Plans_1_of_3_MT_PARK_2013(1).pdf

PRELIM

IN

ARY

NOT FOR C

ONSTRUCTIO

N

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

Project Location

APPROVED:

DATE

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

Western Federal Lands Highway Division

Director, Project Delivery, C. Kratovil

PROJECT MANAGER

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED BY

PLANS FOR PROPOSED PROJECT

MT PARK 2013(1)

COMMITMENT TO EXCELLENCE

FEDERAL LANDS HIGHWAY

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

MONTANA KEY MAP

COLUMBIA

BRITISH

ALBERTA

SASKATCHEWAN

N O

R T

H D

A K

O T

A

S O

U T

H D

A K

O T

A

WYOMING

ID

A

H O

UNITED STATES

CANADA

GLACIER

NATIONAL

PARK

YELLOWSTONE

NATIONAL

PARK

CHARLES M. RUSSELL

NATIONAL

WILDLIFE RANGE

Lake

Flathead

Elwell

Lake

M

Lake

Fort Peck

I SOS U IR

KALISPELL

MISSOULA

Anaconda

HELENA

BUTTE

BOZEMAN

Livingston

BILLINGS

City

Miles

Glendive

Point

Wolf Glasgow

HAVRE

Shelby

FALLS

GREAT

Lewistown

Dillon

E N

O T

S

WOLLEY

R E

VIR

90 15

2 2

MONTANA

REVIR

GARDINER GATEWAY, PHASE I

LENGTH 1.035 MILES

See Sheet A.2 for Index to Sheets

SCALE IN MILES

20 0 20 40 60

W Y

O M I N

G

I D

A H

O

MONTANA

GARDINER

Helena

Bozeman

Billings

Butte Anaconda

B e a v e rh e a d

Mts.

Centennial Mts.

Falls

Idaho

MEM. PKWY.

JOHN D. ROCKEFELLER JR.

YELLOWSTONE

NATIONAL

PARK

PROJECT AREA

Vicinity Map

See Sheet A.4 for

Roadside Development.

Grading, Base, Paving, Drainage and

N

MONTANA

PARK COUNTY

YELLOWSTONE NATIONAL PARK

e n ot s w oll e Y reviR

Specifications, 2010

Montana Public Works Standard

Projects, FP-03 US Customary Units of Roads and Bridges on Federal Highway

Standard Specifications for Construction

Design Vehicle e (max)

V

ADT (2035)

ADT (2015)

45' Tour Bus

0.040

20 MPH

A.1

STATE PROJECT

NUMBER

SHEET

MT

PARK 2013 (1)

A

M

A u g u s t

U

S S u r ft

D c m y fi le s p w p r o d u c ti o n d m t-a a a .d g n

R J o h n s o

W

M c

Q u is to n B

K u n ih is a

C h e c k e d b y

D e s ig n e d b y

EDITS

PDF FILE

PRE-ADD

ARY

NOT FOR C

ONSTRUCTIO

N

INDEX TO SHEETS INDEX TO SHEETS

INDEX TO SHEETS

INDEX TO SHEETS

N. ELECTRICAL UTILITIES

M. PERMANENT TRAFFIC CONTROL PLAN

N.7

N.6

N.5

N.3-4

N.1-2

M.8-10

M.4-7

M.1-3

LIGHTING PLAN - YELLOWSTONE TRAIL ROAD

LIGHTING PLAN - RR CONNECTION

LIGHTING PLAN - HWY 89

LIGHTING PLAN - W PARK

TABULATION OF QUANTITIES

PERMANENT TRAFFIC CONTROL STANDARD DETAILS

PERMANENT TRAFFIC CONTROL PLANS

QUANTITIES

TABULATION OF PERMANENT TRAFFIC CONTROL

F.12

F.11

F.10

F.9

F.8

F.7

F.6

F.5

F.4

F.1-3

E.14

E.13

E.12

E.11

E.10

E.9

E.8

E.7

E.5-6

E.4

E. 1-3

D.9

D.8

D.7

D.6

D.5

D.4

D.3

D.1-2

C.2-5

C.1

B.1-3

A.5

A.4

A.3

A.2

A.1

DETAIL NOTES

ARCH PARK PLAN

ARCH PARK PARKING LOT LAYOUT

POCKET PARK PLAN LAYOUT

YA LOOP DRIVEWAY

ARCH SIDEWALK AND HAIRPIN CURVE LAYOUT

YA PEDESTRIAN PLAZA

ROBERT REAMER CONNECTION

W PARK ST PARKING LOT

TABULATION OF QUANTITIES

W MAIN ST PLAN AND PROFILE

MAIN ST AT ARCH PARK PLAN AND PROFILE

YELLOWSTONE TRAIL ROAD PLAN AND PROFILE

ROBERT REAMER CONNECTION PLAN AND PROFILE

PARK ST / ROBERT REAMER CONNECTION PLAN AND PROFILE

HWY 89 (S 2ND ST) PLAN AND PROFILE

PARK ST PLAN AND PROFILE (406+00 TO 412+00)

ARCH BYPASS ROAD PLAN AND PROFILE

PARK ST PLAN AND PROFILE (394+00 TO 406+00)

ALIGNMENT AND SHEET INDEX

TABULATION OF QUANTITIES

DEMOLITION PLAN - MAIN STREET (N-S)

AND ARCH PARK

DEMOLITION PLAN - YELLOWSTONE TRAIL ROAD

DEMOLITION PLAN - ROBERT REAMER CONNECTION

DEMOLITION PLAN - HWY 89/2ND ST

DEMOLITION PLAN - PARK STREET

DEMOLITION PLAN - ARCH HAIRPIN/PARK ST

DEMOLITION PLAN - NORTH ENTRANCE

TABULATION OF QUANTITIES

TYPICAL SECTIONS

TABULATION OF QUANTITIES

SUMMARY OF QUANTITIES (NOT INCLUDED)

PROJECT SITE PLAN

VICINITY MAP

PLAN SYMBOLS AND ABBREVIATIONS

INDEX TO SHEETS

TITLE SHEET

TEMPORARY TRAFFIC CONTROL STANDARD DETAILS

TEMPORARY TRAFFIC CONTROL CONSTRUCTION PLANS

INDEX OF WORK AREAS

QUANTITIES (NOT INCLUDED)

