H-Sheets.pdf

WALL QUANTITIES

TABULATION OF

FOOTNOTE:

H.1

STATE PROJECT

NUMBER

SHEET

WY

PRA YELL 10(19)

P

M

J a n u a r y

U

S S u r ft

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

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y

Schedule A & B

See Sheet E.1 for parking area rockery quantities

NPS Drwg. No. 101/130820

NPS PMIS Nos. 86308 & 2131522

NOTE:

NO SCALE

CONSTRUCTION DETAIL

4 4

1:1.25 to 1:1.5

1:2 to 1:1.5

1:3 to 1:2

1:4 to 1:3

1:4 or flatter

40"

32"

24"

18"

12"

FRONT OF WALL

SLOPE GRADIENT IN

MINIMUM EMBEDMENT

MINIMUM ROCKERY EMBEDMENT

ROCKERY WALL SECTION

18" - 28"

28" - 35"

35" - 47"

1 12" - 18"

140 to 525 lbs

525 to 1025 lbs

1025 to 2500 lbs

40 to 140 lbs

ROCKERY STONE CLASS

STONE CLASS STONE MASS

DIMENSION

AVERAGE LONGEST

slope

Soil

(LNFT)

H A B C D E

ROCK SIZE DESIGNATION BY ROCKERY WALL HEIGHT

CUT-SIDE FILL-SIDE

slope Rock

ROCKERY WALL DETAILS

CUT-SIDE

V a r ie s

H e ig h t, H

See Sheet C.2 structure, Roadway

Varies

4 - 6

2 - 4

< 2 excavation structure

Limit of

22222 rock backdrain

Granular

Obsidian Cliff Trail 3+04 to 3+14 RT

Obsidian Cliff Trail 0+11 to 0+39 RT

Obsidian Cliff Parking Area 2001+15 to 2002+39 LT

FOOTNOTE:

slop e

Soil

OR

515+40 to 517+17, RT

475+10 to 475+90, LT

470+50 to 471+70, LT

467+55 to 469+25, LT

464+40 to 465+35, LT

457+00 to 457+60, LT

437+30 to 440+45, RT

FOR ROCK SLOPES

ROCKERY TRANSITION DETAIL

FOR SOIL SLOPES

ROCKERY TRANSITION DETAIL

Geotextile, Class 1, Type C

Separation and stabilization

6.

5.

4.

3.

2.

1.

See Section 252 for additional requirements.

site and rockery information.

See Geotechnical Report Number GR-12-15 for additional

Select suitable stones from sources identified under Section 105.

4-inches.

beneath it. Cut or dress stones to reduce gaps and spaces to

Bear each larger stone (size 4-6) firmly on at least two stones to wall.

Place larger stones (size 4-6) with longest axis perpendicular

Rockery profiles displayed on D Sheets.

Construct as shown in the Staking Report Data Listing.

H.2

STATE PROJECT

NUMBER

SHEET

WY

PRA YELL 10(19)

J a n u a r y

U

S S u r ft m y fi le s p w p r o d u c ti o n d y e ll w b .d g n

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y

Foundation fill

Seat wall.

Geotextile for separation and stabilization used at these locations.

assumes 4V:1H for quantities on Sheet H.1)

Temporary slopes to be determined by contractor. (Estimate

NPS Drwg. No. 101/130820

NPS PMIS Nos. 86308 & 2131522

CP

22665

CP

22062

Top of MSE Wall

Bottom of MSE Wall

Existing ground

N

Grand Loop Road Centerline

Sheet D.1 for locations

Guardrail system, see

BEGIN MSE WALL

EL = 7362.579 (Btm of Wall)

EL = 7367.579 (Top of Wall)

E = 2457445.313

N = 1905824.014

EQ 46017+00.00 (Wall)

460+17, o/s 27.402' RT (Road)

Top of MSE Wall

Slope stake limits

B1

B2

B5

B6

B9

B10

B11 B12 B13

B14

B17

B18 B19 B20

B21

T1

T2

T3

T4 T5

T6

T7

T8

T9

T10 T11 T12

T13 T14 T15 T16

T17 T18 T19 T20

T21 T22 T23 T24

T25 T26 T27

T28

T29

NOTE:

1.See D. and G. Sheets for culvert locations.

CUYD

EXC.

CUYD

EMB.

