Plans - NP-BLRI 2J17.pdf

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INDEX OF BRIDGE PLAN SHEETS

C.I.P. Concrete Slab

Sidewalk Typical Section

Inlet and Drainage Layout

Typical Section

Plan and Elevation

General Notes and Index

SHEET NO. SHEET TITLE

Dead Load:

Normal Weight Concrete: 150 pcf

Lightweight Concrete: 110 pcf

DESIGN LOADS:

Field verify all dimensions prior to ordering materials.

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

Construction:

H-15.

Live Loads:

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

ASTM A775, Grade 60 defromed.

Furnish epoxy coated reinforcing steel for the sidewalk and concrete slab conforming to

Reinforcing Steel:

GENERAL NOTES AND INDEX

GENERAL NOTES:

Design:

AASHTO LRFD Bridge Design Specifications, 8 Edition, 2017.

SPECIFICATIONS:

10. Repoint all the nose faces at piers and abutments.

9. Repoint bridge stone masory parapets inside face and top surface.

to each vertical expansion joint.

8. Remove and reset stone masory in parapet adjacent throughout the bridge.

7. Replace all vertical and sidewalk expansion joints pier and downstream side of south pier.

6. Repair damaged stone masonry on upstream side of north in plans.

5. Place reinforced lightweight concrete slab as shown located at MP 281.

excess salvaged stone to the NPS maintenance yard to the CO to match existing stone for approval. Deliver

4. Remove and reset stone curb. Submit stone samples construct the new sidewalk.

foam filled, galvanized stay-in-place forms to

3. Remove and replace existing sidewalks. Provide pipes with permanent caps as directed by the CO.

the remaining portions of the existing drainage drainage system. Cap the top and bottom of

CO, in a manner not to interfer with new existing drain pipe to depth determined by the the arches as shown in the plans. Remove new scuppers and pipe system to outlet below

2. Remove existing scuppers and replace with

1. Excavate and backfill as shown in plans.

SCOPE OF WORK

Concrete:

density of 110 pcf as determined by ASTM C567.

Furnish Lightweight coarse aggregate conforming to AASHTO M 195. Do not exceed LWC equilibrium

Furnish CLASS LWT-D(AE) lightweight concrete (LWC) for slab with f'c = 5.0 ksi at 28 days.

Furnish Class A(AE) normal weight concrete (NWC) for sidewalks with f'c = 4.5 ksi at 28 days.

MATERIALS:

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

165418

148036 NC NP-BLRI 2J17

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

CP

DRAWN BY

LTE LTE George Choubah of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-12896

Structure Number 5140-106P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

BLUE RIDGE PARKWAY

REHABILITATION OF LINVILLE RIVER BRIDGE

July 2020

NOT

FOR

CO

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INARY

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PLAN

RoadwayCL

N pier stone masonry

Remove & reset masonry parapet

Existing stone arch (Typ.)

stone veneer concrete

Existing earth-filled

PLAN AND ELEVATION

102'-0"102'-0"102'-0"

(Typ.)

16'-0"

T y p

T y p sidewalk (Typ.)

Replace C.I.P.

NORTH ABUTMENT SOUTH ABUTMENT

105+00 104+00 103+00 102+00 101+00

PIER 2 PIER 1

(See Note 4)

C.I.P. slab system (Typ.)

existing drainage

Remove and replace scupper & drainage pipe

Remove existing system (Typ.)

existing drainage

Remove and replace

(Typ.)

drainage system

Install new system (Typ.)

existing drainage

Remove and replace exp. joint (Typ.)

Replace Vertical

(T y p

Notes:

beads and silicone band

Field-applied silicone corner silicone coating

Factory-applied

Epoxy adhesive foam

Impregnated

(Pre-compressed foam-supported silicone seal joint)

Joint opening

ELEVATION

(Typ.)

'-0 c u r b

T y p

(T y p

(T yp

T y p

(Typ.)

8'-0" sleeper slab

Roadwaysleeper slab

Roadway

(Typ.)

top and inside surface stone masonry, Repoint parapet exp. joint (Typ.)

Replace Vertical

(Typ.)

outlet pipes

8" ID, HDPE

(Typ.)

