Plans - GRSM 14(3)_121(1).pdf

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REVISIONSNO. DATE BYNO. DATE BY REVISIONS

GENERAL NOTES AND INDEX

A C

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A L F I L E R

G R

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G N .D

G N

GENERAL NOTES:

SPECIFICATIONS:

Design:

Field verify all dimensions.

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14.

Construction:

DESIGN LOADING:

Dead Load:

MATERIALS:

WELDING:

TIMBER:

SCOPE OF WORK

No scale 1

Live Loads:

H-20 Truck

STRUCTURAL STEEL:

CONCRETE:

REINFORCING STEEL:

- inch unless noted otherwise. 4 3Chamfer exposed edges of all concrete

Furnish Class D(AE) concrete for approach slab with f'c = 5.0 ksi at 28 days.

AASHTO Standard Specifications for Highway Bridges, 17th Edition, 2002;Errata 2003 and 2005.

Timber: 50 pcf

Verify all dimensions and locations in the field prior to ordering materials.

Structure No. 5460-060P

RAMSEY CASCADES ROAD BRIDGE #1

Schedule C

Provide 2-inch cover for reinforcing steel, unless noted otherwise.

Furnish reinforcing steel conforming to AASHTO M 31, Grade 60 deformed.

Galvanize angles according to ASTM A123.

Galvanize all bolts, nuts, and washers according to ASTM A153 unless noted otherwise.

to ASTM A325 (Type 1) unless noted otherwise.

" diameter fasteners conforming 8 7All field connections are slip critical, friction type (Class A) made with

The contractor is responsible for the stability of the structure during all phases of construction.

match AMS-STD 595 20059 (brown). Touch up paint on site as specified by manufacturer.

the manufacturing plant using paint system 2, according to Section 563. Furnish the top coat with gloss finish to

Furnish high-strength low alloy structural steel conforming to AASHTO M270, Grade 50. Paint all structural steel at

Field welding of any kind is not permitted on beams unless noted otherwise.

Magnetic particle testing (MT.) - 10% min.

Fillet welds - Visual - 100%

Perform non-destructive testing of welds as follows:

classified E7028.

Perform welding process Shielded Metal Arc Welding (SMAW) using low hydrogen electrodes

Perform all welding in accordance with the current AASHTO/AWS D1.5 Bridge Welding Code.

long for the nail laminated deck.

Furnish ASTM F1667 stainless steel, type 316, annular ring shank nails, 20d (4 inches)

Galvanize all bolts, nuts, and washers according to ASTM A153 unless noted otherwise.

Use pressure treated Southern Pine No. 1 timber that is surfaced on all four sides (S4S).

arsenic and/or chromium compounds. Obtain all timber from a single approved source.

Use waterborne copper-based suspension containing micronized or dispersed copper not containing

Pressure treat all timber in accordance with the latest AWPA U1. Provide use category UC4B timber.

west approach to match final grade.

Place concrete approach slab at east approach and regrade 7.

6. Repoint stone masonry on pier and west abutment.

5. Place riprap around pier.

4. Repair undermining.

Place deck, curb, and rail.3.

Set new beams.2.

Remove existing curb, deck, and beams.1.

INDEX OF BRIDGE PLAN SHEETS

Scour Repair Details

Approach Slab

Deck Boards Layout

Miscellaneous Details-2

Miscellaneous Details-1

Girder Connection Details: Span-2

Girder Connection Details: Span-1

Camber Diagram

Girder Layout

Typical Section

Plan and Elevation

General Notes and Index

SHEET NO. SHEET TITLE

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

165284

157528 TN

112(1),ETC.

NP-GRSM 14(3),

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

HS HS LE

DRAWN BY

George Choubah of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128512

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GREAT SMOKY MOUNTAINS NATIONAL PARK

Schedule C

REHABILITATION OF NINE BRIDGES (TN SIDE)

May 2020

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REVISIONSNO. DATE BYNO. DATE BY REVISIONS

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93'-7"

20°

End Bridge

Elev. 1677.81

Sta. 101+13.58

Elev. 1677.13

Sta. 100+20.00

Begin Bridge

Traffic

CL Structure

P o rt e rs C re e k

N

100+20 100+40 100+60 100+80 101+00 101+20

(Ty p.)

"4 163'-11

+0.582%

CIP concrete

Existing

Fix.

Fix.Exp.

Exp.1675 masonry wall

Existing

CL Bearing

PLAN AND ELEVATION

sheet for details

See "MISCELLANEOUS DETAILS"

'' = 1'-0''16

No scale

A A

2'-0"

Face of Pier

Approach slab

"4 329'-7

Bridge length = 93'-7"

2'- 0"

CL Bearing

West Abutment

East Abutment

(Typ.)

T y p of footing

Tie into top

PLAN

ELEVATION

SECTION A-A

Notes:

'-0

See Note 5.

Repair undermining/Scour

(Method A)

Riprap Class 3

(Method A)

Riprap Class 3

CL

(Approximate)

Pier

Face of curb

Face of curb

" (North)8 5" = 88'-62

117 Post spaces @ 5'-1

6"

(Typ.)

(Typ.)

masonry joint

Repoint masonry joints

Repoint concrete

Existing CIP

" = 92'-3" (South)2 118 Post spaces @ 5'-1 grade

Finished wall

Existing masonry concrete

Existing CIP

Finish grade

CLground line at constr.

Approximate existing

Ramsey Pong Rd.

Constr. CL approved by the CO.

6. Repoint stone masonry on pier and west abutment, as

5. See "SCOUR REPAIR DETAILS" sheet for undermining repair.

Place structural concrete approach slab at east approach.

4. Furnish structural concrete class D (AE) for approach slab.

3. See "DECK BOARDS LAYOUT" sheet for additional information.

limestone as riprap.

area in texture and size, as approved by the CO. Do not use

CO. Furnish field stone that matches existing field stone in the color to blend in with natural surroundings, as approved by the

2. Furnish rock and field stone for riprap that is brown or gray in materials.

1. Verify all dimensions and locations in the field prior to ordering

2'-4"

Structure No. 5460-060P

RAMSEY CASCADES ROAD BRIDGE #1

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

165284

157528 TN

112(1),ETC.

NP-GRSM 14(3),

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

HS HS LE

DRAWN BY

George Choubah of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128512

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GREAT SMOKY MOUNTAINS NATIONAL PARK

Schedule C

R03

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Notes:

TYPICAL SECTION

3No scale

A C

T U

A L F I L E R

G R

S M

T Y P

X S S

P A

N .D

G N

3'-8"3'-8"

3'-8"3'-8"

4" x 8"

Continuous

4" x 8"

Continuous

(Typ.)

Flange clip

(Typ.)

Flange clip

Profile grade

Profile grade

13'-0"

11'-8"

CLStructure

W 27 x 161

W18 x 97 splice detail.

'' radii. See rail 8 5of all rails with bolts and washers. Round top corners

" carriage4 3maximum. Connect with

Rail length 12'-0'' minimum and 16'-0"

4'' x 8'' Rail, continuous each side.

splice detail.

'' radii. See rail 8 5of all rails with bolts and washers. Round top corners

" carriage4 3maximum. Connect with

Rail length 12'-0'' minimum and 16'-0"

4'' x 8'' Rail, continuous each side.

each side.

continuous

8" x 8" Curbs, 2'-10" 2'-10"

2'-10"2'-10"

11'-8"

13'-0"

TYPICAL SECTION SPAN 1

TYPICAL SECTION SPAN 2

(Typ.)

8" x 8" Post

(Typ.)

