J.3_-_C1_Ref_Dwgs.pdf

SUPPLEMENTAL REFERENCE DOCUMENTS

Final Construction Documents for

Rehabilitation and Repair of Structural Components Mission Critical Ellis Island Bridge

Submitted by:

Mills and Schnoering Architects, LLC Princeton, New Jersey and

Michael Baker International, Inc.

Hamilton, NJ

Submitted on:

September 01, 2017

ORIGINAL SHOP DRAWINGS

NEW JERSEY DEPARTMENT OF TRANSPORTATION

CONSTRUCTION DETAILS FOR GUIDE RAIL

RAIL BOLT

GROUND LINE

RAIL ELEMENT

L

SPLICE

RAIL

L

45^

1ƒ" MAX.

1‚"

6'-3"6'-3"

4‚"

4‚"2•" ƒ"

1„" ž"

NEW JERSEY DEPARTMENT OF TRANSPORTATION

CONSTRUCTION DETAILS

•" MIN.

1‚"

8•"

R=…"

{ POST { POST

{ POST

{ POST

9•" ƒ" DIA.

1„" 8"

6"

4•" ƒ"

FULL LENGTH THREAD

1ƒ"

R=®"

OPT.

OPT.

A

NOTE:

ALL HOLES Ž" DIA.

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APPROVED RECYCLED/

SYNTHETIC MATERIALS

CD-609-1.1

CD-609-1

BEAM GUIDE RAIL

RAIL ELEMENT

NUT

WITH

WASHER

POST

1"

RAIL SPLICE RAIL SPLICE

LAP IN

DIRECTION

OF TRAFFIC

3'-4" FOR 6' POST

1" DIA. x ˆ" DEEP

RECESS BOTH SIDES

2"

2"

†"-11 THREAD PITCH

1Š"

1„"

1„"1„" 1„"

SPLICE BOLTS

RAIL BOLT

W-BEAM RAIL ELEMENT

8 - SPLICE BOLTS

RAIL ELEMENTS

ƒ

{ POST BOLT SLOT

¤" MIN.

3'-1•" 3'-1•"

DIMENSIONS SHOWN MAY VARY

FOR RECYCLED/SYNTHETIC

BLOCKOUTS.

HEAVY HEX NUT

8•"

2‚"

30^

6‚"

RAD.

3"

MIN.

END SECTION (ROUNDED)

7•"

BEAM GUIDE RAIL POST ASSEMBLY

Š" ž" x 1„"

SPLICE BOLT SLOT

STEEL WASHER

`1

55^ Œ"

3‚"

6„"2Š"

ˆ" (-0", +‰")

1ˆ"

R=…"

R=•" { žx 1„"

SPLICE BOLT SLOTS

R=•" š

{ ƒ" x 2•" POST BOLT SLOT

55^ 55^

SYMMETRICAL ABOUT {

12‚"

RAIL ELEMENT TO BE SUPPLIED IN LENGTHS OF 13'- 6•" OR 26'-0•"

OPT. HOLE FOR

RUB RAIL

NOTES:

B

RAIL SPLICE

SPLICE & RAIL NUT & BOLT

1.

2.

3.

4.

SEE NOTE 4

1‚" R

6' POST

W6x8.5 OR W6x9 STEEL POST

NOTE:

N.T.S.

58" DIA. BUTTON HEAD BOLT

SPLICE BOLT SLOT

RAIL BOLT SLOT

MIN. THREAD LENGTH

B-BAA-A B

TYPE

58" DIA. RECESS NUT

6"x8"x14" BLOCKOUT 62

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C D

-0 -O

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IN

A

L S

H E

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12'- 6" OR 25'-0" (CENTER TO CENTER OF SPLICES)

BLOCKOUT

BEAM GUIDE RAIL

(MASH TL-3)

ALL DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES.

FURNISH RAIL ELEMENTS SHOPCURVED, CONCAVE OR CONVEX, FOR RADII BETWEEN 20 AND 150 FEET.

WHERE TRANSITIONING TO EXISTING GUIDE RAIL, AN END TERMINAL, OR A CRASH CUSHION MOUNTED

AT A HEIGHT OTHER THAN 2'-7", THE VERTICAL TRANSITION TO BE ACCOMPLISHED IN A MINIMUM

LENGTH OF 12'-6" FOR EACH 2" OF VERTICAL CHANGE. SEE CD-609-8.

