Standard Drawings for Signs and Supports - Mass.Gov · COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF...

COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS

Standard Drawings for

Signs and Supports

Bureau of Transportation Planning and Development

1990

~~ ~rBTP~

Wd Traffic Engineer

TABLE OF CONTENTS

Description Poge No

Stnndnrd Stnte Route Mnrker (Ml-6A)3 Typlcnl Tenth-of-Mile Mnrker ltD 10-9)4 Typlcnl Mile Morker Installa tton5 Typlcnl Reflectorlzed wornlng Sign ltHl-2)6 Typical AbutMent w ornlng Ponel ltHl-3 Left Right) 7 Typical Attenuo tor Ponels CHl-lOA~B 8c C)8 Typical PaveMent Marklngs9 PaveMent Markings Table lO Typlcnl Spacing~ Eleva tlon 8c P-9 Posts for Delineo torsll Instollotton of Type SS Hlghwoy Guord Rall 12

AluMinuM Panel DetoJlslS-20

Instnllotlon of Dverheod Structure Guord Rotl13 TeMpornry PaveMent Morklngs In Work Zone14 Hlghwoy Sign Supports ond Sign Support F oundo tlons15 Dverheod Dlrectlonol Sign Supports ltNon-Breoko woy) 16 Typlcol Sign Instollntlon ond Loco tlon17

Typlcol Exit Tob ltEl-51 Integrol Port of El-l Type Slgn)21 Typlcnl lnstollo tlon for Signs Over 20sqft To 40sqft22 Bnse Connection~ Fuse Plate ond F oundo tlon Do to23 Post Weight Do ta 24 D-6 Wtth D-825 Deline a tlon for Guord Roll TerMinJ26 Post Coping Detolls ltBreokQ wo y ) 27 Detnll A Hinge for Breoko woy Sign Posts28 Sign ond Stulo Post Detnlls for S4x77 ond S5x10029 Sign ond Stulo Post Detolls for w Shapes30 Sign ond Stulo Post Detnils for 0 Shopes CD6 onol DD6)31 Typlcol Ponel AttochMent to Dverheod Support32-33 Doulole D-6 With D-834 Sign Brncket Detolls for D-6 and Doulole D-635 CloMp for D-8 AttochMent36 Sign Width Chort (WInd Zone 1) 37 Sign Width Chort (olnd Zone 2 )38 Generol Notes39 TeMporory wooolen Yielollng Supports40 PnveMent Morklng 8c Signing for 4 to 2 Lone Tronsltlon41 PoveMent Morklng ond Signing for CliMiolng Lones42 OD Sign Support Protectlon43 Instnllotlon of P-5 Telescoplc Post44 Typlcol Instollo tlon for SMoll Signs Cup to 20sqft)45 AluMinuM Cop for 1-34 Post (for use with R6-D46 lnstnllotlon for EZE -ERECT Sign Post4 7-51 Plostlc DruMs52

3

___--A--~-~

---- -iiiiiiiiiiiiiiiiiiiiiiiiiiiiii~ f c

B D

H

SIGN NO OF DIMENSIONS SIZE DIGITS A B c D E F G H

24x24 1 or 2 24 11 24 6 12 6p 112 38 58

30x24 3 30 24 6 12 60 112 38 58

36x24 4 36 24 6 12 6 112 38 58

36x36 1 or 2 36 36 9 18 91 2 V4 12 12

45x36deg 3 45 36 90 18 9 2 V4 12 12

Series of Digits 11 D

Ml-6A StQndQrd StQte Route Mnrker

Dr Alt~rnate)

4To Top Of Panel

Mcllan

SINGLE fACE DOUBLE FACE 14 Holt--Round or rSIGN PANELSquar

~cv~__POST ~ LTIJO PIECE RIVET CON~

OF PIN lt3116 DIA) AND COLLAR

I R=341

P9 Post ltGalvanlzcl Stel Approvd

063 Tnlcllt Sheet Alulltnull

NUMBERS TO BE SERIES bullcbull COLOR-BLACK BACKGROUNDS SHALL BE 2 Edge SILVER-FDR UNDIVIDED HIGHWAYS Ellloedllent YELLDIJ-FDR DIVIDED HIGHWAYS

Notesbull All MlleiIQrkt-rs Qnd Tentn of MlleiIQrkers Shall lobull F aJorlcated With High Intensity Encapsulated Lense ReFlective Sheeting ltSection M9302)