8" x 8" Post

"4 m in

Sealer plank length at bridge ends.

8'-0" Min. plank length with odd

3'-0"

Stagger end joints Traffic direction

RUNNING PLANKS LAYOUT

lag screw (Typ.)

" Dia. galvanized 8

Bridge end

2"

2'-0"

" 4" 4"

LAG SCREW PATTERN

lag screw

" Dia. galvanized 8

(Typ.)

See Note 3

See Note 3 See Note 3

See Note 3

See Detail A

DETAIL A

ELEVATION

PLAN

Laminated deck

Plank

2" x 12" Running deck

Laminated indicates nails in first lamination indicates nails in second lamination indicates nails in third lamination

"2 14 "2

14 9" 9""2

T y p

NAIL LAMINATION DETAIL

(Typ.)

(Typ.)

2" x 8" Nail laminated timber deck nailed with

20d nails @ 18", staggered as shown. Deck connected to beams with galvanized flange clips @ 12" spacing on all beams.

2" x 8" Nail laminated timber deck nailed with

20d nails @ 18", staggered as shown. Deck connected to beams with galvanized flange clips @ 12" spacing on all beams.

B1 B2 B3

B1 B2 B3

Scupper blocks, 51 2" x 8" x 24" with 2'-0" max. space between blocks. End block to be flush with ends of deck.

each side continuous

8" x 8" Curbs, Top surface

Cut washer

(Typ.)

B1

B1 - indicates beam number

- indicates beam number

See Note 9 (Typ.)

Waterproofing membrane.

See Note 9 (Typ.).

Waterproofing membrane planks (Typ.)

2" x 12" Running planks (Typ.)

2" x 12" Running plank

2" x 12" Running plank

2" x 12" Running bolts and washers.

1" Dia. galvanized carriage

(Typ.)

bolts and washers.

1" Dia. galvanized carriage

2" x 8" x 24" Scupper blocks, with

2'-0" max. space between blocks.

End block to be flush with ends of deck.

Structure No. 5460-060P

RAMSEY CASCADES ROAD BRIDGE #1

considered incidental to Section 555.

to manufacturer's recommendations. Cost of waterproofing is

702.07 or 702.08 over the top flange of each beam according

9. Install waterproofing membrane conforming to Subsection

8. See "PLAN AND ELEVATION" sheet for post spacing.

information.

7. See "MISCELLANEOUS DETAILS 1 and 2" sheets for more

6. Treat holes with wood preservatives before placing lag screws.

" less than shank diameter.64 9threaded lead holes

" larger than shank diameter; 16

15. Prebore shank lead holes

4. Clean deck and install timber runners on deck.

3. Cut to fit timber running boards on bridge deck.

2. Railing dimensions are actual size.

conforming to ASTM A153, unless noted otherwise.

Furnish hardware conforming to ASTM A307 and galvanize 1.

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

165284

157528 TN

112(1),ETC.

NP-GRSM 14(3),

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

HS HS LE

DRAWN BY

George Choubah of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128512

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GREAT SMOKY MOUNTAINS NATIONAL PARK

Schedule C

R04

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A L F I L E R

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CL

" Plate (Typ.)2

W27x161

W18x97

W27x161

(Typ.)

(T y p

Notes:

GIRDER LAYOUT

C

C

A

A

B

B D

D

2''x1" Bearing stiffener (Typ.)

"7

9"

"2 163'-9

"2 129'-765'-3"

"2 128'-3

"2 1" = 61'-116

115 Spaces @ 12'-2 "2 1" = 25'-74

32 Spaces @ 12'-9

95'-0"

65'-3" "2 129'-7

9" 7"8"

"2

94'-11"

2'' x 1" Bearing stiffener (Typ.)

GIRDER ELEVATION

FRAMING PLAN

CL Bearings

Constr.

" = 1'-0"4

(Beam 3 shown)

Connection plate (Typ.)

CL Bearings

SPAN 2 SPAN 1

C15 x 33.9 plate (Typ.)

" Connection 2 1" x 2

3.

2.

1.

plate (Typ.)

Connection

C12x20.7

(Typ.)

(Typ.)

" End plate 2

" Gap2

Measured along of beamsCL

Structure No. 5460-060P

RAMSEY CASCADES ROAD BRIDGE #1

steel.

Submit survey data to the CO prior to ordering the structural materials.

Verify all dimensions and locations in the field prior to ordering information.

See "GIRDER CONNECTION DETAILS" sheet for additional

B1

B2

B3

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

165284

157528 TN

112(1),ETC.

NP-GRSM 14(3),

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

HS HS LE

DRAWN BY

George Choubah of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128512

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GREAT SMOKY MOUNTAINS NATIONAL PARK

Schedule C

R05

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REVISIONSNO. DATE BYNO. DATE BY REVISIONS

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0.1L 0.2L 0.3L 0.4L 0.5L 0.6L 0.7L 0.8L 0.9L 0.1L 0.2L 0.3L 0.4L 0.5L 0.6L 0.7L 0.8L 0.9L

CLPier

Span L Span L

Reference line

Total camber Total camberDL Deflection DL Deflection

No scale

Notes:

0.1 L 0.2 L 0.3 L 0.4 L 0.5 L 0.7 L 0.8 L 0.9 L0.6 L

I STEEL D.L. (in.)

III SUPERIMPOSED D.L. (in.)

CL

0II TIMBER DECK D.L. (in.)

"4

A C

T U

A L F I L E R

G R

S M

C A

M B

E R .D

G N

TOTAL = I+II+III (in.)

0.1 L 0.2 L 0.3 L 0.4 L 0.5 L 0.7 L 0.8 L 0.9 L0.6 L of Bearings

I STEEL D.L. (in.)

III SUPERIMPOSED D.L. (in.)

CL

0II TIMBER DECK D.L. (in.)

''16 5 ''16

7 ''2

''8 1 "4

1 "8

TOTAL = I+II+III (in.)

I STEEL D.L. (in.)

III SUPERIMPOSED D.L. (in.)

0II TIMBER DECK D.L. (in.)

"8 3 "2

TOTAL = I+II+III (in.)

I STEEL D.L. (in.)

III SUPERIMPOSED D.L. (in.)

0II TIMBER DECK D.L. (in.)

"4 1 "8

3 "2

TOTAL = I+II+III (in.)

''16

''2 1 ''2

1 ''16 7 ''16

5 ''16

''8 1"4

1"8 3 "8

3 "8 3 "8

"32 1 ''16

1 "32 1''16

1 ''16 1 ''8

1 ''16 1 ''16

1 ''16

0 ''16 5 ''16

10 ''16 13 ''16

15 1" ''16 15 ''16

13 ''16 10 ''16

"8 1 "4

1 "2 1 "2

1 "4 1 "8

"8 1 "4

1 "4 1 "8

3 "8 3 "8

1"4 1"8

3 "8 3 "8

0 "32 1 ''16

1 ''16 1 ''16

1 ''16 1 ''16

1 ''16 1"8

1 "32

''16 5 "16

9 "16 13 "16

15 1" "16 15 "16

13 "16 9 ''16

"8 1 "2

1 "2 1 "8

3 "4

"8

"8 1 "8

1"4 1 "4

1"8 3 "8

3 "8 3 "8

3 "8

0 "32 1 ''16

1 ''16 1 ''16

1 ''8 1 ''16

1 ''16 1 ''16

1 "32

''16

"16 9 "16

13 "16 15 1" "16

15 "16 13 "16

9 ''16

"8

"8 1 "4

1 "4 1 "8

3 "4 1 "4

1 "4 1 "8

"8

"4 1 "8

3 "2 1 "2

1 "2

"8 3 "4

1 "8

0 "16 1 "8

1 "8 1 "8

"16

1 "16 1 "16

1 "16 1 "16

"16

0 "16 10"16

15 "16 131""16

15"16 13"16

10"16

CAMBER DIAGRAM

5No scale additional information.

