grte2020-1_11-1 Plans_FP-24(Set 2 of 2).pdf

11.01.25

Emily Gillespie

W V

W V

W V

M O

O S

E W

I L S

O N R

O A

D

M E

N O

R S F

E R

R Y R

O A

D

N

100500

Scale in Feet

Slope stake limits

Slope stake limits

Construction limits

Construction limits

Teton Park Rd. north bound, south leg

Teton Park Rd. south bound, south leg

Teton Park Rd. south bound, north leg

Teton Park Rd. north bound, north leg

Menors Ferry Rd. west bound

Menors Ferry Rd. east bound

Moose Wilson Rd. east bound

Moose Wilson Rd. west bound

Edge of pavement

Edge of pavement

Median, concrete (see Median Detail, E.20)

Median, concrete (see Median Detail, E.20)

Median, concrete (see Median Detail, E.20)

Median, concrete (see Median Detail, E.20)

Sidewalk, concrete (see E.22), typ.

BP-01 (path alignment)

BP-01 (path alignment) alignment)

(path BP-02

Adjust valve box (and riser pipe)

Adjust valve box (and riser pipe) Boulder, typ. (See Sheet E.18 and O.1)

Fence (by NPS)

Sidewalk, concrete (see E.22), typ.

Detectable warning panels, typ.

Detectable warning panels, typ.

panels, typ.

Detectable warning

Place riprap, class 1 (cobble drain). See E.19

Placing conserved topsoil, 4-inch depth

Placing conserved topsoil, 4-inch depth Placing conserved topsoil, 4-inch depth

TETON PARK ROAD

TETON PARK ROAD

:4

A

M

O c to b e r

S

IT

E P

L

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

Y N

P G

R T

E p ln p p r o u n d a b o u t.

d g n

SITE PLAN

PROJECT

NUMBER

SHEET

E.2

NPS Drwg No. 136/193070 NPS PMIS No. 188279

WY NP GRTE 11(1)

(see E.22), typ.

Sidewalk, concrete

Plantings (by NPS)

O

O S

E W

I L S

O N R

O A

D

M E

N O

R S F

E R

R Y R

O A

DN

100500

Scale in Feet

Edge of pavement

Edge of pavement

2. Curb transitions are located in areas where curb and gutter transitions from catch to spill.

1. See Sheet E.21 for curb and gutter details.

NOTE:

TETON PARK ROAD

TETON PARK ROAD

:5

O c to b e r

C U

R B

L A

Y O

U T

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

Y N

P G

R T

E p ln p p r o u n d a b o u t.

d g n

CURB LAYOUT PLAN

PROJECT

E.3

WY NP GRTE 11(1)

Curb, concrete, 12-inch depth (mountable)7

Curb, concrete, 12-inch depth (vertical)6

Curb, concrete, 12-inch depth5

Curb and gutter, concrete 12-inch depth (curb nose)4

Curb transition3

Curb and gutter, concrete, 12-inch depth (spill)2

Curb and gutter, concrete, 12-inch depth (catch)1

Curb/Gutter Type#

4 4

11.12.25

JOINT PLAN

SOUTH LEG

N

10 200510

Scale in feet

JOINT PLAN

NORTH LEG

Median, concrete (colored, rustic brown)

Median, concrete (colored, rustic brown)

Median, concrete (colored, champagne)

Median, concrete (colored, champagne)

:0

S e p te m b e r

R

O U

N D

A B

O U

T J

O

IN

T P

L d ja p w w o r k

\d ja p r o d \d m s

\W Y

N

P

G R

T E p ln p p jo in t p la n

.d g n

SHEET 1 OF 2

ROUNDABOUT JOINT PLAN

PROJECT

F.4

WY NP GRTE 11(1)

LEGEND:

Expansion joint (3/4-inch thick)

Contraction joints (1/8-inch wide, 1/4 to 1/3 depth of concrete)

Isolation joints (1/2-inch thick) are approximate, space joints evenly on each side of roundabout islands.

1. Concrete apron joint pattern dimensions

NOTE:

NPS PMIS No. 188279 NPS Drwg No. 136/193070

WY NP GRTE 11(1) E.4

' 4

2'

2'

2'

2'

2'

2'

' 4

EAST LEG

N

JOINT PLAN

WEST LEG

10 200510

Scale in feet

Median, concrete (colored, rustic brown)

Median, concrete (colored, rustic brown) Median, concrete (colored, champagne)

Median, concrete (colored, champagne)

:2

O c to b e r

R O

U N

D A

B O

U T

J O

IN

T

P L

A N

C O

N T

IN

U

E D d ja p w w o r k

\d ja p r o d \d m s

\W Y

N

P

G R

T E p ln p p jo in t p la n

.d g n

SHEET 2 OF 2

ROUNDABOUT JOINT PLAN

PROJECT

F.5

WY NP GRTE 11(1)

LEGEND:

Expansion joint (3/4-inch thick)

Contraction joints (1/8-inch wide, 1/4 to 1/3 depth of concrete)

Isolation joints (1/2-inch thick)

NOTE:

are approximate, space joints evenly on each side of roundabout islands.

1. Concrete apron joint pattern dimensions

NPS PMIS No. 188279 NPS Drwg No. 136/193070

WY NP GRTE 11(1) E.5

' 2

2'

2'

.1

CENTER ISLAND

Truck apron

10 200510

Scale in feet

Graded, landscaped mound

9-inch depth (colored, champagne)

Minor concrete pavement, reinforced, 9-inch depth (colored, rustic brown)

Minor concrete pavement, reinforced, :2

O c to b e r

R O

U N

D A

B O

U T

C E

N T

E R

I S

L A

N D

J O

IN

T

P L d ja p w w o r k

\d ja p r o d \d m s

\W Y

N

P

G R

T E p ln p p jo in t p la n

.d g n

JOINT PLAN

ROUNDABOUT CENTER ISLAND

PROJECT

F.6

WY NP GRTE 11(1)

LEGEND:

Expansion joint (3/4-inch thick)

Contraction joints (1/8-inch wide, 1/4 to 1/3 depth of concrete)

Isolation joints (1/2-inch thick)

NOTE:

are approximate, space joints evenly around the roundabout.

1. Concrete apron joint pattern dimensions

NPS PMIS No. 188279 NPS Drwg No. 136/193070

WY NP GRTE 11(1) E.6

7.9'

2'

