Plans_2_of_3_MT_PARK_2013(1).pdf

PRELIM

IN

ARY

NOT FOR C

ONSTRUCTIO

N 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

(CONFPARK)

CONFLUENCE PARK

(W_PARK_LOT_02)

PARK ST. PARKING LOT

WALL (AMPWALL01)

RETAINING

ARCH PARK

(ARCHSIDEWALK)

ARCH SIDEWALK

CONNECTION (PSC03)

ROBERT REAMER

ENTRY SIGN

BYPASS ROAD (BYP01)

DRAINAGE A (DRAIN01)

OUTFALL

(3RD01)

3rd St

(1ST01)

1st St

(EPS02)

E. PARK ST.

(RAT01)

RIVER ACCESS TRAIL

Water Street (WATER)

Stone Street (STONE01)

Main Street (MAIN_E-W01)

(PSW03)

HWY 89 (2ND ST)

Park Street (PSW01)

YN

P N orth Entrance R oad (PS

W 03)

)10TSY( daoR liarT

SY

SHEET INDEX

AND

ALIGNMENT

DRAINAGE B (DRAIN02)

OUTFALL

(MAIN N-S01)

MAIN St (N-S)

NORTH BOUNDARY

NATIONAL PARK

YELLOWSTONE

Sheet D.8

Sheet D.9

S heet D

.7

Sheet D.10

Sheet D.11

Sheet D.12

S he et D .1

S h e e t

D .1

Sheet D.14

School

Gardiner n d S tr e e t)

H w y

E.4

STATE PROJECT

NUMBER

SHEET

MT

PARK 2013(1)

A

M

J u ly

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 fm .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

ARY

NOT FOR C

ONSTRUCTIO

N

P O

T

.0

P O

T

.1

JH

JH

S

TA

"P

S

1.

IN

S

TA

LL

B

EN

D

N

1.

E .6

N

394+00.00

BEGIN PROJECT

CUYD

EXC.

CUYD

EMB.

398+00399+00400+00

5300 5300

5305 5305

5310 5310

5315 5315

5320 5320

5325 5325

5330 5330

5335 5335

5340 5340

397+00 396+00 395+00 394+00

,3

.2

-4.8

300' VC

-1.1643%

E.5

STATE PROJECT

P

A u g u s t

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 fn .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

M A

T C

H L I N

E

S T

A

B y p a s s R d

ENTRANCE ROAD

YELLOWSTONE NORTH

M A

TC

H

LI

N E

0+

(B Y P

Profile grade

Existing ground

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

WV

WV

BM

G

W

SO

W

SO

JH 1001

JH 1002

JH 1028

JH 1029

PARK STREET

PARK STREET

NP BOUNDARY NP BOUNDARY

NP BOUNDARY

+2.0004%

,3

.7

,3

.1

-4.8417%

,3

.1

200' VC

70' VC

,3

.7

+8.0

5%

-0.5318%

100' VC

100' VC

CUYD

EXC.

CUYD

EMB.

402+00401+00400+00

5295 5295

5300 5300

5305 5305

5310 5310

5315 5315

5320 5320

5325 5325

403+00 404+00 405+00 406+00 407+00

D

R= 63.02'

T= 116.88'

L= 135.66'

D

R= 50.01'

T= 19.98'

L= 38.01'

Curve= PSW14

R= 100.00'

T= 21.64'

L= 42.62'

D

E.6

STATE PROJECT

A u g u s t

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 fo .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 existing 8" water

Abandoned in existing 8" water

Abandoned in place place existing 8" water

Abandoned in

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

(PSW03)

(YS

T01

DAOR LIART ENOTSWOLLEY

LC

LC

MATCHLINE STA. 302+20

EN

TR

A N C E R

D

. (PS

W 03)

