NJDOT Sketches.pdf

INSTALLATION INSTRUCTIONS

ANCHOR ASSEMBLY:

Hinge Plol•

� !!AW PreclH positioning cl the onchon la crlllcol lo proper ft.&nm anembly of lhe syalem. II Is recommended lhol octual posts be (t-J/•") u .. d lo locale the ca"ect poallon of the o"chor1.

1. Determine proper Break-S011 Brockel Number from the Brocket Selecllon pTobie. All pools within o sign 1lruclure shell u11 lhe some Brockel Humber. determined br the ltnglh of lht lllA9lll post.

2. Fobrlcole a llot, rigid lemplato wllh four (4) 25mm (1") dlomoler holes locolod lo molch the apecllltd anchor pollom af th• Break-Soft Brockel• oltoched lo th• slgnpoat. Soe dlogrom below.

l. Attach lour (4) Tronapo Type B Fomofe Anchora to the t1mplol1 using lour (4) 25mm (I") dlomeler bolls. Enautt that each Anchor Wosher 11 snug ogolnat lhe bottom of th, t,mplot,.

4. Lower Anchor Auembly Into fruh concrete loundotron, end vibrato Into poalllon such thot th tops of the Anchor wa,11,,. ore flush with the llnlahod lop surloco of the loundotlon. Supporf lhe template such that all Anchors ore level encl In their prope, locatlona.

5. Allow caner••• to cur•• and fh•n ramove the bolt■ and t•mplate from lh• top of lhe loundallon.

HINGE ASSEMBLY:

1. Bult upper ond lower peat 11ctlon1 logelhor on a flat 1urfoc,.

JS.Imm (1-1/2")

2.Drlll eight (II) 20.6mm (13/16") holes In 11\t llongn of tho pail Hctlono •• aho•n.

l. Place Hing• Ploleo on ouler ourfoc• of th• post llongot ond aecuro with bolts, lock wo1htt1, and nuts. Ensure that upper and lower post Hcllon1 ore In ollgnmenl, end then lighten all nula 1 /2 turn beyond anu;.

BRACKET ASSEMBLY:

1.Drlll sldo•n (16) 17.5mm (11/16") diameter holtt ln the llan;t1 ol the lower peal section 01 1hown.

2. Picco Brackets squorolJ on outer surface cl th• po1t llongH, and ttcur• with boll1, lock w11a11,ra, nul1, ond cop ,crew1. Then, tlghlon all 1 /2 tum beyond snug.

COUPLING ASSEMBLY:

1, Thread lour (.i) Brook-Solo Coupllngo Into Anchors. Do not llghlen.

2. Suapend po1t onembly ovor loundollon, lnset1 Spoclol 80111 lhnougl> 1>010, In tho Broc�et,, end thread lhtm snug Into the Coupllnga.

l.11 poal la not plumb, lnHrf Shims (Ug and/or 18;)

belw•en 1he Coupllng1 and Anchors, whore nttdod.

A. U11 low,c wc«nch Hats to tighten Couplln9• Into Ancho,..

01 tight 111 poull,1• utln; o co,wenslonal wronch. Do not us• o pipe •r•nch. Coupltngs must be ••oted aquoroly.

5. Tighten Speclol Bolls wh)I• holdlng Cgug)lngs by !bt YPPtr wr■nch Hots wflh on addtnonal wrtnch to prev,nt an lndueed lorque stress across th• necked portion of the Couplln;. All Spoclol Bolla aholl also be llghlonod 01 tight era poulbl• u1lng conv•n1lonol wrencht1.

SIGN PANEL ASSEMBLY:

1. Aller all ,lgnpo,ta ore aecured In place, attach sign panel onembly lo pools In occordonc• •Ith the algn monulocluret'a r•commendollons. IiPl.AN VIEW or TYPICAL rou"DATIOH (�:.�i:'

Direction of Trolllc

Post (Broekols not ahown)

® Shims .4 ,. 102mm

(4")

10.8mm (IJ/lf")

0/o.

11,$mm (11/11")

Diet, Tr,lcal

Upper Post S.cflon

::1 �l

�---s------i

Break-Safe Model 8650

B (Brock•! Ho.

8 (Bnocktl Ho.

8 (Dnock•I Ho.

1) =

2) =

l) =

Depth al Poat + 202mm (7-15/16") Otplh of Post + 205mm (8-1 /16") Oopll> ol Po1t + 207mm (8- I /8")

Breakaway Support System for Sign Posts

Scale: Nol To Scale Data: 0ctob•r 2004

Potent Ho,. 4,$28,786 and �.s,&.84$ Drawing No. BS-8650- I, -2, -J Sheet: 2 of 2

T0121 Revised Attachment 5 NJDOT Sketches 6.13.2025 tyqslac Typewritten Text tyqslac Typewritten Text tyqslac Typewritten Text tyqslac Typewritten Text tyqslac Typewritten Text tyqslac Typewritten Text tyqslac Typewritten Text tyqslac Typewritten Text tyqslac Typewritten Text tyqslac Typewritten Text tyqslac Typewritten Text tyqslac Typewritten Text tyqslac Typewritten Text tyqslac Typewritten Text

POST DRILLING FOR TYPE B525 AND B650

UPRIGHT POSTS (SKETCH A)

Note: Precise positioning of the anchors is critical to proper assembly of the system. It is recommended that actual posts be used to locate the correct postion of the anchors.

