ida-clark6805-1_Plans A-F.pdf

TYPE OF CONSTRUCTION:

RECONSTRUCTION

DESIGN DESIGNATION:

FREMONT COUNTY

ADT (2015) 650 (7% TRUCKS)

ADT (2035) 966 (12% TRUCKS)

V 50 MPH

e (max 6%

CLARK COUNTY

ADT (2015) 650 (5% TRUCKS)

ADT (2035) 966 (6% TRUCKS)

V 50 MPH

e (max 6%

See Sheet A.2 for complete Sheet Index

TYPE OF CONSTRUCTION:

GRADING, DRAIANGE, STRUCTURES,

AGGREGATE BASE, ASPHALT PAVEMENT, FULL

DEPTH RECLAMATION TRAIL CONSTRUCTION

DESIGN DESIGNATION:

FREMONT COUNTY

ADT (2015) 650 (7% TRUCKS)

ADT (2035) 966 (12% TRUCKS)

V 50 MPH

e (max 6%

CLARK COUNTY

ADT (2015) 650 (5% TRUCKS)

ADT (2035) 966 (6% TRUCKS)

V 50 MPH

e (max 6%

FOR

PLAN & PROFILE

See Sheet A.4 for Vicinity Map e (max) e (max)

CARIBOU-TARGHEE

NATIONAL FOREST

& CATTLE GUARD

J. KEY

(2022) 1,700 2,200

S) S) 1,700 2,200

(12% TRUCKS)

MPH

(7% TRUCKS)

(12% TRUCKS)

(5% TRUCKS)

(6% TRUCKS)

MPH

(5% TRUCKS)

(6% TRUCKS)

(2035) (2015) (2022)

GRADING, DRAINAGE, STRUCTURES,

BRENT L COE Digitally signed by BRENT L COE Date: 2023.09.13 18:20:49 -07'00'

A.2

STATE PROJECT

NUMBER

SHEET

U

S C

F

.0

W

F L

H D

Y a le

-K il g o re R o a d

D e s ig n \D

G N

\i d

-a

Y a le

-K il g o re \i d -a a b

.d g n

ID

FREMONT 6805(1)

CLARK 6805(1)

:2

A

M

D e c e m b e r

M

J E

N S

E N

P D

R U

Y V

E S

T E

IN

/2

/2

/2

/2

C h e c k e d b y

D e s ig n e d b y

N.2-23

N.1

M.19

M.18

M.17

M.16

M.15

M.14

M.13

M.12

M.11

M.10

M.9

M.8

M.4-7

M.3

M.2

M.1

L.44

L.43

L.42

L.41

L.3-40

L.1-2

K.8

K.7

K.6

K.5

K.4

K.3

K.2

K.1

J.3

J.2

J.1

YALE-KILGORE ROAD UTILITIES

TABULATION OF UTILITY IMPACTS

MILL CREEK TRAIL BRIDGE DIAPHRAGM DETAILS

MILL CREEK TRAIL BRIDGE DETAILS

MILL CREEK TRAIL BRIDGE FRAMING PLAN

MILL CREEK TRAIL BRIDGE BEARING DETAILS

MILL CREEK TRAIL BRIDGE BENT PLAN AND ELEVATION

MILL CREEK TRAIL BRIDGE BACKWALL AND WINGWALL DETAILS

MILL CREEK TRAIL BRIDGE BACKWALL CONNECTION DETAILS

MILL CREEK TRAIL BRIDGE ABUTMENT PLAN AND ELEVATION

MILL CREEK TRAIL BRIDGE ABUTMENT DETAILS

MILL CREEK TRAIL BRIDGE FOUNDATION PLAN

MILL CREEK TRAIL BRIDGE GENERAL NOTES AND TYPICAL SECTION

MILL CREEK TRAIL BRIDGE PLAN AND ELEVATION

SHERIDAN CREEK BRIDGE RAIL DETAILS

SHERIDAN CREEK BRIDGE DECK PLAN AND DETAILS

SHERIDAN CREEK BRIDGE GENERAL LAYOUT

SHERIDAN CREEK BRIDGE DEMOLITION PLANS

BIPARTISAN INFRASTRUCTURE LAW SIGN

IDAHO DELINEATORS

PERMANENT SIGN INSTALLATION WOOD POSTS

LINEAR PAVEMENT MARKINGS

PERMANENT TRAFFIC CONTROL PLAN

TABULATION OF PERMANENT TRAFFIC CONTROL QUANTITIES

WOOD POSTS

TEMPORARY TRAFFIC CONTROL SIGN INSTALLATION

(WITH FLAGGERS)

TEMPORARY TRAFFIC CONTROL ROAD CLOSURE LAYOUT

LAYOUT (WITH FLAGGERS)