TYPICAL TENTH-DF-MILEMARKER INSTALLATION Dl0-9

~

5

TYPICAL MILEMARKER INSTALLATION

LMecllonSee EclgeNo es

tiCIE If MlleMorker Ponel Is 3 The ElbeciMent will be 2 12 If Panel Is 4 the eMbeciMent will be 3

COLOR BACKGROUND-GREEN REFLECTORIZED NUMBERS-WHITE REFLECTORIZED PIN L BOLT HEADS TO BE PAINTED SAME COLOR AS PANEL BACKGROUND NUMBERS TO BE SERIES cbull

bull Dpttcolly center nuMerol obout vertlcol centerline

EXPVY-FVY USE CONVENTIONAL USE

D10-4 (1-dJgJt)

Dl0-5 (2-dlglts)

D10-6 (3-ollglts)

Dl0-1 liE(l-dJglt)

Dl0-2 bulllt2-dlglts)

Dl0-3 (3-dlglts)

A 12 12 12 10 10 10

B 24 36 48 18 27 36

c 112 12 12 112 12 12 D 3 3 3 2 2 2 E 4C 4C 4C 4B 4B 4B F 3 3 3 2 2 2

G 10C 10C 10C 6C 6C 6C

H - 3 2 12 - 3 3 j 4 3 3 4 4 4

K 1 112 1 12 1 12 1 112 1 12 1 12

L 4 58 4 58 4 58 3 58 3 58 3 58

M 4 78 4 78 4 78 3 78 3 78 3 78

6

cent037bull MOUNTING HOLE

Thickness 0080 AuMinuM or

Yellow Reflectorlzlng Buttons

Yellow (Non-Reflective)

TYPICAL Hl-2

Galvanlveol Steel

0 0 0 0

0 0 0

Mounting Height Sholl Be 40 To BottoM Of Sign

TYPICAL LOCATION FOR Hl-2

DIRECTION OF TRAFFIC bull

7

TYPICAL ABUTMENT W ARNIN~ PANEL ltHl-3 LEFT amp RIGHT)

_STRIPES 45bull

R150

YELLOW STRIPE PANEL TO BE

BLACK STRIPE BOLTED TO POST IN TvO PLACES

AT ANGLE

---P-5 POST ASSEMBLY 24d

~ SHOULDER OR CURB LINE

48 EMBErENT

1

LEFT PANEL RIGHT PANEL

MATERIAL1 SHALL BE 0080 THICKNESS ALUMINUM) OR 34 PLYvOOD

COLORSI

ALTERNATE YELLOW AND BLACK STRIPES YELLOW STRIPES TO BE REFLECTORIZED ALTERNATE vHITE AND ORANGE STRIPES FOR CONSTRUCTION AND MAINTANCE OPERATIONS) BOTH REFLECTIZED

OR GREATER TO CLEAR GUARD RAIL BY MAXIMUM OF 6

PANEL

For Both Panels Jicle Jhlte Stripe Typ

For Both Panels

4 Wiele Black Stripe Typ 8

20

Dlo For Rivet Typ lt5 Places Both Panels)

Hl-lOB

ATTENUATDR FOR GREAT SYSTEM BARRIER NOSE COVER

Hl-lOC L or R

1

4 wlcle White Stripe

4 Jicle Black Stripe

Hl-lOA ATTENUATDR PANEL

NDIE The Striping Is To Be Mounted On 032 Alulllnull Panel Using Alternatlng Black ancl Jhlte Strlpes Sloping Down at an Angle Of 45bull The AlulllnUII Panel Sholl Be In Accorclance With ASTM B209 Alloy 6061-T6 The Silver Reflective Sheeting Shall Be In Accorclonce Jith Moss Dept oF Public works Specification M9302 Encapsulatecl Lens ReFlective Sheeting Palnt For Black Stripes Shall Be In Accorclance Jith The Sheeting Manufactures Specification For Black Silk Screen Ink For Hl-lOA Hl-lOB 8c Hl-lOC