1. Fabricate a flat, rigid template with four (4) 16mm (5/8") diameter holes located to match the specified anchor pattern of the Break-Safe Brackets attached to the signpost. See diagram below.

2. Attach four (4) Transpo Type A Female Anchors to the template using four (4) 16mm (5/8") diameter bolts. Ensure that each Anchor Washer is snug against the bottom of the template.

3. Lower Anchor Assembly into fresh concrete foundation, and vibrate into position such that the tops of the Anchor Washers are flush with the finished top surface of the foundation. Support the template such that all Anchors are level and in their proper locations.

4. Allow concrete to cure, and then remove the bolts and template from the top of the foundation.

BRACKET ASSEMBLY:

1. Drill eight (8) 14.3mm (9/16") diameter holes in the bottom end of the post section as shown.

2. Place Brackets squarely on outer surface of the post, and secure with bolts, lock washers, and nuts. Then, tighten all 1/2 turn beyond snug.

COUPLING ASSEMBLY:

1. Thread four (4) Break-Safe Couplings into Anchors. Do not tighten.

2. Suspend post assembly over foundation, insert Special Bolts through holes in the Brackets, and thread them snug into the Couplings.

3. If post is not plumb, insert Shims (14g and/or 18g) between the Couplings and Anchors, where needed.

4. Use lower wrench flats to tighten Couplings into Anchors as tight as possible using a convensional wrench. Do not use a pipe wrench. Couplings must be seated squarely.

5. Tighten Special Bolts while holding Couplings by the upper wrench flats with an additional wrench to prevent an induced torque stress across the necked portion of the Coupling. All Special Bolts shall also be tightened as tight as possible using convensional wrenches.

SIGN PANEL ASSEMBLY:

1. After all signposts are secured in place, attach sign panel assembly to posts in accordance with the sign manufacturer's recommendations.

PLAN VIEW OF TYPICAL FOUNDATION

Direction of Traffic

Special Bolt

54mm� (2-1/8

21_

108mm (4-1/4")

Depth of Post + 94mm (3-11/16")

14.3mm

(9/16")

Bracket

17.5mm (11/16")

17.5mm (11/16")

Anchor

102mm (4")

JRANSPO

��wJ�::te�l�, ee

�y 10801 INDUSTRlE.S, Inc. 914-636-1000

The Sm.art Solutions Company www.transpo.com

Break-Safe Model AS4

Breakaway Support System for Sign Posts

Scale: Not To Scale

Patent Nos. 4,528,786 and 5,596,845 Drawing No. BS-AS4

Date: January 2015

Sheet: 2 of 2

Attachment #5 - NJDOT Sketches- Bid Solicitation # 25DPP01157 - T0121 Breakaway U-Post Sign Supports - Statewide

PARTS LIST

ITEM DESCRIPTION SIZE/SPECIFICATIONS

QTY/

POST PART NUMBER

Is

2a 2b 2c

3a 3b 3c 3d

4a

Sa Sb Sc

6a

Model AS4H 6061-T6 Aluminum

Bracket, Type AS4 6061-T6 Aluminum

Bracket Hardware Assembly, Type AS4, includes:

Bolt 12.7mm(1/2")-13UNCx184mm(7-1/4"), Hex Head, ASTM A325, Galv. ASTM A153 LockWasher 12.7mm{1/2"), ANSI 818-21-1, Galv. ASTM A153 Nut 12.7mm(1/2")-13UNC, Heavy Hex, ASTM A563 Gr. DH, Galv. ASTM A153

Coupling & Special

Special Bolt Coupling Shim Shim

Bolt Assembly, Type A, includes:

15.9mm{5/8")-11 UNC, ASTM A449, Galv. ASTM A 153 15.9mm{5/8")-11 UNC, LP, AMS 6378D, Galv. ASTM A153, Polyester Coat 15.9mm{5/8") Horseshoe, 14 Gauge, Galv. Steel Sheet 15.9mm{5/8") Horseshoe, 18 Gauge, Galv. Steel Sheet

Hinge Assembly, Type A, includes:

Hinge Plate Type A, AISI 4130 Steel, Galv. ASTM A 123

Hinge Hardware Assembly, Type A, includes:

Bolt 12.7mm(1/2")-13UNCx133mm(5-1/4"), Hex Head, ASTM A325, Galv. ASTM A153 LockWasher 12.7mm(1/2"), ANSI 818-21-1, Galv. ASTM A153 Nut 12.7mm(1/2")-13UNC, Heavy Hex, ASTM A563 Gr. DH, Galv. ASTM A153

Anchor Assembly, Type A, includes:

Anchor 15.9mm{5/8")-11 UNC, 304 S.S. Ferrule, AISI 1038 Rod, AISI 1008 Coil

*Complete assembly includes line Items 1-5. Item 6, Anchors sold separately.

SBMAS4H*

SB-CALP

SB-HB3

SB-HHA

SBAAPK

Bottom of

Sign _G_E_N_E_R _A _L_N_O_T E_S_: _____________ _

1. Break-Safe meets all requirements of "AASHTO Standard

Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals."

2. Break-Safe Model AS4H is designed to fit 4" (102mm) square tube, steel or aluminum signposts.

3. Hinge Items 4 & 5 above are not used for single post sign applications. Use Model AS4 for single post signs.

4. All hardware items are American Standard sizes, gavanized in accordance with ASTM A 153.

5. Fasteners, except for special bolt and coupling, are installed with lockwashers, and do not have specific torque requirements.