INSTALL AN END TERMINAL AS SHOWN ON THE PLANS. USE THE END SECTION (ROUNDED) ON THE END

OF THE RAIL ELEMENT WHERE DUAL FACED BEAM GUIDE RAIL ENDS AND SINGLE FACED BEAM GUIDE

RAIL BEGINS.

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CONSTRUCTION DETAILS

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CD-609-8

OBSTRUCTION

ANCHORAGE

TRAFFIC

TRAFFIC

6'-3" POST SPACING

OBSTRUCTION

CD-609-8.2

GROUND LINE

CASE 1

0" TO 18"

M

IN

21"

MIN.

21"

MIN.

GROUND LINE

ROCK LINE

CASE 2

8" MIN.

SHORTEN POST

AS REQUIRED

FULL LENGTH POST

OR8" MIN.

GREATER THAN 18"

COURSE AGGREGATE ASTM

C 33 SIZE #57 OR SIMILAR

GUIDE RAIL POST

INSTALLATION IN ROCK

3'-1•" POST

SPACING

SEE NOTE 1

ANCHORAGE

IF LESS THAN 2' BUT

GREATER OR

EQUAL TO 1'

IF LESS THAN 1'

NO CHANGE

1'

2'

1'

2'

3'

ADDITIONAL LENGTH BEAM

GUIDE RAIL POSTS

VERTICAL TRANSITION TO EXISTING 271 4" HIGH GUIDE RAIL

CD-609-8.3

CD-609-8.4

EXISTING GUIDE RAIL25' MINIMUM VERTICAL TRANSITION (SEE NOTE)

WHERE TRANSITIONING TO EXISTING GUIDE RAIL, AN END TERMINAL, OR A CRASH CUSHION MOUNTED AT A HEIGHT OTHER THAN 2'-7", THE VERTICAL TRANSITION SHALL BE ACCOMPLISHED IN A MINIMUM LENGTH OF 12'-6" FOR EACH 2" OF VERTICAL CHANGE.

SPACING

6'-3" POST

ROCK LINE

MINIMUM FOUR 6'-3"

SPACES BEFORE

A FLARE OR

FLARED TERMINAL

NOTES:

NOTE:

OBSTRUCTION

ANCHORAGE

TRAFFIC

CD-609-8.1

SEE NOTE 1

MINIMUM FOUR 6'-3"

SPACES BEFORE

A FLARE OR

FLARED TERMINAL

MINIMUM TWO 1'-6ƒ" SPACES

BEYOND OBSTRUCTION

1'-6ƒ" POST

SPACING

SLOPE

ADDITIONAL

POST LENGTH

DISTANCE FROM BACK

OF POST TO PVI

PVI

6:1 OR FLATTER

STEEPER THAN 6:1 TO 3:1

STEEPER THAN 3:1 TO 2:1

6:1 OR FLATTER

STEEPER THAN 6:1 TO 3:1

STEEPER THAN 3:1 TO 2:1

SLO

PE

SEE PLANS FOR

REQUIRED LENGTH

SEE PLANS FOR

REQUIRED LENGTH

SEE PLANS FOR

REQUIRED LENGTH

WHERE CLEARANCE FROM FACE OF RAIL TO

OBSTRUCTION IS 4' OR GREATER (SEE NOTE 2)

MINIMUM ONE 6'-3" SPACE BEFORE

A FLARE OR FLARED TERMINAL

MINIMUM FOUR 3'-1•" SPACES

IN ADVANCE OF OBSTRUCTION

MINIMUM FOUR 1'-6ƒ" SPACES IN

ADVANCE OF OBSTRUCTION

MINIMUM TWO 3'-1•" SPACES

BEYOND OBSTRUCTION

MINIMUM FOUR 3'-1•" SPACES

MINIMUM TWO

3'-1•" SPACES

4' OR GREATER

2.5' OR GREATER BUT LESS THAN 4'

WHERE CLEARANCE FROM FACE OF RAIL TO OBSTRUCTION

IS 2.5' OR GREATER BUT LESS THAN 4' (SEE NOTE 2)

1.5' OR GREATER BUT LESS THAN 2.5'

WHERE CLEARANCE FROM FACE OF RAIL TO OBSTRUCTION

IS 1.5' OR GREATER BUT LESS THAN 2.5' (SEE NOTE 2)

STANDARD GUIDE RAIL

3'-1•" 6'-3"6'-3" POST SPACING

1.