(See Note 1) existing stone curb

Remove & reset

EXPANSION JOINT

VERTICAL & HORIZONTAL

(Typ.)

stone masonry

Repoint abutment masonry (Typ.)

Repoint stone

STA. 102+51.51 STA. 101+50.47STA. 103+50.52

STA. 103+60.14

STA. 103+69.52

STA. 104+61.63

(See Note 10) (Typ.)

stone masory @ vertical jt.

Remove and reset

End sidewalk

End of C.I.P. slab

End bridge

Begin sidewalk

Begin bridge wingwall)

(match end of southwest

Begin of C.I.P. slab

CL ScupperCL ScupperCL Scupper

CL Scupper

CL Scupper

CL Scupper

(Typ.)

2 locations

Drainage Type 1, 8 locations (Typ.)

Drainage Type 2, coordinate with the manufacturer to determine seal size.

5. For pre-compressed foam-supported silicone seal joint,

4. See "C.I.P. CONCRETE SLAB" sheet for additional information.

the CO for approval.

permanent caps. Submit the caping and fastening method to remaining portions of the existing drainage pipe with new drainage system. Cap the top and bottom of the determined by the CO in a manner not to interfere with the in the plans. Remove existing drain pipes to depth as scuppers and pipe system to outlet below the arches as shown

3. Remove existing bridge scuppers and replace with the new information.

"INLET AND DRAINAGE LAYOUT" sheets for additional

2. See "TYPICAL SECTION" , "SIDEWALK TYPICAL SECTION" and maintenance yard at MP 281.

approval. Deliver excess salvaged stone to the NPS stone samples for the replacement sections to the CO for needed. Reset stone at its exact existing location. Submit

1. Remove, reset, and replace stone curb/stone masonry as in parapet.

11. Align expansion joints in sidewalk with vertical expansion joint opening to replace vertical expansion joint.

expansion joints at abutments and piers. Furnish 1-inch

10. Remove and reset stone masory adjacent to vertical parapets between begin and end of bridge stations.

9. Repoint the inside, top and terminal surface of the bridge repair or remove and reset work.

masonry for all location other than areas shown in plans for

8. Repoint each surface of pier and abutment nose faces' stone the original missing pier stones located adjacent to Pier 2.

joints, layout and configuration. Reuse to the extent possible match similar existing undamaged pier section stones, mortar

7. Repair pier stone masonry at the upstream end of Pier 2 to manufacturer's recommendations.

conforming to Subsection 712.01(h) and according to the

6. Furnish pre-compressed foam-supported silicone seal scupper & drainage pipe

Remove existing

(Typ.)

drainage system

Install new masonry (See Note 1 & 7)

Repair pier stone

(See Note 1 & 7) stone masonry

Repair pier

(See Note 11)

Exp. joints (Typ.)

Replace sidewalk

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

165418

148036 NC NP-BLRI 2J17

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

CP

DRAWN BY

LTE LTE George Choubah of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-12896

Structure Number 5140-106P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

BLUE RIDGE PARKWAY

REHABILITATION OF LINVILLE RIVER BRIDGE

July 2020

NOT

FOR

CO

NST

RUCTI

ON

PRE

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TYPICAL SECTION

TYPICAL SECTION

See Detail A

DETAIL A

and backfill

Existing earth-fill sheeting

10 mil Polyethylene

Asphalt overlay

Stone curb

Top of curb

A

A

SECTION A-A

" = 1'2 1Scale: 1

Scale: 1" = 1'

" = 1'2 1Scale:

parapet (Typ.)

Exiting t o

V a r ie s

M a x

C lr epoxy coated #5 rebar, Reinforced concrete C.I.P. lightweight existing sidewalk (Typ.)

Remove & replace

1'-0" depression, (Typ.)

12:1 radial asphalt

CL

CL

(Typ.)

(See Note 2) cleanout

8" ID pipe

Asphalt overlay

VariesVaries

(Typ.)

Existing subparapet

7"

Scale: 1" = 1'

Asphalt overlay

TYPICAL SECTION

CURB TO SLAB

existing sidewalk (Typ.)

Remove & replace (See Note 3) curb, (Typ.)

