J-Sheets.pdf

NO SCALE

FOOTNOTE:

NOTE:

to sidewalk, asphalt.

Construction of pedestrian access ramp, asphalt is subsidiary1.

by the CO.

Adjust widths in the field to fit field conditions as directed max. m a x max.

1:12

21:12

PARALLEL PEDESTRIAN ACCESS RAMP

6' 6'

Curb

Sidewalk

(PEDESTRIAN ACCESS RAMP)

STONE CURB DROP DETAIL

6' or stone curb drop

Log curb cutout

Gutterline

12-inch depth

Curb, stone, type 1, CURB TREATMENTS

ACCESSIBLE

6' 3'

3'

4" compacted depth

Bedding material, J.1

STATE PROJECT

NUMBER

SHEET

WY

PRA YELL 10(19)

A

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 r 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

Pay limits

NPS Drwg. No. 101/130820

NPS PMIS Nos. 86308 & 2131522

CORNER DETAIL

LOG CURB

SECTION A-A

LOG CURB DETAIL

Log curb

A

A

45° location of curb, log, typ.

Begin / end / curb cut

Backfill li m it

C o n s tr u c ti o n

LOG CURB CUTOUT DETAIL

45° grade

Finish

Lap joint

6"

" dia. bar 15" long4

6"6" "2 1Recess bar hclu m dna liosp ot devr esnoc decal P seiraV

6"

Finish grade

12" diameter

Peeled and treated log, 4'

12"

" dia. bar 4' long4

LOG CURB DETAILS

SIDEWALK AND

NO SCALE

through center of cutout

"2 1Reduce aggregate depth by 1

Angle varies, adjust to field fit

Bedding material 4" compacted depth

Bedding material

J.2

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 ll r 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

PLAN

TREATMENT DETAIL

STONE CURB END

Stone curb 45° roadway pavement

Asphalt concrete sidewalk

Asphalt concrete

NOTE:

J.3

STATE PROJECT

y e ll r c .d g n

U

S S u r ft

D

S

J a c k s e c k e d b y

S m it e s ig n e d b y

12"

NO SCALE

AND STONE EDGING DETAIL

ASPHALT SIDEWALK WITH STONE CURB

AND STONE EDGING DETAIL

ASPHALT SIDEWALK WITH STONE CURB

Variable w idth

4.

3.

2.

1.

(finish grade)

Asphalt pavement

Bottom of curb

(finish grade)

Asphalt pavement from 1.5' to 3' in length type 1, 12" depth

Cut stone curb, 10"

12" depth

Stone curb, type 1, 10" sidewalk 3" depth

Asphalt concrete stone edging.

Chiseled stone finish on all exposed sides of stone curb and

Provide 0.5-inch to 1.5-inch mortar joints between stones.

Cut stone edging to lengths of 16-inch to 36-inch.

in all other areas.

less than 40-feet. Cut stone curb to lengths of 18-inch to 36-inch

Provide stone curbing 18-inch to 24-inch in length in curve radii

STONE EDGING DETAILS

STONE CURB AND

SIDEWALK AND

PLAN

roadway pavement

Asphalt concrete sidewalk

Asphalt concrete

12"

Variable w idth according to Sheet C.1 disturbed soil areas

Topsoil and mulch

(finish grade)

Asphalt pavement from 1.5' to 3' in length type 1, 12" depth

Cut stone curb, 10"

12" depth

Stone curb, type 1, 10" sidewalk 3" depth

Asphalt concrete

AND STONE CURB DETAIL

ASPHALT SIDEWALK WITH STONE CURB

AND STONE CURB DETAIL

ASPHALT SIDEWALK WITH STONE CURB

10"

12" depth

Stone curb, type 1, 10" li m it s

C o n s tr u c ti

12" depth

Stone curb, type 1, 12" depth

Stone curb, type 1, 12" depth

Stone curb, type 1, Bedding material

Bedding material

Edge of Asphalt Concrete

4"

See Sheet J.4 for full detail

2" x 12" Gray PVC Snowpole holder

4"

See Sheet J.4 for full detail

2" x 12" Gray PVC Snowpole holder

(STONE OR LOG CURB)