See "GIRDER CONNECTION DETAILS" sheet for1.

CAMBER DIAGRAM - SPAN 2 CAMBER DIAGRAM - SPAN 1

No scale

B E

A M I

B E

A M I I

B E

A M I I I

Bearings of

Structure No. 5460-060P

RAMSEY CASCADES ROAD BRIDGE #1

CL BearingsCL Bearings

B E

A M I I I I I I

CAMBER TABLE SPAN-2 CAMBER TABLE SPAN-1

cambered beam

Top of web fully deflected beam

Top of web fully cambered beam

Top of web fully deflected beam

Top of web fully

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

165284

157528 TN

112(1),ETC.

NP-GRSM 14(3),

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

HS HS LE

DRAWN BY

George Choubah of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128512

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GREAT SMOKY MOUNTAINS NATIONAL PARK

Schedule C

R06

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Notes:

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(Typ.)

C12x20.7

(Typ.)

1" Min. chamfer

(Typ.)

" Dia. bolt8

(Typ.)

" Dia. bolt8

CL

(Typ.)

W18x97

(Typ.)

W18x97CL

3" "2

"2

"4

(Typ.)

T y p

W18x97LC stiffener

Bearing

A C

T U

A L F I L E R

G R

S M

G I R

D E

R

D E

T A I L S S

P A

N .D

G N

"8

(Typ.)

W18x97CL

" End plate2

(Typ.)

"Dia. bolts4

"2

Shop weld bearing pad

Laminated elastomeric plate

" End 2 width holes @ 2'-0" spaces for full bridge

" dia.16 13" x 16" Lag bolts with4 deck

Nail laminated

See joint detail

1'-0"

Min against backwall

4" x 6", Loose

LCW18x97

2" x 12" Timber runner

Approach slab base

6" aggregate

SECTION C-C

SECTION D-D

" Impact angle 2 18" x 4" x

GIRDER CONNECTION DETAILS: SPAN-1

plate (Typ.)

" Connection 2 1" x 2 plate (Typ.)

" Connection 2 1" x 2

BEARING STIFFENER DETAIL

stiffener (Typ.)

" x 1" Bearing 2

END PLATE DETAIL

(Typ.)

C12x20.7 plate (Typ.)

" Connection 2 1" x 2

VIEW AT BEARING

"4 11 "4 stiffener (Typ.)

" x 1" Bearing 2

C.P.G.W steel bolts

" Dia. stainless 4

Typ.

Typ.

Typ.

Typ.

Typ.

Typ.

Typ.

Typ.

backwall

4" Timber backfill

Structural stainless steel hardware and fasteners for work below grade.

3. Furnish ASTM F593, ASTM F594, or ASTM F1667, type 316

C.P.G.W = Complete penetration groove weld.2.

See "GIRDER LAYOUT" sheet for location of Sections.1.

Structure No. 5460-060P

RAMSEY CASCADES ROAD BRIDGE #1

No scale

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

165284

157528 TN

112(1),ETC.

NP-GRSM 14(3),

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

HS HS LE

DRAWN BY

George Choubah of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128512

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GREAT SMOKY MOUNTAINS NATIONAL PARK

Schedule C

R07

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Notes:

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(Typ.)

C15x33.9 16

(Typ.)

1" Min. chamfer

(Typ.)

C15x33.9

(Typ.)

" Dia. bolt8

(Typ.)

" Dia. bolt8

CL

T y p

LC

stiffener

Bearing

A C

T U

A L F I L E R

G R

S M

G I R

D E

R

D E

T A I L S S

P A

N .D

G N

3" "2

"2

"8

(Typ.)

W27x161

(Typ.)

W27x161

1'-2"

W27x161LC

" End plate2

(Typ.)

" Dia. bolts4

" End plate 2 bearing pad

Laminated elastomeric

Shop weld

9" deck

Nail laminated match deck road surface to

Regrade existing

1'-0"

Min

W27x161

(Typ.)

W27x161CL

" Impact angle2 18' x 4" x againts backwall

4" x 6" Timber, Loose

SECTION A-A

SECTION B-B

stiffener (Typ.)

" x 1" Bearing 2

VIEW AT BEARING

END PLATE DETAIL

"4 11 "4 plate (Typ.)

" Connection 2 1" x 2 plate (Typ.)

" Connection 2 1" x 2

(Typ.)

C15x33.9

BEARING STIFFENER DETAIL

plate (Typ.)

" Connection 2 1" x 2 stiffener

" x 1" Bearing 2 steel bolts

" Dia. stainless 4 limit

Excavation plank (Typ.)

2" x 12" Running spaces for full bridge width.

" dia.holes @ 2'-0" 16

" x 16" Lag bolts with4

C.P.G.W

Typ.

Typ.

Typ.

Typ.

Typ.

Typ.

Typ.

Structure No. 5460-060P

RAMSEY CASCADES ROAD BRIDGE #1

backwall

4'' Timber backfill

Structural stainless steel hardware and fasteners for work below grade.

3. Furnish ASTM F593, ASTM F594, or ASTM F1667, type 316

C.P.G.W = Complete penetration groove weld. 2.

See "GIRDER LAYOUT" sheet for location of Sections.1.

No scale

GIRDER CONNECTION DETAILS: SPAN-2

reconditioning

Aggregate surface base

Aggregate

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

165284

157528 TN

112(1),ETC.

NP-GRSM 14(3),

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

HS HS LE

DRAWN BY

George Choubah of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128512

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GREAT SMOKY MOUNTAINS NATIONAL PARK

Schedule C

R08

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M

13'-0"

Limits of timber backwall

Timber backwall

W27 x 161

2" x 8" Laminated deck

CLStructure beam to steel connector plates of

Connect new timber backwall

Impact angle

'-1

0"

CLStructure

Impact angle

Lim its of tim be r b ack wall

Timber backwall beam to steel connector plates of

Connect new timber backwall

M in

" thick, uncompressed)8 1(1

AASHTO M153, Type 1

Performed joint filler

1" Dia. backer rod

"4

1" for nails

" Dia. holes 32

7CL

1"

4"

8"

"2 12"2

CL

16" Dia. holes @ 24"

Notes:

6"

3"

" Dia. holes16 13C L

2" x 8" Laminated deck

4" x 8" Rails

8No scale

(ASTM D5893, SL)

Silicone sealant

M in

W18 x 97

A C

T U

A L F I L E R

G R

S M

M I S

C .D

G N

IMPACT ANGLE

FLANGE CLIP

JOINT DETAIL

EAST ABUTMENT

PLAN VIEW

WEST ABUTMENT

PLAN VIEW

RAIL SPLICE DETAIL

RAIL SPLICE CONECTOR

Structure No. 5460-060P

RAMSEY CASCADES ROAD BRIDGE #1

No scale

No scale

No scale

No scale No scale

1"

Post connector

Rail splice

" machine bolt and washers at each splice.4 3bolts and one

" carriage 4 3" dia. holes centered in each leg) with two 16

13two

" x 5" long with 4

18. For rail splice, use two steel angles (6" x 6" x deck.

and joint material is considered incidental to nail laminated

7. All cost associated with furnishing and installing impact angle

" x 16" lag bolts.4 3dia. holes drilled @ 24" spacing to accept

" 16 13width between curbs. Long leg of each impact to have

6. For impact angle, use one continuous angle to fit full clear deck and leave smooth finish.

5. Cut ends of laminated deck planks to incorporate the skew conforming to ASTM A153, unless noted otherwise.

4. Furnish hardware conforming to ASTM A307 and galvanize

Space flange clips on every beam at 12" spacing.