100 MIN

EDGE LINE

TAPER LINE

2

8 CHANNELIZING LINE

EDGE OF PAVEMENT

VARIABLE RADIUS

8 CHANNELIZING EDGE LINE

LINES

2

10

I I ----- SHOULDER LINE

t 10~ n ~ - - _~ ~30

EDGE LINE~ TYPICAL EDGE OF PAVEMENT

MIN

TAPER LINE

12bull LINES - -1 r- lSSPACINGshy - - SHOULDER LINE ~ 1 1 311 sLoPE r - 7

VARIABLE RADIUS

8 CHANNELIZING LINES EDGE

EDGE OF ~PAVEMENT

shy EDGE LINE

NDTEI See next p~ge for p~veshyMent Marklngs t~ble

TYPICAL PAVEMENT MARKINGS 0

PAVEMENT MARKINGS 4n WHITE gn WHITE 12 WHITE 4 YELLDW

EDGE LINE CRIGHT) CHANNELIZING LINE (GORE) GORE CHEVRONS EDGE LINE ltLEFT) LANE LINE ltONE JAY TRAFFIC) TAPER LINE SHOULDER LINE CHANNELIZING LINE SEE ALTERNATE MARKING~ MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ltPAGES 3B-15 L 3B-17)

PAVEMENT MARKINGS TABLE

a

11

hiDIE See Current Eclltlon [)f Monual On UnlforM TrofPic Control Devices For Dellneotor Spoclng

bull =Mile Morker

e =10 [)f A Mile Morker

poundjl =1 White Dellneotor

~ =2 White Dellneo tor

=1 Alber Dellneotor

DELINEATOR

100 MAX

SPACING

TYPICAL

Toble

No Color

H1-4 Sincle White Dellneotor Hl-7 Double Jhlte Dellneotor H1-B Single A111ber Dellneotor

[if-9 Post

Mthod oF Att~~g DrhneQtor to P-9 Post

3 Min

4 P-9 Post CGolvoIIIZampd StampRl or ApprovnAltllrnotamp)

H1-4 H1-7 or

H1-8

ELEVATION FOR DELINEATORS

END VIEJ

eight 112 lbs per foot Flnlsh-Hot Dlppecl Golvonlzecl

FRONT VIEJ

TYPICAL P-9 POSTS

INSTALLATION OF TYPE SS HIGHv A Y GUARD RAIL FOR PROTECTION OF OVERHEAD SIGN POSTS

TRAFFIC FLOW

______7 5 + 12 5 +--------------1

OVERHEAD SIGN POST 0 ___[_6-0 MIN r CIRCULAR CURVE 375plusmn -+-TANGENT 375plusmnbull

I I I I 1 JJ 1 1 I I middotJ~ I I I i 1 1 I I I i I I I 1

liESEE TABLE ON PG13 FOR DIMENSIONSPLAN VIEW liEliE-50 FOR THRIE BEAM

APPROACH SECTIONTRAILING END ~GROUND LINE I RAMP375plusmn1A -

I II I II ~ f~ H ~ ~ ~ ~ ~ ~ ~ 1 rL A ltSEE PAGE 13) 6-3

ALL POSTS TO BE SPACED 6-3 C TO C ~

bullbullbull STANDARD LENGTH POSTS SHALL ELEVATION VIEW BE USED IN RAMPED SECTIONS

NDTESI 1-LENGTHS OF HIGH~AY GUARD SHOWN ARE MEASUREMENTS ALONG FACE OF RAILING 2-FOR DESCRIPTIONS MATERIAL AND CONSTRUCTION METHODS SEE SPECIFICATIONS AND 40110 AND 40150-401100 3- FOR BACK UP PLATE DETAILS SEE 40160 AND 40180 4- DETAILS SHO~N HEREIN ALSO APPLY TO THRIE BEAM GUARD RAIL EXCEPT AS OTHERWISE NOTED 5- WHEN PLACED IN MEDIAN CHANGE TO THRIE BEAM 8 HIGHT OF 2-6 12+1 6- POST TYPES SHALL NOT BE INTERCHANGED IN ANY CONTINUOUS RUN OF GUARD RAIL BRACKETS SHALL BE SIMILAR TO POST

[)

GUARD

FULL SPAN - 211

4--t

OVERHEAD STRUCTURE GUARD RAIL INSTALLATIDN

1-9bullttbull

EDGE Cf SHOULDER

-Edge of r-ondwny

SECTION A-ARAIL JITH POST SPACING OF 6-3

SLOPE 8c CANTILEVER STRUCTURES TAILpound FtR DVEJIpoundAD SDf PRDTECnDN 40130

_-10--4 Min

211 SLOPE 4bull1 SLOPE 6tl SUJPE

A B c

THRIE SECTICN BEAM

1-6bullt 3-~1 6-6bullj 7-7bullt 6-D-t 7-9bullt ubull-obullt 12-tbulll

j6-o-t 17-~1 21bull-obull~ 22bull-1bullt =-~-----

dge of rondwny TABLt OF OFFSETS FOR GUARDRAIL FLARED ENDS

i TABLE FDR TYPlCAI JNSTALLAnDN

J IltALL WL I H tU~ I

SPACING OF 6-3

FULL SPAN - 4al SLOPE

A c

SECTICN THRIE BEAM

VERTICAL WU obull-g-t 2-6bull1 sbull-g-t 6-lobullt SLIFED EDGJtlj 1-6bull1 3-3bullt 6-6bullt 7-7bull1 TYPE bullAbull JERii 2-o-t 3-g-t 7-D-1 sbull-tbullt