SL001

SL002

SL003

SL004

SL005

SL006

SL007

SL008

SL009

SL010

SL011

SL012

SL013

SL014

SL015

SL016

SL017

SL018

SL019

SL020

SL023

SL024

SL027

SL028

SL029

SL030

SL031

SL032

SL033

SL034

SL035

SL036

SL037

SL038

SL039

SL040

SL041

SL042

SL044

SL046

SL045

SL047

SL048

SL049

SL050

SL051

SE002

SW002

SL043

SL052

SL022

SL026

SL025

SL057

SL058

SL055

SL053

SL054

SL060

SL059

SL056

SE001

SL021

TFC Breakline PT6478.122455531.401481434.27SL060

TFC Breakline PC6478.152455534.921481437.14SL059

TFC Breakline PT6478.382455546.931481242.07SL058

TFC Breakline PC6478.362455543.371481241.79SL057

TBC Breakline PT6478.232455528.851481403.92SL056

TBC Breakline PC6478.332455529.391481404.36SL055

TBC Breakline PC6478.212455542.281481412.91SL054

TBC Breakline PT6478.262455542.911481413.22SL053

EOP PC/PT6478.042455552.461481436.97SL052

EOP PT6477.842455551.331481190.84SL051

EOP POC6478.132455549.921481224.10SL050

EOP PC/PT6478.432455550.731481257.37SL049

EOP POC6478.562455551.221481274.91SL048

EOP PC 6478.652455550.691481292.45SL047

TBC6479.052455548.001481259.33SL046

TBC6478.892455546.691481243.85SL045

TBC6479.142455549.141481278.40SL044

EOP PC/PT6478.172455535.141481438.20SL043

TBC PT6479.192455549.191481292.43SL042

TBC POC6479.252455546.111481320.91SL041

TBC PC/PT6479.202455540.301481349.00SL040

TBC POC6479.082455536.801481375.32SL039

TBC PC/PT6478.772455539.611481401.73SL038

TBC PC6478.802455539.271481402.32SL037

EOC PC6478.312455541.071481401.39SL036

EOC POC6478.262455542.551481407.11SL035

EOC PT6478.222455544.331481412.74SL034

TBC6478.852455534.281481403.92SL033

TBC6478.772455536.601481414.73SL032

EOP PC6478.042455554.301481433.93SL031

EOP PT6478.012455556.561481437.50SL030

EOP POC6478.162455541.391481438.73SL029

EOP PC/PT6478.292455526.921481443.45SL028

NotesElevationEastingNorthingPoint

SOUTH LEG LAYOUT POINTS

EOP POC6478.242455528.651481429.74SL027

TBC6478.732455540.431481413.50SL026

TBC6478.752455543.561481415.07SL025

TBC POC6478.702455547.391481424.24SL024

TBC PC6478.582455553.021481434.71SL023

EOP PC/PT6478.102455530.311481434.28SL022

TBC POC6478.532455544.681481435.43SL020

TBC PC6478.622455536.861481436.34SL019

TBC PT6478.652455531.781481432.24SL018

TBC POC6478.822455531.461481426.04SL017

TBC PC6478.722455530.781481419.86SL016

TBC PT6478.742455530.151481415.83SL015

TBC PC6478.772455530.601481415.30SL014

EOC PC6478.202455528.651481415.92SL013

EOC POC6478.202455528.341481412.07SL012

EOC PC/PT6478.192455527.891481408.24SL011

EOC PT6478.192455527.361481404.11SL010

TBC6478.792455531.341481404.18SL009

TBC PT6478.732455528.621481401.99SL008

TBC POC6478.912455526.591481347.33SL007

TBC PC6479.112455533.521481291.12SL006

TBC6478.872455543.371481243.56SL005

EOP6478.322455542.161481242.02SL004

EOP PT6478.292455542.701481239.41SL003

EOP POC6477.942455549.291481201.46SL002

EOP PC6477.592455553.431481163.17SL001

NotesElevationEastingNorthingPoint

SOUTH LEG LAYOUT POINTS

EOP PT6477.962455510.591481440.34SW002

EOP PC6477.712455569.221481429.43SE002

EOP6477.712455569.071481429.22SE001

NotesElevationEastingNorthingPoint

SOUTH LEG LAYOUT POINTS

N

Scale in Feet

0510 10 20

TETON PARK ROAD

:5

S e p te m b e r

S

O U

T H

L E

G L

A Y

O U

T P

O

IN

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

Y N

P G

R T

E p ln la y o u tp o in ts .d g n

SOUTH LEG LAYOUT POINTS

PROJECT

E.7

WY NP GRTE 11(1)

SL065SL064

SL063

SL066

SL062

SL061

SL001

EOP Breakline6477.122455557.041481123.26SL066

EOP6477.352455541.471481162.26SL065

EOP6477.582455542.371481121.79SL064

EOP6476.492455571.711481124.73SL063

EOP6477.362455565.281481165.68SL062

EOP Breakline6477.602455553.311481164.78SL061

EOP PC6477.592455553.431481163.17SL001

NotesElevationEastingNorthingPoint

SOUTH LEG LAYOUT POINTS

N

Scale in Feet

0510 10 20

TETON PARK ROAD

R

:5

S e p te m b e r

S

O U

T H

L E

G P

A V

E M

E N

T C

O N

N E

C T

IO

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

Y N

P G

R T

E p ln la y o u tp o in ts .d g n

CONNECTION

SOUTH LEG PAVEMENT

PROJECT

E.8

NPS PMIS No. 188279 NPS Drwg No. 136/193070

WY NP GRTE 11(1)

NL002

NL003

NL026

NL027

NL028

NL029

NL030

NL031

NL001

NL032

NL033

NL034

NL035

NL036NL005NL006NL007

NL008

NL009

NL011

NL012

NL013

NL014

NL015 NL019

NL023

NL024

NL004

NL025

NL021

NL022

NE003

NE004

NL010

NL037

NL038

NL039

NL040

NL018 NL020

NL041

NL042

NL044

NL043

NL016

NL017

64792455569.501481884.41NL053

64792455568.521481877.25NL052

64792455585.391481903.63NL051

64802455591.941481939.00NL050

64792455579.381481868.17NL049

64792455591.221481866.25NL048

64792455606.481481936.34NL047

64812455577.401481941.66NL046

64792455567.531481870.09NL045

ElEastingNorthingPoint

NORTH LEG LAYOUT POIN

TBC POC6480.912455554.331481733.44NL021

TBC PC/PT6480.522455549.881481708.95NL020

TBC POC6478.442455548.681481667.98NL019

TBC PC/PT6478.862455553.121481627.17NL018

TBC POC6478.622455554.131481598.52NL017

TBC PC6478.692455547.101481570.72NL016

TBC PT6478.692455546.701481569.73NL015

TBC PC/PT6478.532455547.171481569.03NL014

TBC POC6478.372455559.811481569.93NL013

TBC PC6478.232455572.391481568.40NL012

TBC PT6478.472455576.701481572.61NL011

EOP PT6478.092455547.431481567.61NL010

TBC POC6478.742455571.651481597.60NL009

TBC PT6478.982455568.161481620.60NL008

TBC POC6479.682455561.791481678.69NL007

TBC PC6480.372455562.231481737.13NL006

TBC6480.292455563.711481756.70NL005

TFC Breakline PT6480.252455563.731481756.85NL004

EOP PT6480.022455565.221481756.72NL003

EOP POC6480.142455569.491481799.07NL002

EOP PC6479.882455575.201481841.25NL001

NotesElevationEastingNorthingPoint

NORTH LEG LAYOUT POINTS

TBC Breakline6480.542455560.951481757.76NL044

TBC Breakline6480.112455563.711481757.23NL043

TFC Breakline PC6477.872455577.521481570.85NL042

TFC Breakline PT6477.932455573.891481567.63NL041

EOP PT6480.542455559.371481757.88NL040

EOP PC/PT6477.882455578.591481571.00NL039

EOP PC/PT6477.792455573.621481566.58NL038

EOP PC/PT6477.812455572.061481566.93NL037

EOP PT6480.012455573.221481828.29NL036

EOP POC6480.362455567.151481795.80NL035

EOP PC/PT6480.522455558.951481763.78NL034

EOP POC6480.372455552.401481736.72NL033

EOP PC/PT6479.982455548.391481709.16NL032

EOP PC/PT6478.092455547.431481567.61NL031

EOP PC/PT6478.142455543.641481566.60NL030

EOP POC6477.932455564.231481566.68NL029

EOP PC/PT6477.702455583.771481560.33NL028

EOP POC6478.072455575.761481590.37NL027

EOP PC/PT6478.442455569.631481620.85NL026

TBC POC6480.322455562.531481758.45NL025

TBC Breakline PC6480.772455560.801481757.43NL024

TBC6481.082455560.431481756.23NL023

TBC PT6481.032455557.751481747.08NL022

NotesElevationEastingNorthingPoint

NORTH LEG LAYOUT POINTS

EOP PT6477.382455599.101481564.94NE004

EOP PC/PT6477.362455606.381481545.27NE003

NotesElevationEastingNorthingPoint

NORTH LEG LAYOUT POINTS

N

Scale in Feet

0510 10 20

TETON PARK ROAD

:2

S e p te m b e r

N

O R

T H

L E

G L

A Y

O U

T P

O

IN

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

Y N

P G

R T

E p ln la y o u tp o in ts .d g n

NORTH LEG LAYOUT POINTS

PROJECT

E.9

WY NP GRTE 11(1)

