Prelim_Plans_2_of_3.pdf

PDF 5 MB Posted Sep 9, 2013

Attached to: WY PRA YELL 10(17), Grand Loop Road, Norris to Golden Gate, Phase 1
Solicitation number: DTFH70-13-R-00004
Issued by: Department of Transportation Federal Highway Administration

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Preliminary Plans 2 of 3

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File	Type	Posted
A002_WY_PRA_YELL_10(17).pdf	PDF	Feb 21, 2014
A001_WY_PRA_YELL_10(17)_part_2_of_2.pdf	PDF	Feb 14, 2014
A001_WY_PRA_YELL_10(17)_part_1_of_2.pdf	PDF	Feb 14, 2014
Plan_Request_WY_PRA_YELL_10(17).pdf	PDF	Jan 24, 2014
RFP_Book2__Grand_Loop.pdf	PDF	Jan 24, 2014
RFP_Book1_Grand_Loop.pdf	PDF	Jan 24, 2014
Physical_Data_Request_Form_WY_PRA_YELL_10(17).pdf	PDF	Jan 24, 2014
Prelim_Plans_3_of_3.pdf	PDF	Sep 9, 2013
Prelim_Plans_1_of_3.pdf	PDF	Sep 9, 2013
PROJECT_DESCRIPTION_WY_PRA_YELL_10(17).pdf	PDF	Sep 9, 2013
Preliminary_Plans_Letter_WY_PRA_YELL_10(17).pdf	PDF	Sep 9, 2013

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7540 7540

75507550

22046

+2.01 20%

+2.01 20% -2.0500%

250' VC

K = 62

SSD = 391'

-2.0500%

+5.

580' VC

K = 79

Type 5 subexcavation

S to n e m a s o n r y h d w l x p ip e c u lv t o d is s ip a to r c la s s

L T

P la c e d r ip r a p e n e r g y

S to n e m a s o n r y h d w l x p ip e c u lv

R e m o v a l o f p ip e c u lv

Std. underdrain RT

Std. underdrain system RT

T t o L

T p ip e o u tl e t in c h and thermal section

P T

Line to be constructed

Slope stake limits Construct turnout

Construct turnout with curb

Profile grade

Existing ground

CUYD

EXC.

CUYD

EMB.

195 190 185 180

7515 7515

7520 7520

7525 7525

7530 7530

7535 7535

7540 7540

7545 7545

7550 7550

7555 7555

D.12

STATE PROJECT

NUMBER

SHEET

PRA YELL 10(17)

A u g u s t

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 s y e d .d g n

C h e c k e d b y

D e s ig n e d b y

VENT

THERMAL

VENT

THERMAL

VENT

THERMAL

PRELIM

ARY

Not For

Con str uc tio

7560 7560 7560

75807580

759075

76007600

B O

U L

D E

G L

A C

22639

+5.

+2.9

150' VC

K = 64

SSD = 538'

+2.9

+1.3016

200' VC

K = 121

SSD = 753'

+1.3016

-2.3112%

305' VC

K = 84

SSD = 451'

d is s ip a to r c la s s

L T

P la c e d r ip r a p e n e r g y

S to n e m a s o n r y h d w l x p ip e c u lv

Riprap ditch RT

Type 1 subexcavation and backfill Type 3 subexcavation and backfill

T S

S C

C S

S T

T S

S C

C S

5 2

N e= 0.060

Construct turnout

Line to be constructed

Slope stake limits Spiral= 123B f

Ls= 150.00'

Curve= 123

R= 645.00'

Ts= 203.85'

L= 103.86'

Spiral= 123A f

Ls= 150.00'

Curve= 124

R= 645.00'

Ts= 224.87'

L= 143.93'

Spiral= 124B f

Ls= 150.00' e= 0.060

Profile grade

Existing ground

CUYD

EXC.

CUYD

EMB.

210 205 200 195

7540 7540

7545 7545

7550 7550

7555 7555

7560 7560

7565 7565

7570 7570

7575 7575

7580 7580

D.13

STATE PROJECT

S e p te m b e r

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

C h e c k e d b y

D e s ig n e d b y

NPS PMIS No. 54348 NPS Drwg. No. 101/109186

GGG

PRELIM

ARY

Not For

Con str uc

7550 7550

7560 756

75707570

7595 7600

Boulder 6'x4'

Obsidian

6 Boulders

Boulders

B O

E R

PB 07

TWIN LAKE

SOUTH

22640

-2.3112%

-2.1697%

150' VC

K = 1060

-2.1697%

-2.9045%

150' VC

K = 204

SSD = 1544'

-2.9045% +3.1

300' VC

K = 50

+3.1

+0.9483%

200' VC

K = 91

SSD = 592'

+0.9483%

211+05

7,565.79

S to n e m a s o n r y a p r o n

R T d is s ip a to r c la s s

L T

P la c e d r ip r a p e n e r g y

S to n e m a s o n r y h d w l x p ip e c u lv

R e m o v a l o f s to n e m a s o n r y

R e m o v a l o f h d w l.

x t o d is s ip a to r c la s s

L T

P la c e d r ip r a p e n e r y h d w l x

S to n e m a s o n r y p ip e c u lv w l.

R e m o v a l o f ty p e

L T R

P a v e d w a te r w a w l x

S to n e m a s o n r y p ip e c u m a s o n r y

R T

R e m o v a l o f s to n e t o

Type 3 subexcavation and backfill

C S

S T

P C

P T

P C

P T

N e= 0.040

Construct turnouts

Remove and salvage stone masonry spillway

Roadway obliteration, trail

Slope stake limits

Construct turnouts

Remove and reset boulders, 8 each masonry apron and catch basin

Remove and salvage stone

Line to be constructed

Curve= 126

R= 1,525.00'

T= 100.41'

L= 200.52'

Curve= 125

R= 1,900.00'

T= 100.34'

L= 200.49' Spiral= 124A f

Ls= 150.00' e= 0.046

Existing ground

Profile grade curb wall, see

Construct boulder

Sheet L.2 for details

CUYD

EXC.

CUYD

EMB.