~

ltU

14

TEMPORARY PAVEMENT MARKINGS IN WORK ZONES

Unollvloleol 2 or 3 Lone Hlghwoy Unollvloleol Multi-Lone Hlghwoy

3 doys 14 doys More thon or less or less 14 doys

~

DO NOT

PASS

A

PASS WITH CARE

bull Moy be longer for low volule roocis

I_1-shy

11-shy

1-- 1shy

36

4

36

4I= --I

Divided Mul ti-Lone Hlghwoys

14 doys More thon or less 14

36

4

36

4

doys

I_ t-shy

- t- shy

1 -t- shy

- t- shy

1 -t- shy

I_I--I

30

10I~ t- shy

t- shy

30

[ 1-shy

10 f- shy

14 doys More thon or less 14 doys

I_ t- shy

36

1- ~41t-shy

36

I=-~~4

I_~

-I shy

I-I shy

1

- shy

-

30

10

30

10

NOTES

D Low voluMe hlghwQys should loe defined In QCCordQnce with stQteshywlde policy QS Qpproved loy the FHWA Division Office It Is recoMshyMended thQt up to 400-500 ADT loe considered Q low voluMe roQd

2) Signs MQY loe used lnsteQd of pQveshyMent MQrklngs on low voluMe roQds for up to 2 weeks Q fter which perMQnent MQrklngs Qre required

30 3) On other thQn low voluMe roQds teMporQry or perPIQnent PIQr~ngs shQll loe In plQce before roQd

10 Is opened to trQfflc 4) Edgelines Qre required Qfter 14

dQys on Qll lnterstQte Qnd rurQl30 PIUltl-lQne hlghwQys Qnd on other hlghwQys when stQte policy cQlls

10 for edgellnes 5) For More lnforMQtlon see MUTCD

PQrt IV Sections 6D-1 Qnd 6D-3

15

HIGH~AY SIGN SUPPORTS AND SIGN SUPPORT FOUNDATIONS ltNDN-BREAKA~AY SUPPORTS)

GENERAL NOTES THE CONTRACTOR MAY SELECT ANY STRUCTURAL SIGN SUPPORT MEETING

THE DESIGN CRITERIA OF THE CURRENT EDITION OF THE AMERICAN ASSOCIATION OF STATE HIGHVAY OFFICIALS bullsPECIFICATIONS FOR DESIGN AND CONSTRUCTION OF STRUCTURAL SUPPORTS FOR HIGHVAY SIGNS AND SECTION 828 OF THE STANDARD SPECIFICATIONS

REINFORCED CONCRETE FOUNDATIONS FOR SIGN SUPPORTS SELECTED SHALL CONFDRM TD THE APPLICABLE TABULATION REQUIRMENTS BASED DN THE SECTDJN MODULUS AT THE BDTTOM OF THE SIGN SUPPORT POST

THE FOUNDATIONS LISTED ARE INTENDED FOR A SINGLE POLE IN THE DIRECTION NORMAL TO THE SIG~ BUT THE NUMBER DF POLES PARALLEL fD THE SIGN SHALL CONFORM liTH THE CONSTRUCTION DRAVINGS IF IT IS DESIRED TO USE OTHER THAN SINGLE POLE SUPPORTS THE CONTRACTOR SHALL DESIGN THE FOUNDATIONS FOR SAME AND SUBMIT HIS DESIGN CALAULATIDNS JITH SKETCHES

ACCEPTANCE OF THE DESIGNS OF THE SIGN SUPPORTS AND SIGN SUPPORT FOUNDATIONS JILL BE CONTINGENT ON THE DEPARTMENTS REVIEw AND APPROVAL OF DESIGN CALCULATIONS AND SHOP DRAWINGS SUBMITTED BY THE CONTRACTOR

THE INFORMATION GIVEN BELOW IS TO BE USED IN CONJUNCTION liTH THE TABLE ON PAGE 16

THESE TABLES ARE N0I TO BE USED FOR THE DESIGN OF CANTILEVER SIGN FDUNDATIONS

2 CL

A SEE CHART ltPG 16)