Stagger clip spacing 12'' on opposite sides of beam flanges.

Place flange clips at 2'-0" spacing along each of each beam. 3.

clip.

annular ring shank nails, 20d (4.0'') long to attach each flange flanges. Furnish ASTM F1667 stainless steel, type 316,

2. Place flange clips snugly against bottom and edges of beam

A446, Grade C or D, conforming to ASTM A653, Coating G-90.

Furnish 12 gage galvanized sheet or strip steel flange clips, 1.

(Typ.)

(Typ.)

MISCELLANEOUS DETAILS-1

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

165284

157528 TN

112(1),ETC.

NP-GRSM 14(3),

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

HS HS LE

DRAWN BY

George Choubah of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128512

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GREAT SMOKY MOUNTAINS NATIONAL PARK

Schedule C

R09

P R

O J E

C T

S g r s m (3

(1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s P

R O J E

C T

S .d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

-M a y -2

1:

P

M

B B

A A

Sole plate

C

(each side for fixed bearings)

" Dia. Hole16 13L 1 bearing pad

Laminated elastomeric

Clr.

(Typ.)

all sides

4" 4"

8" b e a r in g

E x p a n s io n b e a r in g

F ix e d

CL Girder

C bearing)

(each side for expansion

" Slotted hole4 3" x 316

9L 1

CL

CL

Anchor bolts &

Bearing pad 10"

5" 5"

CL Girder

(Typ.)

bolt with washer and double nut

5 kip minimum pull out anchor

" dia.2 1Fully swedged 1CL

Top of bearing seat

"8

Scale: 3" = 1'-0" No Scale

8" x 8'' Curb

2'-0"

4" x 8" Continuous

Scupper block

CL

(Typ.)

with washer

1" Dia. bolt

No Scale

8" x 8" Timber curb steel armor plate

" Thick weathering2

1 CL

(Typ.)

lag bolt with washer

" Dia. x 4" galvanized8

1'-6"

CL

3" 5" 5"

9" 6" 9"

4" x 8" Scupper block snug to plate

Tighten nut

Notes:

Galvanize anchor bolts, hex nuts, and washers in accordance with ASTM A153.

CLGirder bearing

Laminated elastomeric

" = 1'-0"2 1Scale: 1

M in

" = 1'-0"2 1Scale: 1

5 bearing only

Clear at expansion"4

9As shown steel armor plate

Timber curb &

No Scale

Countersink bolt heads into face of curb and rail.

6"

A C

T U

A L F I L E R

G R

S M

M I S

C .D

G N

S. side shown (N. side opposite)

GIRDER BEARING PLAN LAMINATED ELASTOMERIC BEARING PAD DETAIL

SCUPPER DETAIL

CURB END DETAIL

AT WEST ABUTMENT

FOR EXTERIOR GIRDERS

SECTION A-A

SECTION A-A

bearing only

Clear at expansion"4

Structure No. 5460-060P

RAMSEY CASCADES ROAD BRIDGE #1

" Interior layers8

PLAN

SECTION B-B

" Exterior layers4 molded securely to pad

" Steel shims8 15 -

PLAN

ELEVATION

deck

Nail laminated

" 2

Sole plate

5.

4.

3.

2.

1.

pads conforming to AASHTO M 251.

Furnish Grade 2, 50 durometer hardness, steel laminated elastomeric bearing

Furnish sole plate conforming to AASHTO M 270.

shall conform to ASTM A563, Grade DH or DH3.

Furnish swedged anchor bolts conforming to ASTM F1554 Grade 36. Hex nuts of timber curb armor plate with face

Flush weathering steel

" 8

" 8

MISCELLANEOUS DETAILS-2

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

165284

157528 TN

112(1),ETC.

NP-GRSM 14(3),

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

HS HS LE

DRAWN BY

George Choubah of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128512

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GREAT SMOKY MOUNTAINS NATIONAL PARK

Schedule C

R10

P R

O J E

C T

S g r s m (3

(1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s P

R O J E

C T

S .d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

Notes:

-M a y -2

1:

P

M

DECK BOARDS LAYOUT

Group No.

Group 1

"16 513'- 8

"8 71'-3"4

31'-3"2 11'-3"8

31'-3"8 31'-3"4

11'-3"8 11'-3"8

11'-31'-3"1'-3"1'-3"

Group 1Group 2Group 3Group 4Group 5Group 6Group 7Group 8Group 9Group 10Group 11

"8 314'-

Edge of Deck

Group 2

"4 313'- 6

Group 3

"8 313'- 5

Group 4

113'-4

113'-3Group 5

Group 6

313'-2

Group 7

"2 113'-1

Group 8

1513'-0

Group 9

"2 113'-0

Group 10

"4 113'-0

Group 11

13'-0" 90.0

Timber board board

Angle of timber timber board (Deg.)

Angle of

Timber post

Timber curb

LC of structure

Length of timber board*

*Center timber boards with C of structureL

A C

T U

A L F I L E R

G R

S M

D E

C K

B O

A R

D L

A Y

O U

T .D

G N

No scale

PLAN

108.3

106.4

104.6

102.8

101.1

99.3

97.5

95.6

93.8

91.9

West Abutment

1"

BOARDS

ANGLE OF TIMBER

DETAIL

TIMBER BOARDS

"2

See Note 2.

Structure No. 5460-060P

RAMSEY CASCADES ROAD BRIDGE #1

the CO for review and approval.

2. Altenative method to timber deck fanning is allowed. Submit to materials.

1. Verify all dimensions and locations in the field prior to ordering

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

165284

157528 TN

112(1),ETC.

NP-GRSM 14(3),

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

HS HS LE

DRAWN BY

George Choubah of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128512

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GREAT SMOKY MOUNTAINS NATIONAL PARK

Schedule C

R11

P R

O J E

C T

S g r s m (3

(1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s P

R O J E

C T

S .d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

-M a y -2

1:

P

M

A C

T U

A L F I L E R

G R

S M

A P P S

L A

B .D

G N

16'-0"

6"

PLAN

SECTION A-A

6"

#7AP4 (varies) (Bottom)

#5AP3 (varies) (Top), #7AP2 (Bottom)

#5AP1 (Top)

#7AP6 (Bottom)

#5AP5 (Top)

#7AP2 (Bottom)

#5AP1 (Top)

#7AP4 (varies) (Bottom)

#5AP3 (varies) (Top), 5 Spa. @ 1'-0"= 5'-0"

#7AP6 (Bottom)

#5AP5 (Top)

A P

T o p a n d B o tt o m

A P

T o p a n d B o tt o m

#7AP6

#5AP5

APPROACH SLAB

A A

= 4'-0" 4 Spa.@ 1'-0"

CL(along the of approach slab)

"2 1" = 4'-102

19 Spa. @ 6

ONE APPROACH SLAB

ESTIMATED QUANTITIES

(CUYD)

Concrete

(Lbs.)

Reinforced Steel

4.0 1400.00

" = 1'-0"4

C L C o n s t.

3" 3"

= 4'-0"

4 Spa. @ 1'-0" 6" 5 Spa. @ 1'-0" = 5'-0"

Note:

"2 1 = 4'-10

" 2 19 Spa. @ 6

"2

S p a

S p a

20°

Structure No. 5460-060P

RAMSEY CASCADES ROAD BRIDGE #1

See Note 3.