225 220 215 210

7530 7530

7535 7535

7540 7540

7545 7545

7550 7550

7555 7555

7560 7560

7565 7565

7570 7570

D.14

STATE PROJECT

e p te m b e r

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

C h e c k e d b y

D e s ig n e d b y

NPS PMIS No. 54348 NPS Drwg. No. 101/109186 see Sheet E.3 for details

Twin Lake Turnout, PRELIM

ARY

Not For

Con str uc

PB 08

BH TWIN

LAKENORTH

22047

P T

P C

C S

-1.0463%

200' VC

K = 100

SSD = 641'

-1.0463% +0.6710%

150' VC

K = 87

+0.6710% -1.7588%

200' VC

K = 82

SSD = 544'

-1.7588% +0.5000%

240' VC

K = 106

+0.5000% -0.6500%

100' VC

K = 87

SSD = 988'

-0.6500% +1.602 4%

150' VC

K = 67

+1.602 4%

150' VC

K = 196

SSD = 1485'

+0.8373% p ip e L

T o u tl e t

Std. underdrain RT d is s ip a to r c la s s

L T

P la c e d r ip r a p e n e r g y

S to n e m a s o n r y h d w l x p ip e c u lv d is s ip a to r c la s s

L T

P la c e d r ip r a p e n e r g y

S to n e m a s o n r y h d w l x p ip e c u lv d is s ip a to r c la s s

L T

P la c e d r ip r a p e n e r g y

S to n e m a s o n r y h d w l x p ip e c u lv

Riprap ditch LT

N e= 0.052

Construct turnout

Construct turnouts

Line to be constructed

Construct turnout

Slope stake limits

Curve= 145

R= 1,100.00'

T= 289.41'

L= 565.99'

Curve= 144

R= 3,000.00'

T= 150.69'

L= 301.12'

Curve= 127

R= 750.00'

T= 155.12'

L= 305.93' e= 0.030e= 0.060

Existing ground

Profile grade

CUYD

EXC.

CUYD

EMB.

240 235 230 225

7530 7530

7535 7535

7540 7540

7545 7545

7550 7550

7555 7555

7560 7560

7565 7565

7570 7570

D.15

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 s y e d .d

C h e c k e d b y

D e s ig n e d b y

F E

N F E

PRELIM

ARY

Not For

Con str uc

35MPH

CROSS-WALK

45MPH

MOUNTAIN

ROARING

22049

22050

C S .3

S C

C S

S T

T S

S C

C S

S C

P T

+0.8373%

-0.5000%

150' VC

K = 112

SSD = 882'

-0.5000%

+3.2

300' VC

K = 80

+3.2

+0.6559%

250' VC

K = 96

SSD = 541'

+0.6559%

+3.1

200' VC

K = 82

Std. underdrain RT d is s ip a to r c la s s

L T

P la c e d r ip r a p e n e r g y

S to n e m a s o n r y h d w l x p ip e c u lv

P a v e d w a te r w a y ty p e

R T

S to n e m a s o n r y h d w l x p ip e c u lv

R e m o v a l o f s to n e m a s o n r y

R T t o d is s ip a to r c la s s

L T

P la c e d r ip r a p e n e r w l x

S to n e m a s o n r y p ip e c u lv

Riprap ditch RT

N e= 0.044

Line to be constructed

Construct turnout

Construct turnout stone masonry waterway

Remove and salvage

Slope stake limits

Curve= 148

R= 1,575.00'

T= 146.34'

L= 291.85'

Spiral= 147A f

Ls= 132.00'

Curve= 147

R= 645.00'

Ts= 167.93'

L= 69.89'

Spiral= 147B f

Ls= 132.00'

Spiral= 146A f

Ls= 132.00'

Curve= 146

R= 820.00'

Ts1= 485.94'

Ts2= 454.41'

L= 556.39'

Spiral= 146B f

Ls= 200.00' e= 0.060e= 0.058

Profile grade

Existing ground

CUYD

EXC.

CUYD

EMB.

255 250 245 240

7585 7540

7590 7545

7595 7550

7600 7555

7605 7560

7610 7565

7615 7570

7620 7575

7625 7580

D.16

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 s y e d .d

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not For

Con str uc

757075

PB 0

TB 26

TB 27

TB 28

35MPHCROSS-

WALK

45MPH

MOUNTAINROARIN

THIS

POIN

NO T

RAVEL B

EYOND

WIL

DFIR

E 1

988RESEEDED B

SIGN

INTERPRETIVE

35MPH

CROSS-WALK MOUNTAIN

ROARING

45MPH

22645

+3.1

+0.8743%

200' VC

K = 90

SSD = 584'

+0.8743%

-5.1251%

370' VC

K = 62

SSD = 365'

-5.1251%

-2.2500%

265' VC

K = 92

-2.2500%

-1.0000%

250' VC

K = 200

-1.0000%

260+27

7,585.42

256+02

7,581.70 d is s ip a to r c la s s

L T

P la c e d r ip r a p e n e r g y

S to n e m a s o n r y h d w l x p ip e c u lv t o d is s ip a to r c la s s

L T

P la c e d r ip r a p e n e r g y

S to n e m a s o n r y h d w l x p ip e c u lv

.3 t o d is s ip a to r c la s s

L T

P la c e d r ip r a p e n e r g y

S to n e m a s o n r y h d w l x p ip e c u lv t o d is s ip a to r c la s s

L T

P la c e d r ip r a p e n e r g y

S to n e m a s o n r y h d w l x p ip e c u lv t o

Paved waterway, type 2 w l x

S to n e m a s o n r y p ip e c u to

Riprap ditch RT

Riprap ditch RT Type 3 subexcavation and backfill

Type 5 subexcavation and thermal section

P T

T S

S C

C S

S T

T S

C S

S C

S T

T S

S C

P T

N e= 0.057

Parking, see Sheet E.7 for details

Construct Roaring Mountain Roadway obliteration

Removal of wall, timber

Line to be constructed

Construct turnout

Slope stake limits Spiral= 149B f

Ls= 132.00'

Curve= 149

R= 645.00'

Ts= 147.92'

L= 30.74'

Spiral= 149A f

Ls= 132.00'

Spiral= 150B f

Ls= 135.00'

Curve= 150

R= 485.00'

Ts= 195.39'

L= 114.40'

Spiral= 150A f

Ls= 135.00'

Spiral= 151B f

Ls= 132.00'

Curve= 151

R= 850.00'

Ts1= 156.20'

Ts2= 179.04'

L= 2.46'

Spiral= 151A f

Ls= 200.00'

Curve= 152

R= 700.00'

T= 61.80'

L= 123.27' e= 0.059 e= 0.060 e= 0.060

Existing ground

Profile grade

CUYD

EXC.