WL001

WL002

WL003

WL004

WL005

WL006

WL007

WL008

WL009

WL010WL011

WL012

WL013

WL014

WL018

WL019

WL020

WL021

WL022

WL023

WL024

WL025

WL026

WL027

WL028

WL029

WL030

WL031

WL032

WL034

WL036

WL037

WL038

WL039

WL040

WL042

WL041

WL043

WL015

WL017

WL016

WL035

WL060

WL061

WL062

WL063

WL064

SW001

WL065

WL066

WL070

WL069

WL072

WL071

WL067

WL033

WL068

EOP PC/PT6478.482455486.701481490.43WL037

EOP PC/PT6478.572455490.651481488.73WL036

EOP PC6478.482455481.801481518.57WL035

EOP PC/PT6478.482455493.181481524.90WL034

EOP POC6478.342455478.741481519.48WL033

TBC PC6478.682455464.081481512.70WL032

TBC6478.642455466.141481505.77WL031

TBC Breakline6478.622455465.371481501.03WL030

TBC Breakline6478.642455467.481481497.98WL029

TBC POC6478.812455476.501481495.63WL028

TBC PC/PT6479.022455487.271481491.82WL027

TBC PC/PT6479.012455487.941481492.39WL026

TBC POC6478.982455486.431481503.53WL025

TBC PC6478.962455486.601481512.94WL024

TBC PT6478.952455481.921481517.05WL023

TBC POC6478.812455473.221481515.07WL022

TBC PT6478.672455464.461481513.34WL021

EOC PC6478.132455464.201481514.82WL020

EOC POC6478.062455458.351481513.19WL019

EOC PT6477.992455452.481481511.66WL018

TBC PC/PT6478.032455434.761481506.28WL017

TBC POC6477.832455433.541481504.77WL016

TBC PC6477.952455434.821481503.32WL015

TBC Breakline6478.292455436.121481503.13WL014

TBC POC6478.352455444.211481501.85WL013

TBC PC/PT6478.422455453.571481500.21WL012

TBC PC6478.432455454.101481500.47WL011

TBC6478.472455454.921481505.02WL010

TBC Breakline6478.502455454.021481507.98WL009

TBC Breakline6478.512455450.911481509.73WL008

TBC POC6478.452455443.831481508.11WL007

TBC Breakline6478.392455436.121481506.53WL006

EOP PC/PT6477.842455434.491481507.75WL005

EOP POC6477.782455425.101481506.16WL004

EOP PC/PT6477.752455415.681481504.86WL003

EOP POC6477.732455395.751481503.01WL002

EOP PC/PT6477.802455375.741481502.45WL001

NotesElevationEastingNorthingPoint

WEST LEG LAYOUT POINTS

EOP PC6478.292455484.831481475.81SW001

NotesElevationEastingNorthingPoint

WEST LEG LAYOUT POINTS

TBC Breakline6477.792455434.491481503.41WL072

TBC Breakline6477.872455434.461481506.19WL071

TBC Breakline PC6478.032455452.841481510.21WL070

TBC Breakline PT6478.022455453.441481509.87WL069

TBC PC Breakline6478.102455465.421481498.41WL068

TBC Breakline PT6478.112455465.031481498.98WL067

TFC Breakline PC6478.512455483.601481517.89WL066

TFC Breakline PT6478.462455487.221481514.87WL065

EOP PC/PT6477.742455434.601481501.83WL064

EOP PC/PT6478.482455489.411481492.71WL063

EOP PT6478.502455488.101481512.81WL062

EOP PC6478.482455488.301481514.79WL061

EOP PT6478.462455483.511481518.99WL060

EOP PC6477.692455389.031481502.13WL043

EOP PT6477.812455447.471481499.16WL042

EOP POC6477.852455450.381481498.97WL041

EOC PC6477.882455453.291481498.74WL040

EOC POC6477.972455459.231481497.98WL039

EOC PT6478.052455465.131481496.94WL038

NotesElevationEastingNorthingPoint

WEST LEG LAYOUT POINTS

N

Scale in Feet

0510 10 20

M O

O S

E W

IL

S

O N

R O

A D

:2

S e p te m b e r

W

E S

T L

E G

L A

Y O

U T

P O

IN

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

Y N

P G

R T

E p ln la y o u tp o in ts .d g n

WEST LEG LAYOUT POINTS

PROJECT

NUMBER

SHEET

E.10

NPS PMIS No. 188279 NPS Drwg No. 136/193070

WY NP GRTE 11(1)

WL047

WL049

WL052

WL054

WL055

WL056

WL057

WL058

WL059

WL045

WL050

WL046

WL048

WL053

WL051

EOC6477.612455451.341481485.81WL059

EOC6477.652455451.891481485.71WL058

EOC6477.602455451.341481482.74WL057

EOC PC6477.702455461.211481481.15WL056

EOC6477.592455452.821481481.48WL055

EOC PC/PT6477.672455461.101481479.99WL054

EOC PC6477.662455461.091481479.56WL053

EOP PC6477.472455445.601481482.63WL052

EOC6477.502455448.381481482.53WL051

EOC PC/PT6477.482455451.281481482.30WL050

EOC PT6477.562455451.091481479.57WL049

EOP PC6477.402455454.971481467.71WL048

EOC PT6477.392455448.421481476.63WL047

EOC PC/PT6477.392455445.641481479.51WL046

EOP PT6477.382455436.531481482.75WL045

NotesElevationEastingNorthingPoint

WEST LEG SIDEWALK INTERFACE LAYOUT POINTS

N

Scale in Feet

0510 10 20

M O

O S

E W

IL

S

O N

R O

A D

:2

S e p te m b e r

W

E S

T L

E G

S

ID

E W

A L

K I

N T

E R

F A

C E

L A

Y O

U T

P O

IN

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

Y N

P G

R T

E p ln la y o u tp o in ts .d g n

LAYOUT POINTS

WEST LEG SIDEWALK INTERFACE

PROJECT

E.11

WY NP GRTE 11(1)

EL001

EL002

EL003

EL016

EL017

EL018

EL033

EL034 EL035

EL036

EL037

EL038

EL039

EL040

EL041

EL042

EL043

EL006

EL007

EL008

EL009

EL010

EL011

EL012

EL013

EL014

EL005

EL015

EL004

EL019

EL020

EL021

EL022

EL023

EL024

EL025

EL026

EL027

EL028

EL029

EL030

EL031

EL032

NE001

NE002

SE003

SE004

EL044

EL045

EL046

EL047

EL048

EL049

EL050

EL052

EL051

TBC Breakline PC6476.922455653.291481481.25EL052

TBC Breakline PT6476.952455652.741481481.64EL051

TFC Breakline PC6477.262455621.841481477.36EL050

TFC Breakline PT6477.272455618.781481480.85EL049

EOP PC/PT6476.922455667.001481487.10EL048

EOP PC/PT6477.292455619.691481501.86EL047

EOP PC/PT6477.292455617.711481481.06EL046

EOP PC/PT6477.232455621.911481476.28EL045

EOP PC6477.202455623.901481476.50EL044

EOP6477.272455715.591481483.27EL043

EOP PT6476.872455665.151481489.38EL042

EOP POC6476.872455659.871481490.15EL041

EOC PT6476.872455654.621481491.18EL040

EOC POC6476.902455648.751481492.65EL039

EOC PC6476.942455642.981481494.43EL038

EOP PC/PT6477.232455622.701481503.72EL037

EOP PC/PT6477.312455619.091481505.93EL036

EOP POC6477.322455617.211481486.57EL035

EOP PC/PT6477.382455611.411481471.64EL034

EOP POC6477.142455626.371481475.14EL033

TBC PC6477.512455641.851481480.07EL032

TBC6477.582455640.941481486.59EL031

TBC6477.522455642.211481490.55EL030

TBC Breakline PT6477.012455642.821481492.42EL029

TBC Breakline PC6477.002455642.491481493.01EL028

TBC PT6477.502455640.651481493.66EL027

TBC POC6477.602455631.971481497.20EL026

TBC PC/PT6477.772455621.941481502.42EL025

TBC PC/PT6477.752455621.191481501.96EL024

TBC POC6477.742455621.111481492.26EL023

TBC PC6477.752455619.641481482.68EL022

TBC PT6477.742455623.731481477.99EL021

TBC POC6477.612455632.551481478.86EL020

TBC PC/PT6477.502455641.391481479.50EL019

EOC PT6476.962455641.481481477.99EL018

EOC POC6476.912455647.471481478.93EL017

EOC PC 6476.872455653.491481479.76EL016

TBC Breakline PC6477.122455666.611481485.65EL015

TBC PT6477.452455665.291481486.01EL014

POC TBC6477.432455660.281481487.52EL013

TBC PT6477.002455654.071481489.74EL012

TBC PC6477.432455653.411481489.43EL011

TBC6477.472455652.141481485.66EL010

TBC6477.452455652.451481483.59EL009

TBC PT6477.412455655.221481481.50EL008

TBC POC6477.392455659.821481482.04EL007

TBC PC6477.392455665.001481482.58EL006

TBC Breakline PT6477.052455666.361481482.71EL005

TBC TBC6476.922455667.721481484.07EL004

EOP PC/PT6476.842455666.501481481.21EL003

EOP POC6476.942455690.971481482.61EL002

EOP PC6477.252455715.471481482.29EL001

NotesElevationEastingNorthingPoint

EAST LEG LAYOUT POINTS

EOP PT6477.062455615.401481456.14SE004

EOP PC/PT6477.502455593.851481448.55SE003

EOP PC6477.042455624.991481520.24NE002

EOP PC6477.002455627.181481518.56NE001

NotesElevationEastingNorthingPoint

EAST LEG LAYOUT POINTS

N

Scale in Feet

0510 10 20

M E

N O

R S F

E R

R Y R

O A

D

:3

S e p te m b e r

E

A S

T L

E G

L A

Y O

U T

P O

IN

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

Y N

P G

R T

E p ln la y o u tp o in ts .d g n

EAST LEG LAYOUT POINTS

PROJECT

E.12

WY NP GRTE 11(1)

EL053

EL054

EL001

EL043EL060

EL055

EL056

EL059

EL057

EL058 EL061

EL062

Breakline POC6477.212455757.671481477.35EL062

EOP Breakline PT6477.192455796.311481470.21EL061

EOP PT6477.012455714.891481470.31EL060

EOP POC6476.842455754.531481465.29EL059

EOP PC6476.682455794.191481458.54EL058

EOP PT6477.612455798.381481481.58EL057

EOP POC6477.562455759.451481488.95EL056

EOP PC6477.512455720.251481494.71EL055

EOP6477.012455703.961481496.76EL054

EOP Breakline PC6477.252455702.521481484.85EL053

EOP6477.272455715.591481483.27EL043

EOP PC6477.252455715.471481482.29EL001

NotesElevationEastingNorthingPoint

EAST LEG LAYOUT POINTS

N

Scale in Feet

0510 10 20

M E

N O

R S F

E R

R Y R

O A

D

938'R

950'R

962'R

:3

S e p te m b e r

E

A S

T L

E G

P A

V E

M E

N T

C O

N N

E C

T

IO

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

Y N

P G

R T

E p ln la y o u tp o in ts .d g n

EAST LEG PAVEMENT CONNECTION

PROJECT

E.13

WY NP GRTE 11(1)