Joint

" 2 1 3-

4. Provide 2-inch cover for reinforcing steel, unless noted otherwise.

roller setting only (vibratory or oscillatory compaction is prohibited).

3. Compact aggregate base material over approach slab in a static otherwise.

- inch, unless noted 4

32. Chamfer exposed edges of all concrete

1. All dimensions are along centerline of structure.

6'-0"9 Spa. @ grading C or D

Aggregate base, grading C or D

6" aggregate base, NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

165284

157528 TN

112(1),ETC.

NP-GRSM 14(3),

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

HS HS LE

DRAWN BY

George Choubah of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128512

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GREAT SMOKY MOUNTAINS NATIONAL PARK

Schedule C

R12

P R

O J E

C T

S g r s m (3

(1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s P

R O J E

C T

S .d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

-M a y -2

1:

P

M

12No scale

A C

T U

A L F I L E R

G R

S M

S

C O

U R

R E P

A I R .D

G N

Roadway surface

Existing rock wall

Sandbags A

A

Wall foundation voids

Plywood form

Direction of stream flow

Existing rock wall

Pumping tube

Plywood form character to existing rock wall Install rock facing similar in

1'-0" _+

1'-0" _+ with lean concrete backfill Completely fill existing void

Notes:

6.

5.

4.

3.

2.

1.

SECTION A-A

EXISTING ROCK WALL PROFILE

Existing concrete apron

Structure No. 5460-060P

RAMSEY CASCADES ROAD BRIDGE #1

SCOUR REPAIR DETAILS

review and approval.

Submit alternative methods of filling voids to the CO for backfill has reached desired strength.

Remove plywood and sandbags once lean concrete

Use lean concrete backfill color matching AMS-STD-595.

approval from the CO.

Determine limits of repair locations and obtain or larger.

Do not disturb existing boulders 1 foot by 1 foot

Remove existing concrete apron.

Sandbag (typ.)

Waterproof membrane waterproof membrane

Additional sandbag to hold

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

165284

157528 TN

112(1),ETC.

NP-GRSM 14(3),

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

HS HS LE

DRAWN BY

George Choubah of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128512

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GREAT SMOKY MOUNTAINS NATIONAL PARK

Schedule C

R13

-M a y -2

1:

P

M M

P R

O J E

C T

S g r s m (3

(1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s P

R O J E

C T

S .d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

GENERAL NOTES AND INDEX

SCOPE OF WORK

A C

T U

A L F I L E R

G R

S M

G N .D

G N

No scale 1

GENERAL NOTES:

SPECIFICATIONS:

Design:

Field verify all dimensions.

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14.

Construction:

DESIGN LOADING:

Dead Load:

Live Loads:

H-20 Truck

AASHTO Standard Specifications for Highway Bridges, 17th Edition, 2002;Errata 2003 and 2005.

Timber: 50 pcf

MATERIALS:

WELDING:

STRUCTURAL STEEL:

TIMBER:

Verify all dimensions and locations in the field prior to ordering materials.

INDEX OF BRIDGE PLAN SHEETS

Scour Repair Details

Miscellaneous Details

Typical Section

Girder Connection Details

Girder Layout

Plan and Elevation

General Notes and Index

SHEET NO. SHEET TITLE

Structure No. 5460-078P

HORSE STABLE BRIDGE

7. Regrade approach profile to match final grade.

line support. Maintain water line during construction.

6. Replace water line insulation in-kind and install water

5. Repoint stone masonry at abutments.

4. Repair undermining at east corner of north abutment.

Place deck, curb, and rail.3.

Set new beams.2.

Remove existing curb, rail, deck, and beams.1.

Galvanize angles according to ASTM A123.

Galvanize all bolts, nuts, and washers according to ASTM A153, unless noted otherwise.

to ASTM A325 (Type 1) unless noted otherwise.

" diameter fasteners conforming 8 7All field connections are slip critical, friction type (Class A) made with

The contractor is responsible for the stability of the structure during all phases of construction.

match AMS-STD 595 20059 (brown). Touch up paint on site as specified by manufacturer.

the manufacturing plant using paint system 2 according to Section 563. Furnish the top coat with gloss finish to

Furnish high-strength low alloy structural steel conforming to AASHTO M270, Grade 50. Paint all structural steel at

Field welding of any kind is not permitted on beams, unless noted otherwise.

Magnetic particle testing (MT.) - 10% min.

Fillet welds - Visual - 100%

Perform non-destructive testing of welds as follows:

classified E7028.

Perform welding process Shielded Metal Arc Welding (SMAW) using low hydrogen electrodes

Perform all welding in accordance with the current AASHTO/AWS D1.5 Bridge Welding Code.

long for the nail laminated deck.

Furnish ASTM F1667 stainless steel, type 316, annular ring shank nails, 20d (4 inches)

Galvanize all bolts, nuts, and washers according to ASTM A153, unless noted otherwise.

Use pressure treated Southern Pine No. 1 timber that is surfaced on all four sides (S4S).

arsenic and/or chromium compounds. Obtain all timber from a single approvd source.

Use waterborne copper-based suspension containing micronized or dispersed copper not containing

Pressure treat all timber in accordance with the latest AWPA U1. Provide use category UC4B timber.

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

165284

157528 TN

112(1),ETC.

NP-GRSM 14(3),

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

HS HS LE

DRAWN BY

George Choubah of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-12857

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GREAT SMOKY MOUNTAINS NATIONAL PARK

Schedule C

R14

P R

O J E

C T

S g r s m (3

(1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s P

R O J E

C T

S .d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

Notes:

-M a y -2

1:

P

M

A C

T U

A L F I L E R

G R

S M

P

E .D

G N

"2 128'-6

CLPost

(Typ.)

ground line

Approximate existing masonry wall

Existing masonry wall

Existing

CL

PLAN AND ELEVATION

100+40 100+60 100+80

Elev. 1545.73

Sta. 100+39.03

Begin Bridge

Elev. 1544.72

Sta. 100+67.56

End Bridge

Traffic

Traffic

BearingCL

BearingCL

CIP concrete

Existing

CIP concrete

Existing

N

D u d le y C r e e k

- 3.552% sheet for details

See" MISCELLANEOUS DETAILS"

1length = 28'-6Bridge

'' = 1'-0''4

PLAN

ELEVATION

Structure No. 5460-078P

HORSE STABLE BRIDGE

(See Note 2) water line

Existing

North Abutment

South Abutment

Face of curb

Face of curb creck Rd.

Const. Dudley

10°

Structure CL

"2 1" = 25'-108

15 Post spaces @ 5'-2

Exp.

Fix

6"

2'-4"

(Typ.)

(Typ.)

East AbutmentWest Abutment

5. Repair undermining at east corner of north abutment.

4. Repoint stone masonry at abutments.

approval prior to removal of existing steel beams.

3. Submit temporary support system for water line to the CO for times during construction.

2. Maintain and support water line attached to beam #5 at all materials.

1. Verify all dimensions and locations in the field prior to ordering joints

Repoint masonry joints

Repoint masonry

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

165284

157528 TN

112(1),ETC.

NP-GRSM 14(3),

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

HS HS LE

DRAWN BY

George Choubah of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-12857

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GREAT SMOKY MOUNTAINS NATIONAL PARK

Schedule C

R15

P R

O J E

C T

S g r s m (3

(1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s P

R O J E

C T

S .d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

Notes:

-M a y -2

1:

P

M

A C

T U

A L F I L E R

G R

S M

F

R A

M E .D

G N

" Plate (Typ.)2

CL CL

CL

CL

W18x97

CL

Span L

0.1L 0.9L0.8L0.7L0.6L0.5L0.4L0.3L0.2L

No Scale

Reference line

Total camber

A

A

B

B

10°

"2 128'-7

"2 128'-6

"2 127'-2

Bearing plate

(Typ.)