2.

3.

WHERE AN APPROACH END TREATMENT AT THE TRAILING END OF GUIDE

RAIL IS SHOWN ON THE PLANS, THE POST SPACING REQUIREMENTS SHALL

BE THE SAME AS THE APPROACH END.

IN A FILL SECTION WHERE THE DISTANCE FROM THE BACK OF THE POST TO

THE PVI IS LESS THAN 1' AND THE SLOPE IS STEEPER THAN 3:1, THE MINIMUM

CLEARANCE FROM THE FACE OF THE RAIL TO AN OBSTRUCTION IS

INCREASED BY 1' DUE TO INCREASED POST DEFLECTION.

ADDITIONAL POSTS AND BLOCKOUTS WILL BE PAID FOR UNDER PAY ITEM

"BEAM GUIDE RAIL POST".

BEAM GUIDE RAIL

TREATMENTS

CLEARANCE FROM FACE OF RAIL TO OBSTRUCTION

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CONSTRUCTION DETAILS

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CLEAR AREA FREE

OF FIXED OBJECTS

6'-3" POST SPACING 6'-3" POST SPACING

UNSUPPORTED SPAN

ƒ" DIA. HOLE

CRT POST FOR UNSUPPORTED SPAN

CULVERT, UTILITY, OR OTHER

BELOW GRADE OBSTRUCTION 6" x 8" x 6'-0"

WOOD POST

CD-609-8A

6" x 8" x 14"

WOOD BLOCK

3 CRT

POSTS

3 CRT

POSTS

GROUND LINE

GUTTER LINE

POST LAYOUT

EDGE OF PAVEMENT

GUTTER

LINE

3•" DIA. HOLES

CENTERED IN POST

2" MAXIMUM CURB HEIGHT (SEE NOTE 5)

NOTES:

18'-9" OR 25'-0"

CULVERT, UTILITY, OR OTHER

BELOW GRADE OBSTRUCTION

18'-9" OR 25'-0' UNSUPPORTED SPAN

12'-6" UNSUPPORTED SPAN

25' MIN. 25' MIN.

CD-609-8A.1 CD-609-8A.2

CD-609-8A.3

W-BEAM RAIL ELEMENT

GUIDE RAIL OFFSET 4' OR GREATER FROM GUTTERLINE

CURB

CURB

NOTES:

RAIL HEIGHT DETERMINATION WITH CURB

RAIL HEIGHT DETERMINATION

WITHOUT CURB

GROUND

LINE

4' OR GREATER

GROUND

LINE

69A

SEE NOTE 3 SEE NOTE 3 SEE NOTE 3

PVI

2'-0" MIN.

NOTE 6

(NOTES 1, 2, 3 & 4) (NOTES 1, 2, 3 & 4)

1.

2.

3.

4.

5.

6.

7.

†" DIA. BUTTON HEAD BOLT,

18" LONG, WITH WASHER

PLACED UNDER RECESS NUT

(NOTES 1, 2, 3, 4, & 5) (NOTES 1, 2, 3, 4, & 5)

{ OMITTED POST

STANDARD GUIDE RAIL

6'-3" POST SPACING 6'-3" POST SPACING

STANDARD GUIDE RAIL

NOTES:

STANDARD GUIDE RAIL STANDARD GUIDE RAIL

CLEAR AREA FREE

OF FIXED OBJECTS

18'-9" MIN. 18'-9" MIN.

2" MAXIMUM CURB HEIGHT

(SEE NOTE 7)

1.

2.

3.

4.

5.

6.

7.

GUIDE RAIL FLUSH WITH GUTTERLINE

(SEE NOTE 4)

WHERE GUIDERAIL ADJACENT TO CURB IS

FLUSH WITH THE GUTTERLINE (6" OFFSET

FOR SLOPING CURB) AND IS TAPERED TO

AN OFFSET OF 4' OR GREATER, A VERTICAL

TRANSITION IS REQUIRED. THE VERTICAL

TRANSITION SHALL BE ACCOMPLISHED IN A

MINIMUM LENGTH OF 12'-6" FOR EACH 2" OF

VERTICAL CHANGE.