Fasteners should be secured as tight as possible with conventional wrenches, unless noted otherwise.

6. Square-up and level individual components, particularly Anchors to minimize the need for shimming between the Couplings and Anchors.

7. No more than two shims shall be placed under any one coupling.

No more than three shims underneath any pair of couplings.

8. Refer to other side of page for complete installation instructions.

JRAN SPO

��wJ�::�eJf;, ee ir 10801 INCHJSTFllE.S, Inc. 914-636-1000

The Smart Solutions Company www.transpo.com

Break-Safe Model AS4H

Breakaway Support System for Sign Posts

Scale: Not To Scale Date: January 2015

Patent Nos. 4,528,786 and 5,596,845 Drawing No. BS-AS4H Sheet: 1 of 2

Attachment #5 - NJDOT Sketches- Bid Solicitation # 25DPP01157 - T0121 Breakaway U-Post Sign Supports - Statewide

Note: Precise positioning of the anchors is critical to proper assembly of the system. It is recommended that actual posts be used to locate the correct postion of the anchors.

1. Fabricate a flat, rigid template with four (4) 25mm (1 ") diameter holes located to match the specified anchor pattern of the Break-Safe Brackets attached to the signpost. See diagram below.

Hinge Plate

2. Attach four (4) Transpo Type B Female Anchors to the template using four (4) 25mm (1 ") diameter bolts. Ensure that each Anchor Washer is snug against the bottom of the template.

3. Lower Anchor Assembly into fresh concrete foundation, and vibrate into position such that the tops of the Anchor Washers are flush with the finished top surface of the foundation. Support the template such that all Anchors are level and in their proper locations.

4. Allow concrete to cure, and then remove the bolts and template from the top of the foundation.

HINGE ASSEMBLY: (for Multiple Post Sign Applications)

1. Butt upper and lower post sections together on a flat surface.

38.1mm (1-1/2")

2. Drill eight (8) 20.6mm (13/16") holes in the flanges of the post sections as shown.

3. Place Hinge Plates on outer surface of the post flanges and secure with bolts, lock washers, and nuts. Ensure that upper and lower post sections are in alignment, and then tighten all nuts 1 /2 turn beyond snug.

BRACKET ASSEMBLY:

1. Drill sixteen (16) 14.3mm (9/16") diameter holes in the flanges of the lower post section as shown.

2. Place Brackets squarely on outer surface of the post flanges, and secure with bolts, lock washers, nuts, and cap screws. Then, tighten all 1 /2 turn beyond snug.

COUPLING ASSEMBLY:

1. Thread four (4) Break-Safe Couplings into Anchors. Do not tighten.

2. Suspend post assembly over foundation, insert Special Bolts through holes in the Brackets, and thread them snug into the Couplings.

3. If post is not plumb, insert Shims (14g and/or 18g) between the Couplings and Anchors, where needed.

4. Use lower wrench flats to tighten Couplings into Anchors as tight as possible using a convensional wrench. Do not use a pipe wrench. Couplings must be seated squarely.

�I Special Bolt � 7

0 0 � 5. Tighten Special Bolts while holding Coui;,lings by the ui;,i;,er wrench flats with an additional wrench to prevent an induced torque stress across the necked portion of the Coupling. All Special Bolts shall also be tightened as tight as possible using convensional wrenches.

SIGN PANEL ASSEMBLY:

20.6mm (13/16")

Dia.

14.3mm

(9/16") Dia, Typical

19.1mm (3/4")

Upper Post Section

Bottom of Sign

82.5mm

(3-1/4")

Lower Post Section

1. After all signposts are secured in place, attach sign panel assembly to posts in accordance with the sign manufacturer's recommendations. 28.6mm (1-1/8")

PLAN VIEW OF TYPICAL FOUNDATION

Direction of Traffic

Post (Brackets not shown) i-f-----B---�

B = Depth of Post + 203mm (8")

63.Sm�

(2-112 21_

A = 76mm

(3")

® Shims

Anchor

JRANSPO

��wJ�::�e�l:

ee

�y 10801 INDUSTAIG.S, Inc, 914-636-1000

The Sm.art Solutions Company www.transpo.com

Break-Safe Model B525

Breakaway Support System for Sign Posts

Scale: Not To Scale Date: January 2015

Patent Nos. 4,528,786 and 5,596,845 Drawing No. BS-B525 Sheet: 2 of 2

Attachment #5 - NJDOT Sketches- Bid Solicitation # 25DPP01157 - T0121 Breakaway U-Post Sign Supports - Statewide

PARTS LIST

ITEM

2a 2b 2c 2d 2e 2f

3a 3b 3c 3d

4a

Is Sa Sb Sc

Is 6a

DESCRIPTION SIZE/SPECIFICATIONS

Model 8525 Includes Items 1-5 below.