W18x97

GIRDER LAYOUT

0.1 L 0.2 L 0.3 L 0.4 L 0.5 L 0.7 L 0.8 L 0.9 L0.6 LCAMBER TABLE

I STEEL D.L. (in.)

III SUPERIMPOSED D.L. (in.)

CL

0II TIMBER DECK D.L. (in.)

"4

TOTAL = I+II+III (in.)

"8 1 "4

1 "4 1 "8

3 "4 1 "4

1 "4 1 "8

"8

"4 1 "8

3 "2 1 "2

1 "2

"8 3 "4

1 "8

0 "16 1 "8

1 "8 1 "8

"16

1 "16 1 "16

1 "16 1 "16

"16

0 "16 10"16

15 "16 131""16

15"16 13"16

10"16

3No scale

"8 35'-11

(Typ.) Water line support (Typ.)CL

N

GIRDER ELEVATION

FRAMING PLAN

CAMBER DIAGRAM

Structure No. 5460-078P

HORSE STABLE BRIDGE

Bearings Bearings

(Typ.)

" End plate2

Water line

(Typ.)

C12 x 20.7

Const.

B4

B5

B3

B2

B1

(Typ.)

Connection plate

Bearings

Bearings " 8 5" = 23'-94

32 Spaces @ 11'-10 3'-5"

2 2" x 1 " Connection plate (Typ.)

8" 8" information.

1. See "GIRDER CONNECTION DETAILS" sheet for additional

BearingsCL CLBearings

DL Deflection

Bearings of

B E

A M

S cambered beam

Top of web fully deflected beam

Top of web fully

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

165284

157528 TN

112(1),ETC.

NP-GRSM 14(3),

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

HS HS LE

DRAWN BY

George Choubah of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-12857

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GREAT SMOKY MOUNTAINS NATIONAL PARK

Schedule C

R16

P R

O J E

C T

S g r s m (3

(1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s P

R O J E

C T

S .d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

Notes:

-M a y -2

1:

P

M

A C

T U

A L F I L E R

G R

S M

G I R

D E

R

D E

T A I L S .D

G N

(Typ.)

C12x20.7

(Typ.)

1" Min. chamfer

(Typ.)

C12x20.7

(Typ.)

" Dia. bolt8

(Typ.)

" Dia. bolt8

CL

(Typ.)

W18x97

(Typ.)

W18x97CL

3" "2

"2

"4

T y p

W18x97LC stiffener

Bearing

W18x97LC

GIRDER CONNECTION DETAILS

(Bearing pad not shown)

"8

" End plate2 plate

" End 2

8" bearing pad

Laminated elastomeric

(Typ.)

W18x97CL

(Typ.)

W18x97CL

CL

(Typ.)

" Dia. bolt2 water line

Existing

Water line support 2'-0"

Pipe support water line

Existing

Insulation

2'-0"

Insulation

C.P.G.W

2'-0"

Pipe support

(Typ.)

"Dia. stainless steel bolts 4

SECTION A-A

SECTION B-B

SECTION C-C

Structure No. 5460-078P

HORSE STABLE BRIDGE

WATER LINE SUPPORT

plate (Typ.)

" Connection2 1" x 2

BEARING STIFFENER DETAIL

END PLATE DETAIL

SECTION VIEW AT BEARING

stiffener (Typ.)

" x 1" Bearing 2

'' Stiffener 2 1" x 2

C stiffener (Typ.)

" x 1" Bearing 2

3" 3""2

C

"4 11"4

11 "8 34"8

8"

2"4"2"

3"3""2 12 "2

" Steel plate4 pipe

Utility water CL

Typ.

Typ.

Typ.

Typ.

Typ.

Typ.

Typ.

Typ.

Typ.

Typ.

C.P.G.W water line stainless steel hardware and fasteners for work below grade.

7. Furnish ASTM F593, ASTM F594, or ASTM F1667, type 316 structural steel (waterline support).

supporting water line during construction is paid under support, pipe support, pipe insulation and maintain and

5. All cost associated with furnishing and installing the water line conforming to ASTM A153, unless noted otherwise.

4. Furnish hardware conforming to ASTM A307 and galvanize

20059.

3. Paint water line support to match AMS-STD-595 color No.

C.P.G.W = Complete penetration groove weld. 2.

See "GIRDER LAYOUT" sheet for location of sections. 1.

No scale as required

Place steel shims

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

165284

157528 TN

112(1),ETC.

NP-GRSM 14(3),

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

HS HS LE

DRAWN BY

George Choubah of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-12857

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GREAT SMOKY MOUNTAINS NATIONAL PARK

Schedule C

R17

P R

O J E

C T

S g r s m (3

(1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s P

R O J E

C T

S .d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

-M a y -2

1:

P

M

A C

T U

A L F I L E R

G R

S M

T Y P S

E C

T .D

G N

TYPICAL SECTION

"2 124'-9

Limit of timber backwall

CLStructure

W18 x 97 laminated deck

2" x 8" Skewed

A

A

Notes:

1"

1"

1"

4"

'' Dia. holes for nails32

7CL

Notes:

1'-0"

Nail laminated deck

W18 x 97

Min.

4" x 6", Loose against backwall

Regrade existing road surface to match deck

5" x 3" x1 4" Impact angle

5"

"4 33 "4

Note:

"4

1" Dia. backer rod

Performed joint filler

AASHTO M153, Type 1

(11 8" thick, uncompressed)

(Expansion end only)

Profile grade

(TYP.)

Flange clip

(Typ.)

W18 x 97

StructureCL

(Typ.)

8" x 8" Post

" 1

Continuous

4" x 8"

23'-1"

24'-5"

No scale 5 line

Existing water

Silicone sealant

(ASTM D5893, SL)

width holes @ 2'-0" spaces for full bridge

" dia.16 13" x 16" Lag bolts with 4

4'-7"

(Typ.)

"2 13'- 4'-7" backwall

Timber angle

Impact

TYPICAL SECTION

IMPACT ANGLE

FLANGE CLIP

ABUTMENT PLAN

SECTION A-A

JOINT DETAIL

(Typ.)

Structure No. 5460-078P

HORSE STABLE BRIDGE

clips @ 12'' spacing on all beams.

connected to beams with galvanized flange

20d nails @ 18'', staggered as shown. Deck

2'' x 8'' Nail laminated timber deck nailed with

Waterproofing membrane.

indicates nails in first lamination indicates nails in second lamination indicates nails in third lamination

NAIL LAMINATION DETAIL

"2 14 "2

14 9" 9""2

(Typ.)

as required

Place steel shims

B1 B2 B3 B4 B5

B1 - Indicates beam number

(Typ.)

bolts and washers.

1" Dia. galvanized carriage with ends of deck.

blocks. End block to be flush with 2'-0" max. space between

4" x 8" x 24" Scupper blocks, splice detail.

" radii. See rail 8 5of all rails with bolts and washers. Round top corners

" carriage4 3maximum. Connect with

Rail length 12-0" minimum and 16'-0"

4" x 8" Rail, continuous each side.

curb only at centers of scupper blocks.