TABULATION OF TEMPORARY TRAFFIC CONTROL

AND DISPOSAL SITES

STAGING, STOCKPILE, MATERIAL PROCESSING,

WATER SOURCE SITE

STD. DETAIL W157-20, SEDIMENT WATTLE

TREATMENT DETAILS

SOIL EROSION AND SEDIMENT CONTROL

SILT FENCE DETAILS

EROSION CONTROL PLANS

TABULATION OF EROSION CONTROL QUANTITIES

TRASH RACK DETAILS

WEST DITCH INFILTRATION DETAILS

TRENCH DRAIN DETAILS

PLAN & SECTIONS

WEST PARK STREET STORM SEWER OUTFALL

CONCRETE MANHOLE DETAILS

CURB INLET TYPE II

INLET DETAILS

HEADWALL DETAILS

INLET DETAILS

BASIN OUTLET DETAILS

4TH ST. STORM SEWER CP WALL

4TH ST. STORM SEWER OUTFALL SECTIONS

4TH ST. STORM SEWER OUTFALL PLAN

YELLOWSTONE TRAIL ROAD DRY WELL DETAILS

SWALE DETAILS (HYDRAULICS)

BASIN SECTION (HYDRAULICS)

BASIN PLAN (HYDRAULICS)

PLAN AND PROFILES - DRAINAGE

ALIGNMENT AND SHEET INDEX

TABULATION OF DRAINAGE QUANTITIES

SIGN AREA WALL PLANS

YA SIDEWALK, PARKING LT BUMPOUT, &

ARCH PARK STONE MASONRY SEATWALL DETAIL

ARCH PARK STAGE & SEATWALL TYPICAL SECTIONS

MSE WALL WITH MASONRY FACING DETAILS

MSE WALL WITH MASONRY FACING

WALL PLAN AND PROFILE

TABULATION OF WALL QUANTITIES

F. PARKING LOTS & PEDESTRIAN AREAS

E. MAINLINE PLAN AND PROFILES

D. DEMOLITION PLANS

C. TYPICAL SECTION

B. SUMMARIES

A. GENERAL INFORMATION

L. TEMPORARY TRAFFIC CONTROL PLAN

K. STAGING, STOCKPILING, WATER SOURCES

J. EROSION CONTROL

I. DRAINAGE

G. WALLS

L.8-12

L.3-7

L.2

L.1

K.2

K.1

J.12

J.11

J.10

J.2-9

J.1

I.36

I.35

I.34

I.33

I.32

I.31

I.30

I.29

I.28

I.27

I.26

I.25

I.24

I.23

I.22

I.21

I.7-20

I.6

I.1-5

G.9

G.8

G.7

G.6

G.4-5

G.3

G.1-2

A.2

STATE PROJECT

PARK 2013(1)

P

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d m t-a a b .d

J o h n s

M c

Q u is to n B

K u n ih is a

C h e c k e d b y

D e s ig n e d b y

ARY

NOT FOR C

ONSTRUCTIO

N

N

Lake

Rainbow

G A R D I N E RAirport

To M am m oth

4.0 M

iles

51.0 Miles

To Livingston e dils d n a L

C r e e k

PROJECT LOCATION

SEE SHEET A.5

VICINITY MAP

LANOITAN

SCALE IN MILES

0 2 lanoitaN yradnuoB en ot s wo ll eY reviR

Park survey and 1984 dependent survey

National Park per 1883

North boundary Yellowstone

A.4

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d m t-a a d .d

J o h n s

M c

Q u is to n B

K u n ih is a

C h e c k e d b y

D e s ig n e d b y

Towards Reese Creek Pit

Miles

NP

NP

NP

N P

NP

NP

NP

ARY

NOT FOR C

ONSTRUCTIO

N PARK 2013(1), Gardiner Gateway Phase 1

LEGEND:

A.5

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d m t-a a e .d

J o h n s

M c

Q u is to n B

K u n ih is a

C h e c k e d b y

D e s ig n e d b y s t

S tr e e t

Yellowstone River

Spring Street

N th S tr e e t r d S tr e e t

E. Park Street

(EPS02)

E. PARK ST.

Water Street (WATER)

PROJECT SITE PLAN

Stone Street

Main Street

Park Street

See Sheet D.XX

ROBERT REAMER CONNECTION

See Sheet E.XX

VA Pedestrian Plaza

PARK NORTH BOUNDARY

YELLOWSTONE NATIONAL

Road. See Sheet D.XX

YNP North Entrance

See Sheet D.XX

Arch Bypass Road

Road. See Sheet D.XX

Yellowstone Trail

School

Gardiner

See Sheet F.3

Arch Park Stage

See Sheet E.9

Parking Lot

Arch Park

See Sheet D.XX

ROBERT REAMER CONNECTION

See Sheets E.XX

Parking Lot.

Oversized

Park Street n d S tr e e t)

H w y

"Discharge Point 001"

NB

NB

N B

N B

N B

JH 1001

JH 1002

JH 1028

JH 1029

JH 1048

JH 1049

JH 1050

JH 1058

JH 1059

Arch Park Parking Lot. See Sheet E.9

See Sheets E.XX

Parking Lot.

Park Street West

See Sheet E.8

Pocket Park.

Arch Park. See Sheet E.10

See Sheet E.7

YA Parking Lot

ARY

NOT FOR C

ONSTRUCTIO

N

FOOTNOTE:

C.2

STATE PROJECT

u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a c b .d

J o h n s

M c

Q u is to n B

K u n ih is a

C h e c k e d b y

D e s ig n e d b y asphalt and gravel.

Area Grading Plan. 1% minimum for concrete, 2% minimum for

Parking pavement and sidewalk slopes will be controlled by the

2% Slope

Varies

4" Aggregate base, grading D

2% Slope

0.3 to < 3 million ESAL maximum size aggregate, " nominal4 3" or 2

6" Superpave pavement,4" Recycled aggregate base

NORTH ENTRANCE

394+00 to 401+00

6" Bed course

Varies sidewalk

Concrete

2'-0"

Var ies

Concrete sidewalk 6" Bed course

6" Bed course

Varies

2'-0"

Va rie s se ir aV

LC

Shoulder ShoulderTraveled way Traveled way pivot point

Profile grade and

See H_Sheets

12" depth, (6" face).