TEMPORARY TRAFFIC CONTROL SINGLE LANE CLOSURE

DELINEATION AND SIGNING FOR UNMARKED PAVEMENTS

TEMPORARY TRAFFIC CONTROL ADVANCE SIGNING

SIGNING - FREMONT COUNTY

TEMPORARY TRAFFIC CONTROL PLAN PROJECT LIMIT

SIGNING - CLARK COUNTY

TEMPORARY TRAFFIC CONTROL PLAN PROJECT LIMIT

TABULATION OF TEMPORARY TRAFFIC CONTROL QUANTITIES

CATTLE GUARD PRECAST FOUNDATION

CATTLE GUARD

CATTLE GUARD

N. UTILITIES

M. BRIDGES

L. PERMANENT TRAFFIC CONTROL

K. TEMPORARY TRAFFIC CONTROL

J. FENCES, GATES AND CATTLE GUARD

INDEX TO SHEETS

I.8-9

I.7

I.6

I.5

I.2-4

I.1

H.17

H.16

H.15

H.14

H.12-13

H.11

H.10

H.7-9

H.6

H.5

H.4

H.1-3

G.42

G.41

G.40

G.2-39

G.1

F.2-14

F.1

E.8-9

E.6-7

E.3-5

E.2

E.1

D.80-85

D.2-79

D.1

C.5

C.2-4

C.1

B.1-3

A.4

A.3

A.2

A.1

STANDARD DETAILS

TYPE 1 RAIL DETAILS

MGS W-BEAM GUARDRAIL WOOD POSTS

MGS AND G4 W-BEAM GUARDRAIL TYPE FLARED TERMINAL AND GRADING

YALE-KILGORE ROAD GUARDRAIL

TABULATION OF GUARDRAIL QUANTITIES

METAL AND PLASTIC PIPE CULVERT BEDDING

METAL PIPE CULVERT COUPLING BAND

METAL PIPE CULVERT

SIMULATED STREAM CULVERT TREATMENT

WF MILL CREEK CULVERT PRECAST STRUCTURAL CONCRETE, CULVERT FOOTING DETAIL

WF MILL CREEK CULVERT STREAMBED PLAN AND PROFILE

WF MILL CREEK CULVERT STRUCTURE PLAN AND PROFILE

TAYLOR CREEK CULVERT LARGE PRECAST ARCH CULVERT STRUCTURE DETAILS

TAYLOR CREEK CULVERT STREAMBED PLAN AND PROFILE

TAYLOR CREEK CULVERT STRUCTURE PLAN AND PROFILE

SPECIAL DRAINAGE DITCH PROFILE SECTION

TABULATION OF DRAINAGE QUANTITIES

FIBER ROLL

TEMPORARY DIVERSION CHANNELS

SILT FENCE

EROSION CONTROL PLAN

QUANTITIES

TABULATION OF SOIL EROSION & SEDIMENT CONTROL

TRAIL PLAN AND PROFILE

TABULATION OF TRAIL QUANTITIES

APPROACH ROAD DETAILS

PARKING AREAS

APPROACHES

APPROACH ROAD DETAILS

TABULATION OF APPROACH AND TURNOUT QUANTITIES

SURVEY CONTROL

PLAN AND PROFILE

TABULATION OF PLAN AND PROFILE QUANTITIES

PAVEMENT TRANSITION DETAILS

MAINLINE TYPICAL SECTIONS

TABULATION OF TYPICAL SECTION QUANTITIES

SUMMARY OF QUANTITIES

VICINITY MAP

PLAN SYMBOLS AND ABBREVIATIONS

INDEX TO SHEETS

TITLE SHEET

I. GUARDRAIL

H. DRAINAGE

G. SOIL EROSION & SEDIMENT CONTROL

F. TRAIL

E. APPROACH ROADS & TURNOUTS

D. PLAN & PROFILE

C. TYPICAL SECTION(S)

B. SUMMARIES

A. GENERAL INFORMATION

INDEX TO SHEETS

INDEX TO SHEETS

TABULATION OF PLAN & PROFILE QUANTITIES

PLAN & PROFILE

PLAN & PROFILE FOR MAJOR APPROACHES

H.13-14

TURNOUT QUANTITIES&

& CATTLE GUARD

I.8-9

I.7

I.6

I.5

STANDARD DETAILS

TYPE 1 RAIL DETAILS

MGS W-BEAM GUARDRAIL WOOD POSTS

MGS AND G4 W-BEAM GUARDRAIL TYPE FLARED TERMINAL AND GRADING

MGS AND G4 W-BEAM GUARDRAIL INSTALLATION IN ROCK

MGS W-BEAM GUARDRAIL LONG SPAN SYSTEM

I.8-9 STANDARD DETAILS

I.8-9

I.7

STANDARD DETAILS

TYPE 1 RAIL DETAILS

I.10-11 I.9 I.8 I.7 I.6 I.5

H.18 PIPE CULVERT INLET TREATMENT IN CUT SLOPES

I.8-9

I.7

I.6

I.5

I.2-4

I.1

STANDARD DETAILS

TYPE 1 RAIL DETAILS

MGS W-BEAM GUARDRAIL WOOD POSTS

MGS AND G4 W-BEAM GUARDRAIL TYPE FLARED TERMINAL AND GRADING

YALE-KILGORE ROAD GUARDRAIL

TABULATION OF GUARDRAIL QUANTITIES

I. GUARDRAIL

I.8-9

I.7

I.6

I.5

STANDARD DETAILS

TYPE 1 RAIL DETAILS

MGS W-BEAM GUARDRAIL WOOD POSTS

MGS AND G4 W-BEAM GUARDRAIL TYPE FLARED TERMINAL AND GRADING

MGS AND G4 W-BEAM GUARDRAIL INSTALLATION IN ROCK

MGS W-BEAM GUARDRAIL LONG SPAN SYSTEM

I.8-9 STANDARD DETAILS

I.8-9

I.7

STANDARD DETAILS

TYPE 1 RAIL DETAILS

I.10-11 I.9 I.8 I.7 I.6 I.5

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 1000

TP

SEC.

SEC.

NO SCALE

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

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 Reservior; 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 -

11/2001 DETAIL APPROVED FOR USE

6/2022

10/2014 10/2009 1/2007 9/2005 REVISED: 101-1W

WFLHD DETAIL

ABBREVIATIONS

PLAN SYMBOLS AND

:5

P u g u s t

D e t W

-1 c p w

-w o rk \d

\W

-1

.d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

NUMBER

SHEET

STATE

ID

PROJECT

CLARK 6805(1)

FREMONT 6805(1)

SHEET

NUMBER

A.4

FREMONT 6805(1)

A.3

VICINITY MAP

T

N

A.4

STATE PROJECT

NUMBER

SHEET

F

.0

W

F L

H D

Y a le

-K il g o re R o a d

D e s ig n \D

G N

\i d

-a

Y a le

-K il g o re \i d -a a d

.d g n

ID

FREMONT 6805(1)

CLARK 6805(1)

:0

A p r il

M

J E

N S

E N

P D

R U

Y V

E S

T E

IN

/2

/2

/2

/2

C h e c k e d b y

D e s ig n e d b y

COUNTY LINE

MP 16.9

428+28.75

END PROJECT

BEGIN PROJECT

CARIBOU -TARGHEE

CARIBOU - TARGHEE

F

R E

M O

N T

C O

U N

T Y

C L

A R

K C

O U

N T

Y

RESERVOIR

SHERIDAN

MP 9

10+00.00 MP 30.3

1133+31.00

ISLAND PARK

IS

LAND

PARK

RES

ERVOI

R

Y E

L L

O W

S T

O N

E

T O W

E S

T

M

I L E S

INN

MACKS

T O A

S H T O

N

M

IL

E S

YALE-KILGORE ROAD

SCALE IN MILES

2 3 41 1

T

N

T

N

T

N

T

N

T

N

R 41 ER 40 E R 42 E R 43 E

R 41 ER 40 E R 42 E R 43 E

N

FORESTNATIONAL

O

LD

K

IL

G O

RE

RO

AD

B U

T T E

R M

IL

K L

O O

P R

O A

D

W I L L

O W C

R E

E K C

U T

O F F R

O A

D

S H

E R I D

A N R

A N

C H R

O A

D

F L A T R

O C

K R

O A

D

CONIFER LANE

NATIONAL FOREST

B L U

E C

R E E

K R

O A

D

USFS ACCESS ROAD

Sheet and Description

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I SECTION J SECTION K SECTION L SECTION M -

TYPICAL

SECTION(S)

PLAN &

PROFILE

APPROACH

ROADS &

TURNOUTS

TRAIL

SOIL

EROSION &

SEDIMENT

CONTROL

DRAINAGE GUARDRAIL

FENCES,

GATES &

CATTLE

GUARD

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGES ALLOWANCE

Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND

ASSURANCE 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 15702-2000 SOIL EROSION CONTROL,

TURBIDITY MONITORING LPSM All ALL

A0160 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 21,520 21,520

A0180 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 1,840 1,840

A0200 20101-0000 CLEARING AND GRUBBING ACRE 17.59 4.43 22.02

A0220 20201-0000 SELECTIVE CLEARING ACRE 0.60 1.13 1.73

A0240 20301-0600 REMOVAL OF CATTLE GUARD EACH 2 2

A0260 20301-1900 REMOVAL OF PIPE CULVERT EACH 1 1

A0280 20301-2400 REMOVAL OF SIGN EACH 52 52

A0300 20302-0150 REMOVAL OF BRIDGE RAILING

(W-BEAM) LNFT 60 60

A0320 20302-1200 REMOVAL OF GUARDRAIL LNFT 538 538

A0340 20303-0200 REMOVAL OF BRIDGE DECK Contract

SQYD 72 72 Quantity

A0360 20401-0000 ROADWAY EXCAVATION, (TRAIL) CUYD 1,059 11 1,070

A0380 20401-0000 ROADWAY EXCAVATION, (MAINLINE) CUYD 29,824 76 29,900

A0400 20403-0000 UNCLASSIFIED BORROW CUYD 1,417 33 1,450

A0420 25101-2200 PLACED RIPRAP, METHOD B, CLASS

2 CUYD 72 72

A0440 30101-2000 AGGREGATE BASE GRADING D TON 96,578 1,570 9 98,170

A0460 30110-0000 AGGREGATE SURFACE COURSE TON 2,461 469 100 3,030

A0480 30202-1000 ROADWAY AGGREGATE, METHOD 1 TON 300 300

A0500 30603-0600 FULL DEPTH RECLAMATION WITH

FOAMED ASPHALT, 6-INCH DEPTH MILE 11.97 0.03 12.00

A0520 30611-0000 CEMENT TON 591.4 0.6 592.0

A0540 30613-0000 ASPHALT BINDER, (GRADE PG

58-28) TON 1,774.1 0.9 1,775.0

MileStone: 100% Report Date: 11/15/23

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A -N o v-

:0 P

M

Remarks and/or Determination of

Estimated Quantity Pay Item Description Unit

Estimated Quantities

C p w

-w o rk

\d

S h ee ts B

.1 t h ro u g h B

.3 .x ls m

]S h ee t

PROJECT

B.1

ID CLARK 6805(1)

ID FREMONT 6805(1)

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I SECTION J SECTION K SECTION L SECTION M -

TYPICAL

SECTION(S)