YELLO

W

S

TO

N E N

O

TH

Existing ground

Profile grade

Roosevelt Arch

400+26 to 400+38

206+78.61

YELLOWSTONE TRAIL ROAD

PARK ST. 401+15.17=

Proposed elev. = 5313.143

Existing elev. = 5313.281

400+32 - Roosevelt Arch

3RD ST / BYPASS RD - 29+98

PARK ST - 406+ =

N

YELLOWSTONE ASSOCIATION

HAIRPIN THRU

W. PARK ST.

ROAD

ENTRANCE

NORTH

YELLOWSTONE

S T

A

M A

T C

H L I

ARY

NOT FOR C

ONSTRUCTIO

N

P O

T

.0

P O

T

.1

P O

T

.9

C u r v e P

S W

DR

.0

T

.6

L

.6

PC

5+ .4

PT 406+30.11

P O

T

.0

W V

W V

G W

S

O

W S

O

W

SO

S T

A

P

S

.3

IN

S

T A

L L

X

D U

C E

R

N

.1

E

.8

S T

A

P

S

.9

IN

S

T A

L L

V

L V

E

N

.0

E

.4

L F

I

S T

A

P

S

.7

IN

S

T A

L L

X

X

L V

E

N

.8

E

.2

2+00

S T

A

P

S

.2

T

A

S

.0

IN

S

T A

L L

X

X

E

N

.1

E

.7

S T

A

S

T

A

P

S

.2

IN

S

T A

L L

X

X

E

N

.1

E

.7

S T

A

S

.9

IN

S

T A

L L

L V

E

N

.1

E

.6

THIRD STREET SOUTHTHIRD STREET SOUTH

P A

R K S

T R

E E

T

P A

R K S

T R

E E

S T

A

P

S

.9

IN

S

T A

L L

L V

E

N

.2

E

.4

203 LF 8" DI

1" SVC

S T

A

P

S

.7

.7

'L

T

R E

P L

A C

X

IS

IR

H Y

D R

A N

T

M A

T C

X

IS

O U

E

V

N

.6

E

.1

C

B O

U N

D A

R Y

,3

.5

,3

.1

-2.0000%

70' VC

,3

.2

-5.0000%

+2.0000%

80' VC

,3

.4

Profile grade

Existing ground

Line to be constructed

CUYD

EXC.

CUYD

EMB.

301+00

5300 5300

5305 5305

5310 5310

5315 5315

5320 5320

5325 5325

5330 5330

5335 5335

5340 5340

E.7

STATE PROJECT

A u g u s t

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 fp .d

C h e c k e d b y

D e s ig n e d b y

302+00 300+00 303+00

M A

T C

H L I N

E S

T A . 3

M A

T C

H L I

A

ARY

NOT FOR C

ONSTRUCTIO

N

POT 30

+73.9

3=

POT 504+78.84=

P O

T

.9

P C

.4

9 4

P T

.1

P C

.6

PT 411+50.99

POC 411+26.47

POT 50

0+00.0

P O

C

WVWV

EM

WVWV

G

W

SO

W

SO

W

SOW

SOW

SO

W

SOW

SOW

SO

W

SO

W

SO

W

SO

W

SO

STOP

S T O P

PARK STREET

PARK STREET

PARK STREET

-0.5318%

,3

.9

100' VC

,3

.4

+0.7200%

80' VC

,3

.9

-0.7135%

70' VC

+2.2702%

,3

.2

140' VC

IR

67106710

D

R= 100.00'

T= 101.20'

L= 158.28'

(W PARK LOT 2)

(PSW03)

(BYP01)

CUYD

EXC.

CUYD

EMB.

406+00

5300 5300

5305 5305

5310 5310

5315 5315

5320 5320

5325 5325

5330 5330

E.8

STATE PROJECT

A u g u s t

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 fq .d

C h e c k e d b y

D e s ig n e d b y

407+00 409+00 411+00410+00 408+00 412+00405+00

Abandoned in place existing 8" water

W. PARK ST.

L= 69.53'

T= 36.23'

R= 100.00'

D

N

Y W

H

MATCHLINE STA. 411+76

MATCHLINE STA. 302+20

MATCHLINE STA. 31+30

S

N D S

T

3RD ST / BYPASS RD - 29+98

PARK ST - 406+ =

LC

R D

S

R D S

T

(PSC03)

LCLC

M A

T C

H L I N

E S

T A . 4

Profile grade

Existing ground

Connection - 605+38.96

ROBERT REAMER

PARK ST. - 411+ =

W. PARKING LOT 504+78.84

PARK ST. - 411+26.47=

PARKING LOT

W. PARK ST AND

M A

T C

H L I

A

ARY

NOT FOR C

ONSTRUCTIO

N

J H W

V W

V

E M

G G G

W S

O

W S

O

W S

O

W

SO

W S

O

W

SO

W

SO

W S

O

W

SO

F P

F P

F P

F P

,3

.2

140' VC

,3

.6

80' VC

-4.4456%

STOP

B O

U N

D A

R Y

P I 2

.6

CUYD

EXC.

CUYD

EMB.

412+00

5300 5300

5305 5305

5310 5310

5315 5315

5320 5320

5325 5325

5330 5330

413+00 414+00 415+00 416+00 411+00

PO

T

4+ .8 7=

PO

C

.4

PI

4+ .8

PI

.6

END PROJECT

MDT 870+98.68

415+84.29 =

(S. 2ND ST.)