Bracket, Type 8525 6061-16 Aluminum

Bracket Hardware Bolt Bolt Bolt Cap Screw LockWasher Nut

Assembly, Type 8525, includes:

12.7mm(1/2")-13UNCx63.5mm(2-1/2"), Hex Head, ASTM A325, Galv. ASTM A153 12.7mm(1/2")-13UNCx69.8mm(2-3/4"), Hex Head, ASTM A325, Galv. ASTM A153 12.7mm(1/2")-13UNCx76.2mm(3"), Hex Head, ASTM A325, Galv. ASTM A153 12.7mm(1/2")-13UNCx31.7mm(1-1/4"), Hex Head, ASTM A307, Galv. ASTM A153 12.7mm(1/2"), ANSI 818-21-1, Galv. ASTM A153 12.7mm(1/2")-13UNC, Heavy Hex, ASTM A563 Gr. DH, Galv. ASTM A153

Coupling & Special Bolt Assembly, Type B, includes:

Special Bolt Coupling Shim Shim

25.4mm(1 ")-8UNC, ASTM A449, Galv. ASTM A 153 25.4mm(1")-8UNC, LP, AMS 6378D, Galv. ASTM A153, Polyester Coat 25.4mm(1 ") Horseshoe, 14 Gauge, Galv. Steel Sheet 25.4mm(1 ") Horseshoe, 18 Gauge, Galv. Steel Sheet

Hinge Assembly, Type 8525, includes:

Hinge Plate Type 8525, AISI 4130 Steel, Galv. ASTM A 123

Hinge Hardware Assembly, Type B, includes:

Bolt 19.0mm(3/4")-10UNCx57.1mm(2-1/4"), Hex Head, ASTM A325, Galv. ASTM A153 LockWasher 19.0mm(3/4"), ANSI 818-21-1, Galv. ASTM A153 Nut 19.0mm(3/4")-10UNC, Heavy Hex, ASTM A563 Gr. DH, Galv. ASTM A153

Anchor Assembly, Type B, includes:

Anchor 25.4mm(1 ")-8UNC, 304 S.S. Ferrule, AISI 1038 Rod, AISI 1008 Coil

QTY/

POST PART NUMBER

1 SBM525*

SB-CBLP

SB-HB1

SB-HHB

SBABPK

*Complete assembly includes line Items 1-5. Item 6, Anchors sold separately.

Bottom of Sign

GENERAL NOTES:

1. Break-Safe meets all requirements of "AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals."

2. Break-Safe Model 8525 is designed to fit W6 (W150mm) and W8 (W200mm) Wide Flange I-Beam, and 5" (127mm) and 6" (150mm) Square Tube signposts.

3. Hinge Items 4 & 5 above are not used for single post sign applications.

4. All hardware items are American Standard sizes, gavanized in accordance with ASTM A 153.

5. Fasteners, except for special bolt and coupling, are installed with lockwashers, and do not have specific torque requirements.

Fasteners should be secured as tight as possible with conventional wrenches, unless noted otherwise.

6. Square-up and level individual components, particularly Anchors to minimize the need for shimming between the Couplings and Anchors.

7. No more than two shims shall be placed under any one coupling.

No more than three shims underneath any pair of couplings.

8. Refer to other side of page for complete installation instructions.

JRANSPO

��wJ�::�e�l:, ee iy 10801 INDUSTRIE.S, lr,c:, 914-636-1000

The Smart Solutions Company www.transpo.com

Break-Safe Model 8525 Breakaway Support System for Sign Posts for 5" & 6" Square Tube Posts

Scale: Not To Scale Date: January 2015

Patent Nos. 4,528,786 and 5,596,845 Drawing No. BS-B525S Sheet: 1 of 2

Attachment #5 - NJDOT Sketches- Bid Solicitation # 25DPP01157 - T0121 Breakaway U-Post Sign Supports - Statewide file=

4 LB/FT

SIGN POST

EXTENSION

BOLT.NUT, AND LOCK

WASHER (THROUGH 3RD

OR 4TH HOLES FROM

EACH END OF SPLICE

CHANNEL)

2.5 LB/FT SIGN

POST EXTENSION

.z >< w CJ) <( w f ::e;;:; ...J f- 0 " wm st CD

SIGN POST EXTENSION

SPLICE DETAILS

LOCKWASHER

¾" DIAMETER

ALUMINUM PIPE

FRONT MOUNT BRACKET

SIGN PANEL

FIBER WASHER

0 ...J LL

u U:

4 LB/FT

SIGN POST

[ 4" TOLERANCE -½"

8" DIA. SLEEVE

CONCRETE

I I L.1

CONCRETE

INSTALLATION

oaou, 4 --1-

--1 l-- 5"

ROCK

INSTALLATION

SIGN

2 POST

60% • I fo:-1

PANEL

P

S

T

SIGN PANEL

LL

a: f-

16.7% -1::i. I. 33.3% • I. 33.3% . I. r:1- 16.7%

SIDE MOUNT BRACKET

4" 1· •w-

¼

1¼"-{�-

¾" DIA. HO�

j"' ';,,.

¼

DETAIL OF BRACKET

FOR SIDE MOUNTED SIGNS

PANEL SIZE

(W X H)

18" X 18" 18" X 24" 24" X 24" 24" X 30" 24" X 36" 30" X 24" 3011 X 3011

36" X 12" 36" X 36" X 36"

30" X 36"

STEEL U-POST SPACING

# OF POST SIZE PANEL SIZE # OF

POSTS (LIYFT) (W x H) POSTS

1 2.5 36" X 36" 2 1 2.5 36" X 48" 2 1 2.5 45" X 36" 2 1 2.5 48" X 24" 2 1 2.5 48" X 36" 2 1 2.5 48" X 48" 2 1 2.5 48" X 64" X 64" 2 2 2.5 60" X 36" 2 2 2.5 48" X 60" 2 1 4.0 60" X 30" 2

U-POST SELECTION TABLE

BREAKAWAY SIGN SUPPORT

POST SIZE

(LMT)

2.5 2.5 2.5 2.5 2.5 4.0 2.5 4.0 4.0 4.0

I I I I

24" X 24"

SHIELD

I I I I

30" X 30"

OR

SMALLER

I I I I I I I I u u

36" X 36"

SHIELD

I I I I I I I I u u

36" X 36"

OR

LARGER

�,, 2" i r -

EAKAWAY BREAKAWAY

EEL LI-POST ti STEEL U-POST

I I I I

30" X 30"

OR

SMALLER

I I I I I I I I u u

36" X 36"

OR

LARGER

' H VAR. H VAR.

