Plans Part 2_Enaville.pdf

ENAVILLE - THOMPSON PASS

ROAD

155+00 TO 185+00

N

N

D.7

STATE PROJECT

SHEET

NUMBER

ID

PFH 9(5)

A

U G

P

M I P P

W P d m s if ff .d g n

U

S S u r

D

C h e c k e d b y

D e s ig n e d b y

Line as staked and to be constructed

Construct road approach

See sheet E.2

129+50 to 156+75 Clearing Left

155+50 to 162+50 Ditch Reconditioning

154+90 to 186+00 Clearing Right

170+25 to 186+00 Clearing Left

154+90 to 186+00 Clearing Right

Line as staked and to be constructed

Resurface road approach

See sheet E.2

Resurface turnout

See sheet E.3

165+01 Clean Culvert

163+62 to 163+94

Subexcavation Type II (1/4 width LT)

See Sheet C.3 for details

161+75 to 162+23

Subexcavation Type II (1/4 width LT)

See Sheet C.3 for details

PRELI

M

IN

ARY

N O

T

FO

R

CO

N

STRUCTI

O N

B

C

200+75 to 213+85 Ditch Reconditioning Right

200+75 to 213+85 Clearing Right

ENAVILLE - THOMPSON PASS

ROAD

185+00 TO 215+00

N N

D.8

STATE PROJECT

SHEET

A

U G

P

M I P P

W P d m s if fg .d g n

U

S S u r

D e c k e d b y s ig n e d b y

170+25 to 186+00 Clearing Left 190+25 to 200+00 Clearing Left

154+90 to 186+00 Clearing Right

186+00 to 189+65 Ditch Reconditioning Right 193+00 to 197+35 Ditch Reconditioning Right

214+25 to 232+25 Clearing Left

Resurface road approach

See sheet E.2

Resurface road approach

See sheet E.2

Resurface road approach

See sheet E.2

Resurface road approach

See sheet E.2

Resurface road approach

See sheet E.2

Resurface road approach

See sheet E.2

Line as staked and to be constructed

Line as staked and to be constructed

Resurface turnout

See sheet E.3 Resurface turnout

See sheet E.3

Resurface road approach

See sheet E.2

Resurface road approach

See sheet E.2

213+87 Clean Culvert

194+00 to 200+00 Clearing Right

PRELI

M

IN

ARY

N O

T

FO

R

CO

N

STRUCTI

C

B

B

C

B

B

B

R iv e r ’s E d g e L n

M o u n ta in R id g

215+00 TO 245+00

N

N

D.9

STATE PROJECT

SHEET

A

U G

P

M I P P

W P d m s if fh .d g n

U

S S u r

D e c k e d b y s ig n e d b y

Resurface turnout

See sheet E.3

214+25 to 232+25 Clearing Left

240+25 to 291+80 Clearing Left

231+00 to 245+50 Ditch Reconditioning Right

231+00 to 324+00 Clearing Right

Line as staked and to be constructed

Line as staked and to be constructed

Resurface road approach

See sheet E.2

Resurface road approach

See sheet E.2

Resurface road approach

See sheet E.2

214+25 to 232+25 Clearing Left

PRELI

M

IN

ARY

N O

T

FO

R

CO

N

STRUCTI

B

0 2

D.10

STATE PROJECT

SHEET

A

U G

P

M I P P

W P d m s if fi .d g n

U

S S u r

D e c k e d b y s ig n e d b y

ENAVILLE - THOMPSON PASS

ROAD

245+00 TO 275+00

264+20 to 267+25

Subexcavation Type I (full width)

See Sheet C.3 for details 267+25 to 268+90 Subexcavation Type I (1/2 width RT) See Sheet C.3 for details

240+25 to 291+80 Clearing Left

231+00 to 324+00 Clearing Right

251+18 to 254+42 Subexcavation Type I (full width) See Sheet C.3 for details

259+00 to 263+50 Ditch Reconditioning Right 267+00 to 304 +50 Ditch Reconditioning Right

231+00 to 245+50 Ditch Reconditioning Right

259+00 to 263+50 Ditch Reconditioning Right

240+25 to 291+80 Clearing Left

231+00 to 324+00 Clearing Right

Resurface road approach

See sheet E.2

Resurface road approach

See sheet E.2

Resurface road approach

See sheet E.2

Line as staked and to be constructed

Line as staked and to be constructed

Resurface turnout

See sheet E.3PRELI M

IN

ARY

N O

T

FO

R

CO

N

STRUCTI

B B

S p r in g C r e e k R d

275+00 TO 305+00

N

N

D.11

STATE PROJECT

SHEET

A

U G

P

M I P P

W P d m s if fj .d g n

U

S S u r

D e c k e d b y s ig n e d b y

275+82 to 278+42

Subexcavation Type I (full width)

