A001_WY_PRA_YELL_10(17)_part_2_of_2.pdf

NO SCALE

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

FOOTNOTE:

NOTE:

CORNER DETAIL

LOG CURB

SECTION A-A

LOG CURB DETAIL

1:4 typ.slope

Log curb

A

A

45° location of curb, log, typ.

Begin / end / curb cut

Recess bar 1/2" grade

Finish li m it

C o n s tr u c ti o n grade

Finish

Lap joint

6"

6" 6" compacted depth

Bed course, 4" bar 4' long

" diameter4

6"

12" diameter

Peeled and treated log, bar 15" long

" diameter4

LOG CURB DETAILS

embankment

1.

2.

J.2

STATE PROJECT

NUMBER

SHEET

WY

PRA YELL 10(17)

A

M

F e b r 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 m s y e ll J .d g n

C h e c k e d b y e s ig n e d b

Vehicle Parking Area field adjust to fit

Angle varies, data listing.

Construct slopes according to the applicable staking report

See Sheet D.2 for quantities.

hclum dna liospot d evresnoc e calP

Topsoil and mulch according to Sections 624 and 625.

Apply wood treatment on log cuts according to Subsection 557.04.

Apply wood treatment on log cuts according to Subection 575.04.

1 Revised by Amendment No. 001

CLOSED

ROAD

DETAIL B

OBJECT MARKER

TYPE 3

OBJECT MARKER

TYPE 2

PLAN

Color: Reflectorized white

See Detail B this Sheet this Sheet

See Drain Detail

See detail this sheet side of roadway

Mirror image other

See Lock Detail A this Sheet

12"

NOTE:

LOCK

DETAIL A

TIEBACK POST

DETAIL

DRAIN

DETAIL

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

NO SCALE

Color: Black and reflectorized yellow

See detail this sheet

(Install on both sides of gate)

Object marker, type 3, (Install on both sides of gate)

Object marker, type 2

GATE AND OBJECT MARKERS

DOUBLE TUBULAR STEEL

steel pipe cap.

Threaded to fit

Chain

Chain

(horizontal member)

Gate

Concrete

Concrete

Existing roadway

Concrete match ground conditions

Slope concrete to tape (typical)

Place white reflective steel pipe standard

3" dia.

for 3" dia. pipe

Steel pipe cap (threaded), 6"

36"

24" steel pipe

3" dia. standard

(Install on one-side of gate only)

Road Closed, R11-2, 46" x 30", 3" steel pipe

3" dia. standard steel pipe

3" dia. standard

2" dia. hole steel pipe standard

3" dia.

12"

" max.2

" plate8

4" dia.

" plate cap8

" plate4 sleeve (adjustable)

" dia. pipe2 standard steel pipe

3" dia. x 6'

2 chains required per post weld first link to sleeve, " dia. chain by 1' long,8 weld nut to sleeve

" dia. bolt & nut,2 to pipe and pin

" dia. chain, weld2

" dia. steel rod2

" dia. hole8 5Drill steel pipe

" dia. standard2

1.

steel pipe

" dia. standard2

" dia. hole8

" plate2 15" x 5" x " PVC pipe2 chain (black, 24" length)

" carbon steel4 3Provide

" plate8

W1

W2 W2 W2

GATE WIDTH DIMENSION

W1 W2DESCRIPTION

16'-0"

20'-0"

5'-4"

6'-8"

J.4

STATE PROJECT

P

D e c e m b e r

U

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 ll J .d

C h e c k e d b s ig n e d b

40-foot gate width

32-foot gate width

5.

4.

3.

2.

FOOTNOTE:

See Sheet E.1 and Sheet N.1 for sign quantities.

Finish No. 3637, or approved equal).

(Glidden Spred Latex House Paint Dura-Flat, Stratford Brown, All-Purpose Metal Primer 5229 or approved equal) and a top coat

Paint gate upon completion. Paint with a prime coat (Glidden the field.

Verify width of gate and post height required, at each location in

Provide locking device as shown in Detail B.