VAR.p t t lOH:1V t

�HVAR.

t ,::-1-:-0.---:1�-� .TT

EDGE OF PAVEMENT+)

STEEL U-POST GRADING DETAIL

GENERAL NOTES:

1. ALL POSTS TO BE OF ADEQUATE LENGTH TO MEET THE REQUIREMENTS FOR ERECTION

AS ST A TED IN THE CURRENT "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR

STREETS AND HIGHW A VS" AND AS INDICATED BELOW.

2. ALL SMALL SIGN SUPPORTS TO BE OF THE BREAKAWAY TYPE WITH EXCEPTION OF

THOSE INST AL LED BEHIND GUIDE RAIL OR OTHER ROADSIDE BARRIER.

3. ALL STEEL POSTS AND BRACKETS TO BE CUT, BENT, AND HOLES PUNCHED AND DRILLED

BEFORE GALVANIZING. GALVINIZING TO BE ACCORDING TO ASTM A123.

4. ALL STEEL LI-POST SIGN SUPPORTS MUST BE INSTALLED FACING THE PREDOMINANT

TRAFFIC FLOW. USE A MOUNTING BRACKET ON SIDE MOUNTED SIGNS SUCH

AS "ONE WAY" SIGNS INSTALLED IN MEDIANS.

5. SIGN PANEL SIZES ARE TO DETERMINE POST TYPE AND NUMBER AS SHOWN ON THIS DETAIL.

6. BOLTS ARE NOT TO PROTRUDE MORE THAN ¾" BEYOND THE NUT WHEN TIGHT, BUT ARE TO

ENGAGE ALL THREADS IN THE NUT.

7. WHEN SIGNS ARE INSTALLED ON SLOPES 10H:1V OR FLATTER, THE MINIMUM VERTICAL

CLEARANCE REQUIREMENTS FOR SIGNS ARE:

FOR SINGLE POST INSTALLATIONS - THE MINIMUM DISTANCE BETWEEN THE EDGE OF THE

PAVEMENT AND THE BOTTOM OF ANY PANEL MUST BE 7 FEET, AND THE MINIMUM DISTANCE

FROM EDGE OF PAVEMENT TO THE TOP OF ANY SIGN PANEL MUST BE 9 FEET.

FOR MULTI-POST INSTALLATIONS - THE MINIMUM DISTANCE BETWEEN THE EDGE OF PAVEMENT

AND THE BOTTOM OF A MAIN SIGN PANEL MUST BE 7 FEET.

SECONDARY SIGN PANELS (LAND SERVICE HIGHWAYS) - THE MINIMUM DISTANCE BETWEEN

THE EDGE OF PAVEMENT AND THE BOTTOM OF A SECONDARY SIGN PANEL IS 6 FEET.

SECONDARY SIGN PANELS (INTERSTATE AND FREEWAYS) - THE BOTTOM OF THE MAIN SIGN

TO BE A MINIMUM OF 8 FEET AND THE SECONDARY SIGN PANEL A MINIMUM OF 5 FEET

ABOVE THE EDGE OF PAVEMENT.

WHERE GRADING OF 10H:1V OR FLATTER CANNOT BE OBTAINED, OR WHERE CURB OR BERM

IS GREATER THAN 4 INCHES, THE MINIMUM VERTICAL CLEARANCE WILL BE MEASURED FROM

THE GROUND LINE TO THE BOTTOM OF THE SIGN.

8. THE HORIZONTAL OFFSET FROM EDGE OF PAVEMENT TO EDGE OF SIGN IS DERIVED FROM

SECTION 2A.19 OF THE MUTCD AS FOLLOWS:

FOR URBAN INSTALLATIONS - IN AREAS WHERE LATERAL OFFSETS ARE LIMITED, A MINIMUM

LATERAL OFFSET OF 2 FEET IS DESIRABLE. A MINIMUM OFFSET OF 1 FOOT FROM THE FACE

OF THE CURB MAY BE USED IN AREAS WHERE THE SIDEWALK WIDTH IS LIMITED OR WHERE

EXISTING POLES ARE CLOSE TO THE CURB.

FOR RURAL INSTALLATIONS - 6 FEET MINIMUM DESIRABLE FROM EDGE OF SHOULDER, BUT 12

FEET MINIMUM DESIRABLE FROM EDGE OF TRAFFIC OR AUXILIARY LANE.

FOR INTERSTATE AND FREEWAY INSTALLATIONS - 6 FEET MINIMUM DESIRABLE FROM EDGE OF

SHOULDER, BUT NOT LESS THAN 12 FEET FROM THE EDGE OF TRAFFIC OR AUXILIARY LANE.

FOR RAMP INSTALLATIONS - 6 FEET MINIMUM FROM EDGE OF ROAD.

WHERE BEHIND GUIDE RAIL - 4 FEET MINIMUM FROM BACK OF BEAM GUIDE RAIL ELEMENT TO

SIGN POST .