HWY 89

road connection

Robert Reamer

Construct sidewalk, concrete

411+76 to 413+99, LT

Construct sidewalk, concrete

414+35 to 415+51, LT

Construct sidewalk, concrete

414+39 to 415+63, RT

Construct sidewalk, concrete

411+76 to 413+94, RT concrete, 11-inch depth

Construct curb and gutter, 411+76 to 413+77, LT concrete, 11-inch depth

Construct curb and gutter, 414+56 to 415+68, LT concrete, 11-inch depth

Construct curb and gutter, 411+76 to 413+77, RT concrete, 11-inch depth

Construct curb and gutter, 414+56 to 415+59, RT reconstruction and begin mill and overlay

412+45 Approximate end of roadway reconstruction

411+76 Begin MDT

(alley approach)

Construct sidewalk, concrete

412+66 to 412+88, RT

(driveway approach)

Construct sidewalk, concrete

411+76 to 412+44, RT

(driveway approach)

Construct sidewalk, concrete

415+41 to 415+63, RT

(alley approach)

Construct sidewalk, concrete

415+47 to 415+60, LT concrete (alley approach)

Construct sidewalk, 412+66 to 412+88, LT adjustment

Manhole

412+77, LT

concrete, 11-inch depth, (sloping)

Construct curb and gutter, 414+32 to 414+57, LT

Manhole adjustment

415+58, LT

(sloping) concrete, 11-inch depth

Construct curb and gutter, 413+77 to 414+00, RT

Adjust water valve

414+44, RT

water valve

Adjust

44+45, RT

11-inch depth (sloping)

Construct curb and gutter, concrete, 414+39 to 414+57, RT

END PROJECT

MDT 870+98.68

End of project 415+84.29 =

Profile grade

Existing ground reconstruction and begin mill and overlay

412+45 Approximate end of roadway

Begin MDT Reconstruction

411+76

N

(PSW03)

HWY 89 (S. 2ND ST.)

concrete, 11-inch depth (sloping)

Construct curb and gutter, 413+77 to 414+00, LT

M A

T C

H L I N

E S

T A

SEE PHASE II

MATCHLINE 23+56

SEE PHASE II

MATCHLINE 24+39

E.9

STATE PROJECT

A u g u s t

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 fr .d

C h e c k e d b y

D e s ig n e d b y

PC 409+93.63

P T

.9

P I 4

.8

ARY

NOT FOR C

ONSTRUCTIO

N

2550225502

13101 13101

2550125501

2400124001

25402

254022540225402

25402

ELECPLUGIN

T

WV

G

T

WV

T

TUPTEM

WV

WV

WV

WVWV

EM

24001 24001240012400124001

24001 24001

240012400124001 b p

N B

P

P

W

SOW

SO

W

SO

W

SO W

SO

W

SO

W

SO

W

SO

W

SOW

SO

W

SO

8"DIA

8"DIA

8"DIA

101 A

21 1953

8"DIA

8"DIA

8"DIA

4"DIA

4"DIA

4"DIA

8"DIA

4"DIA

GAS PUMP

GAS PUMP GAS PUMP

GAS PUMP

8"DIA

4"DIA

4"DIA 4"DIA

8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" p v c d i?

12" di

12" di

12" di d i

TELEPHONE

CONTROL

PANELS

PHONE BOOTH

C

C

C

CC

C

C

C C

C C

C

C C

C

B

B

B

B

FP FP

FPFP

STOP

STOP

S T O P

S T O P

PARK STREET

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

POT 1

0+05.

50=

POT 1

01+

06.

P O

T

.0

P C

.3

P T

.6

N

D

R= 100.00'

T= 101.20'

L= 158.28'

D

R= 90.00'

T= 48.46'

L= 88.90'

P O

B

,3

.3

-0.2711%

+0.7886%

,3

.1

,3

.5

60' VC

,3

.9

CUYD

EXC.

CUYD

EMB.

5310 5310

5315 5315

5320 5320

5325 5325

5330 5330

605+00 604+00 601+00602+00603+00

E.10

STATE PROJECT

A u g u s t

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 fs .d

C h e c k e d b y

D e s ig n e d b y existing 8" water

Abandoned in place

R= 200.00'

T= 86.27'

L= 162.90'

D

D

R= 30.00'

T= 8.92'

L= 17.33'

LC

LC

MATCHLIN

E 6

01+

M A

T C

H L I N

E

Existing ground

Profile grade

E. PARK ST. 00+

602+ =

ROBERT REAMER CONNECTION

CONNECTION 605+38.96

ROBERT REAMER

PARK ST 411+ =

.E V

A R

E

M A

E R

T R

E B

O R

O

C S

P(

MATCHLINE 411+76

VEHICLE PARKING

CONNECTION

ROBERT REAMER

P S

W

S

N D S

Y

T C

H L I N

E S

T A

ARY

NOT FOR C

ONSTRUCTIO

N 25

ELEC

P

LU

G

IN

T

W V

G

W V

G

T

W V

T

T U

PT

EM

bp

P

W

SO

W

SO

W

SO

8" D

IA

8" D

IA

8" D

IA

8" D

IA

A

4"

D

IA

4" D

IA

4" D

IA

G A S P

U M P

8"

8"

8"

8"

8" p v c d i?

TE

LE

P H

O N E

C O

N

TR

O L

P A N E

LS

C

C

C

B

B

B

B

ST

O P

L

F

D I

S

TA

"P

S

.8

IN

S

TA

LL

G A

TE

V

A

LV

E

N

.8

E 1.