" fillet.4 1All welds shall be

NO

PARKING

No Parking, R8-3a, 18" x 24", (Install only one sign for the entire gate width where applicable) adjusted in the field by the CO.

shown on right side gate width is approximate and may be

Install on the Grand Loop Road side of the gate. Installation

Install only on 32-foot wide gate for Norris Campground Road.

See Sheet E.14 for quantities.

See Sheet N.1 for quantities.

See Sheet E.15 for gate location.

See Sheet N.3 for gate locations.

N o r r is C a n y o n R o a d

R o u te

) NOTES:

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

N

YNP Cones

GPS

ASPHALT1

GPS

ASPHALT2ASPHALT2

(6)

(9)

(9a)

(12)

(9b)

(10)

GR

W

W W

GR

GR

GR

GR

GR

GR

YNP Maintenance Operation Area

YNP Maintenance Building

YNP Maintenance Building

Approximate site boundary m i.

t o N o r r is J c t.

m i.

t o C a n y o n J c t.

FOOTNOTES:

SCALE IN FEET

100050 200100

A cc ss

R o a d

SOURCE, AND PRODUCTION AREA

STAGING, STOCKPILING, MATERIAL

NORRIS ASPHALT

M.6

STATE PROJECT

e b r 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 m f.

d

C h e c k e d b y

D e s ig n e d b y

NORRIS ASPHALT SITE PLAN

9.

8.

7.

6.

5.

4.

3.

2.

1.

Sheet M.12.

requirements at Grebe Lake Pit have been met. See Note 2 on as directed by the CO up to 10,000 cubic yards after the disposal

Stockpile excess suitable material at Stockpiles (9), (9a), and (9b) operating at this site.

Install all temporary traffic control devices for this site before

Place erosion control devices as directed by the CO.

Process other stockpiles as needed before use.

areas for future use.

embankments. Stockpile extracted rock material at designated or equal to 12-inches before using material to construct

Screen common material to extract rock material greater than as directed by the CO.

Establish and manage designated processing areas and stockpiles

Park. See Subsection 104.06.

equipment and other projects occuring within Yellowstone National operations with Yellowstone National Park Service personnel and

Coordinate work areas and equipment activity to permit concurrent unless authorized by the CO.

identified in the stockpile legend. Do not use other stockpiles

Use of the stockpiles within this site is limited to the stockpiles

General site use is limited according to Subsections 105.04.

stockpile is exhausted.

other purposes until extraction of stone products from the stone masonry structures and stone curbs. Do not utilize rock for

Process stockpile to extract stone products for use in constructing otherwise directed by the CO.

not used in the construction of 408 material at this location unless

Not available for use. Stockpile excess recycled asphalt pavement

Material available for use as embankment.

be utilized for other purposes as approved by the CO.

for constructing stone masonry structures and stone curbs, may

Rock and reject material from the stockpile, that is not suitable

Approximate site boundary at silt fencing

Access Ro ad

G r a n d L o o p R o a d

R o u te

N o r r is J c t

.3 m il e s t o

NOTE:

FOOTNOTE:

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

SCALE IN FEET

1501005003050

(1)

(2)

(3)

(6)

G

SOURCE, AND PRODUCTION AREA

STAGING, STOCKPILING, MATERIAL

GIBBON MEADOW PIT

M.7

STATE PROJECT

e b r 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 m g .d

E a g le T e a m H g le T e m

C h e c k e d b y

D e s ig n e d b y : U

U

Boulder stockpiles

GIBBON MEADOW PIT SITE PLAN

operating at this site.

Install all temporary traffic control devices for this site before

Place erosion control devices as directed by the CO.

disturbance limits. Obtain site limits from the CO.

Limit equipment activity and disturbance to be within the existing material at Norris Asphalt.

Do not screen or crush material at this site. Screen and crush as directed by the CO.

Establish and manage designated processing areas and stockpiles

Park. See Subsection 104.06.

equipment and other projects occuring within Yellowstone National operations with Yellowstone National Park Service personnel and

Coordinate work areas and equipment activity to permit concurrent unless authorized by the CO.

identified in the stockpile legend. Do not use other stockpiles

Use of the stockpiles within this site is limited to the stockpiles and stone masonry; and utilizing material at this site as indicated.

which includes: staging; stockpiling; cutting stone for stone curbs

General use of the area shown is limited according to Section 105, 8.