9. DO NOT INST ALL PERMANENT SIGN SUPPORTS ON SLOPES GREATER THAN 10H:1V, EXCEPT

WHERE GRADING OF 10H:1V CANNOT BE OBTAINED OR THE SIGN SUPPORTS WILL BE

BEHIND A TRAFFIC BARRIER. THE SLOPE IS TO EXTEND A MINIMUM OF 3 FEET BEYOND

THE OUTSIDE EDGE OF SIGN (SEE GRADING DETAIL FOR SLOPE TREATMENT).

10. EXTRUDED ALUMINUM SIGN PANELS ARE NOT PERMITTED FOR USE WITH STEEL U-POST

SIGN SUPPORTS.

11. DO NOT PLACE STEEL U-POST SIGN SUPPORTS IN FRONT OF GUIDE RAIL AND THE POSTS

MUST NOT STRADDLE GUIDE RAIL.

12. TO EXTEND THE HEIGHT OF A SIGN POST, A MAXIMUM OF ONE SPLICE MAY BE MADE AND

MUST BE A MINIMUM OF 9 FEET FROM THE GROUNDLINE TO CENTER LINE OF SPLICE.

CD-612-4.1

STEEL U-POST SIGN

SUPPORTS

N.T.S. CD-612-4

NEW JERSEY DEPARTMENT OF TRANSPORTATION

CONSTRUCTION DETAILS

Revised Attachment #5 - NJDOT Sketches- Bid Solicitation # 25DPP01157 - T0121 Breakaway U-Post Sign Supports - Statewide

S

S

NEW JERSEY DEPARTMENT OF TRANSPORTATION

CD-612-7.1

(BEND REINFORCEMENT STEEL TO FIT)

USE CLASS B CONCRETE IN ALL FOOTINGS, AS SPECIFIED IN

SECTION 903 OF THE STANDARD SPECIFICATIONS.

BRACKET

(SEE DETAIL)

M

M

I N ƒ"

1-8 UNC

1-8 UNC

1‡"

1ƒ"

1‡" ƒ"

.585"

2" 2"

1‡"

TYP.

U P

P E

R P

O S

T

TOP OF SIGNTOP OF

POST

4ƒ"

1 •"

B

`.004

1 „"

1 „"

HINGE

BRACKET

SHIM

SHIM

ANCHOR

ANCHOR SPACING

A

A

B

B

B

#13 REINFORCEMENT

STEEL (TYPICAL)

1Z REINFORCEMENT

STEEL EQUALLY

SPACED

TRAFFIC

(MODEL B525) = 3"

(MODEL B650) = 4"

(BRACKET No. 1) = DEPTH OF POST + 7•"

(BRACKET No. 2) = DEPTH OF POST + 8ˆ"

(BRACKET No. 3) = DEPTH OF POST + 8„"

Œ" D (B-525)

•" D (B-650)

A

4" MAXIMUM PROJECTION

60" CH

O

RD

LIN

E

PROVIDE TRIM MOLDING ON

THE VERTICAL SIDES OF

EXTRUDED SIGN PANELS.

A C

T U

A L

S I G

N A

R E

A

REFERENCE LINE ELEVATION

ESTABLISHED AT EDGE OF

PAVEMENT (SEE NOTE 3)

GROUND LINE

(SEE BREAKAWAY

GRADING DETAIL)

T

Y P

I C

A L

T O

P

A N

D B

O T

T O

M

T

Y P

I C

A L

T O

P

A N

D B

O T

T O

M

{ POST AND

4" MAXIMUM PROJECTION

MEASURED FROM 60 INCH CHORD

3'-0"

MIN.

EDGE OF

PAVEMENT

Ž"D.

3‚" to 4"

P

V A

R

V A

R

H

:1 V

SIGN

100'-0" 100'-0" 100'-0" MIN.

EDGE OF PAVEMENT

V A

R

V A

R

CD-612-7

{ OF SIGN PANEL

SEE CD 612-9

PLACE SIGN CLIPS

ON BOTH SIDES

OF POSTS IN

GROOVES AS

SHOWN (CD 612-9)

BREAKAWAY SIGN SUPPORTS

FOR GROUND MOUNTED SIGNS

M A

IN

S

IG

N

E X

IT

S

IG

N

N.T.S.

GENERAL NOTES:

REINFORCEMENT STEEL IS IN METRIC UNITS

7.

S E

E N

O T

E

(SEE NOTE 9)

(SEE NOTE 9)

FOOTING BEVEL DETAIL (SEE NOTE 7)

8.

9.

AA

SECTION A-A

CONSTRUCTION DETAILS

3 1/4" MIN.,

12" MAX.

1.

2.

3. TOPS OF FOOTINGS ABOVE REFERENCE LINE ARE INDICATED

BY PLUS (+) VALUE AND BELOW BY MINUS (-) VALUE.

4.

5.

6.

1 1 1

GROUND LINE

4" MAXIMUM

PROJECTION

6 MIN.

DIAMETER

1L

Y

EQ. SPACED

R

E I N

F O

R C

E M

E N

T

T

E E

L

K

C

B

Y

X 1

F1 D

E

H

Z

L 1

A1

1 1 1

2A

G 1

8'-0"

RECOMMENDED

7'-0"

MIN.

POST #1

HINGE PLATE

(TYP.)

POST #2

6 MIN.

6 MIN.

POST #3

GROUND LINE

(SEE BREAKAWAY

GRADING DETAIL)

VAR.