S

TA

"P

S

.4

1=

S

TA

"2

S

1+ .9

IN

S

TA

LL

B

EN

D

N

.9

E .9

S

TA

"P

S

.3

IN

S

TA

LL

G A

TE

V

A

LV

E

N

1.

E 1.

LF

D I

S

TA

"P

S

.9

IN

S

TA

LL

B

EN

D

N

.8

E .6

S

TA

"P

S

1.

IN

S

TA

LL

B

EN

D

N

.3

E 1.

LF

D I

S

TA

"P

S

.7

IN

S

TA

LL

"X

"X

TE

E

G A

TE

V

A

LV

E

N

.3

E .5

S

TA

"P

S

.4

IN

S

TA

LL

B

EN

D

N

.8

E .1

S

TA

"P

S

.0

IN

S

TA

LL

B

EN

D

N

.7

E .3

P A R

K S

TR

E E T

P A R

K S

TR

E E T

P A R

K S

TR

E E T

S

TA

"P

S

.9

IN

S

TA

LL

"X

'X

TE

E

C O

N N

EC

T

TO

E

X

IS

T

W A

TE

R

N

.6

E .7

S

TA

"P

S

.8

.2

'R

T

IN

S

TA

LL

G A

TE

V

A

LV

E

N

.3

E .6

S

TA

"P

S

.7

.3

'R

T

R

EP

LA

C E

LF

D I

IN

S

TA

LL

C O

U P

LI

N G T

O E

X

IS

T

W A

TE

R

N

.2

E .4

A B

A N

D O

N I

N P

LA

C E

EX

IS

T

W A

TE

R

LF

D I

L

F

D I

N

.5

E .4

S

V C

.5

S

V C

N P B

O U

N D

A R

Y

P C

.0

P R

C

.5

PT

.0

PC

.4

P T

.0

P O

C

POT 100+00.00

PC 100+44.34

P T

.6

R= 150.00'

T= 51.11'

L= 98.52'

D

R= 150.00'

T= 130.29'

L= 214.55'

D

Profile grade

Existing ground

,3

.9

+2.2229%

60' VC

-5.0

,3

.2

80' VC

-0.5743%

,3

.1

70' VC

CUYD

EXC.

CUYD

EMB.

5310 5310

5315 5315

5320 5320

5325 5325

5330 5330

E.11

STATE PROJECT

A u g u s t

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 ft .d

C h e c k e d b y

D e s ig n e d b y

602+00 601+00 598+00599+00600+00

.EVA REMAER TREBOR

)30CSP(

M A T C

H L

IN

E

CONNECTION

ROBERT REAMER

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

P O

C

.0

P O

T

.0

G

,2

.4

-0.3787%

250' VC

+5.6

% 2

,3

.0

-4.0003%

40' VC

,3

.7

R= 412.00'

T= 169.73'

L= 322.00'

D

D

R= 62.00'

T= 26.95'

L= 50.85'

D

R= 150.00'

T= 41.39'

L= 80.78'

CUYD

EXC.

CUYD

EMB.

206+00

5270 5300

5275 5305

5280 5310

5285 5315

5290 5320

203+0 204+0

E.12

STATE PROJECT

A u g u s t

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 fu .d

C h e c k e d b y

D e s ig n e d b y

205+00202+00201+00 207+00

Profile grade 5290

Profile grade

Existing ground

Profile grade

Existing ground

DAOR LIART ENOTSWOLLEY

D

R= 71.86'

T= 23.66'

L= 45.70' kraP lanoitaN enotswolleYyradnuoB htroN

N

Proposed fence

Existing ground

Stone masonry edging

Stage seat wall

Stage

Stage Retaining wall

M A T C

H L

IN

E S

T A . 5

M A

IN

S

T.

M A

IN

_N -S

MAIN

N-

50+ 00.

Construct sidewalk, concrete

201+50 to 206+72, LT

(YST01)

M A

T C

H L

IN

E S

T A . 2 type 1, 18-inch depth

Construct curb, stone

202+14 to 206+72, LTtype 1, 18-inch depth

Construct curb, stone, 200+00 to 206+43, RT

Construct sidewalk, concrete

200+00 to 201+33, LT type 1, 18-inch depth

Construct curb, stone, 202+14 to 206+66, LT

TRAIL ROAD

YELLOWSTONE

YST 2

01+

XX =

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

P C

.9

P T

.0

P C

.9

PT 55+79.81

P O

C

.0

P O

T

.0

POC 52+83.19

POT

+86 .5

PC

+98 .4

P T

.8

W V W

V W V W

V W

VW

V

W V

W F

EM

W V

U P

G

G

P

C

T

T

T

W S

O

WS

O

W S

O

N P B

O U

N D

A R

Y

Found A lum . C ap (R ate - C

/S 1143)

Found A lum . C ap (R ate - C

/S 1143)

Found spike w / ribbon buried 3" deep

Found R ock w

/ chiseled 'X

0+00

D

R= 500.00'

T= 34.96'

L= 69.81'

(MAIN N-S01)

x= x

CUYD

EXC.