7.

6.

5.

4.

3.

2.

1.

material to construct embankments.

Norris Asphalt according to Note 5 on Sheet M.6 before using masonry guardwalls.

Utilize material for only the construction of stone curbs or stone material to construct embankments.

Norris Asphalt according to Note 4 on Sheet M.6 before using

Material available for use as embankment. Process material at stockpile is exhausted.

other purposes until extraction of stone products from the stone masonry structures and stone curbs. Do not utilize rock for

Process stockpile to extract stone products for use in constructing

1 Revised by Amendment No. 001 be utilized for other purposes as approved by the CO.

for constructing stone masonry structures and stone curbs, may

Rock and reject material from the stockpile, that is not suitable

GPS

GIBPIT1

GPS

GIBPIT2

SCALE IN FEET

200'100'

CP

22682

WATER

ROAD

SERVICE

BM

50' 0' 100' 300' of available area

Approximate limits

GATE

45MPH

SPEED

GARDNER

R

IV

ER

NOTE:

FOOTNOTE:

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

.5 m il e t o M a m m o th

.5 m il e s t o N o r r is J c t.

Existing stockpile

Existing stockpile

Existing stockpile

Access Road

N

Stockpile not available for use.

" diameter USDI (BM SLF 6) 19762

Access Road for Park Personnel Only

STAGING AND STOCKPILING SITE

SWAN LAKE PIT

M.8

STATE PROJECT

e b r 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 m h .d

C h e c k e d b y

D e s ig n e d b y

SWAN LAKE PIT STAGING AND STOCKPILE AREA

operating at this site.

Install all temporary traffic control devices for this site before

Place erosion control devices as directed by the CO.

Manage designated stockpile areas as directed by the CO.

Park. See Subsection 104.06.

equipment and other projects occuring within Yellowstone National operations with Yellowstone National Park Service personnel and

Coordinate work areas and equipment activity to permit concurrent access for the project duration.

Limit vehicular use to the access road shown. Maintain a clear

Park and are not available for use.

The existing stockpiles shown is property of Yellowstone National which includes: staging and stockpiling only.

General use of the area shown is limited according to Section 105, 7.

6.

5.

4.

3.

2.

1.

1 Revised by Amendment No. 001

X

X

X

X

FOOTNOTE:

N.1

STATE PROJECT

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 m s y e ll n a .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

QUANTITIES

TABULATION OF

TEMPORARY TRAFFIC CONTROL NOTE:

Flagger location

Channelizing device

Portable sign

TEMPORARY TRAFFIC CONTROL LEGEND:

Type 1 barricade

Type A warning light

Type B warning light

A

B

Type C warning lightC

Creek Pit. See Sheet N.7 for details.

Pit, Norris Asphalt, Gibbon Meadow Pit, Swan Lake Pit; and Arnica

Install signs for the following locations: Grebe Lake Pit; Ice Lake

See Section 156 for applicable closure date information.

3.

2.

1.

Section 156.

The CO may allow closures to perform work according to construction sign colors.

For all the MUTCD numbered construction signs, see MUTCD for personnel and the travelling public.

field as directed by the CO to ensure the safety of all construction plans are approximate, and are subject to adjustments in the

The location of temporary traffic control devices as shown on the

1 Revised by Amendment No. 001.

W20-1

ROAD WORK

END

R11-2

WORK

AHEAD

ROAD

W20-3 W20-3

W20-3

AHEAD

CLOSED

ROAD

Sup.

Ref-211 PM - 7 AM or

CLOSED

ROAD

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

T o T o w e r

To Gardiner

To Norris

Campground Indian Creek

Sheepeater Cliff

Peak Bunsen

Mammoth

AHEAD

MILE4

CLOSED

ROAD

500 FT

CLOSED

ROAD

G20-2

N

N.4

STATE PROJECT

D e c e m b e r

U

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 ll n d .d

C h e c k e d b y

D e s ig n e d b y

(SHEET 2 OF 2)

PROJECT LIMIT SIGNING

686+00

GRAND LOOP ROAD

SCHEDULES C AND D

END WORK

FOOTNOTE:

BARRICADE, TYPE 3

LEGEND

NOTE:

2.