CUYD

EMB.

270 265 260 255

7555 7545

7560 7550

7565 7555

7570 7560

7575 7565

7580 7570

7585 7575

7590 7580

7595 7585

D.17

STATE PROJECT

e p te m b e r

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

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not For

Con str uc

75407

75507550 7550 7550

755075507550

7550 7550 s s b b b s s a s

PB 10

TB 28

TB 29

TB 30

TB 31

TB 32

TB 33

TB 34

TB 35

CREEK

OBSIDIAN

22052

-1.0000%

-0.5000%

200' VC

K = 400

-0.5000%

-0.7500%

150' VC

K = 600

SSD = 4391'

-0.7500%

-1.2153%

200' VC

K = 430

SSD = 2419'

-1.2153%

-0.7500%

200' VC

K = 430

-0.7500%

-2.0639%

200' VC

K = 152

SSD = 921' -2.0639%

130' VC

K = 94

210' pavement transition

SUSPEND WORK SCHEDULE B

END PROJECT SCHEDULE A

GRAND LOOP ROAD 278+50

GRAND LOOP ROAD 276+40

284+88

7,537.08

Schedule C Schedule C d is s ip a to r c la s s

L T

P la c e d r ip r a p e n e r g y

S to n e m a s o n r y h d w l x p ip e c u lv

S c h e d u le C d is s ip a to r c la s s

L T

P la c e d r ip r a p e n e r g y

S to n e m a s o n r y h d w l x p ip e c u lv

S c h e d u le C

Type 5 subexcavation and thermal section

Type 3 subexcavation and backfill Type 3 subexcavation and backfill Type 5 subexcavation and thermal section

P C

P R

P T

P C

N e= 0.047

Line to be constructed Construct turnout

Construct turnout

Slope stake limits

Curve= 154

R= 1,030.00'

T= 138.10'

L= 274.57'

Curve= 155

R= 485.00'

T= 64.13'

L= 127.52'

Curve= 153

R= 2,000.00'

T= 99.86'

L= 199.55' e= 0.060 e= 0.038

Profile grade

Existing ground

Construct turnout w/ curb

CUYD

EXC.

CUYD

EMB.

285 280 275 270

7520 7520

7525 7525

7530 7530

7535 7535

7540 7540

7545 7545

7550 7550

7555 7555

7560 7560

D.18

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 s y e d .d

C h e c k e d b y

D e s ig n e d b y

Boulder

PRELIM

ARY

Not For

Con str uc

75207520

75607560

TB 35

TB 36

OFF BOILING WATER

UNSTABLE GROUND STAY

THERMAL A

READANGER

22646

-0.6831%

-0.6831% +0.7500%

280' VC

K = 195

+0.7500%

-4.0000%

595' VC

K = 125

SSD = 520'

-4.0000%

-0.5500%

280' VC

K = 81

-0.5500% -1.1228%

150' VC

K = 262

SSD = 1959'

291+35

7,538.95

Schedule C Schedule C (Schedule C) d is s ip a to r c la s s

L T

P la c e d r ip r a p e n e r g y

S to n e m a s o n r y h d w l x p ip e a r c h c u lv

R e m o v a l o f h d w l.

L T

S c h e d u le C t o d is s ip a to r c la s s

L T

P la c e d r ip r a p e n e r g y

S to n e m a s o n r y h d w l x p ip e c u lv

R e m o v a l o f p ip e c u lv

R e m o v a l o f h d w l.

R T

S c h e d u le C

S to n e m a s o n r y h d w l x p ip e c u lv

R e m o v a l o f p ip e c u lv

S c h e d u le C

Riprap ditch RT

Schedule C la s s

L T e e r g y d is s ip a to r

P la c e d r ip r a p w l x

S to n e m a s o n r y p ip e c u lv

S c h e d u le C and thermal section Type 5 subexcavation

Type 2 subexcavation and backfill Type 1 subexcavation and backfill

P T

P C

P T

T S

S C

C S

S T

P C

P T

T S

S C

N e= 0.044

Line to be constructed

Slope stake limits

Spiral= 160B f

Ls= 133.00'

Curve= 159

R= 1,550.00'

T= 200.70'

L= 399.18'

Spiral= 158A f

Ls= 133.00'

Curve= 158

R= 645.00'

Ts= 266.61'

L= 254.46'

Spiral= 158B f

Ls= 133.00'

Curve= 157

R= 2,500.00'

T= 66.34'

L= 132.65' e= 0.060 e= 0.033

Existing ground

Profile grade

CUYD

EXC.

CUYD

EMB.

300 295 290 285

7505 7505

7510 7510

7515 7515

7520 7520

7525 7525

7530 7530

7535 7535

7540 7540

7545 7545

D.19

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 s y e d .d

C h e c k e d b y

D e s ig n e d b y

Construct turnout

Turnout, see Sheet E.4

Clearwater Spring

PRELIM

ARY

Not For

Con str uc

751075107510

G G

PB 11

22648

-1.1228%

-1.1228% -0.5000%

150' VC

K = 241

-0.5000% -1.0000%

150' VC

K = 300

SSD = 2233'

-1.0000% -0.7500%

150' VC

K = 600

-0.7500%

-4.8404%

180' VC

K = 44

SSD = 354'

(See Sheet C.x)

SUSPEND WORK SCHEDULE D

END PROJECT SCHEDULE C

GRAND LOOP ROAD 308+80

d is s ip a to r c la s s

L T

P la c e d r ip r a p e n e r g y

S to n e m a s o n r y h d w l x p ip e c u lv

S c h e d u le C d is s ip a to r c la s s

L T

P la c e d r ip r a p e n e r g y

S to n e m a s o n r y h d w l x p ip e c u lv

R e m o v a l o f h d w l.

