Plans_3_of_3_MT_PARK_2013(1).pdf

PDF 4 MB Posted Aug 27, 2014

Attached to: MT PARK 2013(1) Gardiner Gateway, Phase I Federal contract opportunity
Solicitation number: DTFH70-14-R-00010
Issued by: Department of Transportation Federal Highway Administration

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From the source

Preliminary Plan sheets 3 of 3

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Other files for this federal contract opportunity

Other files attached to MT PARK 2013(1) Gardiner Gateway, Phase I, newest first.
File	Type	Posted
A003_Gardiner.pdf	PDF	Feb 3, 2015
A002_MT_PARK_2013(1)_Part1.pdf	PDF	Jan 23, 2015
A002_MT_PARK_2013(1)_Part2.pdf	PDF	Jan 23, 2015
A002_MT_PARK_2013(1)_Part3.pdf	PDF	Jan 23, 2015
AMENDMENT_A001_Gardiner.pdf	PDF	Jan 7, 2015
Plan_Request_for_Internet_Gardiner.pdf	PDF	Dec 22, 2014
RFP_Gardiner_.pdf	PDF	Dec 22, 2014
http //www.wfl.fhwa.dot.gov/contracting/construction/plans/gardiner/	—	Dec 22, 2014
Physical_Data_Request_Form_Gardiner.pdf	PDF	Dec 22, 2014
Project_Description_MT_PARK_2013(1).pdf	PDF	Aug 27, 2014
Prelims_Transmittal_Letter_MT_PARK_2013(1).pdf	PDF	Aug 27, 2014
Plans_2_of_3_MT_PARK_2013(1).pdf	PDF	Aug 27, 2014
Plans_1_of_3_MT_PARK_2013(1).pdf	PDF	Aug 27, 2014

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PRELIM

ARY

NOT FOR C

ONSTRUCTIO

N -2% min.

FOOTNOTE:

NOTE:

outlet and connector pipes appurtenances for connecting

Furnish and install fittings and through geotextile

Penetrate outlet pipe

Type I-A geotextile

12"

WALL DRAINAGE DETAIL

WALL DRAINAGE DETAILS

MASONRY FACING

MSE WALL WITH

Select granular backfill

4" dia. wall drain outlet

4" dia. wall collector drain

NO SCALE

layout details.

See Sheets G.__, G.__, G.__, and G.__ for additional drainage draining slope toward wall drain outlets.

Install wall collector drains as shown with a minimum 2% positive

12"

Finished grade

Top of subgrade

Geogrid

Stone masonry

Mortar

4 (typ.)

Geotextile, type I-A (nonwoven)

Triangle tie, (typ.)

18" w e ld e d w ir e f a c e p a y l im it s v a r ie s

M e c h a n ic a ll y s ta b li z e d e a r th w a ll

MSE WALL

Sand, 2" max. depth

Width varies

Stage

S to n e m a s o n r y w a ll f a c in g p a y l im it s v a r ie s

(typ.)

18" Capstone m in

Toe of MSE wall min.

for outlet pipe

Drill hole ground

Existing conserved material

Backfill with suitable

Top of MSE wall and backfill limits

Wall excavation see This sheet for details

Install wall drainage, backfill, all lifts

Select granular m a x

.5 li ft ty p backfill

Structural

Granular backfill

Minimum 6" leveling pad

8"-10" (typ.)

14"

G.4

STATE PROJECT

NUMBER

SHEET

PARK 2013(1)

J u ly

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 w d .d g n

C h e c k e d b y

D e s ig n e d b y

6" Topsoil seirav epolS material

Suitable conserved wall facing masonry

Stone

4" to 6" (typ.)

Outlet pipe spacing not to exceed 50-feet.

Cut geotextile and penetrate pipe according to Section 605.

Fasten screen to end of wall drain outlet.

See Sheets G.__ and G.__ for details.

"8 3concrete paver, 8" x 8" x 2

Stage, precast

See Sheet G.8 for details seat wall.

30" Stone masonry and backfill limits Wall excavation

ARY

NOT FOR C

ONSTRUCTIO

FOOTNOTE:

NOTE:

Geotextile, type I-A (nonwoven)

12"

Top & bottom

(typ.)

.5 m a x

4' lap

(See tables this sheet)

Top of wall

S e e t a b le s o n t h is s h e e t)

LIFT DIMENSIONS DETAIL

Geogrid (typ.)

NO SCALE

(See Sheet F.X)

Wall excavation, SHEET 1 OF 2

MASONRY FACING DETAILS

MSE WALL WITH

reinforcement length.

Extend select granular backfill a minimum 12-inch past prevent contact between the two layers.

geogrid reinforcement lap and overlaying geogrid layer to

Place a thin layer (2" typ.) of select granular backfill between geogrid reinforcement and geotextile type I-A.

Place a thin layer (2" typ.) of select granular backfill between length.

Extend top course lap to match top course reinforcement design elevation.

Vary thickness of top lift as needed to construct subgrade to the

Stationing shown in the table is along the roadway centerline.

See Sheets F.XX-XX for additional details.1.

Toe of MSE wall W a ll h e ig h t H v a r ie s select granular backfill

Min. 6" leveling pad

Base reinforcement length of base reinforcement

Bottom geotextile to cover full

(Welded wire forms not shown)

Geogrid lap for top course

Reinforcement length (L)

14"

G.5

STATE PROJECT

J u ly

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 e .d

C h e c k e d b y

D e s ig n e d b y

18"

Select granular backfill, (all courses)

ARY

NOT FOR C

ONSTRUCTIO

SHEET 2 of 2

MASONRY FACING DETAILS

MSE WALL WITH

(ALL LIFTS)

LIFT DETAIL

Top of form

Geogrid

Geotextile, type I-A (nonwoven) wire, typ.