Stone curb, type 1, 4" Bed course

399+65.51 to 401+00, LT

397+09.59 to 397+35.51, LT

Concrete

4" Bed course

2'-0"

Parking

2% Slope

5'-0"

4'-0"7'-6" to 11'7'-6" to 11'4'-0"

5'-0"13'-0"

(12" face). See H_Sheets

18" depth, Stone curb, type 1, 6" Bed course

397+35.51 to 399+65.51, RT

See H_Sheets

12" depth, (6" face).

Stone curb, type 1, 4" Bed course

5'-0" (min.)

(6" face). See H_Sheets

12" depth, Stone curb, type 1, 2'-0" to 14'-0"

Shoulder

399+65.51 to 401+00, LT

396+69.03 to 397+35.51, LT

Concrete

4" Bed course

2'-0"

Parking

2% Slope

5'-0" 13'-0"

397+35.51 to 399+65.51, LT

See H_Sheets

12" depth, (6" face).

Stone curb, type 1, (12" face). See H_Sheets

18" depth, Stone curb, type 1, Varies

Var ies

(6" face) See H_Sheets

12" depth, Stone curb, type 1, SHEET 1 of 9

ARY

NOT FOR C

ONSTRUCTIO

N

NOTE:

FOOTNOTE:

1.

See Section E for Park Street Parking Lot plans and quantities.

PARK STREET HAIRPIN TURN

401+00 to 403+00

2% Slope

YELLOWSTONE ASSOCIATION

PARK STREET AT

403+00 to 406+10

Va rie s

6'-0"

Slope (2% max.)

Shoulder

2'-0"

Traveled way

12'-0"

Traveled way

12'-0"

Shoulder or Head-in Parking

Varies 2'-0" to 33'-0"

Concrete sidewalk

Concrete sidewalk

Concrete sidewalk

See Sheet X.X for Snowpole locations.

asphalt and gravel.

area grading plan. 1% minimum for concrete, 2% minimum for

Parking pavement and sidewalk slopes will be controlled by the

4" Aggregate base, grading D

4" Aggregate base, grading D

Varies

6" Bed course 6" Bed course

6" Bed course

6" Bed course

6" Bed course

0utstanding detail

4' Pedestrian fence, See H_Sheets

12" depth, (6" face).

Stone curb, type 1, outstanding detail

4' Pedestrian fence, See H_Sheets

12" depth, (6" face).

Stone curb, type 1, See H_Sheets

12" depth, (6" face).

Stone curb, type 1, 4" Bed course

4" Bed course

4" Bed course

4" Bed course

See H_Sheets

12" depth, (6" face).

Stone curb, type 1, See H_Sheets

12" depth, (6" face).

Stone curb, type 1, See H_Sheets

12" depth, (6" face).

Stone curb, type 1, 5'-0"

1:3

Varies

Varies

Varies

Varies

2'-0"

2'-0"

2'-0"

2'-0"

3'-0"

Varies

1:20

6" Bed course (6" face). See H_Sheets

12" depth, Stone curb, type 1, 6" Bed course

Concrete sidewalk

0.3 to < 3 million ESAL maximum size aggregate, " nominal4 3" or 2

6" Superpave pavement,

0.3 to < 3 million ESAL maximum size aggregate, " nominal4 3" or 2

6" Superpave pavement, 4" Recycled aggregate base

4" Recycled aggregate base

C.3

STATE PROJECT

u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a c c .d

J o h n s

M c

Q u is to n B

K u n ih is a

C h e c k e d b y

D e s ig n e d b y

7'-4" to 9'-0"

Shldr. Shldr.

(min.)

2'-0"

Traveled way

11'-10" to 20'-3"

Traveled way

12'-0"

(min.)

2'-0" 3'-0"

02:1

See F-Sheets for

Roadside Features

402+14.76 to 403+00

LC

Profile grade and pivot point

Varies 2% to 5%

Profile grade and pivot point

LC

See F Sheets for Roadside features or match existing vertical wall or stair

Concrete sidewalk

Varies

6" Bed course

See H_Sheets

12" depth, (6" face).

Stone curb, type 1, 4" Bed course

Varies

See F Sheets for Roadside features or match existing vertical wall or stair

2'-0"

2% Slope topsoil, 6-inch depth

Furnish and place

Varies

403+78.84 to 404+39.06, LT

SHEET 2 of 9

ARY

NOT FOR C

ONSTRUCTIO

N

NO SCALE

FOOTNOTE:

PARK STREET PARKING LOT

406+10 to 410+00

M a tc h li n e

Concrete sidewalk

PARK STREET ROADWAY

406+10 to 410+06

2% Slope

M a tc h li n e

5'-0"

1:20

Varies

Concrete sidewalk

SHEET 3 of 9

TYPICAL SECTIONS

3'-0"

Concrete sidewalk of building

Existing face

Remove existing

Concrete sidewalk sidewalk

2 2

4" Aggregate base, grading D

3" Crushed base course

3" Crushed base course

3" Crushed base course

3" Crushed base course

Width varies

4" Bedding

4" Bedding 4" Bedding

4" Bedding

12" depth (sloping). See H_Sheets

Construct curb and gutter, concrete, 12" depth (sloping). See H_Sheets

Construct curb and gutter, concrete, outstanding detail

4' Pedestrian fence, Varies

Varies

12" depth (sloping). See H_Sheets

Construct curb and gutter, concrete, 12" depth (sloping). See H_Sheets

Construct curb and gutter, concrete, Varies

Varies

Varies maximum size aggregate, 0.3 to < 3 million ESAL

" nominal4 3" or 2

16" Superpave pavement, 4" Recycled aggregate base

4" Recycled aggregate base maximum size aggregate, 0.3 to < 3 million ESAL

" nominal4 3" or 2

16" Superpave pavement, 3'-0"

C.4

STATE PROJECT

u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a c d .d

J o h n s

M c

Q u is to n B

K u n ih is a

C h e c k e d b y

D e s ig n e d b y : 20'-0"

Head-in parking

10'-0"

14'-0"

3'-0" 20'-0"

3'-0"