R T

S c h e d u le C

Type 3 subexcavation and backfill

S C

C S

S T

P C

P R

P T

P O

N e= 0.060

Line to be constructed

Slope stake limits

Spiral= 160B f

Ls= 133.00'

Curve= 160

R= 645.00'

Ts= 275.44'

L= 270.50'

Spiral= 160A f

Ls= 133.00'

Curve= 161

R= 1,950.00'

T= 51.91'

L= 103.80'

Curve= 162

R= 2,010.00'

T= 50.09'

L= 100.17' e= 0.060 e= 0.060

Construct turnouts

Existing ground

Profile grade

Construct turnout w/ log curb

CUYD

EXC.

CUYD

EMB.

315 310 305 300

7490 7455

7490 7460

7495 7465

7500 7470

7505 7475

7510 7480

7515 7485

7520 7490

7525 7495

D.20

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 s y e d .d

C h e c k e d b y

D e s ig n e d b y slope treatment, see Sheet J.2-3

Construct false cut with

NPS PMIS No. 54348 NPS Drwg. No. 101/109186

PRELIM

ARY

Not For

Con str uc

Lake Viewing Area

NOTE:

P T

.6 stone stairs

Remove and conserve stone stairs

Construct guardwall stones from pedestrian existing and displaced

Remove and conserve curbwall

Construct boulder

2.5'

18"

Asphalt pavement

See Section 624.

Place conserved topsoil on disturbed slopes when completed.

existing stone features found within the excavation.

stone curb wall from rock matching color and texture of Provide rock material for use in production of stone stairs and

riser face Exposed stone

STONE STAIRWAY DETAILS

BOULDER CURBWALL AND

Slope stake limits

33°

~4.2' @ 5% max.

Stair Tread = 11.25" vs 15"

Stair Riser = 7.25" vs 5.5" new here w/ following dimensions:

Alt 2 - Remove existing & construct

Stair Riser = 5.5" & Stair Tread = 15" w/ the following existing dimensions:

Alt 1 - Preserve existing & add steps

W e tl a n d

CL_SG

Sta. 218+85.25 R 1

Des. Grade = 7,546.058

Subgrade = 7,545.308

Orig. Grnd. = 7,546.017

-2.000%TFC

BFC

TBCCHPF

CP_SGSSF

1:2

-4.000% +4.000% 1:4

SHLD_SGFM_SSG 1:2.3

FDT BDTHPC

SSCCP_SG

1:1 .5

8.0'

W e tl a n d

H is tS ta ir s

3 steps w/ edge stones

Preserve stairs & install from turnout to new stairs

Provide max. 5% connection

CL_SG

Sta. 219+23.70 R 1

Des. Grade = 7,546.444

Subgrade = 7,545.694

Orig. Grnd. = 7,546.692

-2.000%

TFC

BFC

TBCBDTHPC

SSCCP_SG

1:20.8 -4.000% +4.000% 1:4

SHLD_SGFM_SSG

1:3.3

FDT BDTHPC

SSCCP_SG

1:1 .5

Lake Viewing Area

Existing edge stones

Existing stone risers

15"

24"

Ornamental stone

Ornamental stone dimension, typ.

15" x 30" step

E.3

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 s y e e c .d

C h e c k e d b y

D e s ig n e d b y

210+00 to 225+00

TWIN LAKE

SOUTH

PRELIM

ARY

Not For

Con str uc

FOOTNOTE:

NOTE:

NPS PMIS No. 54348 NPS Drwg. No. 101/109186

12'R

20'R

Curb, log

52.75'R

Line to be constructed

20'R energy dissipator

Placed riprap, class 2

22625

22624

Log curb cutout, see Sheet x.x for details see Sheet x.x for details

Pedestrian railing, type 2, Mainline centerline pavement edge

Existing

Slope stake limits asphalt

Sidewalk, (10+15)

Overlook B

Norris

Curve= C1

R= 35.00'

T= 13.08'

L= 25.04'

CURVE INFORMATION

PC 10+42.96

PT 10+68.00

SECTION A-A

Varies Varies

Varie s

S lo p e s ta k e l im it

C le a r in g l im it

S lo p e s ta k e l im it

C le a r in g l im it

Existing ground pavement structure details

See Sheet C.x for typ., both sides

Curb, log, Varies 24' to 82'

Profile grade

Place 2" conserved topsoil; and mulching, dry method

SECTION B-B

-2.11% see Sheet C.x for details

Parking area pavement, Curb, log

Var ies

Fixture, pedestrian railing, type 3 ground

Existing

Curb, log

S lo p e s ta k e l im it

C le a r in g l im it

Place 2" conserved topsoil; and mulching, dry method

2' typ.2' typ.

2' typ.

3 3

Not to scale

69.67' only where directed by the CO.

Round slopes according to Sheet C.1

Overlook B Sidewalk.

Norris Overlook B and Norris staking report data listings for the respective cross-sections and

For cross-section variations, see

LAYOUTPARKING B

NORRIS OVERLOOK

Slope stake limits

E= 2461315.57

N= 1874547.99

E= 2461314.93

N= 1874520.07

E= 2461302.75

N= 1874496.00

E= 2461282.79

N= 1874478.83

E= 2461267.71

N= 1874405.56

E= 2461262.85

N= 1874345.70

E= 2461343.66

N= 1874342.30

E= 2461344.03

N= 1874347.28

E= 2461342.47

N= 1874337.89

E= 2461348.32

N= 1874397.60

E= 2461339.62

N= 1874472.55

E= 2461359.66

N= 1874502.99

E.5

STATE PROJECT

e p te m b e r

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

A h o la

E g le T e m

C h e c k e d b y

D e s ig n e d b y

Perform clearing work only where directed by the CO.

Finish slopes behind curb varies. Typical, both sides.

Extend energy dissipator to existing rock outcrop at ditch bottom.