13 SPIRALS 3 PITCH(TYP)

I PRDPOSED GRADE

D+12 LIMIT OF CLASS A 12

L

at ltJ u R

CEMENT CDNC MASDNRY

VERTICAL REINFDFCEMENT SEE CHART CDLUMN A

NDTESCEMENT aNRETpound Fm numATIDNS m BE CLASS A CEMENT ClNCRETE MASONRY A MINIMUM SI[FE [F 118 PER FT FROM EDGE OF BASE PLATE m rACE llF CDNRpoundTE

Lr a mP a JDTT[J4

TYPICAL SIGN SUPPORT FOUNDATION

TYPICAL DETAIL OF ELETRICAL CONDUIT SVEEPS TO BE PLACED IN STANDARD OVERHEAD SIGN FOUNDATIONS

16FOR OVERHEAD DIRECTIONAL SIGNSbull

NON-B REAKA vi A Y SUPPORTS

S~Ctlon HodiAus ot Section Modulus ot Bottotol of SUpport B D+ A Bot-toP of Support B D+ A

~) (Jn8)

I ~1Z2J~ ALL IIIIC~~ESS ~~223~ YllLL IIIICK~ESS to 212 30 6-6 12-15 0 to 363 30 8-6 8-18 ~121 to 255 36 6-6 8-16 3631 to 436 36 8-6 14-16

553 to 299 36 7-0 14-15 4361 to 516 36 9-6 10-iB 2998 to 336 42 7-D 12-15 5161 to 603 36 10-6 30-5 3365 to 400 42 7-6 10-16 6031 to 697 36 11-0 24-6 4006 to 445 42 8-0 16-5 6971 to 797 42 11-0 10-19 4451 to 489 42 8-6 8-17 7971 to 904 42 12-0 38-15 4896 to 534 48 8-0 10-16 9041 to 1018 42 12-6 22-7

10181 to 1138 48 12-6 10-9 (2500) WALI IIIC~~ESS 11381 to 1265 48 13-6 36-5

12651 to 1400 48 14-0 16-8to 2991 30 8-0 12-16 14001 to 1540 48 15-0 14-9~911 to 329 36 7-6 8-7

291 to 369 36 8-0 12-16 3691 to 409 36 8-6 10-7 ~~000) JALL TlIICK~ESS 4091 to 456 42 8-0 10-7 0 to 414 36 8-6 20-5 4561 to 503 42 8-6 10-7 4141 to 499 36 9-D 12-16 5041 to 549 42 9-0 22-5 4991 to 591 36 10-0 12-7 5491 to 630 42 9-6 12-5 5991 to 691 36 11-0 12-9 6301 to 682 42 10-0 22-15 6911 to 799 36 12-0 14-tt9 6821 to 712 48 9-6 10-7 7991 to 915 36 13-0 16-tt8 7121 to 757 48 10-0 22-5 9151 to 1039 42 13-0 14-8 7571 to 798 48 10-0 22-5 10391 to 1170 42 14-0 16-8 7981 to 836 48 10-6 16-16 11701 to 1310 42 14-6 14-9 8361 to 919 48 11-0 12-17 13101 to 1457 48 14-6 22-tt7 9191 to 1006 48 11-6 20-16 14571 to 1612 48 15-6 34-16 10061 to 1096 48 12-0 12-8 16121 to 1775 48 16-6 28-7

17751 to 1946 48 17-6 18-tt9 ~~1~~middot) IJ8L THIC~~fSS 19461 to 2125 54 17-0 16-tt10

to 291 30 7-6 12-16 to 345 30 B-0 10-7 ~~~2~~middot~ J8LL TIIICK~ESS~911

451 to 399 36 8-6 10-7 0 to 458 36 9-0 22-tt5 3991 to 452 36 8-6 20-5 4581 to 552 36 10-0 14-17 4521 to 505 36 9-6 24-5 5521 to 655 36 10-6 16-7 5051 to 548 42 9-0 22-5 6551 to 767 42 11-0 12-8 5481 to 591 42 9-6 12-17 7671 to 888 42 11-6 36-5 5911 to 634 42 10-0 18-6 8881 to 1018 42 12-6 14-18 6341 to 679 42 10-0 14-17 10181 to 1156 42 13-6 20-7 6791 to 755 42 10-0 30-5 11561 to 1303 48 13-6 12-19 7551 to 843 48 10-6 12-7 13031 to 1459 48 14-6 22-17 8431 to 937 48 11-0 26-i5 14591 to 1629 48 15-6 19-i8 9371 to 1035 48 12-0 30-ttS 16241 to 1798 48 16-6 38-6 10351 to 1139 48 12-6 10-19 17981 to 1980 48 17-6 12-11 11391 to 1247 48 13-0 14-8 19801 to 2172 54 17-0 16-10 12471 to 1360 48 14-0 20-7 21721 to 2372 54 18-0 30-B

