Plans_-_NP-UPDE_10(1).pdf

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PROJECT TEAM LEADER

of

DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BRP NO.

5Dan Weston

STATE PROJECT

NUMBER

SHEET

CV CV

NPS

NO.NO.

PMIS

BRIDGE PLAN SHEET

BRP-1230

PA-NY128923

147471

ROEBLING BRIDGE

Structure Number 4870-001P

HC

NP-UPDE 10(1)

UPPER DELAWARE SCENIC AND RECREATIONAL RIVER

September 2015

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NO. DATE BY REVISIONS NO. DATE BY REVISIONS

SCOPE OF WORK:

MATERIALS:

Construction:

Design:

Concrete:

GENERAL NOTES:

SPECIFICATIONS:

A

C T

U A

L F I L E R

U P

D E

G N .D

G N

INDEX OF BRIDGE PLAN SHEETS

SHEET NO. SHEET TITLE

Timber:

Fasteners:

continuous compression seal.

Remove existing expansion joint seal and replace with a

6.

5.

4.

3.

2.

1.

GENERAL NOTES AND INDEX

Seal the entire deck surface.Forest and Paper Association, 2005 edition.

National Design Specifications for Wood Construction, American approved by the CO. Remove all vegetation growing on the icebreakers.

Survey and repair the damaged wales for all the timber icebreakers as

No Scale with 2015 Interim Revisions.

AASHTO LRFD Bridge Design Specifications, Seventh Edition, 2014

Repair concrete curb at bridge expansion joints.

begining and end of the bridge.

Remove and reconstruct the bridge approach sidewalks and curbs at the

All dimensions shown in the plans are nominal unless otherwise noted.

approved source.

Furnish a Ipe tropical hardwood for the wales exterior face. Obtain all timber from a single chromium compounds.

U1 for waterborne cooper based solution of suspensions that do not contain arsenic and/or interior face. Pressure treat the Southern pine in accordance with the latest AWPA Standard

Furnish Southern Pine with a minimum design bending stress of 1,400 psi. for the wales

Masonry repointing:

compressive strength f’c = 4,000 psi.

Furnish Class D(AE) for concrete curb repair with a minimum 28 days

Approach Sisewalk Detail

Miscellaneous Details

Icebreaker Repair Details

Plan and Elevation

General Notes and Index for all masonry joint.

masonry joint test panel is approved. Use the masonry test panel as a guide with the NPS as a test panel. Do not proceed with the work until the consultation with the NPS. Use the area selected by the CO in consultation

Submit a test panel of stone mortar joints for approval by the CO in and masonry repointing methods.

the CO in consultation with the NPS. Include details for joint cleaning

Submit a work plan for all masonry repointing work for approval by

Furnish mortar according to Section 620.

620 as approved by the CO in consultation with NPS.

Repoint masonry for abutments and piers according to Section for Treatment of Historic Properties.

Perform all repair work and furnish materials according to the Secretary of Interior Standards

The repair areas shown are only schematic.

proceeding with the construction and ordering of the material.

Dimensions are based on AS-BUILTS plans. Verify all the dimensions in the field before

FP-14.

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, consultation with the NPS.

Submit concrete, timber and fasteners to the CO for approval in

Furnish galvanized steel fasteners conforming to AASHTO M 232.

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PROJECT TEAM LEADER

STATE PROJECT

NO.NO.

PMIS

BRIDGE PLAN SHEET

BRP-1230

PA-NY128923

147471

ROEBLING BRIDGE

Structure Number 4870-001P

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NO. DATE BY REVISIONS NO. DATE BY REVISIONS

CLAbutment 1

LACKAWAXEN, PA

Notes:

See Note 8 joint (Typ.)

Repair expansion

Bridge length = 534’-10’’ (–)

CLPier 1 PLAN

South sidewalk

North sidewalk

CLPier 2 CLPier 3

Gutter line

T y p

ELEVATION

CLAbutment 2

MINISINK, N.Y.

PLAN AND ELEVATION

A C

T U

A L F I L E R

U P

D E P

E .D

G N

" = 1’-0’’32

9’-0"

(Typ.)

D e la w a r e R iv e r

534’-10" (–) Length of the bridge may be used as working platform and equipment access.

Existing riprap within and around the perimeter of the piers

2.

1.

(Do not disturb)

Existing historic canal

Do not permit debris to enter waterways.

See " ICEBREAKER REPAIR DETAILS" sheet for more details.

upstream from bridge.

Do not disturb the existing historic water dam located approx. 300’-0" (–)

6.

5.

4.

3.

10’-0"

(Typ.)