Two-way travelway pivot point Profile grade and

4" Bed course

4" Bed course sidewalk

Concrete

Concrete sidewalk

6" Bed course joint material expansion

Install joint material expansion

Install

6" Bed course

501+73.04 to 502+13.04 503+98.04 to 504+38.04

501+06.96 to 501+61.96 503+03.04 to 503+58.04

500+26.96 to 500+66.96 502+52.04 to 502+42.04

Varies

4" Bed course

4" Bed course sidewalk

Concrete

Concrete sidewalk topsoil, 6-inch depth

Furnish and place joint material expansion

Install seatwall (20-inch)

24" Stone masonry seatwall (20-inch)

24" Stone masonry Embankment material

502+23.04 to 502+42.04

M a tc h li n e

3'-0"

4" Pedestrian fence

6" Placed riprap, class 1

502+53.12 to 503+12.12

501+83.12 to 502+42.12

501+13.12 to 501+72.12

500+43.12 to 501+02.12

LC

pivot point

Profile grade and

3'-0"

Parallel parking

14'-0"

Traveled way

12'-0"

Traveled way

12'-0"

Shldr.2

3'-0"

Shldr.

Where shown in plans.

Curve widening is applied to the shoulder.

area grading plan.

Parking pavement and sidewalk slopes will be controlled by the

M a tc h li n e

Concrete sidewalk

4" Bedding varies

Width varies

Width varies

Width

409+82.32 to 410+06.08, LT

409+28.35 to 409+45.92, LT

409+09.99 to 409+20.58, LT

Furnish and place topsoil, 6" depth

12" depth (6" face). See H_Sheets

Stone curb, type 1, (6" face). See H_Sheets

12" depth

Stone curb, type 1, Furnish and place topsoil, 6-inch depth

4" Aggregate base, grading D

Placed basalt riprap, 6" depth with geosynthetic

12" depth (sloping). See H_Sheets

Construct curb and gutter, concrete, 3" Crushed base course

3" Crushed base course

3" Crushed base course

3" Crushed base course

Construct curb and gutter, concrete, 12" depth (sloping). See H Sheets

Construct curb and gutter, concrete, 12" depth (sloping). See H Sheets

Construct curb and gutter, concrete, 12" depth (sloping). See H Sheets

ARY

NOT FOR C

ONSTRUCTIO

N

NO SCALE

FOOTNOTE:

HWY 89 ROADWAY

PARK STREET TO

Concrete sidewalk Concrete sidewalk

Varies

Varies

M a tc h li n e

M a tc h li n e proposed concrete sidewalk

Match grade with

SHEET 4 of 9

TYPICAL SECTIONS

Slope (4% max.)

proposed concrete sidewalk

Match grade with

4" Aggregate base, grading D

3" Crushed base course

3" Crushed base course

4" Bedding

4" Bedding

12" depth (sloping). See H_Sheets

Construct curb and gutter, concrete, 12" depth (sloping). See H_Sheets

Construct curb and gutter, concrete, Varies

Varies

R .O .W maximum size aggregate, 0.3 to < 3 million ESAL

" nominal4 3", or 2

1", 8 36" Superpave pavement, R .O .W

4" Recycled aggregate base

C.5

STATE PROJECT

u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a c e .d

J o h n s

M c

Q u is to n B

K u n ih is a

C h e c k e d b y

D e s ig n e d b y

" nominal maximum size aggregate.8 3utilize Superpave pavement, Curve widening is applied to the shoulder.

area grading plan.

Parking pavement and sidewalk slopes will be controlled by the

Shldr.Shldr.2 to 3'-0"

4'-0"

16'-0" to 19'-6"

Traveled way

17'-0"

Traveled way

4'-0" and pivot point

Profile grade

410+06 to 411+76

LC

M a tc h li n e varies

Width varies

Width varies

Width

Placed basalt riprap, 6" depth with geosynthetic

Furnish and place topsoil, 6" depth

Concrete sidewalk

4" Bedding

12" depth (sloping). See H Sheets

Construct curb and gutter, concrete, 3" Crushed base course

410+99.93 to 411+68.25, LT

410+06.08 to 410+29.33, LT

4" Bedding

12" depth (sloping). See H Sheets

Construct curb and gutter, concrete, 3" Crushed base course

410+85.43 to 410+99.93, LT

410+29.33 to 410+47.02, LT

12" depth (sloping). See H Sheets

Construct curb and gutter, concrete, 3" Crushed base course topsoil, 6" depth

Furnish and place

6" depth with geosynthetic

Placed basalt riprap, 4" Bedding sidewalk, concrete

Construct thickened sidewalk, concrete

Construct thickened

Concrete sidewalk

410+47.02 to 410+85.43, LT

Width Width varies varies varies

Width varies

Width varies

Width

Furnish and place topsoil, 6" depth

Concrete sidewalk

4" Bedding3" Crushed base course

(sloping). See H Sheets concrete, 12" depth

Construct curb and gutter, 411+49.55 to 411+70.14, RT varies

Width varies

Width

E n tr y S ig n L a y o u t

S e e F S h e e ts f o r

7'-0"

Concrete sidewalk

4" Bed course

6" Bed course

(6" face). See H-Sheets

Stone curb, type 1, 12" depth

410+06.08 to 411+13.74, RT

ARY

NOT FOR C

ONSTRUCTIO

N

NO SCALE

FOOTNOTE:

Concrete sidewalk

Concrete sidewalk

Slope varies

Slope varies

Varies

Varies

M a tc h li n e

M a tc h li n e

SHEET 5 of 9

TYPICAL SECTIONS

Varies (4% max.)

4" Cold recycled asphalt base course

4" Aggregate base grading D

3" Crushed base course

3" Crushed base course

4" Bedding

4" Bedding

411+76 to 412+45

412+45 to 415+85

OVERLAY SECTION

HWY 89 (2nd St)

Varies

Slope varies Slope varies

Varies

M a tc h li n e

M a tc h li n e joint material

Install expansion

4" Bedding

Concrete sidewalk

3" Crushed base course

NOTE:

RECONSTRUCTION AREA

HWY 89 ROADWAY

PARK STREET TO

asphalt pavement, 2" depth

Mill and remove existing

Prelevel

Prelevel joint material

Install expansion

4" Bedding

Concrete sidewalk

3" Crushed base course See H_Sheets concrete, 11" depth.