~~3596) WALL TlIIC~~ESS (~6~50) JALL IIIC~NESS to 310 30 8-0 0 to 500 36 9-6 24-5

~101 to 372 30 8-6 5001 to 604 36 10-0 10-18 721 to 439 36 8-6 6041 to 718 36 11-0 12-8

4391 to 512 36 9-6 7181 to 8bullU 42 11-6 20-tt6 5121 to 591 36 10-0 8411 to 974 42 12-6 10-19 5911 to 676 42 10-0 9741 to 1117 42 13-6 12-9 6761 to 766 42 10-6 11171 to 1270 48 13-6 36-5 7661 to 862 42 11-6 12701 to 1433 48 14-6 22-7 8621 to 963 48 11-6 14331 to middot 1605 48 15-6 24-7 9631 to 1070 48 12-0 16051 to 1798 48 16-6 38-6 10701 to 1183 48 12-6 17881 to 1980 48 17-6 12-11 11831 to 1301 48 13-6 19801 to 2182 54 17-6 22-8

21821 to 2392 54 18-6 24-18 23921to 2615 60 18-0 42-16

bull THE SECTION MODULI LISTED ABOVE ARE TO BE USED FOR STEEL SIGN SUPPORT POLES ~ITH AN ALLD~ABLE ~DRKING STRESS OF 49764 PSI IF POLES OF AN ALTERNATE MATERIAL ARE USED THE + THE ACTUAL DEPTH OF FOUNDATIONSECTION MODIU OF THE POLES SHALL BE VILL BE THE D DIMENSION ABOVE

6LLOWABLE WCR~lG STRESSMULTIPLIED BY THE RATID PLUS THE 112 REVEAL497amp4 MINIMUM DISTANCE FROM CENTER OF THE ANCDR BOLTS TO THE FACE OF THE CONCRETE SHALL BE 5

17

TYPICAL SIGN INSTALLATION AND LOCATION

4 mln--1 2( Dalrable I

~--------------------~

~ BOSTON

Edge Of Shoulder Or Curb

Line - shy

18 In Width Middle Post Required For Signs Over

cl

GENERAL NOTES BREAKA~AY SIGN SUPPORTS SHALL BE FABRICATED FROM STRUCTURAL STEEL

AND SHALL CONFDRM TO THE BREAKA~AY DESIGN SHO~N ON THESE PAGES OF STANDARD GROUND MOUNTED SIGN SUPPORTS BREAKA~AY DESIGN AND TO THE APPLICABLE REQUIREMENTS OF THE MASSACHUSETTS DEPARTMENT OF PUBLIC ~ORKS STANDARD SPECIFICATIONS FOR HIGH~AYS AND BRIDGES

STEEL

DESIGN CONFORMS ~ITH tAASHTO STANDARD SPECIFICATIONS FOR HIGH~AY SIGNS LUMINARIES AND TRAFFIC SIGNALS bull ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM-A36 FLANGE HOLES FOR FUSE BOLTS SHALL BE DRILLED ALL HIGH STRENGTH BOLTS NUTS AND WASHERS SHALL CONFORM TO ASTM-A325 TIGHTEN THE HIGH STRENGTH BOLTS IN THE BASE PLATE CONNECTION ONLY TO THE TORQUE SHOwN IN THE TABLE DO NOT DYER TIGHTEN NOTCHED STEEL FUSE PLATES SHALL CONFORM TO THE REQUIREMENTS OF ASTMshyA36 ALL HOLES SHALL BE DRILLED ALL PLATE CUTS SHALL BE SAY CUTS ALL BOLTS OTHER THAN HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM-A307 CLASS A ALL BDLTS NUTS AND ~ASHERS SHALL BE GALVANIZED AS PER ASTM-A135 STRUCTURAL STEEL RICATION EXCEPT AS IN ALL CASES THE DEPTH