Longitudinal

(PLAN VIEWS)

GEOGRID BUTT DETAIL

Adjacent geogrids

TANGENT WALL FACE

backside without overlap

Butt adjacent geogrids at

Wall face

CURVE LEFT WALL FACE

Adjacent geogrids

Backside overlap acceptable

Wall face

Reinforcement length L

CURVE RIGHT WALL FACE

Adjacent geogrids

Backside separation acceptable

Reinforcement length L

Wall face

(PROFILE VIEW)

WELDED WIRE FORM LAYOUT DETAIL

18"

96"

WELDED WIRE FORM DETAIL

Longitudinal wires

Transverse wires

Top of form

STONE MASONRY ANCHOR DETAIL

masonry

Stone

Mortar

Geogrid type I-A (nonwoven)

Geotextile, Welded wire form Triangle tie

TRIANGLE TIE CONNECTION DETAIL

Welded wire form

Triangle tie

TRIANGLE TIE DETAIL

NOTE:

FOOTNOTE:

wire, (typ.)

Transverse wall face without overlap

Butt adjacent geogrids at wall face without overlap

Butt adjacent geogrids at

Reinforcement length (L) wall face without overlap

Butt adjacent geogrids at

(typ.)

ty p

Average masonry pitch line wire form longitutdinal wire of welded

Attach triangle tie to single

4 x 4 - W4-7 - W4-7

16" O.C. (min.)

Support struts spaced conforming to Subsection 725.34.

-inch diameter galvanized steel triangle wire ties 4 1Provide structure. See Section 620 for additional requirements.

Match stone pattern of existing masonry wall directly adjacent to

96"

" typ.2

6" (max.)

4" (min.)

center spacing, both vertically and horizontally.

Install triangle ties to welded wire forms at 16-inch maximum on designed alignment curvature.

requriements, and field cut bottom transverse wires to meet the

Field cut transverse wires to meet welded wire form layout support strut lengths.

The contractor is responsible for determining the appropriate

4 x 4 - W4-7 x W4-7

Welded wire form

(max.)

1" (mi n.)

G.6

STATE PROJECT

A p r il

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 f.

C h e c k e d b y

D e s ig n e d b y spaced 16" O.C. (min.)

No. 4 wire support struts

40" min.

60" max.

form joints, typ.

Stagger welded wire

Machine direction)

(roll

Machine direction)

(roll

NO SCALE

Underlying mats

Return mat 4' min.

Wall end or wall edge at multiple lifts

18"

Uniaxial geogrid

Welded wire form (see detail this sheet) length (L)

Uniaxial geogrid reinforcement

RETURN MAT DETAIL

MSE WALL FACING AND

8"-10" bend transverse wires

Connect reinforcement or

ARY

NOT FOR C

ONSTRUCTIO

FRONT VIEW

PLAN (B-B)

R o w h e ig h ts v a r y

B B

A A

18"-20"

Varies

(approx.)

2" Mortar 24"-30"

G.7

STATE PROJECT

J u ly

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

C h e c k e d b y

D e s ig n e d b y

(approx.)

2" Mortar

NO SCALE

(typ.)

18" Capstone

SECTION C-C

12"

T h ic k

Varies 4"-5"

Stone relief

10"

1" Mulch

4" Topsoil seira V

V a r ie s

S to n e r e li e f

BOTTOM ROW ONLY

PLAN (A-A)

TYPICAL SECTIONS

MSE WALL VENEER

ARCH PARK STAGE

ARY

NOT FOR C

ONSTRUCTIO

NO SCALE

END WALL DETAILS

ARCH PARK STAGE

2'-9"

3" (typ.)

2'-9"

3" (typ.)

2'-9"

2'-9"width x 6" depth Capstone

2'-9" width x 6" depth Capstone

See Sheet G.4 for details MSE Wall, 12"

Varies 4"-5"

Stone relief

10"

1" Mulch

4" Topsoil seiraV

2'-9"width x 6" depth Capstone

Stage

See Sheet ___ for details Stone masonry pillar, Slope -2%

2-inch depth Concrete pavers, 1-inch depth Sand leveling course, 2'-2"

1'-1"

See Sheet ___ for details Stone masonry pillar, G.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 w g a .d

C h e c k e d b y

D e s ig n e d b y

ARY

NOT FOR C

ONSTRUCTIO

LOOP DRIVEWAY

YELLOWSTONE ASSOCIATION

N (saw cut existing sidewalk)

Construct stone curb stone curb

Construct Construct retaining wall

Construct seat wall

Yellowstone National Park

North Boundary

ARCH

HOUSE

YELLOWSTONE

ASSOCIATION

402+55 to 402+97, LT

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

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

Construct stone masonry, seatwall, 20-inch height

Construct stone masonry seatwall, (20-inch height)

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

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 g b .d

R J o h n s o

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

R=16.5'

W.PARK ST. (PSWØ3)

EXISTING WALL

CONNECTION TO

NEED TO SHOW

EXISTING WALL

CONNECTION TO

NEED TO SHOW

SECTION A

S E

C T I O

SECTION B

SECTION C

SECTION D

(3' X 3') masonry, pillar

Construct stone

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

403+73 to 404+03, LT

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

Construct stone masonry, ARY

NOT FOR C

ONSTRUCTIO

"8 313'-5

SECTION C'-C' SECTION A'-A'

SECTION A-A

SECTION B-B

G.10a

STATE PROJECT

A u g u s t

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 g 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