46025+00 46020+00 46010+00

7340 7340

7345 7345

7350 7350

7355 7355

7360 7360

7365 7365

7370 7370

7375 7375

7380 7380

H.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d y e ll w c .d g n

WY NPS YELL 10(19)

J a n u a r y

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y

Obsidian Creek

Wetland boundary

I.E. 7363.63

Culvert outlet

0 4

NPS Drwg. No. 101/130820

NPS PMIS Nos. 86308 & 2131522

Bottom of MSE Wall

Top of MSE Wall

Existing ground

N

Top of MSE Wall

Grand Loop Road Centerline

END MSE WALL

EL = 7354.579 (Btm of Wall)

EL = 7362.579 (Top of Wall)

E = 2457333.665

N = 1907492.299

EQ 46033+81.49 (Wall)

476+90, o/s 19.5' RT (Road)

CP 22666

Sheet D.1 for locations

Guardrail system, see

Slope stake limits

B22

B25

B26

B28 B29

B30 B31 B32

B33 B34 B35

B37 B36

B38

T30 T31 T32

T33 T34 T35 T36

T37 T38 T39

T40

T41

T42

T43

T45 T44

T47 T46

T48

NOTE:

1.See D. and G. Sheets for culvert locations.

CUYD

EXC.

CUYD

EMB.

46035+00 46030+00 46025+00

7335 7335

7340 7340

7345 7345

7350 7350

7355 7355

7360 7360

7365 7365

7370 7370

7375 7375

H.4

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d y e ll w d .d g n

WY NPS YELL 10(19)

J a n u a r y

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y

Outlet to culvert

Obsidian Creek

Wetland boundary

I.E. 7355.26

Culvert outlet outlet and connector pipes appurtenances for connecting

Furnish and install fittings and through geotextile

Penetrate outlet pipe

WALL DRAINAGE DETAIL

FOOTNOTE:

NOTE:

5.

4.

3.

2.

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

2% (min.)

MSE WALL, STAGE 1

460+17 to 476+90

SHEET 1 of 4

MSE WALL DETAILS

Varies

H.5

STATE PROJECT

NUMBER

SHEET

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

WY PRA YELL 10(19)

A

J a n u a r y

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y

6.See SCR 617.04 for Guardrail Post Installation Requirements.

H.3 2backslope to a spacing to achieve 30% +/- 5% coverage area on excavation

Place geocomposite drains in 3-foot (min.) wide strips with slopes between the top of fill in front of wall and clearing limits.

Place conserved ropsoil and mulching, dry method over finished applicable.

Utilize materials reserved from excavation and removal work as select granular material to level and fill irregular rock surfaces.

eliminating the first course as approved by the CO. Use additional foundation elevation may be modified by trimming, or

Where bedrock is encountered at the foundation of the wall, the slope or shore excavation according to Section 208.

One lane of traffic to remain open during MSE construction, Cut geotextile and penetrate pipe according to Section 605.

detail on Sheet G.18.

Fasten screen to end of wall drain outlet. See rodent guard

-2% min.

10"

Trench bottom for wall collector drains and wall drain outlets

Bottom of wall foundation

Bottom of wall foundation

5"

3" dia. wall drain outlet3" dia. wall collector drain m in

3" Ø Wall drain outlet see Sheet G.18 for detail

Underdrain outlet, excavation

Wall M e c h a n ic a ll y s ta b il iz e d e a r th w a ll

W a ll h e ig h t H

Toe of wall

Bottom of wall

4' (min.) set back

18"

Wall drain outlet

Detail this sheet

See Wall Drainage excavation)

(structure excavation

Limit of wall

18"

3' Lap length

NO SCALE

L if t

Reinforcement length 11'

Welded wire form

12 (typ.)

Finish grade

Top of subgrade

LC

Top of MSE wall

4" for top course

2" (typ.)

14' Lap for top course

Select granular backfill

(between all lifts)

Select granular backfill

Reinforcement Geotextile, Type I (woven)

Separation and Stabilization

Geotextile, Class 1, type C

Select granular backfill

Select granular backfill

Drain, type 1

Geocomposite

3' (min.)

of wall

12" min.

Place conserved boulder

NOTE:

MSE WALL, STAGE 2

460+17 to 476+90

NO SCALE

Stone masonry

Mortar

Triangle tie, (typ.)

4" (typ.)