See Sheet C.3 for details

240+25 to 291+80 Clearing Left

267+00 to 304+50 Ditch Reconditioning Right

267+00 to 304+50 Ditch Reconditioning Right

231+00 to 324+00 Clearing Right

240+25 to 291+80 Clearing Left 300+00 to 320+00 Clearing Left

Line as staked and to be constructed

Line as staked and to be constructed

Resurface turnout

See sheet E.3

275+50 Clean Culvert 279+31 Clean Culvert

PRELI

M

IN

ARY

N O

T

FO

R

CO

N

STRUCTI

0 2

307+75 to 316+65 Ditch Reconditioning

ROAD

305+00 TO 335+00

N

N

D.12

STATE PROJECT

SHEET

A

U G

P

M I P P

W P d m s if fk .d g n

U

S S u r

D e c k e d b y s ig n e d b y

318+80 to 321+50

Subexcavation Type I (1/2 width RT)

See Sheet C.3 for details

300+00 to 320+00 Clearing Left

231+00 to 324+00 Clearing Right

318+80 to 321+50

Subexcavation Type I (1/2 width RT)

See Sheet C.3 for details

231+00 to 324+00 Clearing Right

Resurface road approach

See sheet E.2

Resurface road approach

See sheet E.2

Resurface road approach

See sheet E.2

Line as staked and to be constructed

Line as staked and to be constructed

Resurface turnout

See sheet E.3 Resurface road approach

See sheet E.2

Resurface road approach

See sheet E.2

305+07 Clean Culvert

PRELI

M

IN

ARY

N O

T

FO

R

CO

N

STRUCTI

B

S te a m B o a t

P o n d

B

B

C

335+00 TO 365+00

N

N

D.13

STATE PROJECT

SHEET

A

U G

P

M I P P

W P d m s if fl .d g n

U

S S u r

D e c k e d b y s ig n e d b y

363+75 to 364+12

Subexcavation Type I (full width)

See Sheet C.3 for details

350+85 to 353+15

Subexcavation Type I (1/2 width RT)