MODIFICATIONS

COBBLE STONE WALL

ARCH HOUSE

Proposed stone masonry pillar

1" mulch

4" topsoil

Proposed cobble wall

Proposed stone masonry pillar

Existing cobble wall

Existing stairs sidewalk grade

Finished sidewalk grade

Finished

Yellowstone Association

Existing cobble wall at corner of

Yellowstone Association

Existing cobble wall at corner of excavated backfill

Fill with suitable

"8 313'-5

Extend handrail

Existing cobble wall

Proposed cobble wall

SECTION C-C

12"

5'-10"

ARY

NOT FOR C

ONSTRUCTIO

P C

9 4

G.11

STATE PROJECT

C h e c k e d b y

D e s ig n e d b y

J u ly

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 i.

d g n

LAYOUT PLAN

PLAZA

YA PEDESTRIAN

ARY

NOT FOR C

ONSTRUCTIO

G.12

STATE PROJECT

C h e c k e d b y

D e s ig n e d b y

J u ly

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 ia .d g n

PLAN

LOT BUMPOUT LAYOUT

PARK STREET PARKING

ARY

NOT FOR C

ONSTRUCTIO

P O

G.13

STATE PROJECT

C h e c k e d b y

D e s ig n e d b y

J u ly

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 ib .d g n

LAYOUT PLAN

PEDESTRIAN PLAZA

ENTRANCE SIGN

ARY

NOT FOR C

ONSTRUCTIO

FOOTNOTE:

pattern of Roosevelt Arch at a location to be determined by the CO.

Provide stones and construct a stone pattern to match the stone

POCKET PARK

STONE MASONRY SEATWALL

(20-INCH HEIGHT)

Excavation slope

Concrete footing, 6" depth

Bed course, 6" depth

#4 rebar, spaced 24" OC epoxy rebar in stone cap

Drill 1"Ø x 2" bore hole

Backfill material

4" asphalt pavement

Concrete sidewalk or

:1 S lo p e

3" typ.

with flat top

4" stone masonry cap

1'-6"

(6"x8"x10")

Concrete masonry units

(6"x8"x16")

Concrete masonry units veneer facing

Stone masonry

:1 S lo p e

Excavation slope

ENTRANCE SIGN

STONE MASONRY SEATWALL

(36-INCH HEIGHT)

Excavation slope

Concrete footing, 6" depth

Bed course, 6" depth

#4 rebar, spaced 24" OC

Backfill material

4" asphalt pavement

Concrete sidewalk or1 :1 S lo p e

3" typ.

Concrete masonry units (6"x8"x10")

1'-6"

Stone masonry facing

:1 S lo p e

Excavation slope

PARKING LOT

YELLOWSTONE ASSOCIATION

G.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 w m .d

C h e c k e d b y

D e s ig n e d b y epoxy rebar in stone cap

Drill 1"Ø x 2" bore hole with flat top

4" stone masonry cap

(6"x8"x16")

Concrete masonry units seirav epolS

1" mulch

4" topsoil ex ca va te d m at er ia l

Ba ck fil l w ith s ui ta bl e

#4 rebar (typ.)

STONE MASONRY SEATWALL

(52-INCH HEIGHT)

Excavation slope

Concrete footing, 6" depth

Bed course, 6" depth asphalt pavement

Concrete sidewalk or

:1 S lo p e

Concrete masonry units (6"x8"x10")

Stone masonry facing

:1 S lo p e epoxy rebar in stone cap

Drill 1"Ø x 2" bore hole with flat top

4" stone masonry cap

(6"x8"x16")

Concrete masonry units

#4 rebar (typ.)

1' -6"

24"

Construct sidewalk, concrete 4-inch depth

3" typ.

SEATWALL DETAILS

parking area

Association paved

Proposed Yellostone slope

Excavation

YELLOWSTONE ASSOCIATION LOOP DRIVEWAY

W. PARK ST

YELLOWSTONE ASSOCIATION PEDESTRIAN PLAZA

material

Suitable excavated

2 Fill all voids and CMU cells with grout.

epoxy rebar in stone cap

Drill 1"Ø x 2" bore hole

Backfill material with flat top

4" stone masonry cap

(6"x8"x16")

Concrete masonry units veneer facing

Stone masonry

#4 rebar, spaced 24" OC

YELLOWSTONE ASSOCIATION LOOP DRIVEWAY

COBBLE STONE FACING

COBBLE S

TONE F

ACI

UPDATE T

SHOW

Association loop driveway building frontage. See detail this sheet.

Construct cobble stone facing on seatwalls along Yellowstone

ARY

NOT FOR C

ONSTRUCTIO

NO SCALE

3" (typ.)

2'-9"

See Sheet ___ for details Stone masonry pillar, PILLAR DETAILS

ARCH PARK STAGE

G.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 w g b .d

C h e c k e d b y

D e s ig n e d b

ARY

NOT FOR C

ONSTRUCTIO

Fencing (all types)

Pavers

Square cone curb @ ADA ramps

Snow pole holders

Stone inlay rumble strip

(see Gibbon Falls project)

All curb transitions

Wayside exhibits (change to

WY YELL 10(16) Sheet W.11)

OUTSTANDING DETAILS

NO SCALE

Match top of curb grade

FOOTNOTE:

See Sheet X.X for Plan locations.

expansion joint filler non-extruding

" preformed 4 3 to concrete surface

Apply broom finish

6" x 6" W4.0 x W4.0 WWF

SHEET 1 OF 4

ROADWAY DETAILS

ADJACENT TO CONCRETE CURBING

SIDEWALK, CONCRETE, (4-inch DEPTH)

MASONRY EDGING

ADJACENT TO STONE CURBING AND

SIDEWALK, CONCRETE, (4-inch DEPTH)

Match top of curb grade

Stone masonry curb.