10" v a r ie s

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

Top of fill in front of wall m in

(typ.)

12"

8" (typ.)

(12" x 8" x 16", typ.)

Solid CMU block

SHEET 2 of 4

MSE WALL DETAILS

H.6

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d y e ll w f.

d g n

WY PRA YELL 10(19)

J a n u a r y

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y

One lane of traffic to remain open during MSE construction.1.

CMP culvert

CMP culvert

(woven) geotextile, type 1

Reinforcement

Welded wire form

Welded wire form

NOTE:

NO SCALE

H.7

STATE PROJECT

NUMBER

SHEET

J a n u a r y

U

S S u r ft m y fi le s p w p r o d u c ti o n d y e ll w g .d g n

WY PRA YELL 10(19)

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y

Min 2%

Varies

GEOTEXTILE AT CULVERT

(ISOMETRIC VIEW)

SHEET 3 OF 4

MSE WALL DETAIL

see Sheet G.14 for details

Energy dissipator, See SCR 255.04 (f) for Requirements.1.

DETAIL

CULVERT THROUGH MSE WALL

geotextile, type 1 (woven) spacing

6" Intermediate reinforcement

6' (min.) Lap 6' (min.) Lap m in

24" CMP culvert

Cut geotextile for culvert type 1 (woven) 6" spacing typ.

geotextile, Intermediate reinforcement of energy dissipator and MSE wall

Invert elevation at intersection continuous geotextile layers pipe culvert conflicts with layers at 6" spacing where geotextile, type 1 (woven)

Place intermediate reinforcement geotextile, type 1 (woven) spacing 12" typ. Continuous reinforcement wire necessary for CMP installation

Cut minimum amount of geotextile, type 1 (woven)

Reinforcement

(min.)

1'

(min.)

1' m in m in reinforcement geotextile

Primary ty p geotextile, type 1, (woven)

Primary reinforcement

PLAN

ELEVATION

AT CULVERT/WELDED WIRE FORM INTERSECTI0N

REINFORCEMENT GEOTEXTILE WRAP

TRIANGLE TIE DETAIL

FOOTNOTE:

TRIANGLE TIE CONNECTION DETAILSTONE MASONRY ANCHOR DETAIL

wire of welded wire form to single longitudinal

Attach triangle tie

Welded wire form

Triangle tie

Mortar

Welded wire form

(ALL LIFTS)

LIFT DETAIL

Top of form

12"

10'

(PROFILE VIEW)

WELDED WIRE FORM LAYOUT DETAIL

WELDED WIRE FORM DETAIL

min.

multiple lifts wall edge at

Wall end or

Longitudinal wires

Transverse wires

Top of form

(PLAN VIEWS)

CURVE RIGHT WALL FACE

Backside separation acceptable

Reinforcement length L

Wall face

TANGENT WALL FACE

Wall face

CURVE LEFT WALL FACE

Backside overlap acceptable

Wall face

Reinforcement length L

Triangle tie

Average masonry pitch line

1"

12"

GEOTEXTILE BUTT DETAIL

3'

Place edge of wire form inside of adjoining wire form for support

" typ.2

NO SCALE

4" x 4" - W5 x W5 galvanized

Welded wire form

10'

6"

2" min.

5" max. " max.2 1 1

1" min.

Reinforcement length L

Transverse wire, typ.

Longitudinal wire, typ.

Stagger form joints, typ.

12" (typ.)

Stone masonry

4" x 4" - W5 x W5 galvanized

(a p p ro x wall face without overlap

Butt adjacent geotextile at wall face without overlap

Butt adjacent geotextile at wall face without overlap

Butt adjacent geotextile at

Adjacent geotextileAdjacent geotextile Adjacent geotextile backside without overlap

Butt adjacent geotextile at manufacturer.

Spacing and use of support strut to be determined by the on center spacing, both vertically and horizontally.

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

requriements, and field cut bottom transverse wires to meet

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

The contractor is responsible for determining the appropriate

Support struts

Reinforcement Geotextile, Type I (woven)

Type I (woven) Reinforcement Geotextile, Support struts, W4

H.8

STATE PROJECT

NUMBER

SHEET

J a n u a r y

U

S S u r ft m y fi le s p w p r o d u c ti o n d y e ll w h .d g n

WY PRA YELL 10(19)

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y

SHEET 4 OF 4

MSE WALL DETAIL