GTSR_10(39)_Sheets_F-G.pdf

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

F lo w

GUARDWALLS

STONE MASONRY

ROES CREEK BRIDGE

A

A

B

B

C

C

A

A

B

B

C

C

NO SCALE

N

Expansion joint, typ.

Edge of traveled lane

Gravel shoulder

Edge of traveled lane

Gravel shoulder

Begin Bridge End Bridge

14’-0" 10’-0"

ABUTMENT 2ABUTMENT 1

See Sheet F.4 for details guardwall, type 7, typ.

Construct stone masonry

See Sheet F.4 for details guardwall, type 9, typ.

Construct stone masonry

See Sheet F.4 for details guardwall, type 8, typ.

Construct stone masonry

ELEVATION

PLAN

14’-0"

10’-0"

See Sheet F.4 for details guardwall, type 9, typ.

Construct stone masonry

See Sheet F.4 for details guardwall, type 8, typ.

Construct stone masonry

See Sheet F.4 for details guardwall, type 7, typ.

Construct stone masonry

Proposed grade

Edge of pavement

Edge of pavement

1 1

(vaneer) typ. See Sheet F.4 for details

Construct stone masonry wall

FOOTNOTE:

1 See Sheet F.4 for details.

F.2

STATE PROJECT

NUMBER

SHEET

MT

PRA GLAC 10(39)

A

M

M a y

I n t_ ft

D c m y fi le s p w p r o d u c ti o n d m s g la c u b .d g n

R J o h n s o

W

M c

Q u is to

C h e c k e d b y

D e s ig n e d b y

El. 4528.81 ft El. 4528.90 ft

El. 4529.20 ft

Sta. 2296+00.00

El. 4528.81 ft

El. 4528.90 ft El. 4529.68 ft

El. 4529.77 ft

El. 4529.68 ft El. 4529.77 ft

El. 4529.98 ft

Sta. 2296+86.00

PRELIMINARY

NOT FOR

CONSTRUCTION

CHANNEL ANCHOR INSTALLATION DETAIL

FOOTNOTE:

ADJUSTABLE TIE INSTALLATION DETAIL

CHANNEL ANCHOR

NOTE:

F.3

STATE PROJECT

S e p

A

M g la c u c .d g n

U

S I n t2

D

J o h n s

C h e c k e d b y

M c

Q u is e s ig n e d b y

ANCHOR TIE

CORRUGATED

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

NO SCALE

wall veneer

Install stone masonry

Channel anchor

Channel anchor

Guardwall

Channel anchor

Top of concrete core

Channel anchors at 9" O.C.

1", min.

", max.2 concrete wing wall

Face of approved by the CO)

Stay-in-place shims shall be

(Shims may be required.

Center anchor in joint.

Face of wingwall

1", min.

m in

5.

4.

3.

2.

1.

of masonry joints.

Bend or clip anchor ties to provide 1-inch grout cover at face thickness, hot-dip galvanized.

anchor channels. Anchor ties shall be a minimum 12 gauge

Use corrugated anchor ties from the same manufacturer as the manufacturer.

fasteners or other anchor device as recommended by the

Attach channel anchors to existing concrete using expansion thickness, hot-dip galvanized.

concrete surfaces. Channels shall be a minimum 12 gauge

Use channel anchors designed to attach masonry to existing expansion/contraction joint.

Arrange stone masonry joints to follow same location as

Install at 12-inch maximum spacing.

comparable historic walls. Adjust width as directed by the CO.

Width of mortar joint may vary depending on width of face of vertical reinforcing bars.

Adjust location to obtain 2-inches minimum clearance to

DETAILS

CHANNEL ANCHOR

ROES CREEK BRIDGE

Cap stone

Guardwall, type 7, typ.

Construct stone masonry

Guardwall, type 8, typ.

Construct stone masonry

Guardwall, type 9, typ.

Construct stone masonry

See Sheet F.4 for details See Sheet F.4 for details See Sheet F.4 for details

PRELIMINARY

24"

TYPE 3

TYPICAL SECTIONTYPE 2

TYPICAL SECTION

NOTE:

NO SCALE

GutterlineGutterline or concrete retaining wall

Existing stone masonry

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

17" to 19"

#4 at 12" Spacing

N e w s to n e m a s o n r y g u a r d w a ll

Finished grade equal spacing, typ.