See Sheet x.x for details to concrete surface

Apply broom finish

6" x 6" W4.0 x W4.0 WWF ground

Match existing

Roadway structure.

See Section C for details

Roadway structure

See Section C for details

Sidewalk, concrete, 4" depth

Bed course, 4" depth

6" Bed course

3" Crushed base course See G_Sheets concrete, 11' depth (sloping).

Construct curb and gutter

H.1

STATE PROJECT

J u ly

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 h a .d

A h la

E a g le T e a m

C h e c k e d b y

D e s ig n e d b y

Match top of curb grade

6" Bed course

Match top of curb grade

Stone masonry curb.

See Sheet x.x for details

4" preformed non-extruding expansion joint filler

6" Bed course

See Section C for details

Roadway structure, non-extruding expansion joint filler

" preformed4

Width Varies

Sidewalk, concrete, 4" depth 4" preformed non-extruding expansion joint filler

4" depth

Bed course, Variable

ARY

NOT FOR C

ONSTRUCTIO

Road structure, see C Sheets

Expansion joint

DETAIL

NO SCALE

(SLOPED)

CONCRETE, 12-INCH DEPTH

CURB AND GUTTER,

24"

(see Note 2)

3" Crushed base course, 6" Bed course

DETAIL

12"

Concrete sidewalk

24"

(SLOPED)

CONCRETE, 12-INCH DEPTH

CURB AND GUTTER,

Face of curb

12" DEPTH

STONE CURB, TYPE 1,

3" Bed course

8.9"

SHEET 2 OF 4

ROADWAY DETAILS

H.2

STATE PROJECT

A 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 h b .d

C h e c k e d b y

D e s ig n e d b y at ADA ramp sidewalk

Concrete

Curb, concrete

6" Bed course

STONE MASONRY INLAY

12" DEPTH

CURB, CONCRETE,

" above gutter lip4 1" to 8

1to be

Finished street surface " above gutter lip 4

1" to 8 surface to be

Finished street

45°0'

AT ADA RAMPS

SIX INCH CURB BREAK

Sidewalk Grade

12-inch depth concrete, Construct, curb, (see Note 2) base course

3" Crushed

Sidewalk Grade

AT ADA RAMPS

CURB BREAK

STONE MASONRY

18-inch depth stone, type 1, Construct curb, ARY

NOT FOR C

ONSTRUCTIO

CORNER TRANSITION

TO SQUARE CONCRETE CURB

SLOPED CONCRETE CURB

TRANSITION

STONE CURB TO SQUARE CURB

grade at the ADA ramp

Cut/ Shape stone masonry curbing to match

Curb, stone, type 1, 18-inch depth

Curb, concrete, 12-inch depth

Curb, concrete, 12-inch depth (sloped)

Curb, concrete, 12-inch depth

1:101:10

Curb, stone, type 1, 18-inch depth

1:10 1:101

ADA RAMP

STONE CURB TRANSITION AT

SHEET 2a OF 4

ROADWAY DETAILS

H.2a

STATE PROJECT

u g u s t

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 h b a .d

C h e c k e d b y

D e s ig n e d b

ARY

NOT FOR C

ONSTRUCTIO

NO SCALE

SHEET 3 OF 4

ROADWAY DETAILS

5'-0"

Transition

Drive approach

Slo pe /4 " p er '-0

5'- 0" C ur bwalk

C-lin e

B-lin e Va rie s

Joint (only when placed by curb machine)

No joint

" slope2

" lip2

Property line

C-line

B-line

End of flair section

Optional bottom of concrete

C u r b w a lk

NOTE:

slabs (not to exceed 100 square feet surface).

Provide rectangular joint pattern dependent on width of on center, #4 rebar 2-feet in length.

machine is allowed by the engineer with dowelling 2-feet

Approach will be placed monolithically except when curb

(WITH FLAIR SECTIONS)

CURB WALK DRIVE APPROACH DETAIL

SECTION A-A

Transition

Alley approach

Slo pe /4 " p er '-0

5'- 0" C ur bwalk

C-lin e

B-lin e Va rie s

No joint

" slope2

" lip2

Property line

C-line

B-line

End of flair section

Optional bottom of concrete

(WITH FLAIR SECTIONS)

CURB WALK ALLEY APPROACH DETAIL

SECTION B-B

driveway width does not change.

Tapers shall be 5-feet in length. Standard

Approach will be placed monolithically.

nioj noitcartnoC nioj noitcartnoC

" max.2

Invert 2" min.

Varies

5'-0"

20'-0"

5'-0"

" max.2 12" min., 4

Invert alley approach

NOTE:

surfaces or landings.

Locate drainage inlets and manholes outside of ramp walking

-inches.2 that are flush and free of abrupt vertical changes not to exceed

Construct ramp transitions between walks, gutters, or streets exclusive of the detectable warning fields.

create a slip resistant surface on concrete ramp surfaces, Use a coarse broom finish running perpendicular to the slope to in any direction.

The maximum cross slopes of ramps must not exceed 2%

(flow line)

Center line of alley

H.3

STATE PROJECT

A p r il

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 h 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

ARY

NOT FOR C

ONSTRUCTIO

SHEET 4 OF 4

ROADWAY DETAILS

m in

5' m in.

4' m in.

5' m in.

