Plans - GUIS15(3).pdf

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GENERAL NOTES AND INDEX

Field verify all dimensions.

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

Construction:

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

GENERAL NOTES:

Design:

AASHTO LRFD Bridge Design Specifications, 8 Edition, 2017

SPECIFICATIONS:

A C

T U

A L F I L E R

G U I S

G N .D

G N

SCOPE OF WORK:

Schedule D

Install new bridge railing at structure 5320-001P and 5320-002P.2.

Remove existing bridge railing at structure 5320-001P and 5320-002P.1.

No scale

Timber:

MATERIALS:

Furnish Southern Pine No.1.

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

Use waterborne copper-based suspension containing micronized or dispersed copper that does not contain

Pressure treat all timber in accordance with the latest AWPA Standard U1. Provide use category UC4A timber.

Furnish Hollow Structural Section (HSS) conforming to ASTM A500, Grade B.

Furnish posts confroming to ASTM A992.

Structural Steel:

INDEX OF BRIDGE PLAN SHEETS

Structure Transition Railing

Bridge Railing - 2

Bridge Railing - 1

Old U.S. Route 90 Bridge - Plan

Pabst Road Bridge - Plan

General Notes and Index

SHEET NO. SHEET TITLE

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

170922

136047 MS NP-GUIS 15(3)

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

OA OA

DRAWN BY

George ChoubahCP of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-1301

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GULF ISLANDS NATIONAL SEASHORE

PARK ROAD RECONSTRUCTION

6 December 2020

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REVISIONSNO. DATE BYNO. DATE BY REVISIONS

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Notes:

To Park Entrance To Vistor Center

PLAN

CL CL

N

Bridge length: 210'-0"

PABST ROAD BRIDGE - PLAN

A C

T U

A L F I L E R

G U I S

P la n .D

G N

" = 1'-0"8

Schedule D Structure Number 5320-001P

215'-0" (5'-0" Max. post spacing) transition railing

Pay limit for structure

See Note 5 transition railing

Pay limit for structure

See Note 5

Abut. Pier

Construction baseline

CSX Railroad

215'-0" (Typ.)

Removal of bridge rail pay limits (See Note 1)

Pier

Bridge rail pay limits (See Note 2)

Abut.

Face of rail

Face of rail information.

5. See "STRUCTURE TRANSITION RAILING" sheet for more sheet for more information.

4. See "BRIDGE RAILING - 1" sheet and "BRIDGE RAILING - 2" right-of-way.

3. Perform all work without encroaching into CSX Railroad before ordering materials.

drawing of bridge railing layout and materials for approval

2. Submit procedure of installing bridge new railing and detail removal operations for approval.

Submit bridge railing removal plan before beginning any 1.

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

170922

136047 MS NP-GUIS 15(3)

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

OA OA

DRAWN BY

George ChoubahCP of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-1301

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GULF ISLANDS NATIONAL SEASHORE

PARK ROAD RECONSTRUCTION

6 December 2020

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REVISIONSNO. DATE BYNO. DATE BY REVISIONS

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N

To Park Entrance To Vistor Center

155'-0"

CL

CL

PLAN

Notes:

Structure Number 5320-002P

A C

T U

A L F I L E R

G U I S

P la n .D

G N

" = 1'-0"8

Bridge length: 139'-0"

Schedule D transition railing

Pay limit for structure transition railing

Pay limit for structure

See Note 4 See Note 4

Abut. Pier Pier

Abut.

Face of rail

Face of rail

Construction baseline

Bridge rail pay limits (See Note 2)

155'-0" (5'-0" Max. post spacing)

Removal of bridge rail pay limits (See Note 1)

OLD U.S. ROUTE 90 BRIDGE - PLAN

information.

4. See "STRUCTURE TRANSITION RAILING" sheet for more sheet for more information.

3. See "BRIDGE RAILING - 1" sheet and "BRIDGE RAILING - 2" before ordering materials.

drawing of bridge railing layout and materials for approval

2. Submit procedure of installing bridge new railing and detail removal operations for approval.

1.Submit bridge railing removal plan before beginning any

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

170922

136047 MS NP-GUIS 15(3)

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

OA OA

DRAWN BY

George ChoubahCP of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-1301

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GULF ISLANDS NATIONAL SEASHORE

PARK ROAD RECONSTRUCTION

6 December 2020

R04

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

170922

136047 MS NP-GUIS 15(3)

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

OA OA

DRAWN BY

George ChoubahCP of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-1301

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GULF ISLANDS NATIONAL SEASHORE

PARK ROAD RECONSTRUCTION

6 December 2020

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REVISIONSNO. DATE BYNO. DATE BY REVISIONS

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Notes:

(See Note 4)

Anchor bolts

"2

Base PL 58

" x

1'-2" x 1'-23 "

See "Base Plate

Details" c u r b

E x is ti n g

Schedule D 5320-002P

5320-001P

Structure Number

SECTION A-A

Scale: 1" = 1'-0"

1'-2"

2" 2"10"

Top side

CL

Post W6 x 15

No Scale

FRONT VIEW

"2

"4

6"

L 78" x 3" SlotCL

CL

R

"4 31'-2" x 1'-2

" x 8 5Base PL

Top of base plate

SECTION VIEW

Anchor bolts

CL

1'-2"

4"6"4"Traffic side

TOP VIEW

CL

Slotted holes

" x 3"8

Post W6 x 15

(See Note 8)

5"5"4"5"

" Dia. holes8

BASE PLATE DETAILS

"4

Post W6 x 15

CL

(Typ.)

Rail splice

(Typ.)

2'-4"

5'-0" (Typ. & Max)

Post (Typ.)

5'-0" (Typ. & Max) 5'-0" (Typ. & Max)

Min

9" bridge joint

Existing CL

" = 1'-0"2 1Scale:

6" x 10" Timber rail block

4" Spacer

A

A

90° (Typ.)

projectio n (Typ.)

" Bolt4

"4 1HSS 4" x 4" x

6" x 10"

Timber rail under each hex nut (ASTM A563).

(ASTM A325, Type 1) w/ one washers

" hex bolts 8 5" dia. holes in HSS for 4

3L

" Horiz. slots in post flange and 4 1" x 14

3L

CL

CL

Grade 50)

(ASTM A572,

" 8 5Base PL

TYPICAL RAIL ELEVATION

nut and washer

(ASTM A307) w/ square neck bolts

" Dia. round head 4

E x is ti n g c u r b

BRIDGE RAILING - 1

A C

T U

A L F I L E R

G U I S

R a il D

T S .D

G N

As shown

Pay limit for structure transition railing = 21'-2" bolts

Anchor

B e n d of three posts and a maximum of eight posts per panel section.

12. Each HSS section between splices must connect to a minimum

Grade B.

11. Furnish HSS from structural steel conforming to ASTM A500,

10. Furnish post from structural steel conforming to ASTM A992.

exist.

" 16 1 9. Place epoxy mortar under base plates if gaps larger than plate as necessary to conform to curb face geometry.

8. Slope of curb may differ from what is shown. Adjust base

A572, Grade 50.

7. Furnish base plate from structural steel conforming to ASTM required test load.

provide adequate capacity if any of the tests do not meet the per 100 anchors installed). Perform corrective measure to

6. Test adhesive according to Subsection 556.03 (Test 3 anchors bond strength in tension, Nba, of 30 kips.

d. Submit selected anchor adhesive for approval with a basic

"4 3c. Minimum anchor embedment depth of 6 adhesive conforming to AASHTO M 235.

b. Embed fully threaded rods into concrete curb using anchor

a. Furnish nuts conforming to ASTM A563, Grade DH.

one hardened steel washer (ASTM F436) each.

to ASTM A193 B7 or ASTM A449 with one heavy hex nut and

" dia. anchor bolts, fully threaded rods, conforming 4 3 5. Furnish reinforcing steel in the curb before drilling.

Use nondestructive testing equipment to locate and avoid 4.

3. Galvanize all steel components conforming to AASHTO M 111.

pullout strength to the CO for approval.

locations and adhesive anchor test data to demonstrate panel lengths, splice locations, post placement, anchor bolt

Submit drawings showing Hollow Structural Section (HSS) 2.

materials.

Field verify dimensions before commencing work and ordering 1.

See "STRUCTURE TRANSITION RAILING" sheet for more information

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REVISIONSNO. DATE BYNO. DATE BY REVISIONS

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Notes:

CL

3"

CLL 34 8" Dia. holes in HSS and 3

" dia.

predrill holes 31

" deep in timber rail for 5 " x 8" lag screws

1'-2"1'-4"1'-4"1'-2" 2'-6"2'-6"

9" 8" Dia. holes

(Typ.)

8 2" x 11 " horiz. slotted holes (Typ.)

(adjacent to rail splice only)

CL

4" Dia. holes (Typ.)

5'-0"5'-0"

CL" ( Post to end 4 of timber rail, typ.)

CLC Post

" TUBES ELEVATION4

1HSS 4" x 4" x

Scale: 1" = 1'-0"

End of timber rail

6" x 10"

Timber rail timber rail (Typ.)