Curb length 12'-0'' minimum. Splice

8'' x 8'' Curb, continuous each side.

block

4" Timber

See Joint Detail

(expansion end only) steel bolts

" Dia. stainless 4 limit

Excavation to end plate

Connect new timber backwall sheet for details

See "GIRDER CONNECTION DETAILS"

M in

M in noted otherwise.

galvanized conforming to ASTM A153, unless

5. Furnish hardware conforming to ASTM A307 and the proposed support and water pipe (not the insulation)

4. Support water line in a way to provide contact between beam at 12" spacing.

sides of beam flanges. Space flange clips on every of each beam. Stagger clip spacing 12" on opposite

3. Place flange clips at 2'-0'' spacing along each side each flange clip.

type 316, annular shank nails, 20d (4.0'') long to attach of beam flanges. Furnish ASTM F1667 stainless steel,

2. Place flange clips snugly against bottoms and edges to ASTM A653, Coating G-90.

flange clips, A446, Grade C or D, conforming

1. Furnish 12 gage galvanized sheet or strip steel

Structural backfill

Aggregate base

RAIL SPLICE DETAIL

4" x 8" Rails connector

Rail splice Post

'' x 16'' lag bolts.4 holes drilled @ 24'' spacing to accept

'' dia. 16 13 each impact angle to have deck width between curbs. Long leg of

1. Use one continuous angle to fit full clear at each splice.

" machine bolt and washers4 3 and one

" carriage bolts4 3 in each leg) with two

" dia. holes centered16 13 long with two

" x 5''4

11. Use two steel angles (6" x 6'' x 1

Note:

reconditioning

Aggregate surface waterproofing is considered incidental to Section 555.

beams according to manufacturer's recommendations. Cost of

702.07 or 702.08 between the deck and the top of flange

4. Install waterproofing membrane conforming to Subsection stainless steel hardware and fasteners for work below grade.

3. Furnish ASTM F593, ASTM F594, or ASTM F1667, type 316 deck.

and joint material is considered incidental to nail laminated

2. All cost associated with furnishing and installing impact angle leave a smooth finish.

1. Cut ends of laminated deck planks to incorporate the skew and

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

165284

157528 TN

112(1),ETC.

NP-GRSM 14(3),

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

HS HS LE

DRAWN BY

George Choubah of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-12857

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GREAT SMOKY MOUNTAINS NATIONAL PARK

Schedule C

R18

P R

O J E

C T

S g r s m (3

(1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s P

R O J E

C T

S .d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

Notes:

-M a y -2

1:

P

M

B B

A A

Sole plate

C

(each side for fixed bearings)

" Dia. Hole16 13L 1 bearing pad

Laminated elastomeric

Clr.

(Typ.)

all sides

4" 4"

8" b e a r in g

E x p a n s io b e a r in g

F ix e d

CL Girder

C bearing)

(each side for expansion

" Slotted hole4 3" x 316

9L 1

CL

CL

Anchor bolts &

Bearing pad

10"

5" 5"

CL Girder

(Typ.)

bolt with washer and double nut

5 kip minimum pull out anchor

" dia.2 1Fully swedged 1CL bearing only

Clear at expansion

"8

Scale: 3" = 1'-0"

Scale: 3" = 1'-0"

No Scale

8" x 8'' Curb

2'-0"

4" x 8" Continuous

Scupper block

CL

No Scale

8" x 8" Timber curb steel armor plate

" Thick weathering2

1 CL

(Typ.)

lag bolt with washer

" Dia. x 4" galvanized8

1'-6"

CL

3" 5" 5"

9" 6" 9"

4" x 8" Scupper block snug to plate

Tighten nut

A C

T U

A L F I L E R

G R

S M

M I S

C .D

G N

MISCELLANEOUS DETAILS

6As shown steel armor plate

Timber curb &

6"

GIRDER BEARING PLAN

LAMINATED ELASTOMERIC BEARING PAD DETAILS

SCUPPER DETAIL

CURB END DETAIL

SECTION A-A

Structure No. 5460-078P

HORSE STABLE BRIDGE

PLAN

ELEVATION

deck

Nail laminated

SECTION B-B

PLAN

" Interior layers8 molded securely to pad

" Steel shims8 15 -

" Exterior layers4

Sole plate bearing

Laminated elastomeric

M in

Top of bearing pad

5. Countersink bolt heads into face of curb and rail.

elastomeric bearing pads conforming to AASHTO M 251.

4. Furnish Grade 2, 50 durometer hardness, steel laminated

Furnish sole plate conforming to AASHTO M 270.3.

with ASTM A153.

Galvanize anchor bolts, hex nuts, and washers in accordance 2.

DH3.

Grade 36. Hex nuts shall conform to ASTM A563, Grade DH or

Furnish swedged anchor bolts conforming to ASTM F1554 1.

(Typ.)

1" Dia. bolt with washer of timber curb armor plate with face

Flush weathering steel

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

165284

157528 TN

112(1),ETC.

NP-GRSM 14(3),

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

HS HS LE

DRAWN BY

George Choubah of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-12857

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GREAT SMOKY MOUNTAINS NATIONAL PARK

Schedule C

R19

P R

O J E

C T

S g r s m (3

(1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s P

R O J E

C T

S .d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

-M a y -2

1:

P

M

7No scale

Roadway surface

Existing rock wall

Sandbags A

A

Wall foundation voids

Plywood form

Direction of stream flow

Existing rock wall

Pumping tube

Plywood form character to existing rock wall Install rock facing similar in

1'-0" _+

1'-0" _+ with lean concrete backfill Completely fill existing void

Notes:

6.

5.

4.

3.

2.

1.

A

C T

U A

L F I L E R

G R

S M

S

C O

U R

R E P

A I R .D

G N

EXISTING ROCK WALL PROFILE

SECTION A-A

Existing concrete apron

Structure No. 5460-078P

HORSE STABLE BRIDGE

SCOUR REPAIR DETAILS

Submit alternative methods of filling voids to the CO for

Remove plywood and sandbags once lean concrete

Use lean concrete backfill color matching AMS-STD-595.

Determine limits of repair locations and obtain or larger.

Do not disturb existing boulders 1 foot by 1 foot

Remove existing concrete apron.

Sandbag (typ.)

Waterproof membrane waterproof membrane

Additional sandbag to hold

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

165284

157528 TN

112(1),ETC.

NP-GRSM 14(3),

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

HS HS LE

DRAWN BY

George Choubah of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-12857

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GREAT SMOKY MOUNTAINS NATIONAL PARK

Schedule C

R20

-M a y -2

1:

P

M M

P R

O J E

C T

S g r s m (3

(1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s P

R O J E

C T

S .d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

Field verify all dimensions.

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14.

Construction:

A C

T U

A L F I L E R

G R

S M

,1

G N .D

G N

No scale

GENERAL NOTES AND INDEX

Structure No. 5460-013P, 5460-041P, 5460-042P

Provide 2-inch cover for reinforcing steel unless otherwise noted.

Furnish reinforcing steel conforming to AASHTO M 31, Grade 60 deformed.

Reinforcing Steel:

GENERAL NOTES:

Design:

Edition 2017 th

AASHTO LRFD Bridge Design Specifications, 8

SPECIFICATIONS:

Dead Load:

Concrete: 150 pcf

DESIGN LOADS:

Galvanize structural steel according to ASTM A123.

Furnish structural steel conforming to ASTM A709, Grade 36.

Structural Steel:

Concrete:

- inch unless otherwise noted.4 3Chamfer exposed edges of all concrete

Furnish Nonshrink grout with f'c = 5.0 ksi at 3 days.

Furnish PPC concrete for deck overlay (color gray).

Furnish Class S (Seal) concrete with f'c = 3.0 ksi at 28 days, for underpinning.