Construct curb and gutter, maximum size aggregate, 0.3 to <3 million ESAL

" nominal8 32" Superpave pavement, 1.

joint material

Install expansion joint material

Install expansion

C.6

STATE PROJECT

u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a c f.

d

J o h n s

M c

Q u is to n B

K u n ih is a

C h e c k e d b y

D e s ig n e d b y

Place with overlay to eliminate a transverse joint at 412+45.

Includes 15 tons for prelevel.

Curve widening is applied to the shoulder.

area grading plan.

Parking pavement and sidewalk slopes will be controlled by the

Shoulder or Parallel Parking

12'-0"

Traveled way

11'-0"

Traveled way

11'-0"

Shoulder or Parallel Parking

Varies 7'-3" to 13'-0"

See Note 2

See Note 2

See Note 2

See Note 2 concrete sidewalk or match back of existing sidewalk.

Construct proposed concrete sidewalk up to existing raised

" nominal maximum size aggregate.8 existing asphalt pavement and replace with 2" Superpave

Hwy 89 roadway 412+45 to 415+85 (End of Project ), mill 2"

2.

Shoulder

12'-0"

Traveled way

11'-0"

Traveled way

11'-0"

Shoulder

3'-0" to 7'-3"

Place in two (2) 2" lifts maximum size aggregate, 0.3 to <3 million ESAL.

" nominal4 3", or 2

14" Superpave pavement, concrete, 11" depth. See H_Sheets

Construct curb and gutter, concrete, 11" depth. See H_Sheets

Construct curb and gutter, concrete, 11" depth. See H_Sheets

Construct curb and gutter,

0.3 to <3 million ESAL maximum size aggregate, " nominal8 32" Superpave pavement, LC

ARY

NOT FOR C

ONSTRUCTIO

N

NO SCALE

4" Cold recycled asphalt base course

4" Aggregate base grading D

598+50 to 604+93

Place in three (3) 2" lifts.

maximum size aggregate, 0.3 to <3 million ESAL.

" nominal4 3", or 2

16" Superpave pavement, C.7

STATE PROJECT

u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a c g .d

J o h n s

M c

Q u is to n B

K u n ih is a

C h e c k e d b y

D e s ig n e d b y

ROBERT REAMER CONNECTION

SHEET 6 of 9

TYPICAL SECTIONS

2% Slope

2'-0" ditch

Rock-filled

4'-0"

Shoulder

3'-0"

Traveled way

11'-0" to 16'-3"

Traveled way

11'-0" to 16'-10"

Shoulder

3'-0"

2% Slope

4:1 seiraV sei ra

V excavated material

Suitable

4' Pedestrian fence, (where shown in the plans)

M a tc h li n e

S e e D it c h p r o fi le

LC

pivot point

Profile grade and

3'-0" 5'-0"

Shoulder

3'-0"

02:1

4" Pedestrian fence

Concrete sidewalk

4" Bedding

3" Crushed base course

601+38.65 to 601+60.34, LT 12" depth (sloping). See H Sheets

Construct curb and gutter, concrete, 3" Crushed base course

Shoulder

4'-9" to

2'-6"

See F_Sheets for Traffic Island detailsVaries

Station 602+88.02

Cross section of

M a tc h li n e

(sloping). See H Sheets gutter, concrete, 12" depth

Construct curb and

601+60.34 to 602+83.02, LT

(6" face). See H_Sheets

12" depth

Stone curb, type 1, 2% Slope

2% Slope

2% Slope

2% Slope

02:1

02:1

4" Pedestrian fence

4" Pedestrian fence

3'-0' 5'-0" and Parking Lot details

See F_Sheets for Traffic Island

Shldr.

6'-0" to

4'-3"

(sloping). See H Sheets gutter, concrete, 12" depth

Construct curb and

3" Crushed base course

4" Bedding

Concrete sidewalk

M a tc h li n e

S e e D it c h P r o fi le o r E n tr y S ig n P la z a D e ta il s

4" Bedding

Concrete sidewalk

6" Crushed base course

602+83.02 to 603+87.63, LT

603+87.63 to 604+93.00, LT

3'-0" 5'-0"

See F_Sheets for Parking Lot details

Shldr.

9'-10" to

6'-0"

9'-0"

4'-0" to8'-0"3'-0" plans Where shown in varies Slope

20'-0"

Shoulder

10'-0"

5'-0" to 20'-0"

2% Slope sidewalk Concretesidewalk

Concrete 4" Bedding

4" Bedding

3" Crushed base course

6" Bed course

6" Bed course

6-inch depth place topsoil, Furnish and

12" depth (6" face). See H Sheets

Stone curb, type 1, 12" depth (sloping). See H Sheets

Construct curb and gutter, face of building

Existing

603+34.41 to 604+37.41, RT

602+80.64 to 603+11.24, RT

2% Slope

2% Slope Varies

Driveway approach

31'-0"

Shoulder

10'-0" Pedestrian crossing

5'-3" to 7'-0" at driveway

8'-0"

Concrete driveway approach

?? Crushed base course

3" Crushed base course

12" depth (sloping). See H Sheets

Construct curb and gutter, 604+37.41 to 604+84.26, RT

603+11.24 to 603+34.41, RT

602+72.31 to 602+80.64, RT

Varies 16'-6" (min.)

Shoulder

7'-0" (min.)Varies

6-inch depth where specified in place

Sidewalk or furnish and place topsoil.

Concrete sidewalk

4" Bedding 3" Crushed base course

12" depth (sloping). See H Sheets

Construct curb and gutter, 604+84.26 to 604+93.00, RT

ARY

NOT FOR C

ONSTRUCTIO

N

NOTE:

FOOTNOTE:

1.

See Sheet X.X for Typical Section Quantities.

50+40 to 55+77

Varie s Varies

5'-0"

Var ies

Varies

Head-in Parking

Varies 3'-0" to 22'-6"

Traveled way

11'-0"

Traveled way

11'-0"

Head-in Parking

Varies 1'-0" to 46'-0"

Concrete sidewalk

Shldr

3'-0"

Traveled way

11'-0"

Traveled way

11'-0"

Shldr

3'-0"

4" Aggregate base, grading D

4" Aggregate base, grading D

3" Crushed base course

3" Crushed base course

2% Slope

1 1

13+20 to 14+88

Construct per Staking Notes.