See Note 5 overlay

Seal deck

See Note 10 as required (Typ.)

Repoint stone masonry

T y p .)N

Seal concrete deck overlay according to Section 552.

Mean flow (September) = 2060 c.f.s.

Mean flow (low month, August) = 1,297 c.f.s.

Mean flow (high month, April) = 6,206 c.f.s.

Mean annual flow = 3,274 c.f.s.

for the construction season, are provided for information.

the Lackawaxen near Barryville, NY) and may or may not be typical

1940 to 2015 data from station 1428500 (Delaware River above operation discharges. The following statistics which are based on including but not limited to rainfall, snow melt and upstream

Water levels may vary dramatically depending on many factors, daily upstreams.

In addition coordinate with the local power company which also discharges that uncompleted work or materials are not washed away by high flows.

that work can be accomplished during periods of low water and to ensure for information on release time and rates from Lake Wallenpaupack so

Contact PADEP (Pennsylvania Department of Environmental Protection) seal. See " MISCELLANEOUS DETAILS" sheet for more details.

Remove and replace the existing expansion joint seal with compression

See Note 9

Limit of cofferdam

See Note 6

Repair Timber Icebreaker (Typ.)

curb (Typ.)

sidewalk and bridge approach reconstruct

Remove and

OHW 597.00

11.

10.

9.

8.

7.

sidewalk details. Match with existing sidewalk.

See "APPROACH SIDEWALK DETAIL" sheet for more

Pennsylvania side and continue advancing in the same order of the piers.

pier is completed. Start the in water work with the pier closer to the work may not begin on a pier until the in water work of the previous being release. Perform in water work for piers in succession. In water to Section 208. Pass the water through a sediment filter bag before

Construct cofferdam and dewater the working area according repointing general notes.

See " GENERAL NOTES AND INDEX " sheet for masonry of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

BRIDGE PLAN SHEET

BRP-1230

ROEBLING BRIDGE

Structure Number 4870-001P

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

Dan WestonCV CV HC

STATE PROJECT

NO.NO.

PMIS

PA-NY128923

147471 NP-UPDE 10(1)

R03

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PROJECT TEAM LEADER

STATE PROJECT

NO.NO.

PMIS

BRIDGE PLAN SHEET

BRP-1230

PA-NY128923

147471

ROEBLING BRIDGE

Structure Number 4870-001P

Notes:

planking

Existing red oak

5’-0" 5’-0"5’-0"

PLAN

all the damaged timber wales as approved by the CO.

Survey all the icebreakers and remove and replace being release.

208. Pass water through a filtration bag before

Dewater the working area according to Section over weed barrier. (To remain)

Existing red oak timber planking Limit of 4" planking nailer board pine timber

8"x8" Southern nailer board pine timber

8"x8" Southern planking red oak timber

4"x1’-0" Existing

A

A

B

B

SECTION B-B

4" 4" 4"

Southern Pine

4" x 1’-0" Treated

(Typ.)

with washer and nut

"Ø through bolt8

Exposed face

C

C

SECTION C-C

Timber cribbing

1’-0" x 1’-0"

S e e N o te

T im b e r w a le s

(Typ.)

Replaced wale wale (Typ.)

Remaining

Nosing level. (Varies)

Existing water

Steel plate not shown

(Interlocking joint connection at nose)

Riprap infill

Existing class 4 timber cribbing

Existing 1’-0"x1’-0" tie rod

"Ø Steel8 7Existing

5 Spa. @ 6’-0" = 30’-0"

ELEVATION

to the existing condition after the work is completed.

Repair one icebreaker at the time. Restore the profile

6.

5.

4.

3.

2.

1.

WALE DETAIL

" = 1’-0’’4 1Scale:

" = 1’-0’’4 1Scale:

" = 1’-0’’4 1Scale: " = 1’-0’’3

1Scale:

" = 1’-0’’2 1Scale:

" = 1’-0’’2 1Scale:

Limit of 4" planking

ISOMETRIC VIEW A-A

See Note 6

" Ø Lag bolt (Typ)8

N o s in g w a le s x

ICEBREAKER REPAIR DETAILS

CC

C C existing (Typ.)

outer face to match timber wales. Batter

Proposed 1’-0" x 1’-0" may be used as working platform and equipment access.

Existing riprap within and around the perimeter of the piers

See Note 2.

Riprap

Existing

A C

T U

A L F I L E I

C E

B R

E A

K E

R R

E P

A I R D

E T .D

G N

Galvanized steel plate to be reused (Typ.)