PLAN &

PROFILE

APPROACH

ROADS &

TURNOUTS

TRAIL

SOIL

EROSION &

SEDIMENT

CONTROL

DRAINAGE GUARDRAIL

FENCES,

GATES &

CATTLE

GUARD

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGES ALLOWANCE

Bid

Schedule

A0580 40101-5600 ASPHALT CONCRETE PAVEMENT,

GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION

ESAL, (TYPE III PAVEMENT

ROUGHNESS) TON 65,931 987 82 67,000

A0620 41201-0000 TACK COAT TON 222.6 0.4 223.0

A0640 55210-0000 PRECAST STRUCTURAL CONCRETE Contract

(MILL CREEK STRUCUTRAL PLATE Quantity

CULVERT FOOTING) CUYD 40 40

A0660 55210-0000 PRECAST STRUCTURAL CONCRETE Contract

(BENT CAP) CUYD 9 9 Quantity

A0680 55210-0400 PRECAST STRUCTURAL CONCRETE, Contract

CLASS A(AE), ABUTMENT CUYD 15.7 15.7 Quantity

A0700 55504-0000 PRE-FABRICATED STEEL BRIDGE LPSM All ALL

A0720 55601-0900 BRIDGE RAILING, STEEL LNFT 118.5 118.5

A0740 55703-2000 STRUCTURAL TIMBER AND LUMBER, Contract

TREATED, DECKING SQYD 76 76 Quantity

A0760 56701-0000 MICROPILE (TRAIL BRIDGE) LNFT 420 420

A0780 56706-0000 MICROPILE PROOF LOAD TEST

(TRAIL BRIDGE) EACH 4 4

A0800 60201-0400 12-INCH PIPE CULVERT (TRAIL) LNFT 24 24

A0820 60201-0600 18-INCH PIPE CULVERT LNFT 598 598

A0840 60201-0800 24-INCH PIPE CULVERT LNFT 2,610 2,610

A0860 60216-0000 LARGE PRECAST CONCRETE ARCH

CULVERT, (18 FEET SPAN BY 4

FEET RISE WITH WINGWALLS AND

FOOTINGS) LNFT 45 45

A0880 60304-0000 STRUCTURAL PLATE ARCH, (10' Contract

SPAN X 4'-5" RISE) LNFT 76 76 Quantity

A0900 60704-0000 CLEANING CULVERT IN PLACE EACH 11 11

A0920 60705-0000 REPAIRING DRAINAGE STRUCTURE EACH 6 6

A0940 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2,

CLASS A WOOD POSTS LNFT 575 575

A0960 61702-1600 TERMINAL SECTION, TYPE MGS

FLARED EACH 12 12

A0980 61707-4000 STRUCTURE TRANSITION RAILING,

MGS SYSTEM LNFT 150 150

A1000 61903-1000 CATTLE GUARD, 30 FEET EACH 2 2

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number

C p w

-w o rk

\d

S h ee ts B

.1 t h ro u g h B

.3 .x ls m

]S h ee t (2

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

-N o v-

:0 P

M

MileStone: 100% Report Date: 11/15/23

PROJECT

B.2

ID CLARK 6805(1)

ID FREMONT 6805(1)

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I SECTION J SECTION K SECTION L SECTION M -

TYPICAL

SECTION(S)

PLAN &

PROFILE

APPROACH

TRAIL

SOIL

DRAINAGE

FENCES,

GATES

CATTLE

GUARD

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGE ALLOWANCE Bid Schedule

A1020 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 40

A1040 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT

MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH HOUR 40

A1060 62201-0900 WHEEL LOADER, 2 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 40

A1080 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 40

A1100 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT HOUR 40

A1120 62301-0000 GENERAL LABOR HOUR 40

A1140 62501-0000 TURF ESTABLISHMENT ACRE 2.0 2.0

A1160 63302-0000 SIGN SYSTEM SQFT 564.1 564.1

A1180 63309-0300 DELINEATOR, TYPE 3 EACH 196 196

A1200 63401-0300 PAVEMENT MARKINGS, TYPE B, Includes 2

SOLID, (YELLOW) LNFT 256,230 256,230 Coats

A1220 63401-0400 PAVEMENT MARKINGS, TYPE B, Includes 2

BROKEN, (YELLOW) LNFT 132,800 132,800 Coats

A1240 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 100 100

A1260 63503-0700 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS LNFT 194,515 194,515

A1280 63503-1000 TEMPORARY TRAFFIC CONTROL,

PLASTIC FENCE LNFT 1,480 1,480

A1300 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 727 13 740

A1320 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 5,440 5,440

A1340 63507-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR DAY 340 340

A1360 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 300 300

A1380 64703-3010 MITIGATION, ROCK WEIR EACH 8 8

A1400 64703-6000 MITIGATION, FISH PASSAGE

BOULDER EACH 24 24

A1420 64704-1000 MITIGATION, STREAMBED MATERIAL CUYD 181 181

A1440 64704-1700 MITIGATION, BANK STABILIZATION CUYD 115 115

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number

C pw -w or k\ d0

Sh ee ts

B .1 t hr ou gh

B .3

.x ls m ]S he et

3)

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

-N ov -2

4:

P M

MileStone: 100% Report Date: 11/15/23

PROJECT

B.3ID CLARK 6805(1)

ID FREMONT 6805(1)

SECTION QUANTITIES

TABULATION OF TYPICAL

C.1

STATE PROJECT

NUMBER

SHEET

ID

FREMONT 6805(1)

CLARK 6805(1)

:1

N o v e m b e r

In t_ ft

.0

W

F L

H D

Y a le

-K il g o re R o a d

D e s ig n \D

G N

\i d

-a

Y a le

-K il g o re \i d -a c a .d g n

M J E

N S

E 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

FOOTNOTE:

Estimated at 1.85 TON/CUYD 1

1 2 3 4 5 6

Estimated at 1.80 TON/CUYD 2

Estimated at 1.94 TON/CUYD 3

ITEM 30611-0000 is estimated at 1% by weight of ITEM 30604-0600.

Full Depth Reclamation unit weight is estimated at 135 - LBS/CUFT. 4 Estimated at 0.10 GAL/SQYD, 240 GAL/TON

ITEM 30611-0000 is estimated at 3% by weight of ITEM 30604-0600.

Full Depth Reclamation unit weight is estimated at 135 - LBS/CUFT.

1.80 TON/CUYD

1.85 TON/CUYD

CRUSHED AGGREGATE FOR FULL DEPTH RECLAMATION LEVELING is incidental to ITEM 30603-0600. Use crushed aggregate meeting FP-14 Standard Specification 703.06. Estimated at 1.80 TON/CUYD.

FOOTNOTE:

Estimated at 1.85 TON/CUYD 1

Estimated at 1.80 TON/CUYD 2

1.80 TON/CUYD

1.85 TON/CUYD

1.80 TON/CUYD CRUSHED AGGREGATE FOR FULL DEPTH RECLAMATION LEVELING is incidental to ITEM 30603-0600. Use crushed aggregate meeting FP-14 Standard Specification 703.06. Estimated at 1.80 TON/CUYD.

ITEM 30611-0000 is estimated at 1% by weight of ITEM 30604-0600.

Full Depth Reclamation unit weight is estimated at 135 - LBS/CUFT. 4

ITEM 30611-0000 is estimated at 3% by weight of ITEM 30604-0600

Full Depth Reclamation unit weight is estimated at 135 - LBS/CUFT.

Estimated at 1.94 TON/CUYD 3 6

Estimated at 0.10 GAL/SQYD, 240 GAL/TON

ITEM 30611-0000 is estimated at 3% by weig

6 57

1 2

4 5 6 57

FOOTNOTE:

Estimated at 1.85 TON/CUYD 1

Estimated at 1.80 TON/CUYD 2

1.80 TON/CUYD

1.85 TON/CUYD

1.80 TON/CUYD CRUSHED AGGREGATE FOR FULL DEPTH RECLAMATION LEVELING is incidental to ITEM 30603-0600. Use crushed aggregate meeting FP-14 Standard Specification 703.06. Estimated at 1.80 TON/CUYD.

ITEM 30611-0000 is estimated at 1% by weight of ITEM 30604-0600.

Full Depth Reclamation unit weight is estimated at 135 - LBS/CUFT. 4

ITEM 30611-0000 is estimated at 3% by weight of ITEM 30604-0600

Full Depth Reclamation unit weight is estimated at 135 - LBS/CUFT.

Estimated at 1.94 TON/CUYD 3 6

Estimated at 0.10 GAL/SQYD, 240 GAL/TON

ITEM 30611-0000 is estimated at 3% by weig

6 57

1 2

UYUY

3 6

/CU

6 57

Additional material if required to meet the design profile to be measured and paid per ITEM 30201-1000 at the direction of the CO.

Estimated at 1.80 TON/CUYD

2.01

11.97

TYPICAL SECTION 2

TYPICAL SECTION 1

3.625'3.625'

Slope stake limit

C on st ru ct io n lim it

S lo pe s ta ke li m it

C on st ru ct io n lim it sheet C.3.

Typical for both sides.

See Safety Edge Detail.

Typical for both sides.