EOC001

EOC002

EOC003

EOC004

EOC005

EOC006

EOC007

EOC008

EOC009

EOC010

EOC/EOP011

EOC012

EOC013

EOC014

EOC015

EOC016

EOC017

EOC018

EOC019

EOC020

EOC021

EOC022

EOC023

EOC024

EOC025

P001 P002

Edge of Pavement6478.392455500.601481460.18P001

Edge of Concrete6477.872455468.011481480.89EOC010

Edge of Concrete6478.072455477.831481474.75EOC009

Edge of Concrete6478.182455482.571481470.80EOC008

Edge of Concrete6478.282455496.151481456.94EOC007

Edge of Concrete6477.852455505.191481439.31EOC006

Edge of Concrete6477.842455510.161481423.45EOC005

Edge of Concrete6477.832455510.261481415.84EOC004

Edge of Concrete6477.832455509.541481405.86EOC003

Edge of Concrete6477.862455508.531481388.72EOC002

Edge of Concrete6477.942455511.911481384.98EOC001

Edge of Concrete6477.752455461.571481482.95EOC/EOP011

NotesElevationEastingNorthingPoint

EDGE OF CONCRETE/PAVEMENT LAYOUT POINTS

Edge of Pavement6478.302455503.351481547.92P002

Edge of Concrete6478.282455537.261481641.85EOC025

Edge of Concrete6478.152455534.241481637.92EOC024

Edge of Concrete6478.042455535.381481630.14EOC023

Edge of Concrete6477.972455536.271481624.11EOC022

Edge of Concrete6477.832455536.931481612.58EOC021

Edge of Concrete6477.752455535.951481601.08EOC020

Edge of Concrete6477.722455533.301481589.63EOC019

Edge of Concrete6477.722455524.761481575.55EOC018

Edge of Concrete6478.132455513.441481561.87EOC017

Edge of Concrete6478.202455500.711481552.75EOC016

Edge of Concrete6478.122455485.111481544.83EOC015

Edge of Concrete6477.902455468.611481535.58EOC014

Edge of Concrete6477.842455464.211481533.90EOC013

Edge of Concrete6477.862455462.121481529.42EOC012

NotesElevationEastingNorthingPoint

EDGE OF CONCRETE/PAVEMENT LAYOUT POINTS

N

Scale in Feet

0510 10 20

TETON PARK ROAD

M O

O S

E W

I L S

O N R

O A

D

R

9'

R

R

:2

O c to b e r

E D

G E

O F

C O

N C

R E

T E

L A

Y O

U T

P O

IN

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

Y N

P G

R T

E p ln la y o u tp o in ts .d g n

SHEET 1 OF 2

POINTS

EDGE OF CONCRETE LAYOUT

PROJECT

NUMBER

SHEET

E.14

NPS PMIS No. 188279 NPS Drwg No. 136/193070

WY NP GRTE 11(1)

EOC026

EOC027

EOC028

EOC029

EOC030

EOC032

EOC033

EOC031

EOC034

EOC035

EOC037

EOC038

EOC039

EOC040

EOC041

EOC042

EOC043

EOC044

EOC045

EOC046

EOC047

EOC048

EOC049

EOC050EOC051

EOC052

EOC053

EOC054

EOC055

EOC056

EOC057

EOC058

Edge of Concrete6478.392455552.611481356.25EOC058

Edge of Concrete6478.302455555.511481360.32EOC057

Edge of Concrete6478.232455554.751481369.57EOC056

Edge of Concrete6478.152455554.801481379.04EOC055

Edge of Concrete6478.052455555.911481388.47EOC054

Edge of Concrete6477.962455557.881481397.55EOC053

Edge of Concrete6477.872455560.991481407.07EOC052

Edge of Concrete6477.802455563.511481412.92EOC051

Edge of Concrete6477.682455569.571481421.44EOC050

Edge of Concrete6477.602455573.651481426.19EOC049

Edge of Concrete6477.562455583.611481436.50EOC048

Edge of Concrete6477.392455595.851481443.43EOC047

Edge of Concrete6477.142455607.971481447.90EOC046

Edge of Concrete6476.952455616.771481450.82EOC045

Edge of Concrete6476.702455634.491481457.92EOC044

Edge of Concrete6476.592455645.161481460.43EOC043

Edge of Concrete6476.542455655.011481462.40EOC042

Edge of Concrete6476.532455674.061481465.40EOC041

Edge of Concrete6476.612455677.281481469.31EOC040

NotesElevationEastingNorthingPoint

EDGE OF CONCRETE/PAVEMENT LAYOUT POINTS

Edge of Concrete6476.702455681.171481499.53EOC039

Edge of Concrete6476.612455678.111481503.42EOC038

Edge of Concrete6476.562455667.021481504.77EOC037

Edge of Concrete6476.522455657.931481507.00EOC036

Edge of Concrete6476.602455648.501481510.39EOC035

Edge of Concrete6476.652455643.351481512.74EOC034

Edge of Concrete6476.892455630.141481523.19EOC033

Edge of Concrete6477.142455619.211481533.80EOC032

Edge of Concrete6476.752455636.481481517.68EOC031

Edge of Concrete6477.252455612.481481544.97EOC030

Edge of Concrete6477.272455604.371481566.52EOC029

Edge of Concrete6477.572455596.521481584.26EOC028

Edge of Concrete6477.762455592.551481598.16EOC027

Edge of Concrete6477.872455588.261481600.68EOC026

NotesElevationEastingNorthingPoint

EDGE OF CONCRETE/PAVEMENT LAYOUT POINTS

EOC036

N

Scale in Feet

0510 10 20

TETON PARK ROAD

M E

N O

R S F

E R

R Y R

O A

D

:3

O c to b e r

E D

G E

O F

C O

N C

R E

T E

L A

Y O

U T

P O

IN

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

Y N

P G

R T

E p ln la y o u tp o in ts .d g n

SHEET 2 OF 2

POINTS

EDGE OF CONCRETE LAYOUT

PROJECT

NUMBER

SHEET

E.15

NPS PMIS No. 188279 NPS Drwg No. 136/193070

WY NP GRTE 11(1)

80'40'0

Scale in Feet

N

.5

R

0.5'R

120.5'R 351.5

'R

111.5'R350.5' R

'R

0.5'R

3' R

.5

R

.5

R

.5

R

310'R

305' R

R

4'

R

R

9'

R

350'R

110'R

R

R

R 1

R

R3

R

TETON PARK ROAD

TETON PARK ROAD

M O

O S

E W

IL

S

O N

R O

A D

R O

A D

M E

N O

R S

F E

R R

Y

'R

.5 R

1.

5'

R

R

15'R

'R

250'R

120'R

.5

R

1.

5'

R

15'R

R

121.5'R

R

:3

S e p te m b e r

M

E D

IA

N

G E

O M

E T

R

IC

C U

R V

E D

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

Y N

P G

R T

E p ln la y o u tp o in ts .d g n

MEDIAN GEOMETRIC CURVE DATA

PROJECT

NUMBER

SHEET

E.16

NPS PMIS No. 188279 NPS Drwg No. 136/193070

WY NP GRTE 11(1)

.5'

R500.5'R

.5'R

3'R

.5

R

.5

R .5

R

.5

R

R

R

R

0.5'R

3' R 3

R

.5 R

.5

R

.5

R

0.

5'

R

0.

5'