CUYD

EMB.

50+00

5270 5270

5275 5275

5280 5280

5285 5285

5290 5290

5295 5295

E.13

STATE PROJECT

A u g u s t

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 fv .d

C h e c k e d b y

D e s ig n e d b y

51+00 55+0054+0053+0052+00 56+00 place existing 8" water

Abandoned in

.TS NIAM .W

M A T C

H L

IN

E S

T A

M A

T C

H L I N

E S

T A . 5

(M

AIN

E-W

01)

M

AIN

S

T.

PARKING LOT

ARCH PARK

W. MAIN ST.

(STO

N E01)

STO

N

E ST.

Existing ground

Profile grade

Construct sidewalk, concrete

50+44 to 55+46, LT

Construct sidewalk, concrete

50+57 to 52+97, RT concrete, 11-inch depth

Construct curb & gutter, 50+23 to 55+46. LT concrete, 11-inch depth

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

N

M A T C

H L

IN

E S

T A

M A T C

H L

IN

E S

T A

ARY

NOT FOR C

ONSTRUCTIO

N T p v c

TELEPHONE

CONTROL

PANEL

B

B

B

PT 53+30.08

P C

.4

P T

.8

T

H

P h

W S

O

,2

.3

,2

.5

+4.00 00%

30' VC

+10 .8

8%

F O

U R

T H S

T R

E E

T S

O U

T H

N gravel path

Proposed

MAIN ST

P T

.8

Profile grade

M A

T C

H L I

A

END PROJECT

14+90

Construct sidewalk, concrete

12+98 to 14+88, LT

(MAIN_E-W01)

Concrete curb and gutter

Remove light pole

14+78, RT

(concrete utility road patch)

Remove sidewalk, concrete

14+80 to 14+84, RT

Construct sidewalk, concrete

13+17 to 14+88, RT concrete, 11-inch depth

Construct curb & gutter, 12+97 to 14+88, LT concrete, 11-inch depth

Construct curb & gutter, 13+17 to 14+88, RT

Existing ground

CUYD

EXC.

CUYD

EMB.

15+0014+00

13+00

E.14

STATE PROJECT

A u g u s t

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 fw .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

W. MAIN ST.

ARY

NOT FOR C

ONSTRUCTIO

N

N

NOTE:

2.

1.

See G Sheets for sidewalk and curb details.

See Sheet C.3 for Typical Section.

LAYOUT

ENTRANCE PULLOUT

YELLOWSTONE NORTH

F.4

STATE PROJECT

A u g u s t

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 g c a .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

18-inch depth

Construct curb, stone, type 1, 394+59 to 400+25, LT

Yellowstone North Entrance (PSW03)

ARY

NOT FOR C

ONSTRUCTIO

N

PT 411+50.99

P C

.6

P T

.1 existing 6" water

Abandoned in place existing 6" water

Abandoned in place

STOP

NOTE:

R=10'

R=2.5'

R=20'

R=20' R=10'

40'

Yellowstone National Park

North Boundary proposed ditch

Estimated top back of

N

R=20' curb and gutter

Construct concrete edge of pavement

Existing existing roadway

Centerline of concrete sidewalk

Construct

Line to be constructed

Existing fence concrete sidewalk

Construct

Proposed ditch curb and gutter

Construct concrete masonry curb

Construct stone

R=2.5' R=2.5'R=15'

R=15'

R=20'R=20'

R=10'

R=2.5'

R=2.5'

R=10'

R=5' (typ.)

R=10' R=10'

R=5' (typ.)

R=3'

R=5'

R=5'

R=100'

R=2.5'

R=2.5'

R=91.5'

R=2.5'

R D

S

R D S

T topsoil, 6-inch depth furnish and place

Construct planter, 500+15 to 500+21, LT

Install luminaire

500+38, LT

topsoil, 6-inch depth furnish and place

Construct planter, 500+28 to 500+67, LT

6-inch depth furnish and topsoil, Construct planter, 501+08 to 501+27, LT

Install luminaire

501+48, LT

6-inch depth furnish and topsoil, Construct planter, 501+68 to 501+87, LT

Install luminaire

502+08, LT

6-inch depth furnish and topsoil, Construct planter, 502+30 to 502+46, LT concrete

Construct sidewalk, 500+15 to 504+66, LT

Install luminaire

502+68, LT

6-inch depth furnish and topsoil, Construct planter, 502+88 to 503+07, LT

Install luminaire

503+28, LT

6-inch depth furnish and topsoil, Construct planter, 503+48 to 503+67, LT

Install luminaire

503+00, LT

and topsoil, 6-inch depth

Construct planter, furnish

504+18 to 504+37, LT

Install luminaire

504+58, LT

Install tree

504+28, LT

furnish and topsoil, 6-inch depth

Construct planter, 411+05 to 411+68, LT furnish and topsoil, 6-inch depth

Construct planter, 504+18 to 50438, LT

Install tree

503+58, LT

Install tree

502+98, LT

(3 total)