Slope stake limit

Slope stake limit Slope stake limit

Slope stake limit m it

Slope stake limit m it

NO SCALE

E x is ti n g R ig h t-o f-

W a y

Trail

Clear Zone

MAINLINE TYPICAL SECTIONS

CL

2-inch depth Aggregate surface course, TYPICAL SECTION 4

C.3

STATE PROJECT

NUMBER

SHEET

ID

FREMONT 6805(1)

CLARK 6805(1)

:0 e c e m b e r

In t_ ft

.0

W

F L

H D

Y a le

-K il g o re

R o a d

D e s ig n \D

G N

\i d -a

Y a le

-K il g o re

\i d -a c c .d g n

M J E

N S

E N

B M c C

R A

Y

/8

/2

/8 /2

C h e c k e d b y

D e s ig n e d b y

1. Existing pavement width and base depths vary.

1025+07 to 1027+00 (Trans to Typical Section 4)

1020+00 to 1022+29 (Trans to McCrae Bridge)

1004+90 to 1010+00 (Trans to Typical Section 4)

884+10 to 945+00 (Trans to Typical Section 4)

TYPICAL SECTION 3

1027+00 to 1133+31

1010+00 to 1020+00 (Trans to Typical Section 3)

945+00 to 1004+90 (Trans to Typical Section 3)

TYPICAL SECTION TRAIL

89+60 to 176+97.05

15+37 to 84+20

1+00 to 13+25

Match existing 2%

NOTES:

2% 2%

Traveled Way Traveled Way

E x is ti n g R ig h t-o f-

W a y

CL

1:

two equal lifts roughness), 3.5-inch compacted depth, placed in

0.3 to <3 million ESAL (type III pavement inch or 3/4-inch nominal maximum size aggregate, Asphalt concrete pavement, gyratory mix, 1/2-

Profile grade

66' 66'

Existing Ground

Existing Ground

E x is ti n g R ig h t-o f-

W a y

66'

Existing Ground

CL

2%

31'

Embankment

Daylight 1:20 1:3

1:3

Excavation

Aggregate base, grading D, 11-inch compacted depth

3.6'

Traveled Way Traveled Way

E x is ti n g R ig h t-o f-

W a y

CL

66'

2.5' two equal lifts roughness), 3.5-inch compacted depth, placed in

0.3 to <3 million ESAL (type III pavement inch or 3/4-inch nominal maximum size aggregate, Asphalt concrete pavement, gyratory mix, 1/2-

Full depth reclamation with foamed asphalt, 6-inch compacted depth

2% 2%

1:3 1:3

Profile grade

Tack coat (on stabilized base and between lifts)

Variable

Existing Slope

Variable Existing Slope

Shoulder Detail

See Full Depth Reclamation drainage and appearance.

Shape and compact as necessary for after placement of asphalt pavement.

material and Aggregate base, grading D

Shoulder up with existing shoulder asphalt material into Typical Section 4.

section. Incorporate reclaimed, foamed

Remove all foamed asphalt from this

See Safety Edge detail

Construct 30° pavement edge.

1V:

3H

SHOULDER DETAIL

FULL DEPTH RECLAMATION

steeper than 1:2 to stay on existing bench by the CO. Steepen the foreslopes as necessary, but not

Construct a 1:3 or flatter foreslope unless otherwise direct 1

FOOTNOTE:

1 1

Tack coat between lifts

10'

16'

5'5'

28'

2' Shoulder

12'

2' Shoulder

12' 3.6'

28'

2' Shoulder

12'

2' Shoulder

12' 2.5'

84+20

TYPICAL SECTION 4

TYPICAL SECTION 3

3.625' 3.625'

Construct 30° pavement edge.

See Safety Edge detail on sheet C.2.

2+00 to 13+25

TYPICAL SECTION TRAIL

1:3 1:3

. Typical for both sides.

Embankment

See Safety Edge Detail on sheet C.2.

Typical for both sides.

Slope stake limit

Slope stake limit

Slope stake limit

Existing GroundSlope stake limit

1010+00 to 1020+00

945+00 to 1004+90 (

1025+07 to 1027+00 1020+00 to 1022+29 ( 1004+90 to 1010+00 (

884+10 to 945+00 (T

Trail

CL

2-inch depth Aggregate surface course, Match exist 2%2%

10'

5'5'

1:3 1:3

2-inch depth Aggregate surface course,Unclassified borrow

Existing Ground

Trail

CL

2-inch depth Aggregate surface course, Match exi 2%2%

10'

5'5'

1:3 1:3

2-inch depth Aggregate surface course,Unclassified borrow

CAL SECTION T

89+60 to 176+97.05

15+37 to 84+20

1+00 to 13+25

84+20 2+00 to 13+25

CAL SECTION TTYPICAL SECTION TRAIL

TYPICAL SECTION 5

5-1/2" thick Treated Glu-lam Deck Panel.

See Sheet M.2

1.85% 1.85%

SHERIDAN CREEK BRIDGE

241+41 to 241+65

II ; I

I ) I L \ 1

II ;I ii ;I II ;I I ; I I ) I I ; I

I; \\JV \1 I; \ I

II ; I

I ) I 11 1' I ; I

L \ 1 L \1 L \ 1 L \1 ijj V) ijj ..., :i i "O u Qi .c u

.0

"O Qi C:

a, "iii i1t N

'5' ~I

2.

" :5 N M <X)

:9-u:

Tack coat (between lifts)

Asphalt concrete pavement, gyratory mix, 1/2-inch or 3/4-inch nominal maximum size aggregate, 0.3 to <3 million ESAL (type III pavement roughness), 3.5-inch compacted depth, placed in two equal lifts

Aggregate base, grading D, 11-inch compacted depth.

Tack coat (between lifts)

BRIDGE TRANSITION

22+96

1022+29

Aggregate base, grading D, 11-inch compacted depth.

Match existing pavement

BRIDGE TRANSITION

241+41

Sawcut existing asphalt

Asphalt concrete pavement, gyratory mix, 1/2-inch or 3/4-inch nominal maximum size aggregate, 0.3 to <3 million ESAL (type III pavement roughness), 3.5-inch compacted depth, placed in two equal lifts

Existing pavement section

Tack coat (between lifts)

Aggregate base, grading D, 11-inch compacted depth

Asphalt concrete pavement, gyratory mix, 1/2-inch or 3/4-inch nominal maximum size aggregate, 0.3 to <3 million ESAL (type III pavement roughness), 3.5-inch compacted depth, placed in two equal lifts

TRANSITION - ASPHALT CONCRETE

PAVEMENT, TO EXISTING

YALE-KILGORE ROAD

10+00

Tack coat (between lifts)

STATE PROJECT

Tack coat (between lifts) ID CLARK 6805(1)

FREMONT 6805( 1)

Asphalt concrete pavement, gyratory mix, 1/2-inch or 3/4-inch nominal maximum size aggregate, 0.3 to <3 million ESAL (type III pavement roughness), 3.5-inch compacted depth, placed in two equal lifts

Aggregate base, grading D, 11-inch compacted depth.

BRIDGE TRANSITION

23+26

1025+07

Asphalt concrete pavement, gyratory mix, 1/2-inch or 3/4-inch nominal maximum size aggregate, 0.3 to <3 million ESAL (type III pavement roughness), 3.5-inch compacted depth, placed in two equal lifts

Tack coat (between lifts)

Aggregate base, grading D, 11-inch compacted depth.

BRIDGE TRANSITION

241+65

Sawcut existing asphalt

Tack coat

Match existing pavement

Existing pavement section

Full depth reclamation with foamed ashpalt, 6-inch compacted depth

Asphalt concrete pavement, gyratory mix, 1/2-inch or 3/4-inch nominal maximum size aggregate, 0.3 to <3 million ESAL (type III pavement roughness), 3.5-inch compacted depth, placed in two equal lifts

TRANSITION - ASPHALT CONCRETE

PAVEMENT, TO EXISTING

YALE-KILGORE ROAD

1133+30

PAVEMENT TRANSITION

DETAILS

SHEET

C.5 i "C u ., .c u

>.c "C ., C:

Cl

"iii ., ROADWAY QUANTITIES

ITEM 20401-0000

ITEM 20101-0000 ITEM 20201-0000 ROADWAY EXCAVATION

CLEARING AND SELECTIVE (CUYD)

GRUBBING CLEARING EMBANKMENT FOR

STATION (ACRE) (ACRE) CUT INFORMATION ONLY

10+00 TO 22+96 0.18 590 158

23+26 TO 241+42 3.00 10,493 3,103

241+72 TO 428+29 2.52 0.60 5,597 7,268

428+29 TO 884+10 8.43 3,815 3,615

884+10 TO 945+00 0.58 6,380 1,971

945+00 TO 1004+90 1.09 396 910

1004+90 TO 1010+00 0.05 535 10

1010+00 TO 1020+00 0.10 100 22

1020+00 TO 1022+29 0.03 312 31

1025+07 TO 1027+00 0.03 359 12

1027+00 TO 1133+31 1.57 1,247 1,453

TOTAL 17.59 0.60 29,824 18,553

MISCELLANEOUS QUANTITIES

ITEM DESCRIPTION

20301-0600 REMOVAL OFCATTLEQUARD

61903-1000 CATTLE GUARD, 30 FEET

UNIT

EACH

EACH

ESTIMATED

QUANTITY

REMARKS AND/OR DETERMINATION

OF ESTIMATED QUANTITY

287+46,340+46

287+46,340+46

I STATE I PROJECT

I ID I CLARK 6805(1)

FREMONT 6805(1)

TABULATION OF PLAN

& PROFILE QUANTITIES

I SHEET

NUMBER

I D.1 steeper than 1:2 to stay on existing bench by the CO. Steepen the foreslopes as necessary, but not

Construct a 1:3 or flatter foreslope unless otherwise direct 1

FOOTNOTE:

ITEM 20401-0000 ROADWAY EXCAVATION

quantities are not adjusted for shrink/swell.