#6 Continuous at

Bed course, 6" depth concrete footing

Portland Cement

Stone

Toe

17" to 19" in

S h e e ts to d e p th s p e c if ie d o r c o n c r e te s to n e m a s o n r y

R e m o v e e x is ti

Existing ground

Cap stone

(ASHLAR CORE)

TYPE 8

TYPICAL SECTION A-A

Bridge deck Gutterline

TYPE 9

TYPICAL SECTION C-C

30"

Stone

Mortar

Mortar

Gutterline

#4 at 12" Spacing equal spacing, typ.

#6 Continuous at

Finished grade concrete footing

Portland Cement

Toe

Bed course, 6" depth

(ASHLAR CORE)

TYPE 7

TYPICAL SECTION B-B

wall (veneer) Stone masonry

S to n e m a s o n r y g u a r d w a ll

Cap stone

24"

Gutterline

2.

1.

See Sheet F.5 for Stone Masonry details.

Minimum splice length of 12-inches for all horizontal bars.

Mortar c r e n e ll a ti o n t o t o p o f m in c r e n e ll a ti o n t o t o p o f

Cap stone and veneer between cap stone

Mortar joint

Veneer

DETAIL

core wall

Concrete

24" 24" m in stone to core wall

Epoxy cap this sheet and veneer, see detail between cap stone core wall. Mortar joint

Epoxy cap stone to this sheet and veneer, see detail between cap stone core wall. Mortar joint

Epoxy cap stone to

TYPICAL SECTIONS

STONE MASONRY GUARDWALL

t o

V a r ie s

F.4

STATE PROJECT

P 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 g la c u d .d

J o h n s

G T S

R T e m

C h e c k e d b y

D e s ig n e d b y

PRELIMINARY

NO SCALE DETAILS

STONE MASONRY

NOTE:

Varies ty p typ.

6"

17" to 19"

PLAN

(ROADWAY SIDE OF WALL)

ELEVATION

Pay limits veneer wall masonry

Stone

PLAN

(ROADWAY SIDE OF WALL)

ELEVATION

RANDOM RUBBLE CAVITY DETAILS

VENEER DETAILS

ASHLAR DETAILS

limits pay veneer wall masonry

Stone

Top of guardwall of roadway

Proposed gutterline chute opening

Typical drainage of roadway

Gutterline ashlar blocks

Bottom of

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

(FILL SIDE OF WALL)

ELEVATION

(ashlar, type 1)

Stone masonry guardwall

Gutterline

(random rubble core, type 1)

Stone masonry guardwall rubble core footing

Bottom of random

G u a r d w ll chute opening

Typical drainage

G u a r d w a ll

F.5

STATE PROJECT

a y

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

d

J o h n s

S

R T e

C h e c k e d b y

D e s ig n e d b y

7.

6.

5.

4.

3.

2.

1.

transition, typ.

Top of wall crenellation

Crenellation

4.5’, typ.

12’, typ.

transition, typ.

Top of wall crenellation

See Sheets F.4 for Typical Sections.

See Sheet F.6 for details.

Drainage chute locations to be determined by the CO.

random rubble core guardwall.

Create an irregular joint where stone masonry veneer joins a stones.

whole stones only, creating an irregular seam. Do not cut existing existing wall. When removing existing stone masonry wall, remove

Create irregular joint where new or reset stone masonry joins

620.

Stone pattern shown is subject to the requirements of Section at deepest point on any face.

-Do not use stones that have indentations greater than 2-inches

-Generally uniform thickness. Do not use round cobbly shapes.

-Shapes are angular (square or rectangular). Edges are sharp.

and veneer stone:

General shape and character requirements of random rubble

-All stones exposed on top of wall, must be full depth of wall.

at deepest point on any face.

-Do not use stones that have indentations greater than 2-inches

-Generally uniform thickness. Do not use round cobbly shapes.

-Shapes are angular (square or rectangular). Edges are rounded.

General shape and character requirements of ashlar stone:

PRELIMINARY

NO SCALE

DETAILS

DRAINAGE CHUTE

5" of flow

Direction

30° t o

12"

5" of flow

Direction

30°

V a r ie s

2%

18" 6" to 12" ch ut e

Dr ai na ge A

A B

B

DETAILS

DRAINAGE CHUTE TYPE 1

DETAILS

DRAINAGE CHUTE TYPE 2

2"

DETAIL

CONCRETE EXTENSION

ELEVATION

PLAN

SECTION A-A

PLAN

WITH OUTER SLOPE

SECTION B-B

WITH WALL

SECTION B-B

5" of flow

Direction3

30°

SECTION C-C

C

DETAILS

DRAINAGE CHUTE, TYPE 3

PLAN

" deep2 1rock extension, Construct kerf in

Existing ground

NPS PMIS No. 140760 NPS Drwg. No. 117/108026 stone that has angle as shown chute opening provide a