4" Bedding4" Bedding

0.3 to < 3 million ESAL maximum size aggregate, " nominal4 3" or 2

6" Superpave pavement, Varies

4" Recycled aggregate base

2'-0" 2'-0"

Concrete

Varies Varies

4" Recycled aggregate base

C.8

STATE PROJECT

u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a c h .d

J o h n s

M c

Q u is to n B

K u n ih is a

C h e c k e d b y

D e s ig n e d b y

SHEET 7 of 9

TYPICAL SECTIONS

EAST - WEST

MAIN STREET

NORTH - SOUTH

MAIN STREET

LC

LC

pivot point Profile grade and pivot point Profile grade and

5'-0"5'-0"

3" Crushed base course 3" Crushed base course

12" depth (sloping). See H Sheets

Construct curb and gutter, concrete, See H Sheets concrete, 12" depth (sloping).

Construct curb and gutter, 2% slope

12" depth (sloping). See H_Sheets

Construct curb and gutter, concrete, 12" depth (sloping). See H_Sheets

Construct curb and gutter, concrete, 5'-0"

2% slope

0.3 to < 3 million ESAL maximum size aggregate, " nominal4 3" or 2

6" Superpave pavement, Concrete sidewalk

4" Bedding

4" Bedding

Concrete sidewalk excavated material

Suitable Vari es

(min.)

1'-0"

Shldr.

4'-0"

2:1

1:1

55+46.23 to 55+77.00, LT 53+46.61 to 55+77.00, RT

ARY

NOT FOR C

ONSTRUCTIO

N

2% Slope

Var ies

Concrete sidewalk

YELLOWSTONE TRAIL ROAD

Shldr

2'-0"

Traveled way

11'-0"

Traveled way

11'-0"

Shldr

2'-0"

TYPICAL SECTIONS

masonry wall

Existing stone

2% Slope

Existing ground Existing ground

2% Slope

Var ies

Va rie s

300+50 to 302+20

BYPASS ROAD

Width varies

Shoulder

4" Aggregate base, grading D

6" Bed course

6" Bed course

4" Bedding

See H_Sheets

12" depth, (6" face).

Stone curb, type 1, 6" Bed course

Outstanding detail

4' Pedestrian fence, 1:20

3'-0" 5'-0"

(6" face). See H_Sheets

12" depth, Stone curb, type 1, 4" Recycled aggregate base

2'-0" maximum size aggregate, 0.3 to < 3 million ESAL

" nominal4 3" or 2

16" Superpave pavement, 2'-0"

Varies

4" Aggregate base, grading D

4" Recycled aggregate base maximum size aggregate, 0.3 to < 3 million ESAL

" nominal4 3" or 2

16" Superpave pavement, SHEET 8 of 9 edging. See H_Sheets

Stone masonry, C.9

STATE PROJECT

u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a c i.

d

J o h n s

M c

Q u is to n B

K u n ih is a

C h e c k e d b y

D e s ig n e d b y

Varies

LC

LC

4'-0"11'-0"11'-0"4'-0" pivot point

Profile grade and pivot point Profile grade and

198+32.89 to 201+74 (Ditch RT)

Concrete sidewalk

4" Bedding

12" depth (sloping). See H Sheets

Construct curb and gutter, concrete, 3" Crushed base course

Var ies

Shoulder

2'-0"5'-0" (min.)

200+01.45 to 202+14.46, LT

Var ies

5'-0" (min.) 2'-0"

Shldr.

Concrete sidewalk

4" Bedding

6" Bed course

(6" face). See H Sheets

12" depth, Stone curb, type 1, 202+14.46 to 202+73.28, LT

Var ies

2'-0"

Shldr.

198+32.89 to 200+01.45, LT

3:1

2:1

3'-0"18'-0"

0' to of parking

Shoulder

See H Sheets

12" depth (6" face).

Stone curb, type 1, 6" Bed course

Placed riprap, class ??

198+32.89 to 201+75.91, RT

ARY

NOT FOR C

ONSTRUCTIO

N

2% Slope

TYPICAL SECTIONS

Existing ground

4" Aggregate base, grading D

4" Recycled aggregate base maximum size aggregate, 0.3 to < 3 million ESAL

" nominal4 3" or 2

16" Superpave pavement, Concrete sidewalk

4" Bedding

Varies

6" Bed course

SHEET 9 of 9

C.10

STATE PROJECT

u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a c j.

d

J o h n s

M c

Q u is to n B

K u n ih is a

C h e c k e d b y

D e s ig n e d b y

3RD STREET

30+35 to 31+29

EAST PARK STREET

100+20 to 100+83

Concrete sidewalk

4" Bedding

12" depth (sloping). See H_Sheets

Construct curb and gutter, concrete, 3" Crushed base course

Varies

4' Pedestrian fence

3'-0"5'-3"13'-0"11'-0"19'-3" to 31'-6" to

2'-0"

Shldr.Traveled wayTraveled way pivot point Profile grade and

12" depth (sloping). See H Sheets

Construct curb and gutter, concrete, 3" Crushed base course

02:1

(6" face). See H_Sheets

12" depth, Stone curb, type 1, Concrete sidewalk

3" Crushed base course

4" Bedding

Varies

12" depth (sloping). See H_Sheets

Construct curb and gutter, concrete, S e e F S h e e ts

P a r k S tr e e t

L o ts

M a tc h li n e

Varies Varies

Shldr.

2'-0"

Traveled way

11'-0"

Traveled way

11'-0"

Shldr.

2'-0"

S e e F S h e e ts

M a tc h li e

0.3 to < 3 million ESAL maximum size aggregate, " nominal4 3" or 2

6" Superpave pavement, 4" Recycled aggregate base

4" Aggregate base, grading D

Varies Varies pivot point

Profile grade and

S e e F S h e e ts

M a tc h li n e

Shldr.

2'-0" 12" depth, (6" face). See H Sheets

Stone curb, type 1, 6" Bed course

30+61.18 to 31+14.11, LT

30+96.33 to 31+15.37, RT

30+35.00 to 30+41.46, RT

Varies

6" depth with geosynthetic

Placed basalt riprap, 12" depth (sloping). See H Sheets

Construct curb and gutter, concrete, 3" Crushed base course

Shldr.