14' Ram p

Radius point

Back of walk

5' m

in. 5' m in

3' m in

Curb turn gutter bottom

Face of determined by engineer

Ramp location to be

PLAN

X-line

Back of walk

Top of curb

Flow line

RAMP - FRONT

5' min.4' min.5' min.

Walk

Landing - 4' min.Ramp - 6' min. slope 1" per 1'-0" max.Gutter

" per 1' max.4 1Slope

X-lineNo lip

" per 1' max.4 1Slope

RAMP SECTION A-A

3" Gravel base

ACCESSIBILITY RAMP DETAIL

double gutter.

" above edges of4 1" to 8

1Finished street surface to be design requirements of individual applications.

The width with proportional invert may vary to satisfy the epoxy coated #4 rebar. 2-foot in length.

Dowel walk to curb and gutter with 2-foot maximum on center

Diagonal or mid-radius ramps are not allowed.

Place two (2) ADA ramps at uncontrolled intersections.

shall decide if two ramps are required.

Not all intersections will have two ramps per corner; engineer pavement

Top flush with pavement

Street with rounded top dia. brass cap

"2 12" to 2 above bottom of box

" 2 1deeper than

6" to 9" but no and solidly placed poured in place or precast sack mix or better)2 1(6

Standard concrete corners and 4 No. 2 rebars

" chamfered2 1square with corners or reinforced precast 4"

" chamfered 2 1square with

Non-reinforced 6" min. round or

MONUMENT BOX

or approved equal.

Neenah Foundry Co. (Pattern No. R-1971 or Pattern No. 1970)

Caird Engineering Works (Pattern No. 50658) or

NO SCALE

Face of curb

Monument box Monument box lid

H.4

STATE PROJECT

J u ly

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 h 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

ARY

NOT FOR C

ONSTRUCTIO

10.4 x 16 15706 -0200

20301 -1400

20301 -1900

20303 -3600

20701 -1300

25101 -3000

25101 -5000

25124 -0000

25510 -0000

60201 -0400

60201 -0800

60201 -0900

60201 -1000

60401 -0000

60403 -0000

60526 -0000

62011 -0100

62011 -0500

62011 -0600

Station

M A

D M

A X

U M

C O

U C

R A L

C A V A

O N

S O

R O

N C

O N

L, C H

K D

A M

O V A L

O F

O V A L

O F

C U

O V A L

O F

W A

W O

R K G

-B

A C

R A P, C

S S

A C

R A P, C

S S

O B B

G R A N

R B

A C K

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

M A N

H O

D R A

A G

E C H

A S E

N E

M A S O

N R Y

D W

C H

E C

N E

M A S O

N R Y

D W

C H

E C

N E

M A S O

N R Y

D W

C H

E C

S K

A N

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

1V :n

REMARKS

See below for numbered notes

FEET CUYD EACH EACH EACH SQYD SQYD CUYD CUYD CUYD CUYD LNFT LNFT LNFT LNFT EACH EACH LNFT EACH EACH EACH Lt Rt Yellowstone North Entrance 396+80 74 2 398+36 74 1 2 398+36 to 397+70 66 398+70 30 2 398+70 to 399+64 94 399+64 30 2 399+64 to 400+03 397+80 to 398+23 86 86 398+05 1 398+25 1 400+03 40 1 2 400+03 to 401+28 136

Park St 401+28 to 401+60 51 401+60 1 401+60 to 401+71 5 401+71 1 401+71 to 401+82 5 401+72 1 1 403+95 7 404+26 7 404+55 7 405+24 7 405+72 7 406+77 7 406+45 to 407+00 1 406+85 to 407+25 86 86 407+00 1 407+05 1 406+83 1 407+17 7 407+57 7 407+97 7

CUMULATIVE TOTAL 172 2 2 2 0 0 0 0 172 0 121 250 234 0 4 8 63 0 2 2

Allowable Pipe Material

NOTE: A Aluminum

1. Steel pipe culvert minimum wall thickness is the larger of ____" or the thickness required 4. Plastic pipe is not allowed when final installation is exposed. Furnish metal end sections for AS Aluminized steel by the Std. 602-1 fill height table. all plastic pipe including those specified with bevels. See Std. 602-5 for acceptable cell class. C Concrete

2. Aluminized steel pipe culvert minimum wall thickness is the larger of ____" or the 5. See Std. 602-7 for acceptable concrete cell class. GS Galvanized steel thickness required by the Std. 602-1 fill height table (steel). P Plastic

3. Aluminum pipe culvert minimum wall thickness is the larger of ____" or the thickness (blank) Any appropriate material required by the Std. 602-1 fill height table. x/__ Any appropriate material except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

Note: The quantities shown hereon are approximate and are subject to field adjustments.

STATE PROJECT

I.1 c:

\m yf ile s\ pw

_p ro du ct io n\ d0

R K2

_D ra in ag e.

xl sx ]S he et

-A ug -2

A M

N ei gh or n

Le on

D es ig ne d by

C he ck ed b y:

NUMBER

PARK 2013(1)WA

ARY

NOT FOR C

ONSTRUCTIO

10.4 x 16 15706 -0200

20301 -1400

20301 -1900

20303 -3600

20701 -1300

25101 -3000

25101 -5000

25124 -0000

25510 -0000

60201 -0400

60201 -0800

60201 -0900

60201 -1000

60401 -0000

60403 -0000

60526 -0000

62011 -0100

62011 -0500

62011 -0600

Station

M A

D M

A X

U M

C O

U C

R A L

C A V A

O N

S O

R O

N C

O N

K D

A M

O V A L

O F

O V A L

O F

C U

O V A L

O F

W A

W O

R K G

A C

R A P, C

S S

A C

R A P, C

S S

O B B

G R A N

R B

A C K

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

M A N

H O

D R A

A G

E C H

A S E

N E

M A S O

N R Y

D W

C H

E C

N E

M A S O

N R Y

D W

C H

E C

N E

M A S O

N R Y

D W

C H

E C

S K

A N

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

1V :n

REMARKS

See below for numbered notes

FEET CUYD EACH EACH EACH SQYD SQYD CUYD CUYD CUYD CUYD LNFT LNFT LNFT LNFT EACH EACH LNFT EACH EACH EACH Lt Rt

PREVIOUS SHEET: 172 2 2 2 172 121 250 234 4 8 63 2 2

408+05 to 408+45 86 86 408+25 1 408+03 1 408+37 7 408+77 7 409+17 7 409+57 7 409+97 7 406+23 to 406+39 14 406+76 10 407+51 10 408+26 10 409+01 10 409+39 to 409+49 10 409+79 to 409+89 10 410+39 to 410+46 11

HWY 89

413+21 2 413+21 to 413+75 100 413+63 1 413+64 1 413+65 1 413+75 40 2 413+75 to 414+25 52 414+64 40 1 2

Robert Reamer Con 597+52 to 597+92 86 86 597+72 1 597+94 1 599+12 to 599+63 86 86 599+52 1 599+64 1

CUMULATIVE TOTAL 430 5 4 3 0 0 0 0 430 0 353 250 234 0 8 14 183 0 2 2

Allowable Pipe Material

NOTE: A Aluminum

Robert Reamer Con

TABULATION OF DRAINAGE QUANTITIES

Note: The quantities shown hereon are approximate and are subject to field adjustments.

STATE PROJECT

I.2 c:

\m yf ile s\ pw

_p ro du ct io n\ d0

R K2

_D ra in ag e.

xl sx ]S he et

-A ug -2

A M

N ei gh or n

Le on

D es ig ne d by

C he ck ed b y:

NUMBER

ARY

NOT FOR C

ONSTRUCTIO

10.4 x 16 15706 -0200

20301 -1400

20301 -1900

20303 -3600

20701 -1300

25101 -3000

25101 -5000

25124 -0000

25510 -0000

60201 -0400

60201 -0800

60201 -0900

60201 -1000

60401 -0000

60403 -0000

60526 -0000

62011 -0100

62011 -0500

62011 -0600

Station

M A

D M

A X

U M

C O

U C

R A L

C A V A

O N

S O

R O

N C

O N

K D

A M

O V A L

O F

O V A L

O F

C U

O V A L

O F

W A

W O

R K G

A C

R A P, C

S S

A C

R A P, C

S S

O B B

G R A N

R B

A C K

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

M A N

H O

D R A

A G

E C H

A S E

N E

M A S O

N R Y

D W

C H

E C

N E

M A S O

N R Y

D W

C H

E C

N E

M A S O

N R Y

D W

C H

E C

S K

A N

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

1V :n

REMARKS

See below for numbered notes

FEET CUYD EACH EACH EACH SQYD SQYD CUYD CUYD CUYD CUYD LNFT LNFT LNFT LNFT EACH EACH LNFT EACH EACH EACH Lt Rt

PREVIOUS SHEET: 430 5 4 3 430 353 250 234 8 14 183 2 2

600+13 to 600+42 86 86 600+27 1 600+43 1 600+84 to 601+15 86 86 601+00 1 601+17 1 601+60 6 601+61 6 603+63 to 604+03 86 86 603+83 1 604+05 1 603+35 6 603+58 6 603+81 6 604+02 7 604+21 8

Yellowstone Trail R 200+65 1 200+60 to 200+74 20 200+67 to 201+54 1 200+74 1 200+74 to 201+22 72 200+95 1 1 201+22 1 201+22 to 201+72 48 201+72 1 201+72 to 202+22 48 202+22 1 202+20 1 202+20 to 202+22 13 202+22 to 203+45 120 203+45 1 203+45 to 203+46 13

CUMULATIVE TOTAL 688 8 5 5 0 0 0 0 688 0 379 250 542 0 15 16 228 0 2 3

Allowable Pipe Material

NOTE: A Aluminum

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

Note: The quantities shown hereon are approximate and are subject to field adjustments.

STATE PROJECT

I.3 c:

\m yf ile s\ pw

_p ro du ct io n\ d0

R K2

_D ra in ag e.

xl sx ]S he et

-A ug -2

A M

N ei gh or n

Le on

D es ig ne d by

C he ck ed b y:

NUMBER

ARY

NOT FOR C

ONSTRUCTIO

10.4 x 16 15706 -0200

20301 -1400

20301 -1900

20303 -3600

20701 -1300

25101 -3000

25101 -5000

25124 -0000

25510 -0000

60201 -0400

60201 -0800

60201 -0900

60201 -1000

60401 -0000

60403 -0000

60526 -0000

62011 -0100

62011 -0500

62011 -0600

Station

M A

D M

A X

U M

C O

U C

R A L

C A V A

O N

S O

R O

N C

O N

K D

A M

O V A L

O F

O V A L

O F

C U

O V A L

O F

W A

W O

R K G

A C

R A P, C

S S

A C

R A P, C

S S

O B B

G R A N

R B

A C K

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

M A N

H O

D R A

A G

E C H

A S E

N E

M A S O

N R Y

D W

C H

E C

N E

M A S O

N R Y

D W

C H

E C

N E

M A S O

N R Y

D W

C H

E C

S K

A N

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

1V :n

REMARKS

See below for numbered notes

FEET CUYD EACH EACH EACH SQYD SQYD CUYD CUYD CUYD CUYD LNFT LNFT LNFT LNFT EACH EACH LNFT EACH EACH EACH Lt Rt

PREVIOUS SHEET: 688 8 5 5 688 379 250 542 15 16 228 2 3

203+46 1 203+46 to 205+57 210 205+57 13 1 1 205+57 to 206+57 101

Main St (N-S) 50+98 to 51+35 86 86 51+17 1 51+38 1 51+25 1 51+25 to 51+49 20 51+49 1 51+49 to 53+30 141 53+30 1 54+10 to 55+45 457 250 16 457 251 3 1