Install trees

502+37, LT

paver walkway

Construct

502+38, LT

Install tree

501+77, LT

Install tree

501+17, LT

Install tree

500+58, LT

Install luminaire

500+88, LT

W. PARK ST. PARKING LOT

(W_PARK_LOT_02)

Construct fence (iron)

500+43 to 501+03, RT

Construct (iron)

501+13 to 501+73, RT

Construct fence (iron)

501+83 to 502+43, RT

Construct fence (iron)

502+53 to 503+13, RT

W. PARK ST. (PSW03)

and place topsoil, 6-inch depth

Construct planter, furnish

406+24 to 406+59, LT

6-inch depth furnish and topsoil, Construct planter, 407+10 to 408+47, LT

6-inch depth furnish and topsoil, Construct planter, 409+84 to 410+29, LT

6-inch depth furnish and topsoil, Construct planter, 503+28 to 503+37, RT

6-inch depth furnish and topsoil, Construct planter, 503+68 to 503+77, LT

Construct 4' pedestrian fence

2.

1.

See G Sheets for sidewalk and curb details.

See Sheet C.3 for Typical Section.

PARKING LOT

WEST PARK STREET

F.4

STATE PROJECT

A u g u s t

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 g 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

P T

.1

P C

.6

PT 411+50.99

ARY

NOT FOR C

ONSTRUCTIO

N

PT 411+50.99

P O

T

.9

6 6

P O

T

.0

P T

.0

PC 602+04.48

P C

.3

P T

.6

PT 601+63.07

R o b e rt R e a m e r A v e

Install luminaire

602+95, RT

Install tree

604+03, RT

topsoil, 6-inch depth furnish and place

Construct planters, 604+86 to 605+03, RT and place topsoil, 6-inch depth

Construct planters, furnish

603+60 to 603+79, RT and place topsoil, 6-inch depth

Construct planters, furnish

602+62 to 603+67, RT

N B

STOP

Install luminaire

604+26, RT

Install luminaire

603+46, RT

Install tree

603+49, RT

(stone inlay)

Construct rumble strip

603+21 to 604+04, LT Install trees (7 total)

602+44, LT

Install trees (25 total)

605+02, LT proposed ditch

Centerline of back of proposed ditch

Estimated top

R=50'

R=40'

R=100'

R=30'

6-inch depth furnish and place topsoil, Construct planters, 602+82 to 603+09, RT

6-inch depth furnish and place topsoil, Construct planters, 603+93 to 604+12, RT

(Yellowstone entrance sign)

Install structure, 605+28, LT place existing 8" water

Abandoned in

Curve= PSW15

PT 411+50.99

S T O P

S T O P

NOTE:

2.

1.

See G Sheets for sidewalk and curb details.

See Sheet C.3 for Typical Section.

M A

T C

H L I

A x x x x

MATCHLINE STA. XX.XX

MATCHLI

NE

S

TA.

+00 constructed

Line to be

Non-contributing area

R=9.5'

N

R=50'

R=50'

R=100'

R=3'

R=2.5'

R=3'

R=2.5'

R=5'

R=2.5'

R=5'

R=2.5'

R=2.5'

R=5'

R=5'

R=2'

R=200'

R=5' of pavement

Proposed edge

H w y

S n d S

T sidewalk concrete Construct sidewalk concrete Construct constructed

Line to be concrete curb and gutter

Construct existing roadway

Centerline of edge of pavement

Existing

(typ.)

R=5'

Yellowstone National Park

North Boundary sidewalk concrete

Construct

R=5' curb and gutter

Construct concrete

Construct seatwalls masonry pillar (typ.)

Construct stone masonry curb

Construct stone concrete curb and gutter

Construct

R= 10'

R=10'

R=50' concrete sidewalk

Construct concrete sidewalk Construct

W Pa rk S t

(P S

W

(PSC03)

Robert Reamer Connection

R=9.5'

R=2'

R=6'

M A

T C

H L I

A

S E

E P

A R

K

B

(EPS02)

E. PARK ST.

Construct rumble strip (stone inlay)

602+72 to 604+04, LT

6-inch depth furnish and place topsoil, Construct planter, 601+86 to 603+06, LT and place topsoil, 6-inch depth

Construct planter, furnish

604+23 to 606+16, LT

Construct paver walkway 605+28, LT Construct pedestrian 4' fence

(OVERSIZE) PARKING LOT

CONNECTION

ROBERT REAMER

F.5

STATE PROJECT

A u g u s t

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 g 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

ARY

NOT FOR C

ONSTRUCTIO

PEDESTRIAN PLAZA

YELLOWSTONE ASSOCIATION

F.6

STATE PROJECT

A u g u s t

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 g f.

d

C h e c k e d b y

D e s ig n e d b y place existing 8" water

Abandoned in

NOTE:

2.