2'-0"

Varies

P a r k in g L o t

P a r k S tr e e k a n d

R o a d w a y a r k S tr e e t

M a in li n e

3" Crushed base course

9'-0"

100+20.00 to 100+36.83, LT

6" depth with geosynthetic

Placed basalt riprap, 12" depth (sloping). See H Sheets

Construct curb and gutter, concrete, Shoulder or Head-in parking

2'-6" to 32'-10"

ARY

NOT FOR C

ONSTRUCTIO

N

P O

T

.0

P O

T

.1

P O

T

.9

C ur ve P

S W

D R .0 0'

T= 1.

L= 2.

P C

.4

P T

.1

P O

T

.0

IR

W

V

V

B

JH

JH

Fo un d 1" I ro n R od w fla gg in g (b ur ie d 3" d ow n)

M A

T C

H L I N

E

S T

A

394+00.00

Line to be constructed

Non-contributing area boundary

Yellowstone North Entrance Road

(PSW03)

B y p a s s R d

(B Y P

BEGIN PROJECT

NORTH ENTRANCE

DEMOLITION PLAN

D.3

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d m t-a fg .d

C h e c k e d b y

D e s ig n e d b y

M A

TC

H

LI

N E S

TA

2+

ARY

NOT FOR C

ONSTRUCTIO

N

P T

.4

P O

T

.6

P O

C

.1

POT 3

0+73.

93=

P C

.8

P C

C

.5

P T

.5

P C

.4

9 4

P T

.1

POT 5

00+

00.

POT 7

+00 .00

AC

WV

IR

IR

AC

IR

WV

WV

AC

BM

BMACAC

G ss

C

C

T

W

SO

W

SO

W

S O

AC

JH 1001

JH 1002

JH 1028

JH 1029

ARCH HAIRPIN/PARK STREET

DEMOLITION PLAN

D.4

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d m t-a fh .d

C h e c k e d b y

D e s ig n e d b y x= x

4 .

A T

S E

N I

L H

C T

A M

02+13 .ATS ENILHCTAM

M A

T C

H L

IN

E S

T A . 2

M A T C

H L

IN

E

S T A

W. PARK ST.

S

R D S

T

North Boundary Yellowstone National Park

YELLO

W

S

TO

N E N

O R

TH

EN

TR

A N C E R

D

(PSW03)

(YST01

DAOR LIART ENOTSWOLLEY

Roosevelt Arch

Non-contributing area boundary

Remove curb and gutter, conc.

404+00 to 405+35, LT constructed

Line to be

Removal of sidewalk, concrete

404+01 to 405+34

Removal of monument

403+87

Removal of wall (concrete)

403+78 to 404+04

Removal of sidewalk, concrete

403+61 to 403+65

See G Sheets for quantity

Removal of wall (concrete).

403+48 to 403+50 of sidewalk, concrete

Removal

402+95 to 403+58 concrete

Removal of curb and gutter, 402+95 to 403+50

Remove boulder

403+26

Remove light pole

402+47

Removal of bollard

402+16

Removal of bollard

402+08

Removal of bollard

401+99

Removal of bollard

401+91

See H-Sheets for quantities

Removal of inlet and pipe, See H-Sheets for quantities

Remove headwall, N

(PS

03)

ARY

NOT FOR C

ONSTRUCTIO

N

POT 30

+73.9

3=

P O

T

.9

P C

.4

9 4

P T

.1

P C

.6

PT 411+50.99

POT 50

0+00.0

P O

C

AC

IR

WVWV

EM

WVWV

AC

G

W

SO

W

SO

W

SOW

SOW

SO

W

SOW

SOW

SO

W

SO

W

SO

W

SO

W

SO

8"DIA

4"DIA

GAS PUMP GAS PUMP

8"DIA

4"DIA

8"DIA

4"DIA 4"DIA 4"DIA 4"DIA 4"DIA 4"DIA 4"DIA 4"DIA

8"DIA

8" 8"

8" 8" 8" 8" 8" 8" 8" 8" c m p

ABANDONED

PHONE BOOTH

C

C

C C

C

C

CCCC

C

CC

B

FP FP

IR

67106710

(W PARK LOT 2)

(PSW03)

(BYP01)

PARK STREET

DEMOLITION PLAN

D.5

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d m t-a fi .d

C h e c k e d b y

D e s ig n e d b y

W. PARK ST.

N

Road connection

Robert Reamer

Lot. See Sheet E.5

W. Park St. Parking

Y W

H

MATCHLINE STA. 411+82

MATCHLINE STA. 302+20

MATCHLINE STA. 31+30

S

N D S

T

R D

S

R D S

T

(PSC03)

Non-contributing area north boundary

Non-contributing area south boundary

See H-Sheets for quantities

Remove existing inlet, See H-Sheets for quantities

Remove existing pipe, trash receptacle

Remove existing

405+59

500+32 to 504+50. LT Remove Wheelstops (log)

Remove sidewalk, concrete

500+25 to 504+57, LT

3RD ST / 30+00.00

406+11.74 =

PARK ST -

(including recycle receptacle)

Removal of trash receptacle

408+00 Remove boulders (4 total)

410+91 to 411+18

Removal of fence (log rail)

411+03

Remove boulder

410+72(including recycle receptacle)

Removal of trash receptacle, 410+11

M A

T C

H L I

E

S

T A

POT 504+78.84=POC 411+26.47

ARY

NOT FOR C

ONSTRUCTIO

N23

24A C

K

K

G G G

PC 409+93.63

P T

.9

P I 4

.8

P I 2

.6

8PO

T

4+ .8 7=

PO

C

.4

PI

4+ .8

PI

.6

HIGHWAY 89/2ND STREET

DEMOLITION PLAN

D.6

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d m t-a fj .d

C h e c k e d b y

D e s ig n e d b y

S. 2ND ST. (HWY 89)

W

M A I N S

T

E

M A I N S

T

(PSW03)