Remove & reset stone

3" Asphalt overlay

Seal joint

Seal joint (Typ.)

t o

V a r ie s

Seal joint (Typ.)

and backfill

Existing earth-fill

Detail B

See

CL

Asphalt overlay

DETAIL B

" = 1'2 1Scale: 1

S la b

A s p h a lt depression (Typ.)

12:1 radial asphalt stone curb, (Typ.)

Remove & reset

8" ID

HDPE pipe

(Typ.)

(See Note 2)

CL

Repoint Parapet stone masonry

(Typ.)

CL

(Typ.)

(see Note 1 & 2)

C.I. Scupper, (See Note 2)

C.I. 8" ID pipe cleanout

(Typ.)

(See Note 2)

8" ID pipe cleanout reinforced concrete

C.I.P. lightweight

Reinforced concrete

C.I.P. lightweight reinforced concrete slab

6" C.I.P. lightweight

6" min.)

grading C or D (varies, Aggregate base

(varies, 6"min) grading C or D Aggregate base

Aggregate base grading C or D grading C or D

Aggregate base finished roadway surface.

5. Ensure concrete surfaces are not visible within the limits of the

4. See "C.I.P. CONCRETE SLAB" sheet for additional information.

in locations where stone is non-salvageable or missing.

3. Place new stone curb and stone scupper cap to match existing information.

2. See "INLET AND DRAINAGE PIPE LAYOUT" sheet for additional

Provide new cast iron scuppers as shown in the plans.1.

wall

Existing spandrel

(Typ.) (See Note 2) w/metal casing

8" ID HDPE pipe

(See Note 4 & 5)

Reinforced concrete

C.I.P. lightweight

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

165418

148036 NC NP-BLRI 2J17

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

CP

DRAWN BY

LTE LTE George Choubah of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-12896

Structure Number 5140-106P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

BLUE RIDGE PARKWAY

REHABILITATION OF LINVILLE RIVER BRIDGE

July 2020

NOT

FOR

CO

NST

RUCTI

ON

PRE

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INLET AND DRAINAGE PIPE LAYOUT

As shown

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4 Spa. @ 6" = 2'-0"

2'-6"

DRAINAGE TYPE 2

DRAINAGE TYPE 1

ELEVATION VIEW

ELEVATION VIEW

A A

SECTION A-A

5% slope

" = 1'4 3Scale:

" = 1'4 3Scale:

" = 1'2 1Scale: 1

DRAIN PIPE KEY

CL

B

B

5% slope

8" ID.

Cleanout

T y p

C u r b

T y p

E x is ti n g s u b p a r a p e t

9"

T y p

1 (Typ.)

"2

(Typ.)

"2

(Typ.)

"4

" ID

R

(Typ.)

"2

SECTION B-B

"2

"2

CL

9"

5% slope

SCUPPER PLAN AND ELEVATION

C.I. scupper

C.I. scupper

See Note 1

(Typ.)

5'-0"

CL

sub-parapet

Existing

DRAINAGE TYPE 1 PLAN VIEW

(Typ.)

5'-0"

CL

" = 1'4 1Scale:

TYPICAL PIPE CASING DETAIL

Existing earthfill

(Typ.)

Va rie s

CL

HDPE outlet pipe

8" ID,

CL

w/metal casing

HDPE outlet pipe

8" ID,

8" ID.

HDPE pipe w/grout (See Note 9)

10" Dia. Metal casing masonry

Existing stone

(T y p arch

Existing concrete wall (Typ.)

Existing spandrel

(Typ.)

pipe w/metal casing

8" ID HDPE outlet

8" ID HDPE

pipe (Typ.)

pipe (Typ.)

8" ID HDPE

scupper outlet

8" ID C.I.

(See Note 5)

C.I. cleanout grout conforming to Subsection 725.13(a)(c).

9. Grout space between metal casing and HDPE pipe. Furnish

8. The outlet pipes' angle of installtion varies.

7. See "TYPICAL SECTION" sheet for additional information.

according to the manufacturer's recommendations.