1.

See G Sheets for sidewalk and curb details.

See Sheet C.3 for Typical Section.

ARY

NOT FOR C

ONSTRUCTIO

N

P C

C

.4

2 P

C C

.4

W. PARK ST

N

HAIRPIN CURVE LAYOUT

ARCH SIDEWALK AND

Existing centerline

Line to be constructed of pavement

Existing edge stone curb

Construct

N O

RTH

EN

TRAN

CE RO

AD

YELLO

W

STO

N E

Construct concrete sidewalk

F.7

STATE PROJECT

C h e c k e d b y

D e s ig n e d b y

A u g u s t

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 g g .d g n

NOTE:

2.

1.

See G Sheets for sidewalk and curb details.

See Sheet C.3 for Typical Section.

2+00

STA: "PS" 3+31.14

G

JH 1001

JH 1002

JH 1028

JH 1029

ARY

NOT FOR C

ONSTRUCTIO

N

LOOP DRIVEWAY

YELLOWSTONE ASSOCIATION

N

P T

.4

R=15'

R=15'

R=5'

R=5'

R=20'

Construct stone curb

Construct stone curb

Construct stone curb stone curb

Construct

(saw cut existing sidewalk)

Construct stone curb concrete sidewalk

Construct

Line to be constructed

R=5' stone curb

Construct

Install wheelstop (typ.)

Construct retaining wall

Construct planter

Construct seat wall

Yellowstone National Park

North Boundary

R=50.5'

R=5'

R=5'

ARCH

HOUSE

YELLOWSTONE

ASSOCIATION

402+55 to 402+97, LT

Construct planter, furnish and place topsoil, 6-inch depth

403+51, LT

Remove and reset flagpole place topsoil, 6-inch depth

Construct planter, furnish and

403+18 to 403+58, LT

Construct sidewalk, concrete

403+18 to 403+63, LT

Construct pedestrain 4' fence

Construct sidewalk, concrete

402+70 to 406+06, RT

W.PARK ST.

(PSWØ3)

and place topsoil, 6-inch depth

Construct planter, furnish

403+73 to 404+03, LT

Install luminaire

404+04, lt

Construct sidewalk, concrete

403+74 to 405+76, LT

Construct stone masonry, seatwall (20-inch height) masonry pillar (3' X 3')

Construct stone

4'3'16'3'

4'4' masonry, pillar (4' x 4')

Construct stone

"8

19'-8

"2

18'-8

3'

3'

Construct stone masonry, pillar (4' X 4')

Construct stone masonry, seatwall, 20-inch height

Concrete stone masonry, pillar, (4' X 4')

Construct stone masonry, seatwall, (20-inch height)

Construct stone masonry seatwall, (20-inch height)

"4

20'-

"8 521'-

"16 940'-

2. See G_ Sheets for sidewalk and curb details.

1. See Section F for Wall Quantities and Details.

NOTE:

F.8

STATE PROJECT

A u g u s t

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 g 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

N

EED

T O U

PD

ATE

PI

LLAR

SI

ZES

Abandoned in place existing 8" water ss

W

SO

SO

ARY

NOT FOR C

ONSTRUCTIO

N

A

SECTION A-A

2'-0"

NOTE:

Line to be constructed walkway

2" Paver

P C

C

.4

S

T H S

T

R .O .W stone curb

Construct

Edge of lane of pavement

Existing edge concrete sidewalk

Existing Arch House concrete sidewalk

Construct stone masonry wall

Existing Arch House

Construct 4' fence

(typ.)

45° stone masonry wall

Protect existing construction by others prior to stairs to be removed

Existing concrete

POCKET PARK

ARCH HOUSE

P C

C

.5

Park gravel path

Existing Arch concrete sidewalk

Construct

Install luminaire

402+12, LT

pedestrian 4' fence

Construct

.TS KRAP .W

Install trees (10 total)

402+25, LT

Varies X'-X'

To building

Furnish and place topsoil, 6-inch depth

402+17 to 402+53. LT type 1, 18-inch depth

Construct curb, stone, 402+22 to 402+42, LT

Install luminaire

402+46, LT

Install trees (3 total)

402+91, LT

and place topsoil, 6-inch depth

Construct planter, furnish

402+55 to 402+97, LT

43'

39'

8' 2' 13' 4' 13'

4' masonry, pillar (4'X 4')

Construct stone

.9

21' 4'

20-inch height seatwall, stone masonry, Construct

7.2'

.8 seatwall, 20-inch height

Construct stone masonry, masonry, pillar (4' X 4')

Construct stone pillar (4' X 4')

Construct stone masonry, seatwall, (20-inch height)

Construct stone masonry, seatwall, (20-inch height)

Construct stone masonry, seatwall, (20-inch height)

Construct stone masonry, seatwall, (20-inch height)

Construct stone masonry, seatwall, (20-inch height)

Construct stone masonry, (PSW03) seatwall

Construct

2" Sand bed masonry, pillar (4' X 4')

Construct stone

Varies 8'-10'

6-inch depth and top with topsoil, conserved material

Backfill planter with

Existing Arch House stone masonry wall

2.