ROADWAY EXCAVATION (MAINLINE)

12 ITEM 20201-000 SELECTIVE CLEARING

limits are from 365+42 to 377+21 steeper than 1:2 to stay on existing bench by the CO. Steepen the foreslopes as necessa

Construct a 1:3 or flatter foreslope unless oth 1

FOOTNOTE:

ITEM 20401-0000 ROADWAY EXCAVATION

quantities are not adjusted for shrink/swell.

12 ITEM 20201-000 SELECTIVE CLEARING

limits are from 365+42 to 377+21 steeper than 1:2 to stay on existing bench by the CO. Steepen the foreslopes as necess

Construct a 1:3 or flatter foreslope unless oth 1

FOOTNOTE:

ITEM 20401-0000 ROADWAY EXCAVATION

quantities are not adjusted for shrink/swell.

6495 6495

S T O P

D E S

IG

N A T E

D R

O A

D W

A Y

C M

P

-IN

V E R T

-IN

-1

IN

X

IN

C U

R V E L

E F T

C M

P

-IN

V E R T -O

U T -1

IN

X

IN

B H

B -1

C P

C P

N

BEGIN PROJECT

10+00

IMPROVEMENTS

YALE-KILGORE ROAD

ID CLARK 6805(1)

BEGIN RECONSTRUCTION

El = 6495.60

E = 763074.8776

N = 1016516.0263

Profile grade

Approximate existing ground

Existing edge of gravel

Line to be constructed

Slope staking limits

Slope staking limits Proposed edge of pavement

Proposed edge of pavement

Existing toe of slope

YALE-KILGORE ROAD

YALE - KILGORE ROAD

S e e S e c ti o n H

R e p la c e E x is ti n g in c h p ip e c u lv e r t

OWNER CONTACTS:

Ashton, ID, 83420

1150 N 3400 E

208-652-7431

Fall River Electric

Missoula, MT, 59808

1221 North Russell St.

866-541-5000

Blackfoot Communications

800-342-1585

Public Utility Line

CUYD

EMB.

CUYD

EXC.

NOTE:

shrink/swell.

shown below are not adjusted for

Excavation and embankment volumes

24-Inch Pipe Culvert

17+59

Construction limits

STATE PROJECT

NUMBER

SHEET

ID

FREMONT 6805(1)

CLARK 6805(1) D.2

:1 e p te m b e r

P la n

S h e e t]

.0

W

F L

H D

Y a le

-K il g o re

R o a d

D e s ig n \D

G N

\i d -a

Y a le

-K il g o re

\i d -a f.

d g n

65006

C P

C P

C P

N

Profile grade

Approximate existing ground

Existing edge of gravel

Existing edge of gravel Line to be constructed

Slope staking limits

Slope staking limits

Proposed edge of pavement

Proposed edge of pavement

Existing toe of slope

D ry C re e k

See Sheet I.3

Existing Dry Creek Bridge

YALE-KILGORE ROAD

D R

Y C

R E E

K R

O A

D

A

.0

.8

A 31.6

See Sheet I.2

Bridge approach rail

Dry Creek Bridge

CUYD

EMB.

CUYD

EXC.

NOTE:

shrink/swell.

shown below are not adjusted for

Excavation and embankment volumes

Clearing limits

A

B

C

Terminal section, type MGS flared

Guardrail system MGS, type 2, class A, wood posts

Structure transition railing, MGS system

D Bridge railing, steel

.2

L

T

.8

L

T

.3

L

T

.0

L

T

.3

L

T

.0

L

T

.5

L

T

.1

L

AA B CC BD

.8

R

T

.4

R

T

.9

R

T

.7

R

T

.9

R

T

.7

R

T

.2

R

T

.8

R

T

AA B CC BD

See Sheet I.2

Bridge approach rail (left).

See Sheet I.2

Bridge approach rail (right).

STATE PROJECT

NUMBER

SHEET

ID

FREMONT 6805(1)

CLARK 6805(1) D.3

:4 e p te m b e r

P la n

S h e

.0

W

F L

H D

Y a le

-K il g o re

R o a d

D e s ig n \D

G N

\i d -a

Y a le

-K il g o re

\i d -a f.

d g n

106510

CP

19506

CP

19507

CP

19508

N

Profile grade

Approximate existing ground

Existing edge of gravel

Existing edge of gravelLine to be constructedSlope staking limits

Slope staking limits Proposed edge of pavement

Proposed edge of pavement Existing toe of slope

YALE-KILGORE ROAD

R e p a ir in g

D r a in a g e S tr u c tu r e

S e e S e c ti o n H

R e p la c e E x is ti n g in c h p ip e c u lv e r t

NOTE:

shrink/swell.

shown below are not adjusted for

Excavation and embankment volumes

CUYD

EMB.

CUYD

EXC.

Repairing drainage structure

35+34

24-inch pipe culvert

47+68

STATE PROJECT

NUMBER

SHEET

ID

FREMONT 6805(1)

CLARK 6805(1) D.4

:3

D e c e m b e r

P la n

S h e

.0

W

F L

H D

Y a le

-K il g o re

R o a d

D e s ig n \D

G N

\i d -a

Y a le

-K il g o re

\i d -a f.

d g n

-1.011%-1.011%-1.011%-1.011%

CP

19509

CP

19510

CP

19511

N

Profile grade

Approximate existing ground

Existing edge of gravel

Existing edge of gravel Line to be constructed

Slope staking limits

Slope staking limits Proposed edge of pavement

Proposed edge of pavement Existing toe of slope

YALE-KILGORE ROAD

S e e S e c ti o n H

R e p la c e E x is ti n g in c h p ip e c u lv e r t

S e e S e c ti o n H

R e p la c e E x is ti n g in c h p ip e c u lv e r t

S e e S e c ti o n H in te r s e c ti o n a p p r o a c h in c h p ip e c u lv e r t

.9

A

.8

A

20N F S

R

NOTE:

shrink/swell.

shown below are not adjusted for

Excavation and embankment volumes

CUYD

EMB.

CUYD

EXC.

24-inch pipe culvert

52+98

24-inch pipe culvert

62+97

18-inch pipe culvert

59+06

STATE PROJECT

NUMBER

SHEET

ID

FREMONT 6805(1)

CLARK 6805(1) D.5

:1

D e c e m b e r

P la n

S h e

.0

W

F L

H D

Y a le

-K il g o re

R o a d

D e s ig n \D

G N

\i d -a

Y a le

-K il g o re

\i d -a f.

d

6500 6505

BH

B-2

CP

19512

CP

19513

CP

19514

N

Proposed edge of pavement

Proposed edge of pavement

Existing toe of slope

Existing edge of gravel Slope staking limits

Existing edge of gravel Slope staking limits

Existing toe of slope

Line to be constructed

Profile grade

Approximate existing ground

YALE-KILGORE ROAD

S e e S e c ti o n H

R e p la c e E x is ti n g in c h p ip e c u lv e r t

NOTE:

shrink/swell.

shown below are not adjusted for

Excavation and embankment volumes

CUYD

EMB.

CUYD

EXC.

24-inch pipe culvert

71+11

STATE PROJECT

NUMBER

SHEET

ID

FREMONT 6805(1)

CLARK 6805(1) D.6

:4

D e c e m b e r

P la n

S h e

.0

W

F L

H D

Y a le

-K il g o re

R o a d

D e s ig n \D

G N

\i d -a

Y a le

-K il g o re

\i d -a f.

d g

64806480

6515 6520

CP

19515

CP

19516

CP

19517

PI 84+21.35

Δ = 05°31'19" (LT)

R = 1,500.00' T = 72.34' L = 144.56' e = 0.045

N

Proposed edge of pavement

Proposed edge of pavement

Existing toe of slope

Existing edge of gravel

Existing edge of gravel

Slope staking limits

Existing toe of slope

Line to be constructed

Profile grade

Approximate existing ground

YALE-KILGORE ROAD

S e e S e c ti o n H

-i n c h p ip e c u lv e rt

S e e S e c ti o n H

R e p la c e

E x is ti n g -i n c h p ip e c u lv e rt

A

20 92+15.75

NOTE:

shrink/swell.

shown below are not adjusted for Excavation and embankment volumes

CUYD

EMB.

CUYD

EXC.