Main St (E-W) 12+99 to 13+15 20 13+15 1 13+15 to 13+23 5 13+23 1 13+10 10 1 13+10 to 13+21 5 13+21 1

Stone St 52+52 1 1 52+52 to 51+70 80 52+04 1 52+04 to 51+70 48 49+87 to 51+70 186

4th St Outfall 10+04 1

CUMULATIVE TOTAL 1231 9 6 5 0 250 16 0 1231 251 593 436 853 128 21 27 228 1 2 3

Allowable Pipe Material

NOTE: A Aluminum

Main St (E-W)

TABULATION OF DRAINAGE QUANTITIES

Note: The quantities shown hereon are approximate and are subject to field adjustments.

STATE PROJECT

I.4 c:

\m yf ile s\ pw

_p ro du ct io n\ d0

R K2

_D ra in ag e.

xl sx ]S he et

-A ug -2

A M

N ei gh or n

Le on

D es ig ne d by

C he ck ed b y:

NUMBER

ARY

NOT FOR C

ONSTRUCTIO

10.4 x 16 15706 -0200

20301 -1400

20301 -1900

20303 -3600

20701 -1300

25101 -3000

25101 -5000

25124 -0000

25510 -0000

60201 -0400

60201 -0800

60201 -0900

60201 -1000

60401 -0000

60403 -0000

60526 -0000

62011 -0100

62011 -0500

62011 -0600

Station

M A

D M

A X

U M

C O

U C

R A L

C A V A

O N

S O

R O

N C

O N

K D

A M

O V A L

O F

O V A L

O F

C U

O V A L

O F

W A

W O

R K G

A C

R A P, C

S S

A C

R A P, C

S S

O B B

G R A N

R B

A C K

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

M A N

H O

D R A

A G

E C H

A S E

N E

M A S O

N R Y

D W

C H

E C

N E

M A S O

N R Y

D W

C H

E C

N E

M A S O

N R Y

D W

C H

E C

S K

A N

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

1V :n

REMARKS

See below for numbered notes

FEET CUYD EACH EACH EACH SQYD SQYD CUYD CUYD CUYD CUYD LNFT LNFT LNFT LNFT EACH EACH LNFT EACH EACH EACH Lt Rt

PREVIOUS SHEET: 1231 9 6 5 250 16 1231 251 593 436 853 128 21 27 228 1 2 3

10+04 to 9+21 80 9+21 1 9+21 to 8+27 90 8+27 1 8+27 to 7+92 32 7+92 1 7+92 to 7+43 46 7+43 1 7+43 to 5+03 236 5+03 1 5+03 to 4+33 66 4+33 1 4+33 to 3+14 115 3+14 1 3+14 to 2+77 33 2+77 1 2+77 to 1+80 94 1+80 1 1+80 to 1+19 60 0+61 to 1+19 34 15 13 17

Bypass Rd 301+11 48 2 301+54 48 2

PROJECT TOTAL 1265 9 6 5 15 250 29 17 1231 251 593 484 901 980 30 27 228 1 6 3

Allowable Pipe Material

NOTE: A Aluminum

TABULATION OF DRAINAGE QUANTITIES

Note: The quantities shown hereon are approximate and are subject to field adjustments.

STATE PROJECT

I.5 c:

\m yf ile s\ pw

_p ro du ct io n\ d0

R K2

_D ra in ag e.

xl sx ]S he et

-A ug -2

A M

N ei gh or n

Le on

D es ig ne d by

C he ck ed b y:

NUMBER

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

Sheet I.11Sheet I.9

S h e e t I .1

S h e e t I.

WALL (AMPWALL01)

RETAINING

ARCH PARK

Sheet I.13

S heet I.7

(ARCHSIDEWALK)

ARCH SIDEWALK

CONNECTION (PSC03)

ROBERT REAMER

ENTRY SIGN

BYPASS ROAD (BYP01)

S h e e t I .1

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)

Park Street (PSW01)

P N orth Entrance R oad (PS

W 03)

)10TSY( daoR liarT

SHEET INDEX

AND

ALIGNMENT

DRAINAGE B (DRAIN02)

OUTFALL

(MAIN N-S01)

MAIN St (N-S)

NORTH BOUNDARY

NATIONAL PARK

YELLOWSTONE

I.6

STATE PROJECT

J u ly

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 e 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

School

Gardiner n d S tr e e t)

H w y

Sheet I.8

(PSW03)

(2ND ST)

HWY 89

S h e e t I.1

Sheet I.15

S h e e t I .1

ARY

NOT FOR C

ONSTRUCTIO

SCALE IN FEET

0 5 105

I.21

STATE PROJECT

J u ly

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 e p .d

C h e c k e d b y

D e s ig n e d b y

INFILTRATION BASIN

STONE STREET

WEST MAIN STREET

B C

20'-0"

Spillway

PVC outlet pipe

36" dia.