1.

for the Southern approach to the work area.

Signs installed along Northern approach are to be mirrored not warrant road closure.

barricades immediately when the work being performed does closures start. Remove or adjust road closure signs and

Install road closure signs and barricades before actual road

R11-2 CLOSED

ROAD

1 3

673+00

GRAND LOOP ROAD

SCHEDULES C AND D

RESUME WORK

Cover with Ref-1 sign when applicable, see Sheet N.3.

intersection with the Indian Creek Campground Road.

Install barricades just south of the Grand Loop Road intersection with the Sheepeater Cliff Road.

Install barricades just south of the Grand Loop Road

Install sign on center of center type 3 barricade.

intersection with the Indian Creek Campground Road.

Install barricades just North of the Grand Loop Road

1 Revised by Amendment No. 001.

NO SCALE

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

N.7

STATE PROJECT

D e c e m b e r

U

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 ll n g .d

C h e c k e d b y

D e s ig n e d b y

Traffic flow

Traffic flow

WORK ZONE

(WITHIN EXISTING ROADWAY)ROAD

CLOSED

R11-2

ROAD

CLOSED

R11-2

NOTE:

LEGEND:

Point slanted stripes in the direction shown.

Temporary traffic control, type 3 barricade.

FOOTNOTE:

ROAD

CLOSED

R11-2

Work Zone

DO NOT

BLOCK

INTERSECTION

R10-7 travelled way

Edge of barricade, type 1, typ.

Temporary traffic control, pavement markings, (white)

Temporary traffic control, pavement markings, (yellow)

Temporary traffic control, END

END

M4-8b

M4-8b

DETOUR DETOUR

M4-9RM4-9L

3 32 2

1.

work being performed in the area. See Sheets N.5-6.

Install other advanced work zone controls as applicable to the

(SHEET 3 OF 3)

WORK ZONE CONTROL

W11-10

W11-10 5

WORK ZONE CONTROL - DETOUR ALIGNMENTS

PARKING AREAS AND NO OUTLET ROADS

WORK ZONE CONTROL AT

o r N o r r is C a n y o n R o a d

G r a n d L o o p R o a d

Site Access

AND ARNICA CREEK PIT SITE

PRODUCTION SITES; DISPOSAL SITES;

STOCKPILE SITES; MATERIAL SOURCE AND

WORK ZONE CONTROL AT STAGING AND

by the CO.

Install two Type B Warning Lights on each sign, or as directed

Place above "Road Closed" Sign, or as directed by the CO.

Place 100-feet beyond end of Detour Alignment.

Place below "Road Closed" Sign.

Center on center type 3 barricade.

flow needs to follow.

slanted stripes pointed downward in the direction that traffic

Place at 20-foot spacing to delineate detour. Install with the

Place next to "Road Closed" Sign as directed by the CO.

1 Revised by Amendment No. 001.

NO

PARKING

R8-3 d g e o f p a v e m e n t

Single

Double ty p

SIGN POST INSTALLATION

45°45°

PLAN

Single

Double

SIGN INSTALLATION ANGLE

Local tangent

Ø=90°

Ø=93°

200' ±

On tangent alignment Ø=93°

PROFILE

NOTE:

NO SCALE

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

See Table on Sheet Q.5

Drilled breakaway holes

SIGN INSTALLATION DETAILS

TRAFFIC CONTROL

TEMPORARY

6' length 13' post, estimated treated timber

6" round m in lag bolts with washers

" diameter galvanized 8

N.8

STATE PROJECT

D e c e m b e r

U

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 ll n h .d

C h e c k e d b y

D e s ig n e d b y

1.

2.

3.

Stain posts according to Section 563.

Stain posts and prepare sign panels according to Section 633.

per post.

" diameter bolts8 3Attach sign panels with a minimum of 2-stained round posts.