24-inch pipe culvert 81+92 24-inch pipe culvert

90+33

STATE PROJECT

NUMBER

SHEET

ID

FREMONT 6805(1)

CLARK 6805(1) D.7

:4

D e c e m b e r

P la n

S h e

.0

W F

L H

D

Y a le -K il g o re

R o a d

D e s ig n \D

G N

\i d

-a

Y a le -K il g o re

\i d

-a f.

d g

CP

19518

CP

19519

CP

19520

N

Proposed edge of pavement

Proposed edge of pavement

Existing edge of gravel

Slope staking limits

Existing edge of gravelSlope staking limits Existing toe of slope

Line to be constructed

Profile grade

Approximate existing ground

YALE-KILGORE ROAD

NOTE:

shrink/swell.

shown below are not adjusted for

Excavation and embankment volumes

CUYD

EMB.

CUYD

EXC.

STATE PROJECT

NUMBER

SHEET

ID

FREMONT 6805(1)

CLARK 6805(1) D.8

:4

D e c e m b e r

P la n

S h e

.0

W

F L

H D

Y a le

-K il g o re

R o a d

D e s ig n \D

G N

\i d -a

Y a le

-K il g o re

\i d -a f.

d g

6475 6480

B-3CP

19521

CP

19522

CP

19523

N

Line to be constructed

Existing toe of slope

Profile grade

Approximate existing ground

Slope staking limits Existing edge of gravelProposed edge of pavement

Proposed edge of pavement Slope staking limits

YALE-KILGORE ROAD

M u d C r e e k

S e e S e c ti o n H

R e p la c e E x is ti n g in c h p ip e c u lv e r t

S e e S e c ti o n H

R e p la c e E x is ti n g in c h p ip e c u lv e r t

S e e S e c ti o n H

R e p la c e E x is ti n g in c h p ip e c u lv e r t

S e e S e c ti o n H

R e p la c e E x is ti n g in c h p ip e c u lv e r t

S e e S e c ti o n H

R e p la c e E x is ti n g in c h p ip e c u lv e r t

NOTE:

shrink/swell.

shown below are not adjusted for

Excavation and embankment volumes

CUYD

EMB.

CUYD

EXC.

24-inch pipe culvert

107+56

24-inch pipe culvert

109+97

24-inch pipe culvert

111+88

24-inch pipe culvert

112+39

24-inch pipe culvert

113+72

STATE PROJECT

NUMBER

SHEET

ID

FREMONT 6805(1)

CLARK 6805(1) D.9

:4

D e c e m b e r

P la n

S h e

.0

W

F L

H D

Y a le

-K il g o re

R o a d

D e s ig n \D

G N

\i d -a

Y a le

-K il g o re

\i d -a f.

d

6490 6495

CP

19524

CP

19525

CP

19526

N

Line to be constructed

Profile grade

Approximate existing ground

Existing edge of gravel

Existing edge of gravel

Proposed edge of pavement

Proposed edge of pavement

YALE-KILGORE ROAD

in c h p ip e c u lv e r t

S e e S e c ti o n H

R e p la c e E x is ti n g in c h p ip e c u lv e r t

S e e S e c ti o n H

R e p la c e E x is ti n g in c h p ip e c u lv e r t

Slope staking limits

NOTE:

shrink/swell.

shown below are not adjusted for

Excavation and embankment volumes

CUYD

EMB.

CUYD

EXC.

24-inch pipe culvert

130+53 24-inch pipe culvert

134+10

24-inch pipe culvert

121+60

STATE PROJECT

NUMBER

SHEET

ID

FREMONT 6805(1)

CLARK 6805(1) D.10

:4

D e c e m b e r

P la n

S h e

.0

W

F L

H D

Y a le

-K il g o re

R o a d

D e s ig n \D

G N

\i d -a

Y a le

-K il g o re

\i d -a f.

d

CP

19527

CP

19528

CP

19529

N

Line to be constructed

Profile grade

Approximate existing ground

Existing edge of gravel

Existing edge of gravel

Proposed edge of pavement

Proposed edge of pavement

Slope staking limits

Slope staking limits

YALE-KILGORE ROAD

S e e S e c ti o n H

R e p la c e E x is ti n g in c h p ip e c u lv e r t

29.6

A

.0

NOTE:

shrink/swell.

shown below are not adjusted for

Excavation and embankment volumes

CUYD

EMB.

CUYD

EXC.

24-inch pipe culvert

148+78

STATE PROJECT

NUMBER

SHEET

ID

FREMONT 6805(1)

CLARK 6805(1) D.11

:4

D e c e m b e r

P la n

S h e

.0

W

F L

H D

Y a le

-K il g o re

R o a d

D e s ig n \D

G N

\i d -a

Y a le

-K il g o re

\i d -a f.

d

CP

19530

CP

19531

CP

19532

N

Proposed edge of pavement

Slope staking limitsLine to be constructed

Proposed edge of pavement Slope staking limits

Existing edge of gravel

Existing edge of gravel

Profile grade

Approximate existing ground

YALE-KILGORE ROAD

K ic k C r e e k

S e e S e c ti o n H

R e p la c e E x is ti n g in c h p ip e c u lv e r t

S e e S e c ti o n H

R e p la c e E x is ti n g in c h p ip e c u lv e r t

S e e S e c ti o n H

R e p la c e E x is ti n g in c h p ip e c u lv e r t

1+

.1

A e = 0.045

L = 272.47'

T = 136.61'

R = 1,500.00'

Δ = 10°24'27" (RT)

PI 153+07.99

N F S

R

NOTE:

shrink/swell.

shown below are not adjusted for Excavation and embankment volumes

CUYD

EMB.

CUYD

EXC.

24-inch pipe culvert 153+34

24-inch pipe culvert 155+87

24-inch pipe culvert 160+84

STATE PROJECT

NUMBER

ID CLARK 6805(1) D.12

:4

D e c e m b e r

P la n

S h e

.0

W

F L

H D

Y a le

-K il g o re

R o a d

D e s ig n \D

G N

\i d

-a

Y a le -K il g o re

\i d

-a f.

d

56485

B-4

CP

19533

CP

19534

CP

19535

N

Proposed edge of pavement Slope staking limits

Line to be constructedProposed edge of pavement Slope staking limits

Existing edge of gravel

Existing edge of gravel

Profile grade

Approximate existing ground

YALE-KILGORE ROAD

S e e S e c ti o n H

R e p la c e E x is ti n g in c h p ip e c u lv e r t

S e e S

E c ti o n

H

R e p la c e E x is ti n g in c h p ip e c u lv e r t

S e e S e c ti o n H

R e p la c e E x is ti n g in c h p ip e c u lv e r t

NOTE:

shrink/swell.

shown below are not adjusted for

Excavation and embankment volumes

CUYD

EMB.

CUYD

EXC.

24-inch pipe culvert

169+86

24-inch pipe culvert

175+81

24-inch pipe culvert

179+15

STATE PROJECT

NUMBER

SHEET

ID

FREMONT 6805(1)

CLARK 6805(1) D.13

:5

S e p te m b e r

P la n

S h e

.0

W

F L

H D

Y a le

-K il g o re

R o a d

D e s ig n \D

G N

\i d -a

Y a le

-K il g o re

\i d -a f.

d

CP

19535

CP

19536

CP

19537

CP

19538 e = 0.02

L = 96.84'

T = 48.42'

R = 5,000.00'

Δ = 01°06'35" (RT)

PI 193+85.34

N

Proposed edge of pavement Slope staking limits

Line to be constructedProposed edge of pavement Slope staking limits

Existing edge of gravel

Existing edge of gravel

Profile grade

Approximate existing ground

YALE-KILGORE ROAD

S e e S e c ti o n H

R e p la c e

E x is ti n g -i n c h p ip e c u lv e rt

.0

A 34.8

NOTE:

shrink/swell.

shown below are not adjusted for Excavation and embankment volumes

CUYD

EMB.

CUYD

EXC.

24-inch pipe culvert 182+85

STATE PROJECT

NUMBER

SHEET

ID

FREMONT 6805(1)

CLARK 6805(1) D.14

:5

S e p te m b e r

P la n

S h e

.0

W

F L

H D

Y a le

-K il g o re

R o a d

D e s ig n \D

G N

\i d

-a

Y a le -K il g o re

\i d

-a f.

d

6470 6470

CP

19538

CP

19539

CP

19540

CP

19541

N

Proposed edge of pavement

Slope staking limitsLine to be constructed

Proposed edge of pavement

Slope staking limits

Existing edge of gravel

Existing edge of gravel

Profile grade

Approximate existing ground

38.1

A

.0

NOTE:

shrink/swell.

shown below are not adjusted for

Excavation and embankment volumes

CUYD

EMB.

CUYD

EXC.