sewer, inv out 5269.6

Existing storm

Ditch flowline, elev 5273.7

Proposed grade contour edges, elev 5274 ditch bottom

Proposed

Basin top, 5278

Class 3 riprap

Proposed ditch grade contour

Existing

Basin bottom, 5266

Dry well, rim elev 5273.7

20'-0" (typ.)10'-5"

71'

6'-0"

73'-4" min. length grout plug remove 5' and place 4' inv out 5269.7, Existing storm sewer, S T

O N

E S

1 See Sheet I.22.

FOOTNOTE:

River cobbles (backfill)

Structure

Outlet

Top of river cobbles, (backfill) 5274.0

ARY

NOT FOR C

ONSTRUCTIO

I.22

STATE PROJECT

J u ly

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 e q .d

C h e c k e d b y

D e s ig n e d b y

INFILTRATION BASIN

STONE STREET

ty p .)Basin top, 5278

SECTION B

SECTION A

SECTION C

DRY WELL DETAIL

NOTE:

See Sheet H.20 for Typical Dry Well Details.1.

10'-0"10'-0"

Place grout plug

5273.7

Elev

Spillway crest, 5276 embankment fill

Select

Grade to drain, 5%

Basin bottom, 5266 embankment fill

Select

Geotextile, type 4-B

Basin top, 5278

Finished grade

Existing grade

Bottom elev 5266.9 section

Perforated manhole

Flat top section

Riser ring

Rim Elev 5273.7 Median drain frame and grate

Basin bottom, 5266 type 4-B

Geotextile, Finished grade

5273.7

Elev

10'-0" embankment fill

Select

Existing grade

Elev 5274

Grade to drain, 5%

Dry well

Transition to existing grade

33'-0" 20'-0"10'-5"

Rim elev 5273.7

Class 3 riprap

Dry wellBasin bottom, 5266

IE 5271.8

outlet pipe

36" dia PVC

Existing grade

Ditch flowline, elev 5273.7

Rim elev 5274

Grate

Concrete outlet headwall

Finished grade

100-yr W.S. 5275.4

50-yr W.S. 5275.0 overtopping curb, 5274.8 elevation before

Maximum flood

25-yr W.S. 5274.6

10-yr W.S. 5274.3

Existing 24" Ø sewer pipe

16'-0"

19'-10"

71'-0"

River cobbles (backfill) backfill around dry well river cobbles

Minimum 1'

River cobbles (backfill)

River cobbles (backfill) backfill in dry well

No river cobble backfill around dry well river cobbles

Minimum 1' outlet from school, IE 5269.6

Existing 24" Ø storm

ARY

NOT FOR C

ONSTRUCTIO

El. 5247

El. 5251

C h e c k e d b y

D e s ig n e d b y

I.26

STATE PROJECT

J u ly

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

J H

SHED

STAIRS

SCALE IN FEET

2.5 0 52.5

10'-0"

6'-0"

"4 322'-2

"4 121'-9

"8 76'-2 sanitary cleanout

Install

Relocate sanitary service

Existing timber wall

Existing right of way

"8 36'-8 with class 5 riprap augment existing boulders away from property line, Re-grade waterway to slope with headwall, IE = 5247.0

Sta. 1+19.45 outfall and rockery headwall culvert outfall

Maintain existing

3'x5' PC concrete trench concrete trench

5' wide PC

D C

6' x 5' PC concrete trench

6' x 5' PC concrete trench waterway (2% slope)

Class 3 riprap existing rockery wall

Remove 15' of

13'

DETAILS

SEWER OUTFALL

4TH STREET STORM

Transition to existing grade

TOW 5251.0

CIP wall, 24" x 35" arch cm p

ARY

NOT FOR C

ONSTRUCTIO

I.27

STATE PROJECT

J u ly

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 e v .d

C h e c k e d b y

D e s ig n e d b y

DETAILS

SEWER OUTFALL

4TH STREET STORM

1% 2% t o

5'-0" 8"

P r o p e r ty l in e

6'x5' PC concrete trench

3'x5' PC concrete trench

Existing grade

CIP concrete footing

Relocate sanitary service

Regrade area to drain and rockery headwall culvert outfall

Maintain exising

Existing 8" VCP sanitary sewer

36" Ductile iron pipe

El. 5246.3

IE 5247.0

El. 5247.0

Existing grade

El. 5251.0

CIP concrete wall outfall and rockery headwall

Maintain exising culvert

5' wide PC concrete trench

3'x5' PC concrete trench

El. 5246.9 El. 5246.8

El. 5244.0 Class 3 riprap

6' x 5' PC concrete trench

Existing boulders

Shed

Transition to existing grade

Existing grade with class 5 riprap augment existing boulders away from property line, Re-grade waterway to slope

Class 5 riprap

El. 5250.0

100-year W.S. (63 cfs)

Existing boulders

El. 5247.0

Existing grade west wall

Existing grade ditch center

Existing grade east wall with class 5 riprap augment existing boulders away from property line, Re-grade waterway to slope

Regrade area to drain

Existing grade

El. 5246.9 to 5246.8

Relocate sanitary service

Existing 8" VCP sanitary sewer

El. 5250.0 timber wall

Existing

Existing grade

Shed

Class 5 riprap

Class 3 riprap

Shed

P r o p e r ty l in e

P r o p e r ty l in e to existing grade

Transition

El. 5244.0

SECTION B-B

SECTION A-A

SECTION E-E

SECTION D-D

SECTION C-C

P r o p e r ty l in e

CIP concrete sill (9" thick) trench PC concrete

5'-0"

El. 5248.67

El. 5247.0 to 5246.9

El. 5250

El. 5251

El. 5247

File details come from the government source that posted it. Updated Nov 14, 2017.