At upstream side of drainage

C

2" stone that has angle as shown chute opening provide a

At upstream side of drainage

Rock extension

2"

Gutterline

18" Varies

Concrete extension

Existing ground

Gutterline

18"

18" 6" to 12"

Gutterline

Concrete extension

Concrete extension, see Detail

12" Rock extension

Gutterline

Concrete extension ch ut e

Dr ai na ge

Gutterline Gutterline

Rock extension

NOTE:

See Sheet I.1 for Drainage Chute locations and quantities.1.

deep" 2 1extension, Construct kerf in concrete

F.6

STATE PROJECT

S e p te m b e r

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

J o h n s

S

R T e

C h e c k e d b y

D e s ig n e d b y

Gutterline

18" pavement

Proposed

18" pavement

Proposed

18"

18"

18" 18"16"

Gutterline

Concrete extension

Proposed Pavement

FOOTNOTE:

Construct as shown in the in the staking report path listing.

Shape pavement to drain.

Install drainage chute 3" lower than proposed pavement.

stone that has angle as shown chute opening provide a

At upstream side of drainage

PRELIMINARY

NO SCALE

REPAIR DETAILS

STONE MASONRY GUARDWALL

EXISTING RANDOM RUBBLE GUARDWALL

EXISTING ASHLAR GUARDWALL

NOTE:

1.

quantities.

See table Sheet F.X for guardwall repair limits and estimated

Missing stone

Missing stone

Crack in mortar joint

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

Crack in mortar joint

Stone

Station limits

Missing crenellation

Chipped and/or spalling stone Missing stone

Stone masonry

Station limits

Roadway

H

W

UNDERPINNING

STONE MASONRY STRUCTURE

masonry structure

Existing stone masonry wall (veneer)

Construct stone outside face of wall

Existing ground at reinforced shotcrete

Hand excavate and fill with stone masonry structure.

Existing crevice at base of

FOOTNOTE:

-inches, whichever is less.2 1or 2 times the width (W)2 1Remove mortar to a depth (D) of 21

D

W masonry Face of stone

Mortar mortar Original

REPOINTING DETAIL

2171+92 to 2173+63, RT

F.7

STATE PROJECT

P

M a y

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

J o h n s

S

R T e

C h e c k e d b y

D e s ig n e d b y repair limits

Stone masonry guardwall repair limits

Stone masonry guardwall repair limits masonry guardwall repair limits guardwall repair limits

Stone masonry guardwall repair limits

Stone masonry guardwall

PRELIMINARY

53005

J o h n s h e c k e d b y

M c

Q u is e s ig n e d b y

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

1918+33

HORSE UNDERPASS

F.8

STATE PROJECT

S e p

A

M g la c u i.

d g n

U

S I n t2

D

P C

.1

P T

.5

Proposed grade

31’

7’-6"

11’-6"

Proposed grade1

NORTH HEADWALL

SOUTH HEADWALL

44’

18’-6"7’-6"18’ ty p

Remove trees, 2 total

1918+20, RT

1918+20, LT

Restack dry laid wall (8’w x 10’h) holes, 6 total

2" PVC drain

Drill and install

NO SCALE

N

See Horizontal Drain Detail

See Sheet F.7 for details wingwall, 18 sqyd.

Repoint southwest

12’

See Sheet F.7 for details wing wall, 14 sqyd.

Repoint Northeast

(includes all sides, top and bottom)

Repoint 16 sqyd, Stone masonry watering trough.

1918+25, 21’ LT

HORIZONTAL DRAIN DETAIL

2" WEEPHOLES

wingwall, 25 sqyd

Repoint Southeast

6 total. See detail this sheet

Install horzontal drain pipes (2" weepholes), parapet, 3 sqyd

Repoint South

Repoint Southwest wingwall, 18 sqyd

Repoint Northwest wingwall, 14 sqyd

Remove trees, 2 total

1918+47, RT

See Sheet F.7 for details

Repoint South parapet, 3 sqyd.

with grout or epoxy pipe and concrete\stone

Seal joint between PVC

%1

1’ 6"

DETAILS

HORSE UNDERPASS

masonary wall structure

Assumed back of

1’-6"

25 sqyd. See Sheet F.7 for details

Repoint Southeast wing-wall, NOTE:

FOOTNOTE:

Repoint North parapet, 2 sqyd

Repoint Northeast wingwall, 14 sqyd approved means, typ.

the pipe with standard coupling or by other

(non-woven). Secure the inlet geotextile to with earthwork geotextile, type I-A

Cover inlet end of solid PVC pipe

2 sqyd. See Sheet F.7 for details

Repoint North parapet, See Sheet F.7 for details

Repoint Northwest wingwall, 14 sqyd.