6. Furnish HDPE fittings and connections for drainage system installation.

cast iron cleanout access hole to the CO for approval prior to lid/cover is plane to the roadway's finished surface. Submit cleanout access hole. Ensure the cleanouts' access opening and shown in the plans. Furnish a secure cast iron lid/cover for

5. Furnish a cast iron cleanout access hole for Drainage Type 1 as arch surface.

likelihood of fines seeping out. Secure pipe in place at exterior provide a seal around the outlet pipe in a way to eliminate the damage the structure and the stone facing. In addition,

4. Core through the arch using extreme caution in a way not to masonry at underside of arch.

3. Extend outlet pipe 6-inches beyond the face of the stone according to the manufacturer's recommendations.

qualified in the manufacutring of HDPE products. Install system a single manufacturer who is fully experienced, reputable and system in place. Furnish all pipe, connections, and fittings ftom configuration, connections, slopes, and securing the drainage drainage system including but not limited to the pipes'

Submit shop drawings to the CO for approval for the entire 2.

casting.

Submit scupper shop drawings to the CO for approval prior to

1. Furnish new cast iron scuppers to match style of existing.

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

165418

148036 NC NP-BLRI 2J17

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

CP

DRAWN BY

LTE LTE George Choubah of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-12896

Structure Number 5140-106P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

BLUE RIDGE PARKWAY

REHABILITATION OF LINVILLE RIVER BRIDGE

July 2020

NOT

FOR

CO

NST

RUCTI

ON

PRE

R05

M

P R

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REVISIONSNO. DATE BYNO. DATE BY REVISIONS

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Existing stone

TYPICAL SECTION

SIDEWALK TYPICAL SECTION

wall

Existing spandrel

Existing drain pipe

Existing earth-fill

Existing scupper

Existing stone curb

Existing asphalt overlay

Width of sidewalk = 4'-10"

Remove & replace existing sidewalk

(See Note 2)

#5 rebar @ 12", See Note 4

West sidewalk shown, East sidewalk similar

(looking upstation)

C lr

C lr

1" undercut sidewalks matches existing.

8. Ensure the top elevation and cross slopes of proposed parapet wall.

7. Align sidewalk expansion joint with vertical expasion joint in spacing.

6. Ensure the spacing between contraction joints matches existing

552. Submit concrete colorant samples to the CO for approval.

5. Provide normal weight concrete in accordance with Section concrete sidewalk.

foam filled corrugated galvanized deck forms for the C.I.P.

the new reinforced concrete sidewalk. Furnish stay-in-place, space below sidewalk prior to constructing new form work for

4. Remove any debris or existing stay-in-place form work in void

3. Remove sidewalk in accordance with Section 203.

1-foot 6-inches for longitudinal bars.

with epoxy coated reinforcement. Provide lap splice length of transverse reinforcing steel. Replace longitudinal reinforcement and epoxy new transverse reinforcing steel adjacent to existing more section loss with epoxy coated rebar of similar size. Drill steel. Replace existing transverse reinforcing steel with 15% or

Do not remove the existing sidewalk transverse reinforcing 2.

parapet.

remove more than 1-inch of concrete beyond the face of the during the removal of the existing sidewalk concrete. Do not

Do not damage the existing stone masonry parapet and curb 1.

#4 rebar, (See Note 2)

Existing rebars to remain, epoxy coated, (See Note 2)

#4 rebar @ 12", NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

165418

148036 NC NP-BLRI 2J17

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

CP

DRAWN BY

LTE LTE George Choubah of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-12896

Structure Number 5140-106P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

BLUE RIDGE PARKWAY

REHABILITATION OF LINVILLE RIVER BRIDGE

July 2020

NOT

FOR

CO

NST

RUCTI

ON

PRE

R06

M

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C T

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D e s ig n

F il e s P

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REVISIONSNO. DATE BYNO. DATE BY REVISIONS

Notes:

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As shown

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Roadway crown

RoadwayCL

Contraction jt.-to-Contraction jt. (Typ.)

30'-0"

Asphalt overlay

C.I.P. slab

SECTION A-A

A A

223'-0"

3'-3"

jt. filler

Preformed expansion

T y p

T y p deck slab

Mid-span of slab

Roadway sleeper

#5 epoxy coated rebar

334 Spa. @ 8" = 222'-10"

CONTRACTION JOINT DETAIL

(Typ.)

See Detail, Contraction jt., C.I.P. slab

C.I.P. CONCRETE SLAB

(Typ.)