"8 3Existing 11’-0" x 3’-0"x steel plate to be reused

Existing galvanized

As shown

Ipe Tropical hardwood

4" x 1’-0" nut. See Note 4 with washer and

"Ø through bolt8

Note 4 with cap. See

"Ø lag bolt8

(Typ.)

Timber cribbing

1’-0" x 1’-0"

" Ø through bolts at each end.8 7with (2) timber cribbing and connect each wale timber component lag bolts with cap. Attach each wale timber with a minimum of two

" Ø x 1’-8" 8 7Attach wales to the timber cribbing with (2)

Furnish countersunk lag bolts and bolt cap.

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PROJECT TEAM LEADER

STATE PROJECT

NO.NO.

PMIS

BRIDGE PLAN SHEET

BRP-1230

PA-NY128923

147471

ROEBLING BRIDGE

Structure Number 4870-001P

R04

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PROJECT TEAM LEADER

STATE PROJECT

NO.NO.

PMIS

BRIDGE PLAN SHEET

BRP-1230

PA-NY128923

147471

ROEBLING BRIDGE

Structure Number 4870-001P

Notes:

A A jo in t

S id e w a lk m in curb

Concrete m in line

Gutter

L

TYPICAL SECTION

’’ = 1’-0’’4 3Scale:

SECTION A-A

Not to scale

LC Structure

See Note 1

Concrete curb (Typ.)

Remove and reconstruct

Sidewalk Bridge

Not to scale

See "CURB REPAIR DETAIL"

SECTION B-B

Not to scale

B

B beads and silicone band

Field applied silicone corner compression seal

Precompressed silicone foam

Impregnated

Epoxy adhesive to remain.

" 2 1Existing L 4x4x

C Expansion joint

(Existing pier expansion joint shown, expansion joint at abutments similar)

11’-6" (–) s o u th s id e w a lk

3 5 n o r th s id e w a lk

"8 rod

" Ø backer8

See Note 4

Joint sealant Sidewalk

S e e N o te e x is ti n g c u r b

R e m o v e a n d r e c o n s tr u c t

S e e N o te e x is ti n g c u r b

R e m o v e a n d r e c o n s tr u c t

EXPANSION JOINT REPAIR

LOCATION

Abutment 1

Pier 1

Pier 2

Deck

Abutment 2

Pier 3

Compression Seal (LNFT)

KEY

Remove and reconstruct curb

See Note 3

LNFT

ESTIMATED CURB REPAIR

Furnish joint sealing material according to Subsection 712.01.

A C

T U

A L F I L E R

U P

D E

M I S

C E

L L

A N

E O

U S D

E T .D

G N

12’-0"

24’-0"

24’-0"

24’-0"

12’-0"

MISCELLANEOUS DETAILS

at 6" spacing steel wedge anchor

" x 7" Stainless8

Existing opening

NEAR MIDSPANNEAR ABUTMENT

Seal the bridge deck overlay according to Section 552.

the top of the curbs.

the requirements of section 552. Extend the compression seal to continuous compression seal. Furnish a compression seal meeting

Remove and replace the existing expansion joint seal with a

Seal deck overlay. See Note 2

CURB REPAIR DETAIL

4.

3.

2.

1.

Match with existing curb.

concrete curbs at the location of the bridge expansion joints.

Remove and reconstruct as approved by the CO all the damaged

As shown

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PROJECT TEAM LEADER

STATE PROJECT

NO.NO.

PMIS

BRIDGE PLAN SHEET

BRP-1230

PA-NY128923

147471

ROEBLING BRIDGE

Structure Number 4870-001P

R05

As shown

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PROJECT TEAM LEADER

STATE PROJECT

NO.NO.

PMIS

BRIDGE PLAN SHEET

BRP-1230

PA-NY128923

147471

ROEBLING BRIDGE

Structure Number 4870-001P

Width as shown on the plans

2 %

4" Concrete sidewalk

Not to scale

SIDEWALK WITH CURB

4" Bed course

APPROACH SIDEWALK DETAIL

e (var.)

curb structure

Pavement wall to remain

Existing trunk

Notes:

sidewalk details.

See " PLAN AND ELEVATION" sheet for more approach

Construct sidewalk according to Section 615.

curb.

Match the new curb with the existing sidewalk

4.

3.

2.

1.

to Subsection 712.01(b)(1).

" preformed expansion joint filler conforming2 1Install

See note 4

6" x 6" W2.1 x W2.1

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PROJECT TEAM LEADER

STATE PROJECT

NO.NO.

PMIS

BRIDGE PLAN SHEET

BRP-1230

PA-NY128923

147471

ROEBLING BRIDGE

Structure Number 4870-001P