Furnish Class HES (High Early Strength) concrete with f'c = 3.0 ksi at 24 hours.

MATERIALS:

INDEX OF BRIDGE PLAN SHEETS

Scour Repair Details-2

Scour Repair Details-1

Concrete Repair Details

Joint Details

Structure 5460-050P

Structure 5460-048P

Structure 5460-047P

Structure 5460-162P

Structure 5460-042P

Structure 5460-013P & 5460-041P

Summary of Quantities

Scope of Work

General Notes and Index

PLAN SHEET NO. SHEET TITLE

5460-162P, 5460-047P, 5460-048P, 5460-050P

Furnish asphaltic plug joint conforming to Subsection 712.01(i).

Furnish pre-compressed foam-supported silicone seal conforming to Subsection 712.01(h).

Furnish silicone joint sealant conforming to Subsection 712.01(d) and 712.01(e).

Joint Sealant:

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

157528 TN165284 112(1),ETC.

NP-GRSM 14(3),

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

MR MR HS

DRAWN BY

George Choubah of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128513

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GREAT SMOKY MOUNTAINS NATIONAL PARK

R21

-M a y -2

1:

P

M M

P R

O J E

C T

S g r s m (3

(1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s P

R O J E

C T

S .d g

NO. DATE BY REVISIONS NO. DATE BY REVISIONS

SCOPE OF WORK

No scale

SCOPE OF WORK

A C

T U

A L F I L E R

G R

S M

,1

S

C O

P E O

F W

O R

K .d g n

Structure Number 5460-042P - Gatlinburg Bypass Bridge #3

Structure Number 5460-047P - Elkmont Road Bridge at Little River

Structure Number 5460-048P - Elkmont Campground Bridge

Structure Number 5460-050P - Headquarters Residence Bridge

Schedule B

Structure Number 5460-013P - Sinks Bridge

Structure Number 5460-162P - Camp Two Bridge

Schedule A Schedule C

Repair scour and undermining around bridge abutments and pier.-

Install steel armor plating along upstream side of pier.-

Repoint masonry joints on abutments and wingwalls.-

Seal cracks at abutments and wingwalls.-

Structure No. 5460-013P, 5460-041P, 5460-042P

Repair scour around bridge abutments and piers.-

Reset loose capstones on upstream side of pier footings.-

Repoint masonry joints. -

Clean and epoxy coat corrugated steel plate.-and abutments.

Clean and epoxy coat exposed rebar at underside of girder -

Repoint masonry joints on wingwalls and parapets.-

Repair concrete at abutment breastwalls.-

Replace curb and sidewalk joints.-

Replace deck expansion joints.-

Remove and replace concrete backwall.-

Repair deck deterioration, and place PPC overlay.-

.Repair deck joints - use pourable joints-

Seal vertical cracks on concrete beams in center span.-

Repoint masonry joints on parapets.-place PPC overlay.

Remove asphalt wearing surface, repair deck deterioration, and -

Structure Number 5460-041P - Gatlinburg bypass bridge #2

(total 35 feet of two rail system).

Remove and replace damaged rail sections of west Railing -

5460-162P, 5460-047P, 5460-048P, 5460-050P

Clean and epoxy coat exposed rebar on precast channel beams.-

Repair undermining of west pier footing.-

Seal cracks on abutments and piers.-

Replace joints at deck, curb, and sidewalk.-

Repair concrete backwall.-

Replace deck drains (total 4)-asphalt overlay.

Repair concrete slabs. Place waterproofing membrane and

Remove existing asphalt wearing surface including membrane. -

Replace north asphaltic expansion joint.-

Repoint stone masonry as needed.-

Replace damaged bridge rail post and mounting hardware.-

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

157528 TN165284 112(1),ETC.

NP-GRSM 14(3),

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

MR MR HS

DRAWN BY

George Choubah of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128513

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GREAT SMOKY MOUNTAINS NATIONAL PARK

R22

-M a y -2

1:

P

M M

P R

O J E

C T

S g r s m (3

(1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s P

R O J E

C T

S .d

SUMMARY OF QUANTITIES

A C

T U

A L F I L E R

G R

S M

,1

S

U M Q

T Y .d g n

ESTIMATED QUANTITIES - SCHEDULE A

ESTIMATED QUANTITIES - SCHEDULE B

ESTIMATED QUANTITIES - SCHEDULE C

Structure No. 5460-013P, 5460-041P, 5460-042P

5460-162P, 5460-047P, 5460-048P, 5460-050P

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

157528 TN165284 112(1),ETC.

NP-GRSM 14(3),

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

MR MR HS

DRAWN BY

George Choubah of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128513

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GREAT SMOKY MOUNTAINS NATIONAL PARK

R23

-M a y -2

1:

P

M M

P R

O J E

C T

S g r s m (3

(1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s P

R O J E

C T

S .d

Notes:

CL Post

B

B

RAIL POST REPLACEMENT

CC

RAIL POST ELEVATION VIEW B-B SECTION C-C

"4

Rail post

(See Note 3) replace post

Remove and 4

1""2 11"4

"4

"16

1"

SOUTH ABUTMENT SOUTHWEST WINGWALL

4No scale masonry wall motar joints.

Repoint deteriorated

"4

(See Note 5)

" Neoprene pad 8

A C

T U

A L F I L E R

G R

S M

,1

S

T R

.D

G N

Schedule A

Base plate

"8 wall motar joints.

Repoint deteriorated masonry

Structure 5460-013P Structure 5460-013P

Structure 5460-013P

STRUCTURE 5460-013P & 5460-041P

RAIL DETAILS

Structure 5460-041P

RAIL SECTION DETAIL

Structure 5460-013P Structure 5460-013P

Structure 5460-041PStructure 5460-041P RAIL REPLACEMENT

SINKS BRIDGE & GATLINBURG BYPASS BRIDGE #2

washer and nut conforming to ASTM A194, grade 8.

steel bolts conforming to ASTM F593, type 4. Furnish inch diameter stainless4 3Connect base plate to post with 6.

aluminum post and concrete surface.

inch neoprene pad at the interface of8 1Provide 5.

6351-T5. ASTM B221, alloy 6061-T6 or alloy

Furnish aluminum post and base plate conforming to4.

from south end of structure 5460-013P.

Remove and replace west rail post, third post 3.

process.

bridge railing section during the removal and installation

Provide a TL-3 temporary barrier along any removed west railing in the north span of structure 5460-041P.

Remove and replace four damaged rail sections of the 2.

Match mortar color and texture to existing joints.1.

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

157528 TN165284 112(1),ETC.

NP-GRSM 14(3),

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

MR MR HS

DRAWN BY

George Choubah of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128513

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GREAT SMOKY MOUNTAINS NATIONAL PARK

R24

P R

O J E

C T

S g r s m (3

(1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s P

R O J E

C T

S .d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

Notes:

-M a y -2

1:

P

M

A C

T U

A L F I L E R

G R

S M

,1

S

T R

.D

G N road

L Campbell lead C deck

Concrete

21'-9"

(TYP.)(TYP.)

T

Y P

29'-5"

" 2 12'-8 "2

12'-812'-0" 12'-0"

8" 6'-6"

3'-10" 3'-10"

Concrete box girder

TYPICAL SECTION

STRUCTURE 5460-042P

PLAN VIEW

99'-0"

Expansion joint seal (Typ.)

(See Note 1)

Expansion joint seal (Typ.)

(See Note 1)

33°

SOUTH ABUTMENT - WEST END

REPAIR CONCRETE

NORTH ABUTMENT

REPAIR CONCRETE…