C E

N T

R O

I D

C

G

O

F

SIGN

PANEL2

1 2 POST SYSTEM

3 POST SYSTEM

L O

W E

R

P O

S T

BREAKAWAY

COUPLING

STAINLESS STEEL WASHER

2•" O.D., 1ˆ" I.D., „" THICK

FLUSH WITH TOP OF

CONCRETE FOUNDATION

POST BRACKETS

(NOT SHOWN)

3" COVER

1 "

AL

H

:1 V

60" CHORD

FOOTING

7'- 3 1/4" MIN.

(TYP.)

1/3 A

3/5 A

1/3 A

1/5 A

1/6 A1/6 A

1/5 A

(L -A-2 1/2") (L -A-2 1/2")

A+2 1/2"

BACK SLOPE MAY BE 2H: 1V MAXIMUM WHEN SIGN IS

BEHIND GUIDE RAIL OR BEYOND CLEAR ZONE.

COUPLING

BOLT

L O

W E

R P

O S

T

C D

E

U

P P

E R

P O

S T

M

SEE NOTES 1 AND 2

REINF.

STEEL

BREAKAWAY GRADING DETAIL (SEE NOTE 7)

(PLAN VIEW)

BREAKAWAY COUPLING AND

HINGE PLATE ASSEMBLY (TYPICAL)

SIGN UNDERCLEARANCE AT FAR END OF SIGN IS 1 FOOT

MINIMUM WHEN SIGN IS BEHIND GUIDE RAIL OR BEYOND

THE CLEAR ZONE.

B D

C D

-0 -O

R

IG

IN

A

L S

H E

E T

USE GALVANIZED POSTS.

PLACE ALL FOOTINGS AGAINST UNDISTURBED EARTH, EXCEPT

FOR FOOTING TOPS WHICH ARE TO BE FORMED TO A

DEPTH OF 3 INCHES BELOW GROUND LINE.

FOOTING / STUB PROJECTION

DETAIL (SEE NOTE 7)

FOR Z , L , & K , REFER TO CD-612-10 "SIGN SUPPORT

DATA TABLE".

BREAKAWAY GRADING DETAIL, FOOTING / STUB PROJECTION

DETAIL, AND FOOTING BEVEL DETAIL, DO NOT APPLY TO

SIGNS BEHIND GUIDE RAIL OR BEYOND THE CLEAR ZONE.

UNUSUAL FOUNDATION CONDITIONS MAY REQUIRE

REDESIGNING OF FOOTINGS AND SUCH CONDITIONS

ARE TO BE BROUGHT TO THE ATTENTION OF THE RE.

BACK OF

SIGN

NOTE:

T P

V

I L

L S

E P

N

J D

O T

P R

J W

S V s y s t e m

N

J D

O T

W S

P r o j e c t s N

J D

O T

E

ID

d a t e p e n t a b l e s c a l e file=

Revised Attachment #5 - NJDOT Sketches- Bid Solicitation # 25DPP01157 - T0121 Breakaway U-Post Sign Supports - Statewide

NEW JERSEY DEPARTMENT OF TRANSPORTATION

BOLT THE BRACKETS TO POST. THEN

PLACE POST AND CONNECTED BRACKET

ALL BOLTS TO BE TIGHTENED IN

ACCORDANCE WITH THE MANUFACTURER'S

BRACKET

(SEE NOTE 1)

ANCHOR

SHIMS TO BE ADDED

WHEN VARIATION BETWEEN

POST FLANGES AT POST

CUT EXCEEDS .050"

M A

C H

IN

E

F

IN

IS

H

B E

T W

E E

N P

O S

T S

T I G

H T

F I T

BRACKET

(SEE NOTE 1)

COUPLING BOLT

BREAKAWAY

COUPLING

ANCHOR LOCK WASHERS

GROUND LINE

TOP OF FOOTING

1„" ƒ"

1"

POST CUT

POST

‡"1"

T Y

P

5‚" - (B-525)

6•" - (B-650)

(B-525)

1•"

(B-525)

1•"

2" (B-650) (B-650)

2"

1„" 1„"

Ž

DRILL 1 "

DIA. HOLE

(TYP.)

DRILL‹" DIA.

HOLE (B-525)

DRILL .546" DIA.

HOLE (B-650)

(TYP. TWO (2) HOLES)

DRILL 1 " DIA.

HOLE (TYP. TWO

(2) HOLES)

5…"

1ƒ"

1•"

1„" ƒ ƒ ƒ

1•"

1‚"

3‡"

1•" ƒ"

" 4 ƒ

.113"

2" 2"

14 AND/OR 18

GAUGE GALVANIZED

STEEL SHEET

˜" R

1.424" (TYP.)

‘" R

(TYP.)

45^ (TYP.)

Ž" DIA.

1" - 8 UNC, GALVANIZED

FOR 1" - 8 UNC - 2B

x 1" THREAD DEPTH

.520"

…" WRENCH FLAT

.609"

Ž"

1"

1"

WRENCH FLATS

1†" O.D.

M

IN

DIA.

.715"

ˆ" R

3" (B-525)

4" (B-650)

DESIGNATION B-525 IS FOR 6" AND 8" BEAM SIZES.

POST BASE DETAIL

FRONT VIEW

NOTES:

TO BREAKAWAY COUPLING.

SPECIFICATIONS.

2.

3.

POST BASE DETAIL

POST HINGE DETAIL

SIDE VIEW

BREAKAWAY ASSEMBLIES

MODEL 525

MODEL 650

FRONT VIEW

BRACKET DETAIL

SIDE VIEW

SHIM DETAIL

ANCHOR

4.