SNOWPOLE HOLDER DETAIL

NO SCALE

(PAVED WATERWAY, CONTIGUOUS)

SNOWPOLE HOLDER DETAIL

Asphalt gray PVC pipe

2" I.D. x 12"

Sidewalk

4"

4" compacted depth

Bed course, 4" stone or log curb

Face of gray PVC pipe

2" I.D. x 12"

2" type 2, contiguous

Paved waterway, 4" gray PVC pipe

2" I.D. x 12"

Top of pavement

Shoulder foreslope

Subgrade

1"

1:

Existing ground

(SHOULDER FORESLOPE)

SNOWPOLE HOLDER DETAIL

SNOWPOLE HOLDER

compacted depth

Bedding material, 4" compacted depth

Bedding material, 4"

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 y e ll r d .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

CLOSED

ROAD

DETAIL B

OBJECT MARKER

TYPE 3

OBJECT MARKER

TYPE 2

PLAN

Color: Reflectorized white

See Detail B this Sheet

See detail this sheet

12"

NOTE:

TIEBACK POST

DETAIL

DRAIN

DETAIL

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

Chain

Chain

(horizontal member)

Gate

Existing roadway match ground conditions

Slope concrete to tape (typical)

Place white reflective 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

12"

" max.2

" plate8

" plate4 sleeve (adjustable)

" dia. pipe2 standard steel pipe

3" dia. x 6'

" dia. steel rod2

" dia. hole8 5Drill steel pipe

" dia. standard2

" dia. hole8

" plate2 15" x 5" x

" PVC pipe2 chain (black, 24" length)

" carbon steel8 3Provide

W1

W2 W2 W2

GATE WIDTH DIMENSION

W1 W2DESCRIPTION

FOOTNOTE:

NO

PARKING

No Parking, R8-3a, 18" x 24", (Install only one sign for the entire gate width where applicable) steel pipe cap

Threaded to fit weld to pipe and pin

" dia. chain, 2

Concrete

Concrete

" plate cap 4" dia.8 weld nut to sleeve

" dia. bolt & nut,2

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

" dia. 2

Concrete steel pipe standard

3" dia.

20'-0" 6'-8" See Sheet N.1 for quantities.

J.5

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 ll r e .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 s ig n e d b

G v e r n m e n t fu r n is h e d

40-foot government furnished gate

4.

3.

2.

1.

Government furnished gate.

Concrete footing and pipe sleeve materials are subsidiary to

Mirror image other side of roadway.

the field.

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

Provide locking device as shown in Detail B.

NOTE:

Hand split, resawn shakes, 24" double courses, min.

OBSIDIAN CLIFF KIOSK

Obsidian Cliff Information about Obsidian Cliff

Information about Obsidian Cliff

Information about Obsidian Cliff

Information about Obsidian Cliff

Rock Thieves Information about Rock Thieves Information about Rock Thieves Information about Rock Thieves Information about Rock Thieves

18'

1'

2'3'8'3'2'

5'5'

2'x3' Plate glass

Stone masonry

12" Rafters

Finished Grade

FRONT VIEW

PLAN VIEW

END VIEW

CROSS-SECTION

2'X3' Plate glass

6"6"

Columnar Basalt

Columnar Basalt

Finished Grade

6'

3'

Columnar Basalt

Stone masonry

Rubble fill

J.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 ll r f.

d g n

S J a c k s o n

C

S m it h

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

12" Plate log

Ridgepole

Mount exhibits on own panel before fastening to back of case.

Use non-corroding, non-staining nails and screws.

texture of the stones conserved from the existing Obsidian Cliff Kiosk

Produce additional supplemental stones matching both color and corrosion from the wood preservatives used.

Fasten shakes with nails that will not experience accelerated

Use round head, brass or stainless steel screws on mouldings.

Furnish and install shutter with suitable fasteners to hang on rear.

components as directed by the CO. Use lag screws to fasten logs.

Furnish and install all required fasteners, and replacement wood according to the CO.

components as needed, and store materials to be reused

Carefully remove, clean, and salvage all wood and stone

Verify existing dimensions of structure before removing.

The dimensions shown are approximate average dimensions.