Outstanding park proposed trail on south side of culvert.

masonary wall structure.

Adjust horizontal drain length as necessary to penetrate to back of

PRELIMINARY

Direction of travel excavation

Work zone with as directed by the CO runoff around work zones

Use sandbags to divert

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

WORK ZONE SANDBAG DETAIL

SOIL EROSION CONTROL

Roadway LC

Locations to be determined by the CO.

NOTE:

1.

Flow

10’ 10’

CULVERT INLET

Outfall Protection

With Riprap

Outfall Protection

Without Riprap

CULVERT INLET

CULVERT DETAILS

SANDBAG WIER

G.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 s g la c s b .d

J o h n s

M c

Q u is

C h e c k e d b y

D e s ig n e d b y

NO SCALE

FOOTNOTE:

directed by the CO.

Place downstream of in water work areas. Reduce turbidity as 1

TREATMENT DETAILS

CULVERT INLET AND OUTLET

2 Amend as directed by the CO.

of pavement Proposed edge

10’ 10’Sediment wattle (typ.)

Sediment wattle (typ.)

Sandbag (typ.)

PRELIMINARY

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 9/2007

REVISED:

Drive stakes at each end and at 4’ spacing

(ft)

(ft)

3’ min.

3’ min. or t o m in

M in

SEDIMENT WATTLE

W157-20

3" to 5" Excavate trench 2"

1" x 1" Wood stake

NUMBER

SHEET

STATE

G.3

PROJECT

M a y

U

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

U.S. CUSTOMARY DETAIL

DETAIL

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NOTE:

NO SCALE

Flow direction to end, without overlapping the ends

Abut adjacent wattles tightly, end

Install wattles snugly into trench.

water from flowing around the wattle

Provide sufficient length to prevent soil to ground level

Backfilled and compacted

Fl ow conditions.

Use drainage ditch installation only in low flow permanent installations.

wattle while staking. Live stakes may be used for until wattle is secure to slope. Do not crush

T o e o f fi ll s lo p e

Existing ground

Slope

Sediment wattle

Stagger joints (typ.)

Sediment wattle

Existing ground (typ.)

Step 2: Backfill soil against wattles

ELEVATION

PLAN

ELEVATION

Direction of runoff Fi ll slo pe

Flow for each wattle

Stakes requiredWattle length

PLAN

Spacing Slope

WATTLE SPACING

STAKES REQUIRED

and install wattles

Step 1: Excavate trench disturbed areas

Runoff from

1:1

1:2

1:3

1:4 or flatter as specified in plans

Direction of runof f from distur bed area s

2.

1.

along contours.

Install wattles

PROPERLY STAKED AND ENTRENCHED WATTLE

WATTLE STAKING DETAIL

DRAINAGE DITCH INSTALLATION

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

sp ac in g ch ar t

S ee w at tl e

Stake and entrench wattle larger than wattle

PRELIMINARY

STANDARD NO SCALE

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE

G.4

PROJECT

g la c s d .d g n

U

S C u s to m a r y

S e p

A

STANDARD APPROVED FOR USE 6/2005

REVISED: 6/2007

m in m in m in

6" min. trench

4" min.

SILT FENCE

157-1

6 ft. (max.) spacing without fence support.

10 ft. (max.) spacing with fence support.

NOTE:

ELEVATION

PLAN

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

Flow

Fi ll slo pe

Flow

T o e o f s lo p e

Flow

Flow

(undisturbed)

Existing ground

Limits of clearing

Geotextile, type V-A

Support mesh

Steel or wood post

See Note 4 for spacing

Backfilled and compacted soil around the end of the silt fence prevent water from flowing

Provide sufficient length to fo r s p a c in g

S e e n o te

See Note 1

SILT FENCE INSTALLATION IN A DRAINAGE DITCH

around the ends.

of silt fence upgrade to prevent water from running

Install silt fence along ground contours. Curve ends does not slide down, supporting posts.

types must ensure silt fence remains attached to, and recommendations for installation procedures. All dimensions are satisfied. Follow manufacturer’s type V-B) will be allowed as long as specified

Alternate preassembled silt fence options (geotextile, only when specified on Erosion Control Plan.

Use drainage ditch installation for low flow conditions

4.

3.

2.

1.

PRELIMINARY