See Sheet C.3 for details

340+00 to 391+00 Clearing Left

345+25 to 400+00 Ditch Reconditioning Right

345+24 to 400+00 Ditch Reconditioning Right

336+15 to 338+25 Ditch Reconditioning Right

336+15 to 400+00 Clearing Right

340+00 to 391+00 Clearing Left

Line as staked and to be constructed

Line as staked and to be constructed

Resurface road approach

See sheet E.2

Resurface road approach

See sheet E.2

Resurface turnout

See sheet E.3

Resurface turnout

See sheet E.3

345+94 Clean Culvert

357+53 Clean Culvert

340+25 to 343+00 Ditch Reconditioning Right

336+15 to 400+00 Clearing Right

PRELI

M

IN

ARY

N O

T

FO

R

CO

N

STRUCTI

B

365+00 TO 395+00

N

N

D.14

STATE PROJECT

SHEET

A

U G

P

M I P P

W P d m s if fm .d g n

U

S S u r

D e c k e d b y s ig n e d b y

340+00 to 391+00 Clearing Left

336+15 to 400+00 Clearing Right

345+25 to 400+00 Ditch Reconditioning Right

340+00 to 391+00 Clearing Left

336+15 to 400+00 Clearing Right

345+25 to 400+00 Ditch Reconditioning Right

Resurface road approach

See sheet E.2

Resurface road approach

See sheet E.2

Resurface road approach

See sheet E.2

Line as staked and to be constructed

Line as staked and to be constructed

PRELI

M

IN

ARY

N O

T

FO

R

CO

N

STRUCTI

C

C

B

395+00 TO 425+00

N

N

D.15

STATE PROJECT

SHEET

A

U G

P

M I P P

W P d m s if fn .d g n

U

S S u r

D e c k e d b y s ig n e d b y

400+00 to 484+25 Clearing Left

336+15 to 400+00 Clearing Right

345+25 to 400+00 Ditch Reconditioning Right

405+00 to 484+50 Clearing Right

407+25 to 415+45 Ditch Reconditioning Right

400+00 to 484+25 Clearing Left

405+00 to 484+50 Clearing Right

407+25 to 415+45 Ditch Reconditioning Right

418+00 to 464+00 Ditch Reconditioning Right

418+00 to 464+00 Ditch Reconditioning Right

Line as staked and to be constructed

Line as staked and to be constructed

Resurface road approach

See sheet E.2

Resurface turnout

See sheet E.3

416+61 Culvert to be replaced

See Sheets G.1-G.7 for details

W1-2

410+34.87

PRELI

M

IN

ARY

N O

T

FO

R

CO

N

STRUCTI

B

C o a l

C r e k

425+00 TO 455+00

N

N

D.16

STATE PROJECT

SHEET

A

U G

P

M I P P

W P d m s if fo .d g n

U

S S u r

D e c k e d b y s ig n e d b y

400+00 to 484+25 Clearing Left

400+00 to 484+25 Clearing Left

418+00 to 464+00 Ditch Reconditioning Right

405+00 to 484+50 Clearing Right

437+88

Clean Culvert

418+00 to 464+00 Ditch Reconditioning Right

405+00 to 484+50 Clearing Right

Line as staked and to be constructed

Line as staked and to be constructed

426+86 Clean Culvert

PRELI

M

IN

ARY

N O

T

FO

R

CO

N

STRUCTI

D.17

STATE PROJECT

SHEET

A

U G

P

M I P P

W P d m s if fp .d g n

U

S S u r

D e c k e d b y s ig n e d b y

ENAVILLE-THOMPSON PASS

ROAD

455+00 TO 485+00

400+00 to 484+25 Clearing Left

418+00 to 464+00 Ditch Reconditioning Right

405+00 to 484+50 Clearing Right

478+00 500+50 Ditch Reconditioning Right

400+00 to 484+25 Clearing Left

405+00 to 484+50 Clearing Right

Line as staked and to be constructed

Line as staked and to be constructed

Resurface road approach

See sheet E.2

PRELI

M

IN

ARY

N O

T

FO

R

CO

N

STRUCTI

0 4

C

ENAVILLE-THOMPSON PASS

ROAD

485+00 TO 515+00

D.18

STATE PROJECT

SHEET

A

U G

P

M I P P

W P d m s if fq .d g n

U

S S u r

D e c k e d b y s ig n e d b y

503+57 to 504+91

Subexcavation Type I (Full width)

See Sheet C.3 for details

493+88 to 495+60

Subexcavation Type I (1/2 width RT)

See Sheet C.3 for details

488+00 to 500+50 Clearing Right

490+00 to 572+50 Clearing Left

478+00 to 500+50 Ditch Reconditioning Right

490+00 to 572+50 Clearing Left

505+50 to 537+60 Ditch Reconditioning Right

504+30 to 586+00 Clearing Right

Resurface road approach

See sheet E.2

Resurface road approach

See sheet E.2

Resurface road approach

See sheet E.2

Resurface road approach

See sheet E.2

Line as staked and to be constructed

Line as staked and to be constructed

488+00 to 500+50 Clearing Right

478+00 to 500+50 Ditch Reconditioning Right

PRELI

M

IN

ARY

N O

T

FO

R

CO

N

STRUCTI

B

C

ENAVILLE-THOMPSON PASS

ROAD

515+00 TO 545+00

D.19

STATE PROJECT

SHEET

A

U G

P

M I P P

W P d m s if fr .d g n

U

S S u r

D e c k e d b y s ig n e d b y

540+64 to 541+45

Subexcavation Type I (1/2 W RT)