STATE PROJECT

NUMBER

SHEET

ID

FREMONT 6805(1)

CLARK 6805(1) D.15

:1

J u n e

P la n

S h e

.0

W

F L

H D

Y a le

-K il g o re

R o a d

D e s ig n \D

G N

\i d -a

Y a le

-K il g o re

\i d -a f.

d

CP

19541 CP

19542

CP

19543

CP

19544 e = 0.045

L = 281.17'

T = 141.00'

R = 1,500.00'

Δ = 10°44'23" (RT)

PI 218+54.41

N

Proposed edge of pavement

Slope staking limits

Line to be constructed

Proposed edge of pavement

Slope staking limits

Existing edge of gravel

Existing edge of gravel

Profile grade

Approximate existing ground

YALE-KILGORE ROAD

S e e S e c ti o n H

R e p la c e

E x is ti n g -i n c h p ip e c u lv e rt

S e e S e c ti o n H

R e p la c e

E x is ti n g -i n c h p ip e c u lv e rt

NOTE:

shrink/swell.

shown below are not adjusted for Excavation and embankment volumes

CUYD

EMB.

CUYD

EXC.

44741

24-inch pipe culvert 218+73

24-inch pipe culvert 222+78

STATE PROJECT

NUMBER

SHEET

ID

FREMONT 6805(1)

CLARK 6805(1) D.16

:5

D e c e m b e r

P la n

S h e

.0

W

F L

H D

Y a le

-K il g o re

R o a d

D e s ig n \D

G N

\i d

-a

Y a le -K il g o re

\i d

-a f.

d

BH

B-5

CP

19544

CP

19545

CP

19546

CP

19547

N

Line to be constructed

Proposed edge of pavement

Profile grade

Approximate existing ground

Existing edge of gravel

Existing edge of gravel

Proposed edge of pavement

Slope staking limits

Slope staking limits

YALE-KILGORE ROAD

S e e S e c ti o n H

R e p la c e E x is ti n g in c h p ip e c u lv e r t

.2

A

NOTE:

shrink/swell.

shown below are not adjusted for

Excavation and embankment volumes

CUYD

EMB.

CUYD

EXC.

24-inch pipe culvert

232+78

STATE PROJECT

NUMBER

SHEET

ID

FREMONT 6805(1)

CLARK 6805(1) D.17

:5

D e c e m b e r

P la n

S h e

.0

W

F L

H D

Y a le

-K il g o re

R o a d

D e s ig n \D

G N

\i d -a

Y a le

-K il g o re

\i d -a f.

d

6490 6490

64956495

19547

CP

19548

CP

19549

CP

19550

N

Line to be constructed

Proposed edge of pavement

Profile grade

Approximate existing ground

Slope staking limits

Existing edge of gravel

Existing edge of gravel

Slope staking limits

YALE-KILGORE ROAD

S h e ri d a n C re e k

S e e S e c ti o n H

R e p la c e E x is ti n g in c h p ip e c u lv e r t

.5

A

Creek Bridge

Sheridan

See Sheets M.1-M.7

Sheridan Creek Bridge

See Sheet I.2

Bridge approach rail

NOTE:

shrink/swell.

shown below are not adjusted for

Excavation and embankment volumes

CUYD

EMB.

CUYD

EXC.

24-inch pipe culvert

245+46

.6

L

T

.2

L

T

.7

L

T

.5

L

T

.5

L

T

.2

L

T

.7

L

T

.3

L

T

AA B CC BD

See Sheet I.2

Bridge approach rail (left).

A

B

C

Terminal section, type MGS flared

Guardrail system MGS, type 2, class A, wood posts

Structure transition railing, MGS system

D Bridge railing, steel

.6

R

T

.2

R

T

.7

R

T

.5

R

T

.5

R

T

.2

R

T

.7

R

T

.3

R

T

AA B CC BD

See Sheet I.2

Bridge approach rail (right).

STATE PROJECT

NUMBER

SHEET

ID

FREMONT 6805(1)

CLARK 6805(1) D.18

:3 e p te m b e r

P la n

S h e

.0

W

F L

H D

Y a le

-K il g o re

R o a d

D e s ig n \D

G N

\i d -a

Y a le

-K il g o re

\i d -a f.

d g n

Creek Bridge

Sheridan

6490 6490

90 64

CP

19550

CP

19551

CP

19552

CP

19553 e = 0.039

L = 423.38'

T = 212.48'

R = 2,000.00'

Δ = 12°07'44" (LT)

PI 266+74.36

N

Line to be constructed Proposed edge of pavement

Profile grade

Approximate existing ground

Slope staking limits

Existing edge of gravel

Existing edge of gravel

Proposed edge of pavement Slope staking limits

YALE-KILGORE ROAD

S e e S e c ti o n H

R e p la c e

E x is ti n g -i n c h p ip e c u lv e rt

NOTE:

shrink/swell.

shown below are not adjusted for Excavation and embankment volumes

CUYD

EMB.

CUYD

EXC.

24-inch pipe culvert 264+56

STATE PROJECT

NUMBER

SHEET

ID

FREMONT 6805(1)

CLARK 6805(1) D.19

:0

J u n e

P la n

S h e

.0

W

F L

H D

Y a le

-K il g o re

R o a d

D e s ig n \D

G N

\i d

-a

Y a le -K il g o re

\i d

-a f.

d g n

6500 6500

B-6

CP

19554

CP

19555

CP

19556 e = 0.039

L = 423.38'

T = 212.48'

R = 2,000.00'

Δ = 12°07'44" (LT)

PI 266+74.36

e = 0.054 L = 956.95' T = 518.68' R = 1,000.00'

Δ = 54°49'46" (LT)

PI 281+62.36

N

Proposed edge of pavement

Profile grade

Approximate existing ground

Slope staking limits of gravel Existing edge

Existing edge of gravel

Proposed edge of pavement Slope staking limits

Line to be constructed

YALE-KILGORE ROAD

S e e S e c ti o n H

R e p la c e

E x is ti n g -i n c h p ip e c u lv e rt

A

.4

NOTE:

shrink/swell.

shown below are not adjusted for Excavation and embankment volumes

CUYD

EMB.

CUYD

EXC.

24-inch pipe culvert 277+43

STATE PROJECT

NUMBER

SHEET

ID

FREMONT 6805(1)

CLARK 6805(1) D.20

:1

D e c e m b e r

P la n

S h e

.0

W

F L

H D

Y a le

-K il g o re

R o a d

D e s ig n \D

G N

\i d

-a

Y a le -K il g o re

\i d

-a f.

d g n

6505 6

6510 6510

C P

C P

C P e = 0.054

L = 956.95'

T = 518.68'

R = 1,000.00'

Δ = 54°49'46" (LT)

PI 281+62.36 N

Line to be constructed

Proposed edge of pavement

Profile grade

Approximate existing ground

Existing edge of gravel

Existing edge of gravel

Proposed edge of pavement Slope staking limits

YALE-KILG

ORE ROAD

Taylor Creek

See sheet J.1-3 Cattle guard, 30-Feet 287+46

Removal of existing cattle guard 287+46

B

2+

.2

See Sheets H.5-6 Taylor Creek culvert

See Sheets H.5-6 Taylor Creek Culvert

NOTE:

shrink/swell.

shown below are not adjusted for Excavation and embankment volumes

CUYD

EMB.

CUYD

EXC.

STATE PROJECT

NUMBER

SHEET

ID

FREMONT 6805(1)

CLARK 6805(1) D.21

:0 e p te m b e r

P la n

S h e

.0

W

F L

H D

Y a le

-K il g o re

R o a d

D e s ig n \D

G N

\i d

-a

Y a le -K il g o re

\i d

-a f.

d g

C P

C P

C P e = 0.02

L = 315.00'

T = 157.55'

R = 5,000.00'

Δ = 03°36'35" (RT)

PI 302+05.74

Line to be constructed

Proposed edge of pavement

Profile grade

Approximate existing ground

Slope staking limits Existing edge of gravel

Existing edge of gravel Proposed edge of pavement Slope staking limits

YALE-KILGORE ROAD

S e e S e c ti o n H

R e p la c e

E x is ti n g -i n c h p ip e c u lv e rt

S e e S e c ti o n H

R e p la c e

E x is ti n g -i n c h p ip e c u lv e rt

N

NOTE:

shrink/swell.

shown below are not adjusted for Excavation and embankment volumes

CUYD

EMB.

CUYD

EXC.