R

R

.5 R

SP001

SP002

SP003

SP004

SP005

SP006

SP007

SP008

SP009

SP010

SP011

SP012

SP013

SP014

SP015

SP016

SP017

SP018

SP019

SP020

SP021

SP022

SP023

SP024

SP025

SP026

SP027

SP028

SP029

SP030

SP031

SP032

SP033

SP034

SP035

SP036

SP037

SP038

SP039

SP040

SP041 SP042

SP043

SP044

SP045

SP046

SP047

SP048

SP049

SP050

SP051

SP052

SP053

SP054

SP055

SP056

SP057

SP058

SP059

SP060

SP061

SP062

SP063

SP064

SP065

SP066

SP067

SP068

SP069

SP070

SP071

SP072

SP073

SP074

SP075

SP076

SP077

SP078

SP079

Type 12455659.021481507.20SP010

Type 12455704.201481498.75SP009

Type 12455702.341481468.68SP008

Type 12455656.161481462.12SP007

Type 12455644.291481459.73SP006

Type 12455561.841481407.82SP005

Type 12455558.131481396.47SP004

Type 12455556.031481360.18SP003

Type 12455562.731481314.12SP002

Type 12455565.021481263.30SP001

NotesEastingNorthingPoint

SNOW POLE LAYOUT POINT TABLE

Type 12455438.861481539.25SP020

Type 12455459.251481530.56SP019

Type 12455535.901481623.01SP018

Type 12455532.951481680.51SP017

Type 12455538.491481738.48SP016

Type 12455577.521481733.20SP015

Type 12455577.191481681.22SP014

Type 12455583.521481630.36SP013

Type 12455598.601481580.69SP012

Type 12455647.831481511.22SP011

NotesEastingNorthingPoint

SNOW POLE LAYOUT POINT TABLE

Type 12455514.831481307.66SP030

Type 12455510.361481355.65SP029

Type 12455508.961481404.90SP028

Type 12455509.781481416.89SP027

Type 12455463.391481481.91SP026

Type 12455436.521481482.25SP025

Type 12455404.691481482.67SP024

Type 12455372.861481483.04SP023

Type 12455379.121481520.74SP022

Type 12455413.091481525.20SP021

NotesEastingNorthingPoint

SNOW POLE LAYOUT POINT TABLE

Type 22455540.131481264.13SP040

Type 22455531.151481310.11SP039

Type 22455527.331481356.59SP038

Type 22455529.521481401.07SP037

Type 22455538.461481401.46SP036

Type 22455537.331481358.26SP035

Type 22455546.351481312.04SP034

Type 22455547.381481263.86SP033

Type 22455544.941481244.70SP032

Type 12455523.981481260.78SP031

NotesEastingNorthingPoint

SNOW POLE LAYOUT POINT TABLE

Type 22455622.351481500.88SP050

Type 22455639.561481492.99SP049

Type 22455655.901481482.59SP048

Type 22455654.251481488.52SP047

Type 22455664.151481484.38SP046

Type 22455531.321481416.31SP045

Type 22455532.761481431.30SP044

Type 22455537.581481435.20SP043

Type 22455551.451481434.29SP042

Type 22455542.901481416.15SP041

NotesEastingNorthingPoint

SNOW POLE LAYOUT POINT TABLE

Type 22455481.151481515.84SP070

Type 22455485.531481512.02SP069

Type 22455486.621481493.29SP068

Type 22455468.481481498.76SP067

Type 22455450.381481508.58SP066

Type 22455453.191481501.37SP065

Type 22455437.121481504.85SP064

Type 22455561.051481734.18SP063

Type 22455560.711481680.44SP062

Type 22455566.111481626.97SP061

NotesEastingNorthingPoint

SNOW POLE LAYOUT POINT TABLE

SP080

SP082

SP081

SP083

SP085

SP084

SP086

SP087SP088

SP091

SP090

SP089

SP098 SP097

SP099

SP092

SP093

SP094

SP095

SP096

80400

Scale in Feet

N

Type 22455575.481481573.47SP060

Type 22455571.601481569.59SP059

Type 22455548.161481570.38SP058

Type 22455554.531481625.16SP057

Type 22455549.451481680.47SP056

Type 22455555.781481735.19SP055

Type 22455561.741481754.25SP054

Type 22455640.691481480.54SP053

Type 22455624.671481479.10SP052

Type 22455620.831481483.44SP051

NotesEastingNorthingPoint

SNOW POLE LAYOUT POINT TABLE

M O

O S

E W

IL

S

O N R

O A

D

M E

N O

R S F

E R

R Y R

O A

D

TETO

N

PARK RO

AD

TETON PARK ROAD

the CO.

2. Final snow pole layout must be approved by

1. See Sheets O.4 and O.5 for snow pole details.

NOTE:

:4

S e p te m b e r

S

N O

W P

O L

E L

A Y

O U

T P

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

Y N

P G

R T

E p ln la y o u tp o in ts s n o w p o le s .d g n

SNOW POLE LAYOUT PLAN

PROJECT

E.17

WY NP GRTE 11(1)

Type 12455526.031481481.66SP079

Type 12455519.571481507.65SP078

Type 12455533.381481530.61SP077

Type 12455559.381481537.07SP076

Type 12455582.331481523.27SP075

Type 12455588.801481497.27SP074

Type 12455574.991481474.32SP073

Type 12455549.001481467.84SP072

Type 22455465.301481512.39SP071

NotesEastingNorthingPoint

SNOW POLE LAYOUT POINT TABLE

Type 12455508.031481388.74SP099

Type 12455347.531481485.87SP098

Type 12455344.731481512.54SP097

Type 12455464.031481534.37SP096

Type 12455533.741481637.85SP095

Type 12455593.031481598.29SP094

Type 12455678.171481503.92SP093

Type 12455674.131481464.91SP092

Type 12455573.931481425.71SP091

Type 12455596.031481442.96SP090

NotesEastingNorthingPoint

SNOW POLE LAYOUT POINT TABLE

Type 12455617.201481450.42SP089

Type 12455630.821481523.33SP088

Type 12455612.931481545.17SP087

Type 12455604.771481566.90SP086

Type 12455514.061481563.14SP085

Type 12455533.011481590.40SP084

Type 12455484.641481545.17SP083

Type 12455495.751481456.65SP082

Type 12455481.361481470.92SP081

Type 12455504.861481438.55SP080

NotesEastingNorthingPoint

SNOW POLE LAYOUT POINT TABLE

P002

P003

P004

P005

P006

P007

P008

P001

Break Line6482.552455554.181481496.46P008

Break Line6481.822455560.181481502.46P007

Break Line6482.552455554.181481508.46P006

Break Line6483.102455548.181481502.46P005

Break Line6482.552455554.181481486.46P004

Break Line6481.822455570.181481502.46P003

Break Line6482.552455554.181481518.46P002

Break Line6483.102455538.181481502.46P001

NotesElevationEastingNorthingPoint

CENTER MOUND POINT TABLE

N

40200

Scale in Feet

15% 5%

20'10'12'10'20'

5% 15%

12.1% max

Varies

Roundabout, see typical sections Roundabout, see typical sections

Grade break

Truck apron depth

Curb, concrete, 12-inch depth

Curb, concrete, 12-inch depth

Curb, concrete, 12-inch

72'

Snow pole holder (type 1), typ.

typ. (by others)

Buck and rail fence, Juniperus communis var. depressa, typ. (by others)

Juniperus communis var. depressa, typ. (by others)

Elevation = 6483.10'

(mountable)

Curb, concrete, 12-inch depth

Boulder, typ.

Boulder, typ.

48-54Large (L)

38-44Medium (M)

28-34Small (S)

Approximate Diameter (in)Size

Boulder Sizing

(S)

(S)

(S)

(S)

(M)

(M)

(M)

(M) (M)

(M)

(L)

(L)

(L)

(L)

(L)

(L)

AA

Section A-A

1. Final boulder placement to be approved by CO.

NOTE:

R

6' R

Minor concrete pavement, reinforced, 9-inch depth (colored, rustic brown)

Minor concrete pavement, reinforced, 9-inch depth (colored, champagne)

:4

S e p te m b e r

C

E N

T E

R I

S L

A N

D D

E T

IL

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

Y N

P G

R T

E p ln p p r o u n d a b o u t.

d g n

CENTER ISLAND DETAIL

PROJECT

E.18

WY NP GRTE 11(1)

10'

10'

Existing free draining layer

Native soilsE x c a v a ti o n d e p th s e e n o te

Placed riprap, class 1

Placed riprap, class 1

PLAN VIEW

PROFILE VIEW

whichever is less.

needs to be 10ft deep or reaching free draining layer,

1. Coordinate with CO on excavation depth. Depth of drain

NOTE:

Separation geotextile, non-woven

251-A

SPECIAL

:0

P

O c to b e r

C O

B B

L E

D R

IN

d ja

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

\d m s

\W Y

N

P

G R

T E

(1 p ln d e ta il s

S P

E C

IA

L

.d g n

DETAILCOBBLE DRAIN

PROJECT

E.19

WY NP GRTE 11(1)

Detectable warning panel

Curb and gutter, concrete, 12-inch depth (curb nose), typ.

Curb and gutter, concrete, 12-inch depth (curb nose), typ.

4-inch depth

Median, concrete (colored)

4-inch depth

Median, concrete (colored, champagne)

4-inch depth

Median, concrete (colored, champagne)

4-inch compacted depth

Roadway aggregate, method 2

4-inch compacted depth

Roadway aggregate, method 2

4-inch compacted depth

Roadway aggregate, method 2

Sidewalk, concrete (4-inch depth)

4-inch compacted depth

Roadway aggregate, method 2 pavement details

See typical sections for pavement details

See typical sections for

12-inch depth (spill), typ.

Curb and gutter, concrete, depth (vertical), typ.

Curb, concrete, 12-inch

See O.5 for details

Snow pole holder (type 2)

See O.5 for details

Snow pole holder (type 2)

4-inch compacted depth

Roadway aggregate, method 2

4-inch depth

Median, concrete (colored, champagne)

4-inch compacted depth

Roadway aggregate, method 2

12-inch depth (spill), typ.

Curb and gutter, concrete, 12-inch depth (spill), typ.

Curb and gutter, concrete, 12-inch depth (catch), typ.