See Sheet C.3 for details

537+90 to 547+80 Ditch Reconditioning Right

505+50 to 537+60 Ditch Reconditioning Right

504+30 to 586+00 Clearing Right

505+50 to 537+60 Ditch Reconditioning Right

504+30 to 586+00 Clearing Right

Line as staked and to be constructed

Line as staked and to be constructed

Resurface road approach

See sheet E.2

Resurface turnout

See sheet E.3

Resurface turnout

See sheet E.3

529+27 Culvert to be replaced

See Sheets G.1-G.7 for details

529+27

Clean Culvert

539+09

Clean Culvert

490+00 to 572+50 Clearing Left

490+00 to 572+50 Clearing Left

PRELI

M

IN

ARY

N O

T

FO

R

CO

N

STRUCTI

C

ENAVILLE-THOMPSON PASS

ROAD

545+00 TO 575+00

D.20

STATE PROJECT

SHEET

A

U G

P

M I P P

W P d m s if fs .d g n

U

S S u r

D e c k e d b y s ig n e d b y

504+30 to 586+00 Clearing Right

537+90 to 547+80 Ditch Reconditioning Right

504+30 to 586+00 Clearing Right

Line as staked and to be constructed

Line as staked and to be constructed

Resurface turnout

See sheet E.3

548+86

Clean Culvert

490+00 to 572+50 Clearing Left

490+00 to 572+50 Clearing Left

PRELI

M

IN

ARY

N O

T

FO

R

CO

N

STRUCTI

ENAVILLE-THOMPSON PASS

ROAD

575+00 TO 605+00

D.21

STATE PROJECT

SHEET

A

U G

P

M I P P

W P d m s if ft .d g n

U

S S u r

D e c k e d b y s ig n e d b y

581+48 to 582+42

Subexcavation Type I (full width)

See Sheet C.3 for details

601+97 to 603+00

Subexcavation Type I (1/2 W RT)

See Sheet C.3 for details

594+50 to 634+85 Ditch Reconditioning Right

504+30 to 586+00 Clearing Right

580+75 to 586+00 Ditch Reconditioning Right

589+00 to 641+50 Clearing Right

588+55 to 690+49 Clearing Left

589+00 to 641+50 Clearing Right

588+55 to 690+49 Clearing Left

Line as staked and to be constructed

Line as staked and to be constructed

Resurface road approach

See sheet E.2 Resurface road approach

See sheet E.2

Resurface turnout

See sheet E.3

Resurface turnout

See sheet E.3

PRELI

M

IN

ARY

N O

T

FO

R

CO

N

STRUCTI

C B

ENAVILLE-THOMPSON PASS

ROAD

605+00 TO 635+00

D.22

STATE PROJECT

SHEET

A

U G

P

M I P P

W P d m s if fu .d g n

U

S S u r

D e c k e d b y s ig n e d b y

610+65 to 610+92

Subexcavation Type I (Full width)

See Sheet C.3 for details

613+50 to 614+60

Subexcavation Type I (1/2 width RT)

See Sheet C.3 for details

588+55 to 690+49 Clearing Left

588+55 to 690+49 Clearing Left

589+00 to 641+50 Clearing Right

594+50 to 634+85 Ditch Reconditioning Right

589+00 to 641+50 Clearing Right

594+50 to 634+85 Ditch Reconditioning Right

Construct road approach

See sheet E.2

Line as staked and to be constructed

Line as staked and to be constructed

Resurface turnout

See sheet E.3

610+79 Clean Culvert

PRELI

M

IN

ARY

N O

T

FO

R

CO

N

STRUCTI

ENAVILLE-THOMPSON PASS

ROAD

635+00 TO 665+00

D.23

STATE PROJECT

SHEET

A

U G

P

M I P P

W P d m s if fv .d g n

U

S S u r

D e c k e d b y s ig n e d b y

588+55 to 690+49 Clearing Left

649+75 to 690+49 Ditch Reconditioning Right

635+15 to 641+50 Ditch Reconditioning Right

589+00 to 641+50 Clearing Right

588+55 to 690+49 Clearing Left

649+75 to 690+49 Ditch Reconditioning Right

649+75 to 690+49 Clearing Right

649+75 to 690+49 Clearing Right

Line as staked and to be constructed

Line as staked and to be constructed

Resurface road approach

See sheet E.2

659+29 Clean Culvert PRELI

M

IN

ARY

N O

T

FO

R

CO

N

STRUCTI

C

ENAVILLE-THOMPSON PASS

ROAD

665+00 TO 695+00

D.24

STATE PROJECT

SHEET

A

U G

P

M I P P

W P d m s if fw .d g n

U

S S u r

D e c k e d b y s ig n e d b y

P r o je c t li m it s

PAVEMENT CONNECTION DETAIL

M a tc h e x is ti n g p a v e m e n t

Project limits

Tack coat

Existing profile grade

3" recycling depth

Superpave pavement, -inch nominal maximum size aggregate, 0.3 to <3 million ESAL, 3" compacted depth placed in 2 lifts