24-inch pipe culvert 301+93

24-inch pipe culvert 307+94

STATE PROJECT

NUMBER

SHEET

ID

FREMONT 6805(1)

CLARK 6805(1) D.22

:1

J a n u a ry

P la n

S h e

.0

W

F L

H D

Y a le

-K il g o re

R o a d

D e s ig n \D

G N

\i d

-a

Y a le -K il g o re

\i d

-a f.

d

C P

C P

C P

C P

N

Line to be constructed

Proposed edge of pavement

Profile grade

Approximate existing ground

Slope staking limits Existing edge of gravel

Existing edge of gravelProposed edge of pavement

Slope staking limits

YALE-KILGORE ROAD

S e e S e c ti o n H

R e p la c e E x is ti n g in c h p ip e c u lv e r t

NOTE:

shrink/swell.

shown below are not adjusted for

Excavation and embankment volumes

CUYD

EMB.

CUYD

EXC.

24-inch pipe culvert

317+84

STATE PROJECT

NUMBER

ID CLARK 6805(1) D.23

:0

D e c e m b e r

P la n

S h e

.0

W

F L

H D

Y a le

-K il g o re

R o a d

D e s ig n \D

G N

\i d -a

Y a le

-K il g o re

\i d -a f.

d g

B H

B -7

C P

C P

C P

C P

N

Line to be constructed

Proposed edge of pavement

Profile grade

Approximate existing ground

Slope staking limits Existing edge of gravel

Existing edge of gravel Proposed edge of pavement

Slope staking limits

YALE-KILGORE ROAD

S e e S e c ti o n H

R e p la c e E x is ti n g in c h p ip e c u lv e r t

NOTE:

shrink/swell.

shown below are not adjusted for

Excavation and embankment volumes

CUYD

EMB.

CUYD

EXC.

24-inch pipe culvert

332+85

STATE PROJECT

NUMBER

SHEET

ID

FREMONT 6805(1)

CLARK 6805(1) D.24

:0

D e c e m b e r

P la n

S h e

.0

W

F L

H D

Y a le

-K il g o re

R o a d

D e s ig n \D

G N

\i d -a

Y a le

-K il g o re

\i d -a f.

d g

5 6605

C P

C P

C P

C P

N

Line to be constructed

Proposed edge of pavement

Profile grade

Approximate existing ground

Slope staking limits Existing edge of gravel

Existing edge of gravelProposed edge of pavement Slope staking limits

YALE-KILGORE ROAD

See Sheets J.1-J.3

Cattle guard, 30 feet

340+46

S e e S e c ti o n H

R e p la c e E x is ti n g in c h p ip e c u lv e r t

S e e S e c ti o n H

R e p la c e E x is ti n g in c h p ip e c u lv e r t

A

29.8

.5

NOTE:

shrink/swell.

shown below are not adjusted for

Excavation and embankment volumes

CUYD

EMB.

CUYD

EXC.

24-inch pipe culvert

339+90

24-inch pipe culvert

344+85 cattle guard

Removal of existing

340+46

STATE PROJECT

NUMBER

SHEET

ID

FREMONT 6805(1)

CLARK 6805(1) D.25

:0 e p te m b e r

P la n

S h e

.0

W

F L

H D

Y a le

-K il g o re

R o a d

D e s ig n \D

G N

\i d -a

Y a le

-K il g o re

\i d -a f.

d g

C P

C P

C P

C P

N

Line to be constructed Proposed edge of pavement

Profile grade

Approximate existing ground

Slope staking limits

365+42

Existing edge of gravelProposed edge of pavement Slope staking limits

YALE-KILGORE ROAD

Selective clearing

Existing edge of gravel

NOTE:

shrink/swell.

shown below are not adjusted for

Excavation and embankment volumes

CUYD

EMB.

CUYD

EXC.

30 23

37'

STATE PROJECT

NUMBER

SHEET

ID

FREMONT 6805(1)

CLARK 6805(1) D.26

:1 e p te m b e r

P la n

S h e

.0

W

F L

H D

Y a le

-K il g o re

R o a d

D e s ig n \D

G N

\i d -a

Y a le

-K il g o re

\i d -a f.

d

CP

19574

CP

19575 CP

19576

CP

19577

BC

BC

e = 0.054

L = 978.65'

T = 532.52'

R = 1,000.00'

Δ = 56°04'22" (RT)

PI 371+74.93

N

Line to be constructed

Profile grade

Approximate existing ground

Slope staking limits

Existing edge of gravel of gravel Existing edge

Slope staking limits

Proposed edge of pavement

YALE-KILGORE ROAD

S e e S e c ti o n H

R e p la c e

E x is ti n g -i n c h p ip e c u lv e rt

S e e S e c ti o n H

R e p la c e

E x is ti n g -i n c h p ip e c u lv e rt

B

.8

.6

A 25.8

S e e S e c ti o n H

(i n te rs e c ti o n a p p ro a c h

-i n c h p ip e c u lv e rt

.6

377+21

Selective clearing

N F S

R

NOTE:

shrink/swell.

shown below are not adjusted for Excavation and embankment volumes

CUYD

EMB.

CUYD

EXC.

18-inch pipe culvert 371+53.68

24-inch pipe culvert 373+68

24-inch pipe culvert 378+75

STATE PROJECT

NUMBER

SHEET

ID

FREMONT 6805(1)

CLARK 6805(1) D.27

:1 e p te m b e r

P la n

S h e

.0

W

F L

H D

Y a le

-K il g o re

R o a d

D e s ig n \D

G N

\i d

-a

Y a le -K il g o re

\i d

-a f.

d g

0 6630

B-8

CP

19578

CP

19579

CP

19580

N

Line to be constructed Proposed edge of pavement

Profile grade

Approximate existing ground

Slope staking limits Existing edge of gravel

Proposed edge of pavement Slope staking limits Existing edge of gravel

YALE-KILGORE ROAD

A

.5

NOTE:

shrink/swell.

shown below are not adjusted for

Excavation and embankment volumes

CUYD

EMB.

CUYD

EXC.

STATE PROJECT

NUMBER

SHEET

ID

FREMONT 6805(1)

CLARK 6805(1) D.28

:0

D e c e m b e r

P la n

S h e

.0

W

F L

H D

Y a le

-K il g o re

R o a d

D e s ig n \D

G N

\i d -a

Y a le

-K il g o re

\i d -a f.

d g

CP

19581

CP

19582

CP

19583

N

Line to be constructed Proposed edge of pavement

Profile grade

Approximate existing ground

Slope staking limits Existing edge of gravel

Existing edge of gravel Slope staking limits

YALE-KILGORE ROAD

S c h n e id e r C r e e k

R e m o v a l o f p ip e c u lv e r t

S e e S e c ti o n H

R e p la c e E x is ti n g in c h p ip e c u lv e r t

A

.9

NOTE:

shrink/swell.

shown below are not adjusted for

Excavation and embankment volumes

CUYD

EMB.

CUYD

EXC.

Removal of pipe culvert

406+83

24-inch pipe culvert

409+77

STATE PROJECT

NUMBER

SHEET

ID

FREMONT 6805(1)

CLARK 6805(1) D.29

:2

J u n e

P la n

S h e

.0

W

F L

H D

Y a le

-K il g o re

R o a d

D e s ig n \D

G N

\i d -a

Y a le

-K il g o re

\i d -a f.

d

B-9

CP

19584

CP

19585

CP

19586

Line to be constructed Proposed edge of pavement Slope staking limits Existing edge of gravel

Existing edge of gravel

Slope staking limits

Existing edge of pavement

Profile grade

Approximate existing ground

YALE-KILGORE ROAD

K e g S p r in g R o a d

Existing edge of pavementA

.0

.3

A

N

NOTE:

shrink/swell.

shown below are not adjusted for

Excavation and embankment volumes

CUYD

EMB.

CUYD

EXC.

STATE PROJECT

NUMBER

SHEET

ID

FREMONT 6805(1)

CLARK 6805(1) D.30

:0

D e c e m b e r

P la n

S h e

.0

W

F L

H D

Y a le

-K il g o re

R o a d

D e s ig n \D

G N

\i d -a

Y a le

-K il g o re

\i d -a f.

d

90 6

56595

B-10

CP

19587

CP

19588

CP

19589

BC BC

33 34

N

Line to be constructed

Proposed edge of pavement

Existing edge of pavement

Profile grade

Approximate existing ground

Slope staking limits Existing edge of pavement

Proposed edge of pavement Slope staking limits

428+28.75

ID FREMONT 6805(1)

BEGIN RECONSTRUCTION

ID CLARK 6805(1)

END RECONSTRUCTION

YALE-KILGORE ROAD

C la rk C o u n ty

F re m o n t

C o u n ty

C r e e k

K e g S p r in g s

S e e S e c ti o n H

R e p la c e E x is ti n g in c h p ip e c u lv e r t

A

.7

NOTE:

Quantity shown is incidental to Full Depth Reclamation Item 30603-0600.

meeting FP-14 Standard…