PRELIM

ARY

Not For

Con str uc

PARKING A LAYOUT

NORRIS OVERLOOK

energy dissipator Curb cut with

Line to be constructed

Mainline centerline of pavement Existing edge

E= 2461009.22 N= 1875121.44

E= 2461007.24 N= 1875106.93

E= 2460988.71 N= 1875089.98

E= 2460967.31 N= 1875077.45

E= 2460917.57 N= 1875035.74

E= 2460904.57 N= 1874983.30

E= 2460912.17 N= 1874961.00

E= 2460939.35 N= 1874931.37

E= 2460946.75 N= 1874928.11

E= 2460997.80 N= 1874920.22

E= 2461036.73 N= 1874927.05

E= 2461043.81 N= 1874928.78 E= 2461078.50

N= 1874911.48

E= 2461029.25 N= 1874964.34

E= 2460987.81 N= 1874987.05

E= 2460982.60 N= 1875002.36

E= 2460981.10 N= 1875029.25 E= 2460998.19

N= 1875052.26

E= 2461030.63 N= 1875042.44

E= 2461033.24 N= 1874965.32

E= 2461002.98 N= 1875054.72

50'R

20'R

50'R

35'R

CURVE INFORMATION

Curve= NOA10

R= 150.00'

T= 9.64'

L= 19.26'

Curve= NOA11

R= 45.00'

T= 41.18'

L= 66.70'

Curve= NOA12

R= 45.00'

T= 31.96'

L= 55.59'

Curve= NOA13

R= 525.00'

T= 15.45'

L= 30.89'

Curve= NOA14

R= 50.00'

T= 8.67'

L= 17.17'

E.6

STATE PROJECT

PRA YEL 10(17)

e p te m b e r

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

C h e c k e d b y

D e s ig n e d b y

P O

P C

P T

P C

1+ .47

PC 8

+48 .09

P C

P T

P O

PRELIM

ARY

Not For

Con str uc

USGS

New stone curb

20'R

R 5

R energy dissipator Curb cut with energy dissipator Curb cut with

180'

120'

Curve= PC01

R= 50.00'

T= 39.67'

L= 67.07'

R= 35.00'

T= 26.81'

L= 45.76'

Curve= PC02

PARKING LAYOUT

ROARING MOUNTAIN

Energy dissipator

Proposed viewing area

Remove and salvage boardwalk

CURVE INFORMATION

E= 2453851.74 N= 1888807.46

E= 2453894.57 N= 1888851.38

E= 2453899.88 N= 1888828.50E= 2453881.44

N= 1888795.17

E= 2453865.38 N= 1888736.60

E= 2453885.08 N= 1888771.43

E= 2453925.83 N= 1888826.42

E= 2453926.01 N= 1888831.99

E= 2453936.31 N= 1888841.67

E= 2453952.30 N= 1888841.18

E= 2453963.61 N= 1888850.83

E= 2453964.37 N= 1888875.50

E= 2453953.78 N= 1888888.75

E= 2453957.87 N= 1889021.09

E= 2453952.71 N= 1889021.25

E= 2453939.95 N= 1889021.83

E= 2453932.37 N= 1889037.75

E= 2453904.57 N= 1889080.74

E= 2453887.34 N= 1889117.29

E= 2453904.05 N= 1889021.28

E= 2453891.58 N= 1889061.91

E= 2453866.52 N= 1889048.20E= 2453892.14

N= 1888993.15

E= 2453889.26 N= 1888873.14

Line to be constructed

Mainline alignment

E.7

STATE PROJECT

e p te m b e r

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

C h e c k e d b y

D e s ig n e d b y

Relocate kiosk

POT 2590+00.00

PC 2

+18.

P T

P C

PT 2

593+

40.8

POT 25

93+

62.9

PRELIM

ARY

Not For

Con str uc

MUSEUM x 2

RANGER

CAMPGROUND

NORRIS

NO BUS

STOP

Curve= RMS100

R= 115.00'

T= 51.57'

L= 96.96'

P O

P C

P T

P O

.0 d is s ip a to r c la s s R

P la c e d r ip r a p e n e r g y

S to n e m a s o n r y h d w l x in c h p ip e c u lv

SUSPEND WORK

RESUME WORK

447+00.00

NORRIS CAMPGROUND ROAD

GRAND LOOP ROAD AT

447+60.00

CAMPGROUND ROAD

NORRIS

FOOTNOTE:

1 Provide smooth pavement connection, see Sheet C.4.

NPS Pkg. No. 54348 NPS Drwg. No. 101/109186

CUYD

EXC.

CUYD

EMB.

448 447

7272 7272

7274 7274

7276 7276

7278 7278

7280 7280

7282 7282

7284 7284

7286 7286

7288 7288

E.8

STATE PROJECT

e p te m b e r

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

C h e c k e d b y

D e s ig n e d b y

7 4

PRELIM

ARY

Not For

Con str uc

Existing ground

Norris Junction 1-inch depth

Curb, concrete, Curve= NGBPA10

R= 285.00'

Ts1= 349.93'

Ts2= 314.42'

L= 362.31'

Spiral= NGBPA10A f

Ls= 50.00'

Spiral= NGBPA10B f

Ls= 125.00'

Standard underdrain system RT

NOTE:

FOOTNOTE:

Wetland, typical

To Norr is G eys er B asin Pa rkin g

29203

29202

29201

AHEAD

STOP

CANYON VILLAGE

MADISON JCT.

NORRIS GEYSERS

NO SIGN

MPH ?

25 OR 35

MAMMOTH

MADISON JCT.

CANYON VILLAGE

Removal of curb, concrete

Construction limits

Construction limits underdrain system

Standard

4 4 p ip e c u lv e r t v it c la y

C a tc h b a s in ty p e

A R

T s a lv a g e R

R e m o v a l o f c a tc h b a s in

.7 p ip e c u lv e r t x

P la s ti c e n d s e c ti o n f o r p ip e c u lv e r t v it c la y

NPS Pkg. No. 54348 NPS Drwg. No. 101/109186 smh smh to match existing

Profile grade to match existing

Profile grade be staked

Line to

CUYD

EXC.

CUYD

EMB.

40 35 30

7510 7510

7515 7515

7520 7520

7525 7525

7530 7530

7535 7535

7540 7540

7545 7545

7550 7550

E.9

STATE PROJECT

e p te m b e r

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

C h e c k e d b y

D e s ig n e d b y

Contour interval is 1 foot.