See mainline typical section for pavement structure

588+55 to 690+49 Clearing Left

649+75 to 690+49 Ditch Reconditioning Right

649+75 to 690+49 Clearing Right

588+55 to 690+49 Clearing Left

649+75 to 690+49 Ditch Reconditioning Right

649+75 to 690+49 Clearing Right

Line as staked and to be constructed

Line as staked and to be constructed

Resurface turnout

See sheet E.3

Resurface turnout

See sheet E.3

Resurface turnout

See sheet E.3

END PROJECT

ID PFH 9(5)

ENAVILLE - THOMPSON PASS ROAD

690+49

PRELI

M

IN

ARY

N O

T

FO

R

CO

N

STRUCTI

30’

R a d iu s

Superpave pavement, inch nominal maximum size aggregate,

0.3 to <3 million ESAL, 3 inch compacted depth Existing aggregate surfacing

R a d iu s of highwayLC Edge of traveled way of approachLC of highwayLC Edge of traveled way of approachLC

ROAD APPROACH TYPE A

PLAN

ROAD APPROACH TYPE B

PLAN

ROAD APPROACH TYPE A

SECTION

ROAD APPROACH DETAILS

ROAD APPROACH TYPE B

SECTION

Edge of shoulder

1 2

See sheet C.2 for pavement structure

Edge of shoulder

See sheet C.2 for pavement structure

E.2

STATE PROJECT

SHEET

PFH 9 (5)

A

U G

P

M I P P

W P d m s if g a .d g n

U

S S u r

D e c k e d b y s ig n e d b y

Edge of shoulder

Edge of shoulder

FOOTNOTE:

See sheet E.1 for approach widths and lengths.1

Match existing approach radii.2

NO SCALE

x+ xx x A

LC of highway

Mainline Stationing

Road Approach Type

ILLUSTRATION SHOWING ROAD APPROACH

LOCATIONS ON MAINLINE PLAN SHEET

Taper 10:1

Mill pavement

Match edge of existing pavement

Match edge of existing pavement

Superpave pavement, inch nominal maximum size aggregate,

0.3 to <3 million ESAL, 3 inch compacted depth of approachLC

R a d iu s

Superpave pavement, inch nominal maximum size aggregate,

0.3 to <3 million ESAL, 3 inch compacted depth of highwayLC Edge of traveled way

ROAD APPROACH TYPE C

PLAN

ROAD APPROACH TYPE C

SECTION

Edge of shoulder

See sheet C.2 for pavement structure

Match edge of existing pavement

Edge of shoulder

Roadway aggregate, method 1

Existing asphalt pavement

Roadway aggregate, method 1

Existing aggregate surface

Existing aggregate or ground Tack coat grade CSS-1, CSS-1H, SS-1 OR SS-1H

Tack coat grade CSS-1, CSS-1H, SS-1 OR SS-1H

Tack coat grade CSS-1, CSS-1H, SS-1 OR SS-1H

PRELI

M

IN

ARY

N O

T

FO

R

CO

N

STRUCTI

Width

Width

A p p r o a c h r a d iu s l e n g th

Radius length

6’-0"

A p p r o a c h r a d iu s l e n g th

Radius length

Width

5’-0" 6’-0"10’-0"

L im it s o f tu r n o u t r e s u r fa c in g

L im it s o f tu r n o u t r e s u r fa c in g

Existing asphalt surfacing

TURNOUT SURFACING DETAIL

AGGREGATE SURFACE

TURNOUT SURFACING DETAIL

ASPHALT SURFACE

o f h ig h w a y

1 1

Match existing turnout grades.

See sheet E.1 for turnout widths and lengths.

NOTE:

FOOTNOTE:

NO SCALE

PLAN VIEW OF TURNOUT

AGGREGATE SURFACE

PLAN VIEW OF TURNOUT

ASPHALT SURFACE

LC

o f h ig h w a y

LC

TURNOUT DETAILS

Superpave pavement, nominal maximum size aggregate,

0.3 to <3 million ESAL, 3" compacted depth

Normal edge of shoulder

Roadway aggregate, method 1, 7" compacted depth

Normal edge of shoulder

Edge of shoulder

Edge of traveled way

Width

Width

Edge of shoulder

Edge of traveled way

1:31:3

E.3

STATE PROJECT

SHEET

A

U G

P

M I P P

W P d m s if g a .d g n

U

S S u r

D e c k e d b y s ig n e d b y

Fog seal grade CSS-1, CSS-1H, SS-1 OR SS-1H

PRELI

M

IN

ARY

N O

T

FO

R

CO

N

STRUCTI

Turnout width

L e n g th

L e n g th

Turnout width