Install signs in accordance with part 6 of the MUTCD, using

" diameter bolts per posts.8 3Attach sign panels with at least two, 1 Revised by Amendment No. 001.

P.21

Do not install backing material on temporary traffic control signs.

Prepare sign panels according to Sections 563 and 635.

4.

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

P.2

STATE PROJECT

F e b r 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 p b .d

C h e c k e d b y

D e s ig n e d b y

(Sheet 2 of 3)

QUANTITIES

TABULATION OF

PERMANENT TRAFFIC CONTROL NOTE:

FOOTNOTE:

See Sheets P.21-22 for additional sign installation details.

Obtain government furnished signs according to Section 633.

2.

1.

Signs to be installed on one post.

See Sheet P.17.

See Sheet P.14.

See Sheet P.16.

for "No Trucks" sign according to Section 633 before installation.

directed by the CO. Provide 12-inch by 12-inch plywood backing

Includes mounting "No Trucks" sign on one of the two posts as to Section 633 before installation.

12-inch x 12-inch metal sign. Provide plywood backing according to Section 633 before installation.

8-inch x 8-inch metal sign. Provide plywood backing according

1 Revised by Amendment No. 001.

3.

installed according to Sheet P.21 or as directed by the CO.

signs, at 39+00; 74+25; 162+25; and 173+00 are to be

Sign system, government furnished sign, panels, with TBD

1 3 and "No Trucks" symbols.

Single type 4 sign with "Norris Campground" message, "Tent", 27 1

STOP

STOP

Delineators to remain

Constructed turnout

Approach Road paving limits

Pavement markings, type B, solid yellow

Pavement markings, type B, solid white Pavement markings, type B, dotted white

Pavement markings, type B, solid white

P.16

STATE PROJECT

F e b r 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 p p .d

C h e c k e d b y

D e s ig n e d b y

CAMPGROUND

NORRIS

CLOSED FOR SEASON

CAMPGROUND

NORRIS

Edge of pavement

SIGNING AND STRIPING

NORRIS CAMPGROUND ROAD

MUSEUM

RANGER

MUSEUM

RANGER

RIVER

GIBBON

RIVER

GIBBON

see Sheet E.15 for details

Metal gate to be removed, FOOTNOTE:

Edge of pavement

Edge of pavement

Delineator to be removed

Snowpole holders to be removed type B, solid yellow

Pavement markings, Snowpole holder

Snowpole holder

29'1

50'R

50'R

447+25

Stop line subsidiary to removal of the gate.

Existing gate with "No Parking" sign. Removal of sign is

Subsidiary to snowpole holders.

ROARING MOUNTAIN PARKING

SIGNING AND STRIPING

THIS POINT

NO TRAVEL BEYOND

MT

ROARING

THIS POINT

NO TRAVEL BEYOND

P.17

STATE PROJECT

D e c e m b e r

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 p q .d

C h e c k e d b y

D e s ig n e d b y

NOTE:

Thermal Area

DANGER

Thermal Area

DANGER

BY WILDFIRE IN 1988

NATURALLY RESEEDED

10' ty p

POT 2593+62.951

Accessibility symbol parking pavement markings

Disabled access and no holder, typ.

Snowpole

STOP

STOP

2593+47

0+

Stop line

Stop line

25'R

30'R solid white, 4-inch width, typ.

Pavement markings, type B, solid yellow, 4-inch width, typ.

Pavement markings, type B, solid yellow, 4-inch width, typ.

Pavement markings, type B, typ.

Edge of pavement

Edge of pavement

Edge of pavement

DAOR POOL DNARG

Pedestrian access ramp

50'

35'35'

Curb, stone

Curb, stone

Stone masonry guardwall, type 1 Sidewalk, asphalt

Relocated kiosk

Curb, stone Curb, stone

14'

16'

1.

pedestrian access ramp as directed by the CO.

Center disabled access and no parking pavement markings on solid yellow, 4-inch width, typ.

Pavement markings, type B, solid white, 4-inch width, typ.

Pavement markings, type B, solid yellow, 4-inch width, typ.