1.

See G Sheets for sidewalk and curb details.

See Section F for wall Quantities and Details.

Sheet X.X for details walkway. See

Construct paver

XX+XX TO XX+XX

F.9

STATE PROJECT

A u g u s t

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 g i.

d

J o h n s

M c

Q u is to n B

K u

C h e c k e d b y

D e s ig n e d b

ARY

NOT FOR C

ONSTRUCTIO

N

PC 202+21.44

P R C

.5

PCC 2

01+

10.

P O

C

.0

PT 201+55.98

P O

T

.0

P C

.9

P T

.0

PC

+98 .4

P O T .5

PC

.0

W-

E(

T S

NI

A

M

)P R

W- E-

NI

A

M(

PARKING LOT

ARCH PARK

)10S-N NIAM(

T

S Y

F.10

STATE PROJECT

A u g u s t

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 g j.

d

C h e c k e d b y

D e s ig n e d b y existing 8" water

Abandoned in place

NOTE:

See Section G for Curb and Sidewalk Quantities and Details.

See Section C for Typical Section.

2.

1.

18.5' concrete sidewalk

Construct asphalt pullout

Construct

R=10'

17'

.5 concrete sidewalk

Construct

Existing edge of pavement

R=6'

Line to be constructed

R=20'

R=50' concrete sidewalk

Construct

Edge of lane of pavement

Existing edge

Yellowstone National Park

North Boundary

R=10'

.7

Construct stone curb masonry edging

Install stone

R=14.5'

Construct stone curb curb and gutter

Construct concrete curb and gutter

Construct concrete

R=6' concrete sidewalk

Construct

R=6'

R=40'

R=20' concrete curb and gutter Construct concrete curb and gutter

Construct

Arch Park gravel path

Construct

5'

LIBRARY

GARDINER

D A

O R

LI

A

R T

E N

O T

S W

O L

L E

Y

Install luminaire

50+64, LT

Protect existing wall

Install luminaire

51+60, LT

Install luminaire

50+41, RT

Construct pedestrian 4' fence

Install luminaire

52+22, RT

)S-N( .TS NIAM

G

A N

D S

LO

PE PR

O

TEC

TIO

N

R

IPR

A

P EN

ER

G

Y D

IS

S

IPA

TO

IE =

5276.22

O U

TFA

LL W

ITH

FLA

P G A

TE

S

TA

. 00+

04.93

IE =

5280.98

C A P A

N D M

A R K

ER

PO

S T

12" S

TU

B -O

U T W

ITH

ARY

NOT FOR C

ONSTRUCTIO

N

BEGIN WALL

END WALL

Existing Ground Profile

Trail Road Profile

Yellowstone

Proposed

Bottom of wall

N

Staircase?

CUYD

EXC.

CUYD

EMB.

20004+0020003+0020002+0020001+0020000+00

5210 5210

5230 5230

5250 5250

5270 5270

5290 5290

5310 5310

5330 5330

5350 5350

5370 5370

STATE PROJECT

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

G.3

STATE PROJECT

Top of wall = 5290.85

E=___

N=___

Top of Wall = 5301.83

E=___

N=___

NORTH BOUNDARY YELLOWSTONE NATIONAL PARK

Construct stone curb Construct concrete sidewalk masonry edging

Construct stone conveyance drainage

Existing

W. P

ARK ST.

N O

R

TH

EN

TR

A N C E R

O A D

YELLO

W

S

TO

N

EDAOR LIART ENOTSWOLLEY

Top of Retaining Wall

Elev. 5300.00

Top of retaining wall

Elev. 5288.95

Bottom of both walls

20003+97.27

STAGE WALL

20000+00.00

STAGE WALL

fence

Construct 4' stage

Construct

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 w c .d g n

Construct mechanically stabilized wall

20000+00 to 20003+85, RT retaining wall. See Sheet F.3?

Construct roadway

Bottom of seatwall

Elev. 5291.45

Top of seatwall

Stage ramp?

J u ly stage ramp

Construct

14'

Construct stage seat wall.

See Sheet F.3? for details masonry, seatwall, 30-inch height

Construct stone

20000+91 to 20003+45, LT

P C

C

.3

P T

.4

P O

T

.6

P O

C

.1

,2

.9

+1.0396%

,2

.0

0 2

,2

.0

+5.0001%

-0.0000%

,2

.0

,2

.5

+17.20 53%

,3

.5

G

FOUND ALUM CAP AT 1/4 COR

JH 1002