Lake Pit according to the CO.

Haul salvaged concrete structures to, and stockpile at Ice

Summary of Drainage Quantity Sheets for additional quantities.

See Sheet C.1 for pavement structure quantities, and the

Includes removal of existing pipe culverts and end sections.

culvert cross-sections for additional details.

Provide smooth pavement connections, see Sheet C.4 and and remaining in-place underdrain system.

connecting the new underdrain system to catch basin type 1A

Includes removing 10' of existing underdrain system, and

Match cross-section of existing curb.

6 7

4 7

POT 3

00.

30+

11.

+36 .7

C S

S T

P O

PRELIM

ARY

Not For

Con str uc

10.4 x 16 60404 60501 60510 60801

-1200 -1400 -1900 -2000 -3500 -1000 -2000 -3000 -0800 -0900 -1000 -0200 -0400 -0600 -0600 -0800 -1000 -0000 0800 -0200 -0300 -0500 -0600 -0700

Paved waterway type 2

(6' width) DIAMETER or SPAN x RISE (inch) (SQYD) 24" 30" 36" 18" 24" 36" 18" 24" (EACH) (LNFT) (LNFT) (SQYD) 18" 24" 30" 36"

51+15 53 2 VC 1/ (Size?)

58+62 RT 1 1

58+70 1 4.5 41 2 X/P 61+72 4.5 41 2 X/P 66+00 2 4.5 56 2 X/P 2/ (?)

78+91 4.5 65 2 X/P 1/ 86+13 4.5 46 2 X/P

90+03 1 4.5 44 2 VC 2/

95+30 LT 140 VC 3/ (Type?)

96+07 RT 57 VC 1/ (Type?)

96+33 1 4.5 59 2 X/P (Type?)

102+00 LT 4.5

104+50 LT 1 (Class?)

106+50 4.5 42 2 X/P 109+88 2 4.5 42 2 X/P 114+96 48 2 VC 1/ (Size?)

125+00 1 4.5 72 2 X/P 136+25 4.5 50 2 X/P 137+98 4.5 44 2 X/P 1/ (Type?)

141+92.30 4.5 87 2 VC (Type?)

142+00 2 1 149+03 4.5 79 2 VC See Sheet x.x 153+95 1 4.5 154+31 4.5 76 2 X/P 162+77 2 1 164+00 4.5 41 2 X/P 168+80 4.5 48 2 X/P 171+74 48 2 X/P (Dissipator?)

175+75 4.5 43 2 VC

175+80 RT 10 VC 4/ (Type?)

178+55 RT 540 VC 5/ (Type?)

186+91 42 2 VC 1/

191+75 4.5 43 2 X/P 192+65 1 199+39 43 2 X/P

CUMULATIVE TOTAL 0 13 0 5 0 0 0 1 94.5 1205 48 0 0 0 0 0 0 0 680 67 0 0 0 0 46 2 0

NOTE: FOOTNOTE: Allowable pipe culvert material

1. Steel pipe culvert minimum wall thickness is the larger of ____" or the thickness required 8. Salvage and conserve headwall, and stone 1/ Skewed pipe, see Plan Section D. A Aluminum by the Std. 602-1 fill height table. masonry stones for incorporation into new work. 2/ Abandon existing pipe culvert in place. AS Aluminized steel

2. Aluminized steel pipe culvert minimum wall thickness is the larger of ____" or the 9. Dispose removed pipe culverts 3/ 94+60 LT to 96+00 LT C Concrete thickness required by the Std. 602-1 fill height table (steel). unless otherwise stated. 4/ 175+75 RT to 175+85 RT GS Galvanized steel

3. Aluminum pipe culvert minimum wall thickness is the larger of ____" or the thickness 5/ 175+85 RT to 181+25 RT P Plastic required by the Std. 602-1 fill height table. (blank) Any appropriate material

4. Plastic pipe is not allowed when final installation is exposed. Furnish metal end sections for VC Vitrified Clay all plastic pipe including those specified with bevels. See Std. 602-5 for acceptable cell class. X/__ Any appropriate material

5. See Std. 602-7 for acceptable concrete cell class. except __

6. Pipe limits are approximate and require field fitting to existing conditions.

7. Install Class 3 Energy Dissipators at culvert outlets unless otherwise stated.

6-inch outlet Pipe

20301

Removal of stone masonry

Removal of

(EACH)

60202

Pipe culvert

(LNFT)

arch/elliptical

6020125101 60210

Class

Allow.

Pipe

Material

(See key below)

62011 62002-0000

End section for pipe culvert

(EACH)

Catch basin, type 1

Standard underdrain system Pipe End Section

BEVELS

1V:nH

FOOTNOTES

See below for numbered footnotes

STATION

EST

MAX

COVER

(ft)

STR EXC

(CUYD)

Placed riprap, energy dissapator

(CUYD)

Lt Rt

PAY ITEM NUMBER

Stone masonry headwall for pipe culvert

(EACH)

Stone masonry

(SQYD)

Basin Channel

Mainline Culverts:

Class

Head-wall

Inlet Pipe

Culvert

TABULATION OF DRAINAGE QUANTITIES (SCHEDULES A, B, C, AND D)

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

STATE PROJECT

G.1 c:

\m yf ile s\ pw

_p ro du ct io n\ dm s1 ye ga .x ls ]U

S _C us to m ar y 4-

S ep

-2

M C

C ho y 1/

A ho la

D es ig ne d by

C he ck ed b y:

NUMBER

SHEET

PRA YELL 10(17)WY

PRELIM

ARY

Not For

Con str uc

60201 60404 60501 60510 60801

-1200 -1400 -1900 -2000 -3500 -1000 -2000 -3000 -0800 -0900 -1000 -0200 -0400 -0600 -0600 -0800 -1000 -0000 0800 -0200 -0300 -0500 -0600 -0700

Paved waterway type 2

(6' width) DIAMETER or SPAN x RISE (inch) (SQYD) 24" 30" 36" 18" 24" 36" 18" 24" (EACH) (LNFT) (LNFT) (SQYD) 18" 24" 30" 36"

0 13 0 5 0 0 0 1 94.5 1205 48 0 0 0 0 0 0 0 680 67 0 0 0 0 46 2 0

211+32 2 7 4.5 24 14 2 VC see Sheet x.x (T&S?)