Curb and gutter, concrete, Curb, concrete, 12-inch depth (vertical), typ.

rustic brown) 4-inch depth

Median, concrete (colored, rustic brown) 4-inch depth

Median, concrete (colored, 4-inch depth champagne)

(colored, Median, concrete 1'

2' 1'

NO SCALE

2'

4-inch depth

Median, concrete (colored, rustic brown)

4-inch depth

Median, concrete (colored, rustic brown)

Curb and gutter, concrete, 12-inch depth (curb nose), typ.

depth (curb nose), typ.

concrete, 12-inch

Curb and gutter, See layout point sheets

Sidewalk, concrete A

A

B B

SPLITTER ISLAND MEDIAN - PLAN

SECTION A-A

SECTION B-B

Varies

10' Varies

Varies

:5

O c to b e r

M e d ia n d e ta il d ja

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

\d m s

\W Y

N

P

G R

T E

(1 p ln d e ta il s

S P

E C

IA

L

.d g n

MEDIAN DETAIL

PROJECT

E.20

WY NP GRTE 11(1)

3' 2'

1. See E.21 for curb and gutter details.

NOTE:

DEPTH (VERTICAL)

(6) CURB, CONCRETE, 12-INCH

5"

1" R aggregate

Crushed

(SPILL)

CONCRETE, 12-INCH DEPTH

(2) CURB AND GUTTER,

5" 1"

2'-6"

Crushed aggregate

(CATCH)

CONCRETE, 12-INCH DEPTH

(1) CURB AND GUTTER,

5"

2'-6"

1"

R

R aggregate

Crushed

1"

1'

(MOUNTABLE)

(7) CURB, CONCRETE, 12-INCH DEPTH

6" 12"

Crushed aggregate

6" 12"

Crushed aggregate

(5) CURB, CONCRETE, 12-INCH DEPTH

1'

1'

" 1:4

1:4

2" min. clear spaced radially, rebar @ 1'-3"

#4 epoxy coated lap length 1'-3" minimum

#4 epoxy coated rebar, centers, 3" min. clear bars spaced at 2'-6" coated deformed tie

#4 x 2'-0" long epoxy centers, 3" min. clear bars spaced at 2'-6" coated deformed tie

#4 x 2'-0" long epoxy

Truck apron

Truck apron

R

1" R

4-inch depth

Median, concrete (colored, champagne) details

See O.5 for holder (type 2)

Snow pole

4-inch compacted depth

Roadway aggregate, method 2 pavement details

See typical sections for

4-inch depth

Median, concrete (colored, rustic brown)

1'

2' bars spaced at 2'-6" centers, 2" min. clear

#4 x 2'-0" long epoxy coated deformed tie

Crushed aggregate

"16

REINFORCEMENT LENGTHS

(CURB NOSE)

(4) CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

1' Varies

:5

O c to b e r

C U

R B

A N

D G

U T

T E

R D

E T

A d ja

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

\d m s

\W Y

N

P

G R

T E

(1 p ln d e ta il s

S P

E C

IA

L

.d g n

CURB AND GUTTER DETAILS

PROJECT

E.21

WY NP GRTE 11(1)

3. Curb nose length is shown on Median Detail (Sp610-A) catch curb and gutter.

2. "(3)" is shown on sheet E.3 as the transition between spill and match those shown on sheet E.3.

1. Numbers indicated in parenthesis next to curb and gutter names

NOTE:

Curb nose, see Curb Layout Plan

See note 3

SIDEWALK, CONCRETE

Sidewalk, concrete

Roadway aggregate, method 2 reinforcement

W4xW4 welded wire

6"x6"

610-B

SPECIAL

Varies, see point layout sheets and bike path typical sections

2" clr.

:1

O c to b e r

S

ID

E W

A L

K D

E T

A d ja

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

\d m s

\W Y

N

P

G R

T E

(1 p ln d e ta il s

S P

E C

IA

L

.d g n

SIDEWALK DETAILS

PROJECT

E.22

WY NP GRTE 11(1)

1. Roadway excavation and placing conserved topsoil quantities are included on sheet D.3.

NOTE:

:3

O c to b e r

T A

B U

L A

T

IO

N O

F Q

U A

N T

IT

IE

S

B

IK

E P

A

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

Y N

P G

R T

E p ln q ta b .d g n

OPTION X

TABULATION OF QUANTITIES

PROJECT

F.1

WY NP GRTE 11(1)

O S

E W

I L S

O N R

O A

D

M E

N O

R S F

E R

R Y R

O A

D

N

100500

Scale in Feet

Begin BP-01 Begin BP-02

End BP-02

End BP-01

E = 2455602.4291

N = 1481276.0506

225+00.00

See sheet F.3

WY NP GRTE 11(1)

E = 2455598.3718

N = 1481386.1941

250+05.00

See sheet F.4

WY NP GRTE 11(1)

E = 2455622.0795

N = 1481670.3136

229+29.31

See sheet F.3

WY NP GRTE 11(1)

E = 2455457.2992

N = 1481487.4882

251+95.38

See sheet F.4

WY NP GRTE 11(1)

TETON PARK ROAD

TETON PARK ROAD

:2

J u n e

P A

T H

W A

Y A

L

IG

N M

E N

T O

V E

R V

IE

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

Y N

P G

R T

E p ln p p p a th

.d g n

PATHWAY ALIGNMENT OVERVIEW

PROJECT

F.2

WY NP GRTE 11(1)

V

Construction limits

Construction limits

Slope stake limits

Slope stake limits

Profile grade

Existing ground

80400

Scale in Feet

Begin BP-01

End BP-01

E = 2455602.4291

N = 1481276.0506

225+00.00

WY NP GRTE 11(1)

E = 2455622.0795

N = 1481670.3136

229+29.31

WY NP GRTE 11(1)

Match existing

Match existing

Removal of bollard

N08°3 6'39

"W N24°55'34"E

N °4

'2 "E

N08°2 1'54

"WN15°46'33"E N

'1 "W

N11° 49'

49" W

N28°05'09"E

P C

.6

P T

.0

P C

.6

P T .5

P C

.5

P T

.8

P C

.2

P T

.7

P C

.2

P T

.5

P C .5

P T

.2

P C

.2

P T

.0

P O

B

.0

P O

E

.3

224+00 224+50 225+00 225+50 226+00 226+50 227+00 227+50 228+00 229+00 229+50 230+00

6,472 6,472

6,474 6,474

6,476 6,476

6,478 6,478

6,480 6,480

6,482 6,482

6,484 6,484

6,486 6,486

6,488 6,488

224+00 224+50 225+00 225+50 226+00 226+50 227+00 227+50 228+00 228+50 229+00 229+50

6,472 6,472

6,474 6,474

6,476 6,476

6,478 6,478

6,480 6,480

6,482 6,482

6,484 6,484

6,486 6,486

6,488 6,488

+1.43%

+1.00% -1.00%

-1.00% +2.10

.8

.1

.3

.3

.3

.6

SSD = 456'

K = 10

25' VC

SSD = 590'

K = 50

100' VC

K = 8

25' VC

,4

.5 4 6

,4

.4

:0

O c to b e r

B P

B P

S h e e t] d ja p w w o r k \d ja p r o d \d m s \W

Y N

P G

R T

E p ln p p p a th

.d g n

PROJECT

F.3

WY NP GRTE 11(1)

TETON PARK ROAD

TETON PARK ROAD

F E

R R

Y R

O A

D

M E

N O

BIKE PATH

V

W V

W V

AC

2" 268 1991

AC

2" 268 1991

Construction limits

Construction limits

Slope stake limits

Slope stake limits

Profile grade

Existing ground

80400

Scale in Feet

Begin BP-02

End BP-02

E = 2455598.3718

N = 1481386.1941

250+05.00

WY NP GRTE 11(1)

E = 2455457.2992

N = 1481487.4882

251+95.38

WY NP GRTE 11(1)

P C

.9

P T

.7

P C

.1

P T

.7

P C

.7

P T

.1

P C

.8

PT

1+ .09

P O

B

.0

POE 2

+95 .38

N65°04'26 "W

N74° 08'4

8"WN87

°3

6'

"W

N36°19'26"W

N '4

E

249+00 249+50 250+00 250+50 251+00 251+50 252+00 252+50 253+00 253+50 254+00 254+50 255+00

6,468 6,468

6,470 6,470

6,472 6,472

6,474 6,474

6,476 6,476

6,478 6,478

6,480 6,480

6,482 6,482

6,484 6,484

-2.41% +1.66%

+0.94% +4.