SHALL NOTED

BOTTOM

BE

OF

GALVANIZED

THE FOOTING

AS

S

PER

HALL

ASTM-A123

BE PLACED

AFTER

TO THE

FABshy

DESIGN

ALUMINUM J

PANELS ATTACHMENTS AND HARD~ARE SHALL CONFORM TO THE REQUIREMENTS OF MDP1 SPECitiCATIDNS

18 ALUMINUM PANEL

P~nel Bolt ASTM-B2U AlUIIInUII Alloy 2024-T4 38-16x34 Long

MiliE All Extruded Alu111inuP1 Pnnels Shnll Hove Side Moulding

ISOMETRIC SHOvING SIGN COMPONENTS

DETAILS

CHANNEL

Thlckn~ss 0125 Allllllnull Sign

---- Pon~l ltTyp~ Bgt AllllllnUII Alloy 6063-T6 ASTM-B221

Ponel Bolt L JoshershyAllllllnUII Alloymiddot 6262-T9 38-16 ASTM-B211

NOTEbull The Post Clip Method M~y Be Used wlth A Tee Be~ll Section Dn Ground Mounted Signs Only The Post Clips Must Be Used At E~ch Alulllnul Ch~nnel Att~ched To The Sign P~nel Post Clips Sh~ll Not Be Used wlth bullzbull B~r Sections Belts Must Be Used 1f A bullzbull B~r Section Is Used

I 1

12

~ _- Ponel Bolts_ --__ t bull 1shy r cJ12 wJ i r

1~ cJj J z

II)

) 1middotTI1

6 J 12~ i II

REAR ELEVATIONtWIE Pnnel Bolts To Be Pl~ced Sylllletrlcnlly About It [)f Sign

Showing ArrangeMent Of Post CUps (Both Posts Dr All Posts) And Ponel Bolts

19

THICKNESS 0125 ALUMINUM SIGN PANEL ltTYPE Bgt ALUMINUM ALLDY 6063-T6 ASTM-B221

3 Hlnshy6 Mox

PANEL BDlT-AIUMINlJI ALLDY 202-4-T-4 318 -16x3-4UlNG ASTM-B211

NDTEbull EACH TEE BEAM SHALL BE ATTACHED BY 10 POST CUPS -4 CN THE EXIT AND 6 CN THE SIGN PANEL

12

12

ATTACHMENT ltES-2

tmE VITH A TEE BEAM GROUND

ATTACHED TD

SECTION IS USED POST CUPS CN

r--------- 6 Panel If NHdiCII Shall Bot

ALUMINUM PANEL DETAILS

ISOMETRIC SHOWING METHOD OF FOR EXIT TAB

TO SIGN PANELgt

THE POST CUP HETIIlD MAY BE USED SECTION DN

MOUNTED SIGNS ONLY 11pound POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL

Ttpound SIGN PANEL POST CLIPS SHALL NOT BE USED VITH Z BAR SECTIONS IO fS MUST BE USED IA A bullzbull BAR

GRDUND SIGNS IN_Y

Used Dnly Dn n ~ IJfgt This PoML

For Post Clip Detoll-See Stondord Ground Mounted Sign Supports Breokowoy DeSign

And Bolt

ISOMETRIC SHO~ING METHOD OF ATTACHMENT FOR EXIT TAB ltEl-5gt--TO SIGN PANEL

Eoch Tee Beoll sholl be ot1oched by 12 Post Clips 6 on the Exit Tob ond 6 on the sign ponel

---1 31164 Cllp-AlurHnul Alloy 356-T6 ltSG70A)1-J-middot------e 11164 ASTM-B26

318-16 UNC

Serroted Surfoce

f ~~

l--916-

Mo chine Bolt-Stotnless Steel Alloy 304

58

1111111

1------1 34-------1

Lock NuT

Ftot Vosher 34 Dlo x062ASTM-A-193-Groae BB or with 406 Dlo hole ASTM-A-276ASTM-A-194-Groae 8 Type 302 ltStolnless Steel)

Nut- Stolnless Steel Alloy 303 ASTM-A-193-Grode B SF or1-----1 31164------l ASTM-A-194-Groae SF

POST CLIP AND BOLT DETAIL ltFOR EXTRUDED ALUMINUM)

ALUMINUM PANEL DETAILS ru C)