SEE PLANS FOR GUIDE RAIL OFFSET.

2'-10" FOR MODIFIED THRIE BEAM GUIDE RAIL.

FOR SLOPING CURB, FACE OF RAIL IS

OFFSET 6" FROM GUTTER LINE.

1.

2.

3.

4.

A MINIMUM OF TEN 6'-3" POST SPACES OF TANGENT GUIDE RAIL ARE REQUIRED BETWEEN THE OUTER CRT POSTS OF

CONSECUTIVE 18-9" OR 25'-0" UNSUPPORTED SPANS.

THE OUTER CRT POSTS MUST BE A MINIMUM OF TEN 6'-3" POST SPACES FROM THE APPROACH END OF A TANGENT

TERMINAL, FOURTEEN 6'-3" POST SPACES FROM THE APPROACH END OF A FLARED TERMINAL, AND EIGHT 6'-3" POST

SPACES FROM THE BEGINNING OF A FLARE OR REDUCED POST SPACING.

THE OUTER CRT POSTS MUST BE A MINIMUM OF TEN 6'-3" POST SPACES FROM THE LAST POST OF AN END ANCHORAGE.

THE OUTER CRT POSTS MUST BE A MINIMUM OF SIX 6'-3" POST SPACES FROM A THRIE BEAM TO W-BEAM ASYMMETRICAL

TRANSITION SECTION.

WHERE THERE IS CURB, THE MAXIMUM CURB HEIGHT IS 2" FROM 25' IN ADVANCE OF THE FIRST CRT POST ON THE

APPROACH END TO 25' PAST THE LAST CRT POST ON THE TRAILING END.

THE REQUIRED CLEAR AREA FREE OF FIXED OBJECTS IS 7' FOR AN 18'-9" UNSUPPORTED SPAN AND 8' FOR A 25'-0"

UNSUPPORTED SPAN.

IF THERE IS A VERTICAL DROPOFF BEHIND THE UNSUPPORTED SPAN, THE FACE OF RAIL MUST BE A MINIMUM OF 3' FROM

THE DROPOFF.

A MINIMUM OF NINE 6'-3" POST SPACES OF TANGENT GUIDE RAIL ARE REQUIRED

BETWEEN TWO CONSECUTIVE SINGLE POST OMISSIONS.

THE OMITTED POST MUST BE A MINIMUM OF TEN 6'-3" POST SPACES FROM THE

APPROACH END OF A TANGENT TERMINAL, ELEVEN 6'-3" POST SPACES FROM THE

APPROACH END OF A FLARED TERMINAL, AND FIVE 6'-3" POST SPACES FROM THE

BEGINNING OF A FLARE OR REDUCED POST SPACING.

THE OMITTED POST MUST BE A MINIMUM OF TEN 6'-3" POST SPACES FROM

THE LAST POST OF AN END ANCHORAGE.

THE OMITTED POST MUST BE A MINIMUM OF SIX 6'-3" POST SPACES FROM A THRIE

BEAM TO W-BEAM ASYMMETRICAL TRANSITION SECTION.

THE OMITTED POST MUST BE A MINIMUM OF SEVEN 6'-3" POST SPACES FROM AN

OUTER CRT POST OF AN 18'-9" OR 25'-0" UNSUPPORTED SPAN.

THE REQUIRED CLEAR AREA FREE OF FIXED OBJECTS IS 5' BEHIND A 12'-6"

UNSUPPORTED SPAN.

WHERE THERE IS CURB, THE MAXIMUM CURB HEIGHT IS 2" FOR A MINIMUM

LENGTH OF 18'-9" IN ADVANCE OF AND ON THE TRAILING END OF THE

OMITTED POST.

PAID FOR UNDER "BEAM GUIDE RAIL" ITEM

12-'6" UNSUPPORTED SPAN

(PAID FOR UNDER "BEAM GUIDE RAIL" ITEM)

SECURE BLOCKOUT FROM

ROTATION WITH

10d GALVANIZED NAIL

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BEAM GUIDE RAIL

TREATMENTS

(MASH TL-3)

RAIL HEIGHT DETERMINATION