See Note 5, " = 1'4 1Scale:

" = 1'2 1Scale: 1

"4 silicone seal joint

Pre-compressed foam-supported beads and silicone band

Field-applied silicone corner silicone coating

Factory-applied foam

Impregnated

Epoxy adhesive

LC Joint

Scale: No scale

(Pre-compressed foam-supported silicone seal joint)

Roadway sleeper slab

3'-3" rebar spa. ea. direction

#5, epoxy rebar spa. @ 8" = 2"-8"

"4

Scale: No scale

See Detail A

DETAIL A

@ 70°

"2

Full Width of Slab

(Typ.)

5"

(Typ.)

8" Spa.

T y p

" galv. PL2

SLAB METAL JOINT ARMOR

A s p h a lt galv. anchor stud

" galv. PL w/ 6" 2 1" x 4 joint armoring

Slab metal e p o x y c o a te d r e b a r

T y p

S p a anchor stud (Typ.)

w/6" welded galv.

" galv. PL2 1" x 4

(See Note 3)

Joint sealant, (See Note 3)

Joint sealant, (See Note 2)

Saw-cut jt., C.I.P. LIGHTWEIGHT SLAB PLAN

End bridge

N "2

115'-11 concrete to contraction jt. (Typ.)

End of C.I.P. lightweight reinforced concrete slab lightweight reinforced

Continue to begin of C.I.P.

stud head

" galv.16 51" Ø x studs @ 8" centers

" Dia. x 6" galv.2 roadway/roadway crown

Symmetric about

CL

(Typ.)

mid-depth of slab, 4 - #4 rebar @

°9

E401-01) as shown in Detail pavement transition

Asphalt (construct

Construction jt.

" = 1'2 1Scale: 1

Waterstop

WATERSTOP DETAILc o v

M in

C.I.P. slab

6"

(Typ.)

Drain cleanout

Saw-cut jt.

C.I.P. slab adjacent to roadway surface.

roadway at the location of the joint. Remove all sharp edges shape of the armoring matches the transverse section of the dimensions before construction of expansion joint. Ensure the armoring.Galvanize according to ASTM A123. Verify all

9. Furnish AASHTO M 270, Grade 50 steel for slab metal joint manufacturer's recommendations.

conforming to Subsection 712.01(h) and according to the

8. Furnish pre-compressed foam-supported silicone seal coordinate with manufacturer to determine seal size.

7. For pre-compressed foam-supported silicone seal joint, throughout slab and sidewalk.

reinforcement. Ensure there are no adjacent lap splices

6. Provide lap splice length of 1-foot 6-inch for longitudinal manufacturer's recommendations.

of the C.I.P. lightweight slab. Install waterstop according to the

5. Provide waterstop for the full length of each construction joint on the face of stone curb.

permitted to extend beyond 1-inch above top of concrete slab to Subsection 712.01(a)(1). Sealant application limits not concrete/stone curb and scupper with joint sealant conforming

4. Seal interface joint of new concrete slab to existing

Subsection 712.01(a)(1).

3. Seal all sawcut joints with elastomeric sealant conforming to

ACI 360R-10 for additional information.

can support the weight to perform the saw cutting. Refer to the finishing of the slab in the area but not before the concrete

Contraction joints are to be cut within 4-hours after completing contraction joints using "early-entry dry-cut saw" methods.

2. Sawcut transverse contraction joints. Construct slab crown.

Crown the roadway sleeper slab to match proposed roadway 1.

26'-0"

(Lbs.)

Steel

Reinf.*

4'-10"Sidwalks

Element

C.I.P. Slab

Width Length

* Qty includes lap slices.

497'-0"

443'-7" 27860

11800

REINFORCED CONCRETE

ESTIMATED QUANTITIES FOR

26'-0"Sleeper slabs 3'-3" 340

C lr

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

165418

148036 NC NP-BLRI 2J17

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

CP

DRAWN BY

LTE LTE George Choubah of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-12896

Structure Number 5140-106P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

BLUE RIDGE PARKWAY

REHABILITATION OF LINVILLE RIVER BRIDGE

July 2020

NOT

FOR

CO

NST

RUCTI

ON

PRE