Pavement markings, type B, solid white, 4-inch width, typ.

Pavement markings, type B, solid yellow, 4-inch width, typ.

Pavement markings, type B, 1 1

SHEEPEATER

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

N type B, broken yellow

Pavement markings, NOTE:

type B, solid yellow Pavement markings, P.18

STATE PROJECT

D e c e m b e r

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 p r .d

C h e c k e d b y

D e s ig n e d b y

Transition markings Removal of delineator, typ., 15 each

Gardner River Bridge

Snowpole holder, typ.

MPH

RIVER

GARDNER

RIVER

GARDNER

MPH

ROUGH

ROAD

RESUME WORK

END WORK

MPH

SHEEPEATER

CLIFF

SHEEPEATER

CLIFF

686+00

GRAND LOOP ROAD

SCHEDULES C AND D

670+40

GRAND LOOP ROAD

SCHEDULES C AND D

MPH

ROUGH

ROAD

SCHEDULES C AND D

SIGNING AND STRIPING

GRAND LOOP ROAD

(670+40 TO 686+00)

FOOTNOTE:

Pavement markings, type B, solid white

Pavement markings, type B, solid yellow

Edge of pavement

Edge of pavement

Transitio n markings

N

Signs to remain.

markings from 11-foot lane widths to width of existing lanes.

Transition all markings to match existing. Transition edge

Install all markings shown with only a single application.1.

45°45° d g e o f p a v e m e n t

Single

Double

SIGN POST INSTALLATION

SIGN INSTALLATION ANGLE

PLAN

PROFILE

Ø=90°

Ø=93°

200' ±

On tangent alignment Ø=93°

Local tangent

SELECTION TABLE

BREAKAWAY HOLE

(mm) hole diameter

Breakaway

DIAMETER

POST

NO SCALE

ty p length 13' post, estimated treated timber

6" mm round for hole size holes See table

Drilled breakaway

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

NOTE:

1.

6' m in

12"

10"

9"

8"

6"

4"

3"

"2

"4

"4 lag bolts with washers

" diameter galvanized8

INSTALLATION DETAILS

SIGN POST AND

" diameter bolts per post.8 3Attach sign panels with a minimum of 2

P.21

STATE PROJECT

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 p u .d

C h e c k e d b y

D e s ig n e d b y

SIGN

1 Revised by Amendment No. 001.

" diameter bolts per posts.8 3Attach sign panels with at least two, 2.

6-inch

3.

Subsection 633.05.

Install plywood backing on aluminum sign panels according to

Fabricate and install posts according to Subsection 633.04.

TYPE 1

(Government furnished sign panel)

SIGN INSTALLATION

Wood post

INSTALLATION in SOIL

TYPE 2

(Government furnished sign panel)

SIGN INSTALLATION

INSTALLATION with / SLEEVE

Wood post steel pipe

Concrete

24"

24"

NO SCALE

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

9"

OR

Wood post

Wood post dia.

6" dia.

6" dia.

6" dia.

9"

Wood post

V a r ie s

FOOTNOTE:

Asphalt sidewalk

7" approx. 2" depth

7" Standard

6" depth

Bed course

LAKE

NYMPH

V a r ie s

TYPE 3

(Government furnished sign panel)

SIGN INSTALLATION

signs along road

Message for

P.22

STATE PROJECT

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 p v .d

C h e c k e d b y

D e s ig n e d b

TYPE 4

(Government furnished sign panel)

SIGN INSTALLATION

Wood post

4'-3"

Varies

V a r ie s

RANGER MUSEUM

NORRIS

CAMPGROUND

(typ)

9" dia.

Thermal Area

DANGER

of sign messages and locations.

Sign messages and widths varies. See Sheet P.2 for description

SIGN, TYPES 1, 2, 3, AND 4

GOVERNMENT-FURNISHED

Sign will be provided by the government according to Section 633.

NOTE:

1.