M

A I N

E

W

M

A I N

E

W

END PROJECT

MDT 870+98.68

415+84.29 =

N

See H-Sheets for quantities inlets and pipes, Remove existing

Removal of light pole

413+71, RT

Removal of light pole

414+89, RT

concrete

Remove curb and gutter, 411+76 to 413+84, LT

Remove sidewalk, concrete

412+64 to 413+78, LT concrete

Remove curb and gutter, 414+51 to 415+81, LT

Remove curb and gutter, concrete

414+44 to 415+63, RT

Remove sidewalk, concrete

414+51 to 415+63, RT

Remove sidewalk, concrete

414+51 to 415+58, LT road connection

Robert Reamer

Removal of sign

411+70

Remove sidewalk, concrete, 411+76 to 413+77, RT

Remove curb and gutter, concrete

411+76 to 413+77, RT and begin mill and overlay roadway reconstruction

Approximate end of

412+45

Removal of light pole

412+58, RT

reconstruction

Begin MDT

411+76

MATCHLINE 24+35

MATCHLINE 22+57

ARY

NOT FOR C

ONSTRUCTIO

N

P K

T

AC

IPACACAC

WV

G

T

WV

T

TUPTEM

WV

WV

WV

WVWV

EM

IR

b p

N B

P

P

W

SO

W

SOW

SO

W

SO

W

SO W

SO

W

SO

W

SO

W

SO

W

SOW

SO

W

SO

FP FP

FPFP

P C .0

P R

C

.5

PT 601+63.07

PC 602+04.48

P T

.0

P O

T

.9

P C

.6

PT 411+50.99

P O

C

P O

T

.0

P C

.3

P T

.6

N

W. PARK ST.

S S

T S

T

E. PARK ST.

Non-contributing area boundary

H W

Y

S

N D S

T

ROBERT REAMER CONNECTION

(PSC03)

P O

B

Remove sidewalk, concrete

604+95 to 602+36, RT

(EPS02)

SEE PARK 2013(1)B

MATCHLINE STA. 10+83,

Remove fence

601+80 to 602+23, RT

Remove gate

601+78, RT

Remove fence

601+48 to 601+76, RT

.E

VA

RE

M

A E

R T

R E

B O

R

(PSW03)

Remove fence

400+32 to 411+18, LT

603+42 to 604+36, RT

Remove Wheelstops

Remove fence

601+53 to 605+36, LT

Remove boulder

603+99

Removal of bollard

601+32

Removal of bollards, (3 total)

600+28 to 600+31

ROBERT REAMER CONNECTION

DEMOLITION PLAN

See Sheet E.4

W. Park St. parking lot.

Remove boulder

601+64

Remove boulder

605+XX, LT

Remove fence

(X total)

Remove boulders

Remove boulder

601+84, LT

North Boundary Yellowstone National Park

D.7

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d m t-a fk .d

C h e c k e d b y

D e s ig n e d b y

S e e Y e llo w st o n e N o rt h E n tr a n ce

M A T C H

LI

N E

POT 1

0+05.

50=

POT 1

01+

06.

ARY

NOT FOR C

ONSTRUCTIO

N

P C

.0

P R

C

.5

P C

C

.3

PT 201+56.02

PC 202+21.51

P C

C

.3

P T

.4

P O

T

.6

P O

C

.1

WV

WV

WV

WV

WV

WV

WV

WF EM

WV

UP

G

G

P

C

T

T

W

S O

ARCH PARK

AND

YELLOWSTONE ROAD

DEMOLITION PLAN

D.8

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d m t-a fl .d

C h e c k e d b y

D e s ig n e d b y

W. PARK ST.

DAOR LIART ENOTSWOLLEY

kraP lanoitaN enotswolleYyradnuoB htroN

N

M A T C

H L

IN

E S

T A . 5

M A

IN

S

T.

M A

IN

_N -5

= +102 TSY

MAIN

N-

50+ 00.

(PSW03)

(YST01) M

A

T C

H L

IN

E

ROAD (PSW03)

NORTH ENTRANCE

YELLOWSTONE

ARY

NOT FOR C

ONSTRUCTIO

N

PC

.0

P R C

.5

PCC 201+10.31

PT

1+ .02

PC 2

+21 .51

PCC 202+72.37

W V W

V W V W

V W

VW

V

W V

W F

EM

W V

U P

IP

IR

A C

A C

IR

G

G

N B

P

C

T

T

T

W S

O

WS

O

WS

O

W S

O

WS

O

WS

O

WS

O

W S

O

(MAIN

N-

S0 1)

D.9

STATE PROJECT

J u ly

U

S S u r ft m y fi le s p w p r o d u c ti o n d m t-a fm .d

C h e c k e d b y

D e s ig n e d b y

AND FOURTH STREET

MAIN STREET (N-S)

DEMOLITION PLANS

.TS NIAM .W

M A

T C

H L I N

E S

T A . 5

(M

AIN

E-W

01)

M

AIN

S

T.

(concrete landing)

Remove sidewalk, concrete

50+97 to 51+01, LT

(concrete landing)

Remove sidewalk, concrete

51+52 to 51+58, LT

Remove light pole

52+45, RT

(log rail)

Removal of fence, 50+35 o 51+30 concrete

Removal of sidewalk, 51+25 to 51+26 concrete

Removal of sidewalk, 51+26 to 51+29

Remove sidewalk, concrete

51+31 to 51+34 concrete

Remove sidewalk, 51+35 to 51+37 concrete

Remove sidewalk, 51+69 to 52+00

(log rail)

Removal of fence, 51+39 to 51+70

(concrete road patch)

Remove sidewalk, concrete

51+50 to 52+39, RT

H-Sheets for quantities and pipe, See

Remove existing inlet

H-Sheets for quantities existing pipe. See

Plug and abandon

(including recycling receptacle)

Removal of trash receptacle

51+25

(including recycling receptacle)

Removal of trash receptacle

51+27

(including recycling receptacle)

Removal of trash receptacle

51+32

(including recycling receptacle)

Removal of trash receptacle

51+37

14+90

END PROJECT

Remove light pole

14+78, RT

(concrete utility road patch)

Remove sidewalk, concrete

14+80 to 14+84, RT

N fence, (log base)

Removal of

51+76 to 52+72 concrete, 11-inch depth

Construct curb & gutter, 49+90 to 52+97, RT