Remove/reset flagstones per CO. See Sheet E.1 for quantities.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

NO SCALE

Finished Grade

COMPONENT

(APPROX.)

QUANTITY

(2' Splice)

Ridgepole

4 each

2 each

Replacement

100%

FOR INFORMATION ONLY

REPLACEMENT SCHEDULE

COMPONENT

6 eachColumnar basalt

(2' Splice)

12" Plate Log

(2.5' Splice)

Rafters 18 each

Sub-roofing

Shakes &

NOTE:

FOOTNOTE:

EXHIBIT CASE DETAIL

SILL

JAMB

HEAD

"2

CL

Log post

FRONT VIEW END VIEW

7" beam-cut shelf

29" x 39" plate glass

4" stop

1" x 11 2"

Moulding

8" logs (2x) moulding

"2 11" x 1

"4

"2

"2

"4

"8 exterior plywoood

" Douglas fir4

Shutter space

Fit log sill into posts Log sill

3'

Stone masonry border

Stone masonry edging

Stone masonry filler stone masonry base

Weathered

15" typ.

Log post

Finish grade

" Plate glass4

"2

"4

1" "4

CROSS-SECTION

KIOSK DETAIL

4" 8"

PLAN - EXISTING CONDITIONS

Remove stone masonry edging

Remove stone masonry filler

Remove stone masonry border

Remove log post

8"

Log post

Fill gaps with mortar

'3

15" log post

6" Portland cement concrete

7.

6.

5.

4.

3.

2.

1.

the CO.

Paint outside and inside case frame red-beige or as directed by

Use round head, brass or stainless steel screws on mouldings.

Furnish and install shutter with suitable fasteners to hang on rear.

components as directed by the CO. Use lag screws to fasten logs.

Furnish and install all required fasteners, and replacement wood according to the CO.

components as needed, and store materials to be reused

Carefully remove, clean, and salvage all wood and stone

Verify existing dimensions of structure before removing.

The dimensions shown are approximate average dimensions.

Remove and reset kiosk according to Section 646.

welded wire mesh

W2.9 x W2.9

6" x 6"

Center

6" min.

MOOSE BOGS

Construct stone masonary border

MOOSE EXHIBIT KIOSK

9'-0"

2'-2"

Fasten exhibits to plywood

Finish grade

15" log post

Shim space

Wash

" Rubber weatherstrip4 3"-8

Breather hole

" Quarter round4

9'-0"

3'

2'-2"

3'-5"

5'-4"

5'-4"

6'-7" plate glass

29" x 39" guardwall.

Match thichness of adjacent concrete bed und stone masonry

Mount exhibits on own panel before fastening to back of case.

Use non-corroding, non-staining nails and screws.

Pack hole with glass wool.

Kiosk, as approved by the C.O.

texture of the stones conserved from the existing Moose Exhibit

Produce additional supplemental stones matching both color and roofing compound.

Caulk around log posts at finish grade with tarred felt and plastic corrosion from the wood preservatives used.

Fasten shakes with nails that will not experience accelerated

Ridgepole4'24" double courses, min.

Hand split, resawn shakes, 8" Plate log

J.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 ll r g .d g n

S J a c k s o n

C

S m it h

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

NO SCALE

COMPONENT

(APPROX.)

QUANTITY

(2' Splice)

8" Plate Log

(2' Splice)

Ridgepole

(4' Splice)

Log Post

4 each

2 each

2 each

Replacement

100%

FOR INFORMATION ONLY

REPLACEMENT SCHEDULE

COMPONENT

Sub-roofing

Shakes &

20'-0"

79" OC

Existing ground

Minor concrete

18"

"4

" thick wall steel pipe4 14" Ø X

FABRICATION AND INSTALLATION

REMOVE AND RESET

1.

(typ.)

J.8

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 r h .d g n

WY PRA YELL 10(19)

P e b r 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

HITCHING RAIL DETAIL

FOOTNOTE:

(EXISTING LOCATIONS)

NOTE:

See Sheet E.1 for quantities.

post, steel, pipe, hitching post (remove and reset).

Subsidiary to 63306-0700 post, steel, pipe, hitching post and

Weathered steel pipe conforming to 717.15.