG

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

Curve ends upstream

Filter rock

Filter rock

FIBER ROLL CHECK DAM

GRAVEL BAG CHECK DAM

SPACING (max.)

CHECK DAM

See Note 5

NOTE:

GRADE

DITCH

SPACING (max.)

CHECK DAM

(See Note 7)

CHECK DAM SPACING

FILTER ROCK

GRADE

DITCH

(See Note 7)

CHECK DAM SPACING*

FIBER ROLL

SPACING (max.)

CHECK DAM

FILTER ROCK CHECK DAM

uphill side of fiber roll trench material on

Place excavated

Flow

F lo w on ditch grades steeper than 5%.

Do not use fiber roll check dams

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

* Do not use gravel bag check dams

(FT)

(FT)

(FT)

Trench 2" (min.)

m in

Fiber roll 9" Ø (min.)

Trench 2" (min.)

-inch wood 8 1-inch x 18

1Stake fiber rolls in place with 1

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

2-foot (max.) spacing.

m in

"6 m in m in .6

9" Ø minimum fiber roll.

DETAIL APPROVED FOR USE 7/2016

REVISED:

157-15W

WFLHD DETAIL

:1 a r c h

D e t

W d ja p w w o r k \d ja p r o d \d m s \W

.d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

F.9

EROSION CONTROL PRODUCT

CHECK DAM WITH ROLLED

m in

"6 m in

"6

3.

2.

1.

PROFILE VIEW

V-DITCH

CROSS SECTION

FLAT-BOTTOM DITCH

CROSS SECTION

(G)

GRADE

DITCH

≥10%

8% and 9%

7%

Rolled erosion control product

1:

(t yp

Rolled erosion control product Rolled erosion control product

NOTE:

Adjust check dam spacing based on site-specific conditions.

Install check dams in ditches perpendicular to the flowline.

to installation.

Repair all rills or gullies and properly compact prior

Filter rock

Filter rock

Ponded water

(See Note 3)

CHECK DAM SPACING

FILTER ROCK

Filter rock

SPACING (S)

MAX. CHECK DAM

ROLLED EROSION CONTROL PRODUCT

FILTER ROCK CHECK DAM WITH

(FT)

Check Dam spacing (S)

Ditch Grad e (G)

WFLHD DETAIL

DETAIL APPROVED FOR USE 7/2016

157-16W

REVISED:

:4

F e b ru a ry

D e t W

-1 d ja

-p w w o rk

\d ja

-p ro d \d m s \W

-1

.d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

F.10 length requirements culverts table for

See Fiber rolls at around culvert outlet

Install fiber rolls end section with flared

Culvert outlet uphill side of fiber roll

Place excavated material on

Fill slope on uphill side of fiber roll

Place excavated material Wood stakes

Fiber roll

Slope

Fill or cut slope uphill side of fiber roll

Place excavated material on

Fiber roll roll 2" min.

Trench fiber

Stagger joints (typ.)

along contours

Install fiber rolls flared end section

Culvert inlet with table for length requirements

See Fiber rolls at culverts around culvert inlet

Install fiber rolls

See note 6 control runoff culvert as needed to

Install fiber rolls below

Fiber roll

A A

151V:2H and steeper

30Between 1V:3H and 1V:2H

45Between 1V:4H and 1V:3H

601V:4H or flatter spacing (ft)

Fiber Roll Maximum �9" Slope Gradient

FIBER ROLL SPACING TABLE*

site-specific conditions.

*Approximate spacing shown. Adjust spacing as needed due to specific conditions.

Adjust length as needed due to site-across the top of the culvert inlet only.

*Approximate length shown for rolls

3054" or larger

2030" to 48"

1024" or smaller

Fiber Roll length (ft)�9" Culvert Size

FIBER ROLL AT CULVERTS*

NO SCALE

AT CULVERT OUTLET

FIBER ROLL

AT CULVERT INLET

FIBER ROLL

FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

FIBER ROLL SLOPE LAYOUT

INSTALLATION DETAIL

FIBER ROLL AS PERIMETER CONTROL STAKE DETAIL

SECTION A-A

Flow m in .Trench 2" min.

L im it C le a ri g ta k e

S lo p

Flow irection of ru n off

Pay lim its

Pay lim its ove rlap12" mi n.

m in

Flow

Trench 2" min.

Flow

Flow

See fiber roll spacing table Flow

Se e n ote

Se e n ote culvert is crossing the disturbance.

on both the road and around the culvert and all water entering the

6. Place fiber…