5.

6.

BRACKET No. E (IN.)

0.100

0.150

0.200

DRILLœ" HOLES

IN HINGE PLATE (TYP.)

CAP SCREWS AND

SHIMS (AS NECESSARY)

(SEE SHIM DETAIL)

ƒ" - 10 UNC x 2‚" HEX HEAD BOLT ƒ", ANSI B 18-21-1 LOCK WASHER ƒ" - 10 UNC, HEAVY HEX NUT

STEEL W-BEAM SIGN POST

1 4 5

2 4 5

3 4 5

DRILLŽ" HOLES

IN POST (TYP.)

CAP SCREWS

AND LOCK WASHERS

SHIMS (AS NECESSARY)

(SEE SHIM DETAIL)

{ OF BOSS

{ OF HOLES

.030" ` .004"

CROWN

.0

` .004"

.585" ` .004"

TOP OF CONCRETE FOUNDATION

2‰"

•" - 13 UNC x 2•" HEX HEAD BOLT, GALVANIZED

•" - 13 UNC x 2ƒ" HEX HEAD BOLT, GALVANIZED

•" - 13 UNC x 3" HEX HEAD BOLT, GALVANIZED

•", ANSI B 18-21-1 LOCK WASHER, GALVANIZED

•" - 13 UNC, HEAVY HEX NUT, GALVANIZED

•" - 13 UNC x 1 1/4" HEX HEAD CAP SCREW, GALVANIZED

†" - 11 UNC x 2ƒ" HEX HEAD BOLT, GALVANIZED

†" - 11 UNC x 3" HEX HEAD BOLT, GALVANIZED

†" - 11 UNC x 3‚" HEX HEAD BOLT, GALVANIZED

†", ANSI B 18-21-1 LOCK WASHER, GALVANIZED

†" - 11 UNC, HEAVY HEX NUT, GALVANIZED

†" - 11 UNC x 1 1/4" HEX HEAD CAP SCREW, GALVANIZED

SPECIAL BOLT

1" - 8 UNC, LP, GALVANIZED,

POLYESTER COAT

(THREAD TO SHOULDER)

…" WRENCH FLAT

COUPLING

STEEL HINGE PLATE DETAIL

CD-612-8

CD-612-8.1

MAIN SIGN

˜" DIA. (B-525) HOLES

š" DIA. (B-650) HOLES

(TYP. SIX (6) HOLES)

N.T.S.

CONSTRUCTION DETAILS

BREAKAWAY SIGN SUPPORTS

FOR GROUND MOUNTED SIGNS

BREAKAWAY ASSEMBLIES

SEE NOTE 7.

7. THE TOLERANCE OF DIMENSION "E" IS +/- 0.004".

E

1‡"

STEEL HINGE PLATE

STAINLESS STEEL

BOSSES TO BE PRESS

FIT INTO BRACKET

3/4"

R

STEEL

GALVANIZED

CLOSED WIRE COIL

1‹" O.D.

2" LONG

6 REVOLUTIONS

STEEL WIRE, ‹" DIAMETER

(4 PER ANCHOR)

304 STAINLESS STEEL

THREADED FERRULE

1"- 8 UNC (0.020" OVERSIZE)

THREAD DEPTH=1„", MIN.

STAINLESS STEEL WASHER

2•" O.D.

1ˆ" I.D.

„" THICK

T P

V

I L

L S

E P

N

J D

O T

P R

J W

S V s y s t e m

N

J D

O T

W S

P r o j e c t s N

J D

O T

E

ID

d a t e p e n t a b l e s c a l e file=

B D

C D

-0 -O

R

IG

IN

A

L S

H E

E T

B E

T W

E E

N P

O S

T S

M A

C H

IN

E

F

IN

IS

H

T I G

H T

F I T

1•"

POST

ƒ"

1‡"

POST HINGE DETAIL

STEEL I-BEAM SIGN POST

1/2 " DIA. HOLE (TYP.)

IN MODEL NO. B-525

ONLY

STEEL HINGE PLATES

ƒ" - 10 UNC x 2‚" HEX HEAD BOLTS ƒ", ANSI B 18-21-1 LOCK WASHER ƒ" - 10 UNC, HEAVY HEX NUT

MAIN

SIGN

M

A X

M

IN

ƒ

STAMP THE BRACKET NUMBER ON THE BRACKET.1.

DESIGNATION B-650 IS FOR 10", 12", 14", 16", 18", AND

21" BEAM SIZES.

DO NOT PLACE TORQUE WRENCH ACROSS NECK

OF COUPLING.

œ" DIA. THROUGH

(TYP. TWO (2) HOLES)

•" DIA. THROUGH

(MODEL NO.

B-525 ONLY)

BOLTS,

LOCK WASHERS,

AND NUTS BOLTS, LOCK WASHERS, NUTS, & CAP SCREWS

SPECIAL BOLT, ANCHOR AND COUPLING DETAIL

Revised Attachment #5 - NJDOT Sketches- Bid Solicitation # 25DPP01157 - T0121 Breakaway U-Post Sign Supports - Statewide

Revised Attachment #5 - NJDOT Sketches- Bid Solicitation # 25DPP01157 - T0121 Breakaway U-Post Sign Supports - Statewide

Revised Attachment #5 - NJDOT Sketches- Bid Solicitation # 25DPP01157 - T0121 Breakaway U-Post Sign Supports - Statewide