214+99 RT 30 see Sheet x.x (Size?)

215+00 RT 3

215+09 50 2 VC 1/ (Type?)

215+19 LT 42 see Sheet x.x (Size?)

219+98 2 4.5 61 1 2 VC See Sheet x.x (T&S?)

222+50 LT 119 VC 4/ (Type/Geo?)

224+37 RT 169 VC 5/ (Type/Geo?)

226+15 4.5 43 2 X/P 228+20 4.5 41 2 X/P 233+50 4.5 60 2 X/P 236+14 41 2 X/P 239+50 LT 54 VC 6/ (Type/Geo?)

239+75 RT 50 VC 7/ (Type/Geo?)

242+70 4.5 46 2 X/P 250+34 4.5 46 2 VC (Size?)

254+17 1 56 2 VC 1/ (Size?)

254+50 RT 10 see Sheet x.x (Size?)

259+80 4.5 85 2 VC 1/

260+53 4.5 80 2 VC 1/

261+59 4.5 70 2 VC 1/

262+63 4.5 85 2 VC 1/

266+10 51 2 VC 1/

275+28 4.5 51 2 X/P (T&S?)

CUMULATIVE TOTAL 0 18 0 5 0 20 0 1 149 1876 216 51 0 0 0 0 0 1 899 240 42 14 30 0 70 8 2

NOTE: FOOTNOTE: Allowable pipe culvert material

2. Aluminized steel pipe culvert minimum wall thickness is the larger of ____" or the 9. Dispose removed pipe culverts 3/ See Sheet x.x for details. C Concrete thickness required by the Std. 602-1 fill height table (steel). unless otherwise stated. 4/ 223+50 RT to 222+50 LT GS Galvanized steel

3. Aluminum pipe culvert minimum wall thickness is the larger of ____" or the thickness 5/ 223+50 RT to 225+19 RT P Plastic required by the Std. 602-1 fill height table. 6/ 239+50 RT to 239+50 RT (blank) Any appropriate material

4. Plastic pipe is not allowed when final installation is exposed. Furnish metal end sections for 7/ 239+50 RT to 240+00 RT VC Vitrified Clay all plastic pipe including those specified with bevels. See Std. 602-5 for acceptable cell class. X/__ Any appropriate material

5. See Std. 602-7 for acceptable concrete cell class. except __

6. Pipe limits are approximate and require field fitting to existing conditions.

7. Install Class 3 Energy Dissipators at culvert outlets unless otherwise stated.

PAY ITEM NUMBER

20301 25101 60202 60210

62002-0000

STATION

EST

MAX

COVER

(ft)

STR EXC

(CUYD)

Removal of (EACH) Removal of stone masonry

Placed riprap, energy dissapator

(CUYD)

Class

62011 Allow.

Pipe

Material

(See key below)

BEVELS

1V:nH

FOOTNOTES

See below for numbered footnotes

Lt Rt

Pipe culvert

(LNFT)

End section for pipe culvert

(EACH)

Catch basin, type 1

Standard underdrain system

6-inch outlet Pipe

Stone masonry

(SQYD)

Channel

PREVIOUS SHEET TOTAL

Mainline Culverts: (Cont'd)

Stone masonry headwall for pipe culvert

(EACH)

Head-wall

Inlet Pipe culvert Pipe end section arch/elliptical Basin

TABULATION OF DRAINAGE QUANTITIES (SCHEDULES A, B, C, AND D)

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

STATE PROJECT

G.2 c:

\m yf ile s\ pw

_p ro du ct io n\ dm s1 ye ga .x ls ]U

S _C us to m ar y (2

S ep

-2

M C

C ho y 1/

A ho la

D es ig ne d by

C he ck ed b y:

NUMBER

SHEET

PRA YELL 10(17)WY

PRELIM

ARY

Not For

Con str uc

60201 60404 60501 60510 60801

-1200 -1400 -1900 -2000 -3500 -1000 -2000 -3000 -0800 -0900 -1000 -0200 -0400 -0600 -0600 -0800 -1000 -0000 0800 -0200 -0300 -0500 -0600 -0700

Paved waterway type 2

(6' width) DIAMETER or SPAN x RISE (inch) (SQYD) 24" 30" 36" 18" 24" 36" 18" 24" (EACH) (LNFT) (LNFT) (SQYD) 18" 24" 30" 36"

0 18 0 5 0 20 0 1 149 1876 216 51 0 0 0 0 0 1 899 240 42 14 30 0 70 8 2

Norris Geyser Basin Access

33+92 2 58 2 VC 4/

36+83.73 1 1 49 1 1 10 VC 1/ 4/ 5/

Norris Campground Access

447+00 4.5 45 2 VC

Norris Overlook B Parking 820+13 35 2 X/P 821+90 LT 4.5 6/ (Size?)

Norris Overlook A Parking 872+53 4.5 75 2 VC 1/ (Matl Avail?)

Roaring Mountain Parking

2591+69 LT 2.7

2592+80 LT 2.7

2592+80 RT 2.7

Grand Loop Road Schedule B & D 673+30 2 42 2 X/P (Size?)

Grand Loop Road near Elk Park

666+21 1 60 1 10 VC 5/

PROJECT TOTAL 0 20 2 5 3 20 2.7 6.4 162 2130 216 51 110 0 0 2 1 3 899 260 42 14 30 4 74 8 2

NOTE: FOOTNOTE: Allowable pipe culvert material

3. Aluminum pipe culvert minimum wall thickness is the larger of ____" or the thickness 5/ Vitrified Clay Collector Pipe P Plastic required by the Std. 602-1 fill height table. 6/ Field fit with Rock Outcropping (blank) Any appropriate material

5. See Std. 602-7 for acceptable concrete cell class. except __

6. Pipe limits are approximate and require field fitting to existing conditions.

7. Install Class 3 Energy Dissipators at culvert outlets unless otherwise stated.

Other Culvert Locations:

60202 arch/elliptical

Pipe culvert

(LNFT)

Basin Pipe end section

Class

Class 3 Lt Rt

PREVIOUS SHEET TOTAL

Stone masonry

(SQYD)

Stone masonry headwall for pipe culvert

(EACH)

Head-wall

Inlet Pipe culvert

FOOTNOTES

See below for numbered footnotes

STATION

EST

MAX

COVER

(ft)

STR EXC

(CUYD)

Removal of (EACH) Removal of stone masonry

PAY ITEM NUMBER

Placed riprap, energy dissapator

(CUYD)

End section for pipe culvert

(EACH)

Catch basin, type 1

20301 25101 60210 62011 Allow.