" Dia holes in 8

" = 1'-0"2 1Scale:

TYPICAL RAIL ELEVATION

HSS 4" x 4" x 14" tube

A

A

2'-4"

B

B

SECTION A-A

SECTION B-B SECTION C-C

C

C

"2

2" Dia. x 34" deep counterbore (Typ.)

2'-0"

3"

" bolts (typ.)8 3for

Drill & tap sleeve 6" 6" opening (typ.)

" Rail4 sleeve

Tube and CL

" dia. holes in tube.2 1Provide

" Dia hex bolt with hardened washer. 8 3 "8

3 "4

"8 51 "16

9 x "4 slot in rail

D

D

SECTION D-DRAIL SPLICE DETAIL

Post side of tube

Fabricate rail splice sleeve from 14" plate G

Typ.

galvanizing assure slip fit after

Grind all edges to slip fit after galvanizing (Typ.)

Size sleeve to provide

SLEEVE

Schedule D 5320-002P

5320-001P

Structure Number

As shown

(Typ.)

" x 8" lag screws 8

PLAN VIEW - POST

PLAN VIEW - POST

Top side

"8 5Base PL

"4 31"4

SleeveCL

CL

of post flange slots on traffic side

" Horiz. 4 1" x 14

3L and hex jam nut provide standard washer w/ hex nut tighten bolts to snug position and locations adjacent to rail splice hand and hex nut, (typ.); except at with standard washer, lock washer, " Dia. round head square neck bolt 4

CL Post

BRIDGE RAILING - 2

A C

T U

A L F I L E R

G U I S

R a il D

T S .D

G N

8. Provide timber rail conforming to Subsection 710.08.

7. Furnish post from structural steel conforming to ASTM A992.

A307.

Grade C, D, or DH. For all other fasteners conform to ASTM coupling nuts with a center stop conforming to ASTM A563,

6. Furnish hex bolts conforming to ASTM A325. Furnish hex sections of continuous lengths of HSS for a panel section.

minimum of three posts. Do not to exceed eight posts with

5. Provide sections of HSS rail lengths continuous over a

Grade B.

4. Furnish HSS from structural steel conforming to ASTM A500,

3. Galvanize all steel components conforming to AASHTO M 111.

pullout strength to the CO for approval.

locations and adhesive anchor test data to demonstrate panel lengths, splice locations, post placement, anchor bolt

Submit drawings showing Hollow Structural Section (HSS) 2.

materials.

Field verify dimensions before commencing work and ordering 1.

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

170922

136047 MS NP-GUIS 15(3)

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

OA OA

DRAWN BY

George ChoubahCP of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-1301

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GULF ISLANDS NATIONAL SEASHORE

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REVISIONSNO. DATE BYNO. DATE BY REVISIONS

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RAIL TRANSITION PLAN

RAIL TRANSITION ELEVATION

STRUCTURE TRANSITION RAILING

2'-6" 5'-0" 5'-0"2'-9"

2'-6"

2'-2"

1'-3"

Steel-backed timber splice

Transition rail plate

Steel Steel plate

(Typ.)

W6 x 20 Post

Pay limit for steel-backed timber structure transition railing

21'-2" timber bridge rail

Modified steel tube-backed tube-backed timber bridge rail

Pay limit for modified steel

Sleeve Sleeve cap

TRANSITION RAIL SPLICE DETAIL

Steel rail (See Detail E617-60A)

CL

A

A

CL

8" Dia. hole (Typ.)

4" Dia. hole

3""8 12'-33"9"9"3"

3'-9"1'-3"

5'-0"

"4

HSS 4" x 4" x " tube

B

B slip fit after galvanizing

Size sleeve to provide

Typ.

G

" plate4 1sleeve from

Fabricate rail splice galvanizing assure slip fit after

Grind all edges to

(Typ.)

"16

C Post

SECTION A-A SECTION B-B

SLEEVE

SLEEVE CAP DETAIL

4" PL

G

Rail

" (Typ.)4 3corners

" PL Cope 4

Rail

No scale

A C

T U

A L F I L E R

G U I S

S tr T r a n s R a il .D

G N

Schedule D 5320-002P

5320-001P

Structure Number guardrail, Type B

2'-6"

Bend location

Notes:

guardrail, Type B.

timber block. See Detail E617-60A, Steel-backed timber

" dia. holes in timber rail, steel post, and 4 3steel plate, and

" slot in 2 1" x 24

3neck bolts with plate washer and hex nut, a

" dia. round head square 8 5At each additional post provide 2 - 2.

materials.

Field verify dimensions before commencing work and ordering 1.

posts, see Note 2

Additional steel

CLC Post

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

170922

136047 MS NP-GUIS 15(3)

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

OA OA

DRAWN BY

George ChoubahCP of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-1301

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GULF ISLANDS NATIONAL SEASHORE