+2.00 %2

.6

.7

.7

.8

SSD = 405'

K = 7

20' VC

K = 6

25' VC

,4

.0 5 6 ,4

.7

:1

O c to b e r

B P

B P

S h e e t] d ja p w w o r k \d ja p r o d \d m s \W

Y N

P G

R T

E p ln p p p a th

.d g n

PROJECT

F.4

WY NP GRTE 11(1)R

O

A D

T E T O

N P

A

K

O

SE

W

IL

SO

N R

O

AD

BIKE PATH

1. All quantities on this sheet are included in the Base Schedule.

NOTE:

:5 o v e m b e r

T A

B U

L A

T

IO

N O

F Q

U A

N T

IT

IE

F

W F

L H

D

M o o s e W il s o n R o a d

P h a s e

\D r a w in g s \D

G N

\g r te ta b u la te d q u a n ti ti e s

D e a th

C a n y o n .d g n

TABULATION OF QUANTITIES

STATE PROJECT

NUMBER

SHEET

WY NPS GRTE 2020(1) G.1

NPS Drwg No. 136/167343NPS PMIS No. 312456

11.12.25

3. All wayfinding sign posts to be hand hewn.

2. Refer to details for sign post sizing.

1. All quantities on this sheet are included in the Base Schedule.

NOTE:

:3 o v e m b e r

T A

B U

L A

T

IO

N O

F Q

U A

N T

IT

IE

W F

L H

D

M o o s e W il s o n R o a d

P h a s e

\D r a w in g s \D

G N

\g r te ta b u la te d q u a n ti ti e s

D e a th

C a n y o n .d g n

TABULATION OF QUANTITIES

STATE PROJECT

NUMBER

SHEET

WY NPS GRTE 2020(1) G.2

NPS Drwg No. 136/167343NPS PMIS No. 312456 concrete (4-inch depth)

Sidewalk, exposed aggregate

4-inch compacted depth

Roadway aggregate, method 2

Native ground from northwest to southeast

Approximately 5% existing slope

1V:4H concrete pavement

Edge of asphalt

(seeding by others) topsoil, 4-inch depth

Placing conserved slope of 4.95%

Max sidewalk running

[3] Max sidewalk ramp running slope of 7.95%.

[2] Sections AA and BB located on sheet G.6.

[1] See cut and fill section details on this sheet.

1V:4 H concrete pavement

Edge of asphalt

(seeding by others) topsoil, 4-inch depth

Placing conserved

2% 2% see detail on sheet G.25 aggregate, 12-inch depth (spill), Curb and gutter, exposed two lifts)

4-inch compacted depth (place in

Asphalt concrete pavement, type 1 Tack coat between lifts

6-inch compacted depth

Roadway aggregate, method 2

Concrete sidewalk section

Travel wayParking stalls Parking stalls

Fence (wood rail), see O sheets

Concrete sidewalk section see detail on sheet G.25 aggregate, 12-inch depth (catch), Curb and gutter, exposed not disturb)

Protected area (do

C o n s tr u c ti o n

L im it

Embankment two lifts)

4-inch compacted depth (place in

Asphalt concrete pavement, type 1

6-inch compacted depth

Roadway aggregate, method 2

Tack coat between lifts

Travel way

Fence (wood rail), see O sheets on sheet G.25

Boulder, see detail

Embankment

Embankment

Embankment

6-inch compacted depth

Roadway aggregate, method 2 two lifts)

4-inch compacted depth (place in

Asphalt concrete pavement, type 1 reinforcement

6"x6" W4xW4 welded wire two lifts)

4-inch compacted depth (place in

Asphalt concrete pavement, type 1

6-inch compacted depth

Roadway aggregate, method 2

[1]

[1]

[1]

[3]

Varies

Varies [1]

C o n s tr u c ti o n

L im it

C le a r in g L im it

C le a r in g L im it

C o n s tr u c ti o n

L im it

C le a r in g L im it

C o n s tr u c ti o n

L im it

C le a r in g L im it

Protected area (do not disturb)

(do not disturb)

Protected area

(do not disturb)

Protected area cross slope 1.8%

Max sidewalk

[2]

[2]

DEATH CANYON TRAILHEAD AREA

EXISTING TYPICAL SECTION

FOOTNOTE:

NO SCALE

CONCRETE SIDEWALK SECTION FILL SECTION DETAIL

TYPICAL PARKING LOT SECTION

DEATH CANYON TRAILHEAD B-B

TYPICAL PARKING LOT SECTION

DEATH CANYON TRAILHEAD A-A

CUT SECTION DETAIL

°30

6'1' 20' 26' 20' 6' 1'

1'

26'

1'

3' 2' 3'2'

3' 2'

3'2'

1' 1'

:2 o v e m b e r

T Y

P

IC

A L

S E

C T

IO

W

F L

H D

M o o s e W il s o n R o a d P h a s e

\D r a w in g s \D

G N

\g r te ty p D e a th

C a n y o n .d g n

TYPICAL SECTIONS

STATE PROJECT

NUMBER

SHEET

WY NPS GRTE 2020(1) G.3

NPS Drwg No. 136/167343NPS PMIS No. 312456

B

C P

C P

B A A

L

L

EX

EX

Death Canyon Road and guy wire support by others

Removal of overhead power pole and utility poles by others

Removal of overhead power

Removal of sign

Removal of sign

Removal of fence, barbed wire new location) gate (see G.6 for

Remove and reset

Placing conserved topsoil, 4-inch depth

Roadway obliteration, method 1 and

N

Scale in Feet

0 40 80

Removal of delineator

Removal of delineator

Removal of delineator and utility poles by others

Removal of overhead power

Placing conserved topsoil, 4-inch depth

Roadway obliteration, method 1 and existing tree place, Protect in existing tree

Protect in place, Protect in place, existing tree

Protect in place, existing tree

Protect in place, existing tree

Protect in place, existing tree

Clearing and grubbing limits

Clearing and grubbing limits

Clearing and grubbing limits

Protected area (do not disturb)

Protected area (do not disturb)

Protected area (do not disturb)

Protected area (do not disturb)

Removal of sign

Slope stake limits

Slope stake limits

Slope stake limits

Slope stake limits

Slope stake limits

Slope stake limits

Removal of delineator inch depth and Placing conserved topsoil, 4-

Roadway obliteration, method 1 existing tree

Protect in place, existing tree

Protect in place, Clearing and grubbing limits existing tree

Protect in place, existing tree

Protect in place, existing tree

Protect in place, NOTE:

required by Section 203.

1. Protect trees within the construction limits as

Temporary bypass road, see Sheet G.14

Protect in place, existing tree existing tree

Protect in place, LEGEND:

Temporary bypass road

Roadway obliteration

Preserve and protect grubbing limits

Clearing and

Slope stake limits

Whitegrass Ranch Rd

S k y R a n ch R d location see sheet G.15 for new

VEHICLE ACCESS"),

("ROAD CLOSED TO

Remove and reset sign

Clearing and grubbing limits infrastructure and concrete pad

Protect in place, existing electrical

.0

P

:3 o v e m b e r

D E

M O

L

IT

IO

N

P L

W F

L H

D

M o o s e W il s o n R o a d

P h a s e

\D r a w in g s \D

G N

\g r te p ln s h ts

D e a th

C a n y o n .d g n

DEMOLITION PLAN

STATE PROJECT

NUMBER

SHEET

WY NPS GRTE 2020(1) G.4

NPS Drwg No. 136/167343NPS PMIS No. 312456

4+

.0

P

Slope stake limits

Slope stake limits

Slope stake limits

4.40% 4.30%

N

Scale in Feet

0 40 80

Death Canyon Road roll (excelsior fiber)

Soil erosion control, fiber

Slope stake limits

Soil erosion control, fiber roll (excelsior fiber)

Slope stake limits

Soil erosion control (excelsior fiber) roll (excelsior fiber)

Soil erosion control, fiber

Slope stake limits

1.5%

1.

0%

1.5%

1.

0%

4.37% 3.74%

7.20%

4.

3.15%

4.44% roll (excelsior fiber)

Soil erosion control, fiber

Soil erosion control, temporary culvert pipe (12-inch) culvert pipe (12-inch)

Soil erosion control, temporary

Temporary bypass road, see Sheet G.14

LEGEND:

Temporary culvert

Temporary bypass road

Soil erosion control, stabilized construction exit

Soil erosion control, fiber roll (excelsior fiber)

Whitegrass Ranch Rd

S k y R a n ch R d

:0 o v e m b e r

E R

O S

IO

N

C O

N T

R O

L P

L

W F

L H

D

M o o s e W il s o n R o a d

P h a s e

\D r a w in g s \D

G N

\g r te p ln s h ts

D e a th

C a n y o n .d g n

EROSION CONTROL PLAN

STATE PROJECT

NUMBER

SHEET

WY NPS GRTE 2020(1) G.5

NPS Drwg No. 136/167343NPS PMIS No. 312456

(temporary), see sheet P.2 stabilized construction exit

Soil erosion control, .0

P

Death Canyon Road

Slope stake limits

Slope stake limits

Slope stake limits

B

N

Scale in Feet

0 40 80

Fixture, bench, see sheet G.23

Fixture, kiosk, see sheet G.22

G.20-G.21

Fixture, vault toilet, see sheets

G.21

Fixture, vault toilet, see sheets G.20-

(BearSaver CE340)

Fixture, trash receptacle road

Match existing

Match existing road concrete (4-inch depth)

Sidewalk, exposed aggregate concrete (4-inch depth)

Sidewalk, exposed aggregate concrete (4-inch depth)

Sidewalk, exposed aggregate concrete (4-inch depth)

Sidewalk, exposed aggregate concrete (4-inch depth)

Sidewalk, exposed aggregate

Fence (wood rail), see O sheets, typ.

see O sheets, typ.