PVC pipe

1 Revised by Amendment No. 001.

asphalt sidewalk Top of

Q.1

STATE PROJECT

y e q a .d g n

U

S S u r ft

D

C h e c k e d b y s ig n e d b y

NOTE:

FOOTNOTE:

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

NO SCALE

Sheet Q.3 for estimated removal area quantities.

at the estimated pavement depths shown. See this Sheet and the volume of existing pavement to be removed under Section 310

Total recycled aggregate quantities to be obtained is estimated as

Grand Loop Road, 670+40 to 686+00.

Boring data used to estimate the existing pavement depths along

See Sheet S.2 for the Gardner River Bridge Quantities.

See Sheet Q.7 for drainage quantities.

See Sheets Q.2-3 for pavement structure quantities.

5.

4.

3.

2.

1.

QUANTITIES

TABULATION OF

ground disturbing work.

To be installed with Soil Erosion Control devices before starting the work.

equipment, appearances and incidentals needed to complete fittings, cement, cleaners, and all other materials, labor, lacker rod, sealant, conduits, trenching, trench component, Sheet Q.10, which includes all hangers, diaphrams, sleeves, Includes all work associated with all conduit runs shown on

See Sheet Q.3 for quantity.

at Norris Asphalt.

base material to construct embankment. Stockpile unused base base) after the detour is no longer needed. Do not use removed the detour pavement structure (asphalt surface course and

Quantity for Gardner River Bridge Detour includes removal of

Embankment is subsidiary to roadway execavation.

the detour embankment after the detour is no longer needed.

Quantity for Gardner River Bridge Detour includes removal of

Q.3

STATE PROJECT

y e q c .d g n

U

S S u r ft

D

C h e c k e d b y s ig n e d b y

680+43.32 TO 686+00

670+40 TO 678+96.69

SCHEDULES C AND D

C le a r in g l im it

C le a r in g l im it

8' widening4' shldr.4' shldr. 11' travel way11' travel way compacted depth (placed in 2 equal lifts)

ESAL, type III pavement roughness, 4-inch maximum size aggregate, 0.3 to < 3 million

-inch nominal4 3Superpave pavement, Top of subgrade

Varies lio sp ot de vr es no c e calP lio sp ot de vr es no c ec alP do ht e m yr d , gni hcl uM do ht e m yr d , gni hcl uM

Varies

Blotter grade CSS-1, CSS-1h, SS-1 or SS-1h

Fog seal, emulsified asphalt

1' typ.

1:4

1:4 1:4

1:4

Variable

Variable

2 2

NOTE:

FOOTNOTE:

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

NO SCALE

3.

2.

1.

Geogrid, biaxial

Round slope

5" compacted depth (Placed in 2 equal lifts)

Cold recycled asphalt base course, LC

Round slope and 625.

Place conserved topsoil and mulch according to Sections 624

Round slopes according to Sheet C.2.

Conserve topsoil according to Section 204.

GRAND LOOP ROAD

(670+40 TO 686+00)

GRAND LOOP ROAD

TYPICAL SECTION

grade

Profile

CSS-1h, SS-1, or SS-1h

Tack coat, grade CSS-1, Outlet Pipe is subsidiary to 6-inch outlet pipe.

Outlet Pipe requirements. All Sheet C.5 work associated with the

Outlet pipe location is 673+27 LT. See Sheet C.5 for additional

Collector pipe limits are 673+00 LT to 673+27 LT.

Recycled aggregate base (pavement).

See Sheet Q.1 for estimated aggregate material obtained under to Section 310 for use under Setcion 408.

and stockpile the existing asphalt concrete pavement accroding

Before excavating or constructing embankment; remove, process, between 673+00 and 673+27. See Sheets C.4-5 for details.

Subexcavation, type 2. Full depth subexcavation limits are

Install across tack sprayed subgrade between 670+40 to 673+00.

Varies 0 to 4-feet from 670+40 to 672+20 and 683+70 to 686+00.

shown under the horizontal alignment curve data on Sheets Q.6.

Superelevate roadway on curves at the maximum rate "e" as

1,050

2,150

1,750

2,650

1 Revised by Amendment No. 001

4.1 details, and Sheet C.6 for geogrid subgrade installation details.

See Sheets C.4 and C.6 for type 4 subexcavation and backfill