Pipe

Material

(See key below)

BEVELS

1V:nHStandard underdrain system

6-inch outlet Pipe

62002-0000

Channel

TABULATION OF DRAINAGE QUANTITIES (SCHEDULES A, B, C, AND D)

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

STATE PROJECT

G.3 c:

\m yf ile s\ pw

_p ro du ct io n\ dm s1 ye ga .x ls ]U

S _C us to m ar y (3

S ep

-2

M C

C ho y 1/

A ho la

D es ig ne d by

C he ck ed b y:

NUMBER

SHEET

PRA YELL 10(17)WY

PRELIM

ARY

Not For

Con str uc

NO SCALE

G.4a

STATE PROJECT

y e g b .d g n

S S u r ft

C e c k e d b

C h o e s ig n e d b y

NPS PMIS. No. 54348 NPS Drwg. No. 101/109186

STATE

6" 6"

Vari able

D W and estimated quantities.

See Tabulation of Drainage Quantities Sheets for locations

Modify headwalls as directed by the CO where pipes are skewed.

where the headwall is less than 24-inches shoulder subgrade.

Construct headwalls parallel to the roadway line and grade

FOR PIPE CULVERT

STONE MASONRY HEADWALL

ROUND PIPE

SINGLE PIPE

(cuyd)

Stone(in)

(ft)

0.88

1.27

1.75

3.30

5.54

8.69

12"

15"

18"

24"

30"

36" 2'-0"

1'-8"

1'-4"

1'-0"

1'-0" 1'-2"

1'-4"

1'-6"

1'-10"

2'-2"

2'-6"

3'-0"

3'-3"

3'-6"

4'-4"

5'-2"

6'-0"

3'-8"

4'-4"

5'-0"

6'-4"

7'-8"

9'-0"

Single Pipe

ROUND OR PIPE ARCH

FRONT ELEVATION SIDE ELEVATION ISOMETRIC VIEW

Concrete footing

4-inch compacted depth Bed course, typ., PIPE ARCH

SINGLE PIPE

(cuyd)

Stone(in)

(in)

(ft)

8.6929" 2'-6" 6'-0" 9'-0"42"

(ft)

2'-0"

PRELIM

ARY

Not For

Con str uc

NPS PMIS No. 54348 NPS Drwg. No. 101/109186

NO SCALE

STONE MASONRY, BASIN

8" 3" 2'-0" 3" 8"

SECTION A-A

PLAN

Flow line

G.6

STATE PROJECT

e p te m b e r

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

C h e c k e d b y

D e s ig n e d b y

Topsoil and mulch all disturbed slopes upon completion.

Construct stone masonry according to Section 620.

according to Section 203.

Remove and conserve existing stone masonry rock at this site

PRELIM

ARY

Not For

Con str uc

NO SCALE

G.9

STATE PROJECT

e p te m b e r

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

C h e c k e d b y

D e s ig n e d b y

Topsoil and mulch all disturbed slopes upon completion.

Construct stone masonry according to Section 620.

site according to Section 203.

Remove and conserve existing stone masonry rock from this

STONE MASONRY, CHANNEL

soil material

Remove stockpiled soil material

Remove stockpiledExisting

Channel

Ditch linePATTERN ?

soil pile

Remove

2'-6"

SECTION A-A

Flow line

(t y p )8 h e ig h t soil pile

Remove

1:1.75 m

ax. PRELIM

ARY

Not For

Con str uc

SHEET 1 OF 3

6-FOOT WIDTH

PAVED WATERWAY TYPE 2

Cut slope

V a ria b le le n g th

Fill slope

Top of cut

Variable slope

Inlet-side

Outlet-side

INLET-SIDE ELEVATION VIEW

Existing ground line

Stone masonry headwalls

Paved waterway, type 2 variable length headwall masonry

Stone

Ditchline or ditch lining

Energy dissipator

SECTION D-D

Finished ditchline

Stone masonry headwall

Pipe culvert

Variable slope of waterway

Flat part of waterway

G.10

STATE PROJECT

e p te m b e r

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

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not For

Con str uc

SHEET 2 OF 3

6-FOOT WIDTH

PAVED WATERWAY TYPE 2

A See Detail A

Culvert pipe

Headwall

P a v e m e n t e d g e

Variable length

Toe of fill

Paved waterway, type II

PLAN

SECTION B-B

Paved waterway, Type 2

Loose riprap, class 3

Variable slope

P a v e d w a te r w a y t y p e I I

V a r ia b le l e n g th

SECTION A-A

bedding material

Uniformly compacted

B B

DETAIL A

Loose riprap, class 3

8' R

G.11

STATE PROJECT

e p te m b e r

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

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not For

Con str uc

SHEET 3 OF 3

6-FOOT WIDTH

PAVED WATERWAY TYPE 2

P a v e m e n t e d g e

Variable length

A See Detail A

Variable length

Variable slope

ELEVATION

B B

SECTION E-E

SECTION B-B

Variable slope

SECTION A-A

DETAIL A

PLAN

Paved waterway, type 2

Headwall

Paved waterway, type 2

Placed riprap, class 2 placed riprap class 2

Energy dissipator, ENERGY DISSIPATOR

B B waterway, type 2

Paved

.8 m waterway, type 2

Paved

DITCH LINING

Ditch lining

Headwall

Toe of fill

Pavement edge edge

Pavement

Culvert pipe

Rubble masonry

Type II mortar bedding material

Uniformly compacted

Culvert pipe

Pavement edge

G.11a

STATE PROJECT

e p te m b e r

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

C h e c k e d b y

D e s ig n e d b y

PRELIM

ARY

Not For

Con str uc

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