Fence (wood rail), (catch) aggregate, 12-inch depth

Curb and gutter, exposed (catch) aggregate, 12-inch depth

Curb and gutter, exposed aggregate, 12-inch depth (spill)

Curb and gutter, exposed

12-inch depth (spill)

Curb and gutter, exposed aggregate, aggregate, 12-inch depth (catch)

Curb and gutter, exposed (catch) aggregate, 12-inch depth

Curb and gutter,exposed aggregate, 12-inch depth (spill)

Curb and gutter, exposed aggregate, 12-inch depth (spill)

Curb and gutter, exposed two equal lifts)

4-inch compacted depth (place in

Asphalt concrete pavement, type 1

(river rock inlay), see O sheets

Median, exposed aggregate concrete concrete (4-inch depth)

Sidewalk, exposed aggregate

(seeding by others) depth, within landscape areas

Placing conserved topsoil, 4-inch

LEGEND

Catch basin, FLH type 1 (grate type B)

(grate type B)

Catch basin, FLH type 1

(grate type B)

Catch basin, FLH type 1

A A B this sheet) geotextile, non-woven (see details on

Placed riprap, class 2 and separation this sheet) geotextile, non-woven (see details on

Placed riprap, class 2 and separation

(new location)

Remove and reset gate limits stake

Slope

Boulder, see sheet G.25, typ.

aggregate, 12-inch depth (catch)

Curb and gutter, exposed culvert (RCP)

18-inch pipe see sheet G.25

18-inch pipe culvert (RCP with critter control), see sheet G.25 critter control), culvert (RCP with

18-inch pipe see O sheets

Fence (wood rail), rack, see sheet G.24

Fixture, bicycle storage

2. See sheet G.12 for catch/spill gutter locations.

1. Sheet sheet G.2 for sections A-A and B-B.

NOTE:

Detectable warning panel, see sheet G.25, typ.

see detail sheets L.17-L.18

Gate, metal, 24 feet width, culvert (RCP)

18-inch pipe

Detectable warning panel

Detectable warning panel aggregate, 12-inch depth (catch)

Curb and gutter, exposed warning panel

Detectable

Whitegrass Ranch Rd

S k y R a n ch R d aggregate, 12-inch depth (spill)

Curb and gutter, exposed

Match existing grade

Match existing grade

PLACED RIPRAP DETAILS

Pipe culvert slopes

1V:2H side

Geotextile barriers, see Section D

Boulders and logs for

18'

18'

18'

18'

(BearSaver CE340)

Fixture, trash receptacle

9'

50.1'

48.7'

30.

4'

2'

6'

.5

3'

Catch basin, FLH type 1 (grate type B)

:0 o v e m b e r

S

IT

E P

L

W F

L H

D

M o o s e W il s o n R o a d

P h a s e

\D r a w in g s \D

G N

\g r te p ln s h ts

D e a th

C a n y o n .d g n

SITE PLAN

STATE PROJECT

NUMBER

SHEET

WY NPS GRTE 2020(1) G.6

NPS Drwg No. 136/167343NPS PMIS No. 312456 panel warning

Detectable

CB01

CB02

CB03

CB04 CB05

CB06

CB07

CB08

CB09

CB10

CB11

CB12

Scale in Feet

0 40 80

N

0.97%

0.96%

.9

.9

' 6

LEGEND:

IE = Invert Elevation

CB = Catch Basin

Culvert IE (Outlet)6586.452443172.541476278.10CB12

Culvert IE (Out)6587.132443119.831476325.66CB11

Culvert IE (In)6587.232443119.541476327.24CB10

Rim Elevation6591.002443118.031476325.62CB09

Culvert IE (Out)6588.312443197.151476410.86CB08

Rim Elevation6591.112443196.951476410.64CB07

Culvert IE (Outlet)6590.182443106.941476301.95CB06

Culvert IE (Out)6591.622443017.221476420.91CB05

Culvert IE (In)6591.722443016.921476422.49CB04

Rim Elevation6596.122443015.411476420.87CB03

Culvert IE (out)6592.832443094.531476506.10CB02

Rim Elevation6596.572443094.331476505.89CB01

NotesElevationEastingNorthingPoint

DJA Layout Table

DESCRIPTIONELEVATIONEASTINGNORTHINGPOINT

CATCH BASIN LAYOUT POINT TABLE

DESCRIPTIONELEVATIONEASTINGNORTHINGPOINT

CATCH BASIN LAYOUT POINT TABLE

:1 o v e m b e r

C A

T C

H B

A S

IN

L

A Y

O U

T P

L

W F

L H

D

M o o s e W il s o n R o a d

P h a s e

\D r a w in g s \D

G N

\g r te p ln

L a y o u t_ P o in ts v

D e a th

C a n y o n .d g n

POINT TABLE

AND CATCH BASIN LAYOUT PLAN

STATE PROJECT

NUMBER

SHEET

WY NPS GRTE 2020(1) G.7

NPS Drwg No. 136/167343NPS PMIS No. 312456

P028

P029

P030

P031

P032

P033

P034

P035

P036

P037

P038

P039

P040

P041

P042

P043

P001

P002

P003

P004

P005

P006 P007

P008

P009

P010

P011

P012

P013

P014

P015 P016

P017

P018

P019

P020

P021

P022

P023 P024

P025

P026

P027 P046

P047

P044

P045

P048

P049

Scale in Feet

0 40 80

N

1.5%

1.

0%

7.20%

4.37% 3.74%

4.44%

3.15%

4.30%4.40%

1.

0%

1.5%

' 6

ADA Parking

ADA Parking

R

R

'R

71' R

45'R

R

R

25' R

R

R

R

R

R

R

:1 o v e m b e r

P A

V E

M E

N T

L A

Y O

U T

P L

W F

L H

D

M o o s e W il s o n R o a d

P h a s e

\D r a w in g s \D

G N

\g r te p ln

L a y o u t_ P o in ts v

D e a th

C a n y o n .d g n

PAVEMENT LAYOUT PLAN

STATE PROJECT

NUMBER

SHEET

WY NPS GRTE 2020(1) G.8

NPS Drwg No. 136/167343NPS PMIS No. 312456

LEGEND:

PT = Point of tangent

PC = Point of curve

Edge of Pavement - PT/PC6602.852443022.231476631.62P049

Edge of Pavement - PC6603.502443010.711476643.56P048

Pavement - ADA Parking Corner6601.062442994.931476528.57P047

Pavement - ADA Parking Corner6601.322442960.021476535.06P046

Pavement - ADA Parking Corner6595.552443131.191476498.97P045

Pavement - ADA Parking Corner6594.912443140.251476464.64P044

Pavement - ADA Parking Corner6595.102443153.171476478.56P043

Pavement - ADA Parking Corner6600.872442982.011476514.65P042

Edge of Pavement - Mid Point6603.882442978.681476611.42P041

Edge of Pavement - Mid Point6604.612442957.481476598.47P040

Edge of Pavement - Mid Point6603.402442945.671476569.95P039

Edge of Pavement - Mid Point6604.422442919.771476572.51P038

Edge of Pavement - Mid Point6605.512442938.601476616.34P037

Edge of Pavement - PT/PC6605.022442971.321476636.36P036

Edge of Pavement - Mid Point6605.272442987.211476649.92P035

Edge of Pavement - PC6605.512442987.251476670.81P034

Edge of Pavement - PT6605.602442984.051476677.82P033

Edge of Pavement - PC6605.712442978.111476685.94P032

Edge of Pavement - PT6605.042442994.061476679.98P031

Edge of Pavement - PC6605.622442985.161476691.86P030

Edge of Pavement - Tie to Existing6605.782442973.791476689.85P029

Edge of Pavement - Tie to Existing6605.902442979.671476696.63P028

Edge of Pavement - PT6586.932443221.841476299.10P027

Edge of Pavement - Mid Point6588.432443186.481476300.63P026

NotesElevationEastingNorthingPoint

DJA Layout Table

Edge of Pavement - PT6589.932443155.641476318.00P025

Edge of Pavement - PT6589.382443173.331476337.06P024

Edge of Pavement - Mid Point6588.502443193.401476325.69P023

Edge of Pavement - PT/PC6588.092443218.891476325.01P022

Edge of Pavement - Mid Point6588.172443234.851476335.57P021

Edge of Pavement - PC6588.602443238.671476354.32P020

Edge of Pavement - PT6589.972443231.141476393.06P019

Edge of Pavement - Mid Point6590.522443225.831476407.69P018

Edge of Pavement - PC6591.062443216.281476419.98P017

Edge of Pavement - PT6591.722443233.761476439.23P016

Edge of Pavement - Mid Point6590.882443248.281476420.82P015

Edge of Pavement - PC6590.032443256.501476398.85P014

Edge of Pavement - Mid Point6588.752443265.221476353.95P013

Edge of Pavement - Mid Point6586.392443242.931476297.60P012

Edge of Pavement - PC6586.002443254.221476285.47P011

Edge of Pavement - PT6587.462443274.001476308.80P010

Edge of Pavement - Mid Point6587.562443278.651476304.78P009

E…