1 38

D1 364~

21 TYPICAL EXIT TAB (El-5) INTEGRAL

u 10-0

9 Border RodiUs

3-6 ------X----1

8-67bull-obull 18middot

T ~XIT ocent 6middot L10 lSJ i Ibull -3l--+-3Lshy

4-0

El-5 TYPICAL EXIT TAB ATTACHED TD SIGN PANEL

8-0+----32-------18-3 20----f MiniMUM MiniMUM

PART OF El-l TYPE SIGN)

bullB Height of Sign - Rodlys

Up to 2 3 25 to 4 6 45 to 6 9 65 amp Over 12

The llniiUI dlstonce for X sholl loe one (1) foot ONE DIGIT (EXIT 0) L=7-0 T10 DIGITS CEXIT 00) L=8-6 THREE DIGITS (EXIT 000) L=l0-0 fOUR DIGITS ltEXIT 0000) L=12-0

X=9-0 for 4 Digits X=7-6 for 3 Digits

X=6-0 for 1 or 2 Digits

+-H--E X IT rt-irt------ -

I I I I

I I I I

+++-~__ __

~ for nur~loers

Legend 8 Border-Whlte (Reflect) Bockground------Green ltReflect) Arrow Design-----bullA

E5-1A

ARRDJ 8 DNLY=APPRDX 46 Sq Ft OF Polnt

lt3

- 85 ---j

~ ~ I ~ B ALIJMINUM

i i7i 8

~I I 1 a sect Ill ~-a-111 1

TYPICAl INSTALlATION FOR SIGNS WITH AREA OVER 20 SQFT UP TO 40 SQFT

NOTE-EAST OF LONGITUDE 71-41 USE S5 X 10 POSTS YIEST OF LONGITUDE 71-41 USE S4 X 77 POSTS SPACING OF POSTS AND fOUNDATlON DETAIL AS SHOWN FOR SIGNS UP TO 0-obull IN MDlH OVER 5-obull IN WID1H SPACING BETYEEN POSTSbull 06 X WI01H FOR BASE CONNECTION AND FUSE PLATE DATA SEE PAGE 23

r--134---j

15jJ2 ~_L f---------r

te----J1 bull

FURNISH 2-012+THICK AND 2-032-plusmnrHICK SHIMS PER POST SHIMS SHALL BE FABRICATED FROM BRASS SHIM STOCK OR STRIP CONFORMING TO ASTM-836

SHIM DETAIL

GRADE

ll(SEE TABLpound FOR S1Zpound)

DRIUEO SHAFT (aASS A CONCRETE)

FOUNDATION DETAILS FOR SIGNS WllH AREA OVER 40 SQFT

PL THICKNESS= T2 A

I dU rf ~a~ f

STIFFENER PLATE DETAIL ()SEE TABLE FOR DIMENSION ()

23 BASE CONNECTION DATA TABLE

~Tho ~l

BOLT SIZE ampTORQUE A B c D E T1 T2 R

16 X 12 i )( 31 tlth tfThreod

TORQUE 4501

5 2 li 2r 1 ~middot r ~middot r ~ 16 X 15

18 X 18

18 X 21

V10 X 22

r X 4 lith 1i Threod

TORQUE 7501

6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26

12 X 26

12 X 30 8 2r 1 i 5 ~middot if 1 3

4 Pi ~ 112 X 40

S 4 X 77 r 3r With 1i llread TORQUE 2001

SEE DETAIL S 5 X 100

See Poges 29 amp 30 for Bose Plote Asser~bly

FUSE PLATE DATA TABLE

~ F G H J K L N Ds T3 nr DIA

IJT DF EACH FUSE PL~~~

J6 X 12 3 2 tf 4 2f amiddot i amiddot amiddot 160

J6 X 1S 4~middot 2f 1f 6 3~middot 1f f fr r r 375

J8 X 18 4 2f tf sf 2r 1f f fl r r 327

va x 21 4t 2f 1 ~middot sf 2) 1f r ti ~middot

393

w10 X 22 si 3 l ~middot sf 2f 1 ~middot r li i i 475

W10 X 26 sf 3 1f sr 2i 1 i ~middot i I 479

r12 X 26 sf 3 ~~middot 6~ 3~ 1 ~middot i li ~middot i S42

W12 X 30 sf 3 tf 6f 3 ~middot 1~middot r li i i 542

V12 X 40 s~middot 3 l ~middot 8 5 1 1F 1Jt i l 612

S 4 X 77 3f 1 tf 2i ti i ~middot l r r 064

S 5 X 100 3sect 1 ~middot tsect 2f 1 ~middot l r i r r 064

See Poge 27 For Fuse Plote Detolls

FDUNDATIDN DATA bull ALTERNATE ~A STUB

lEIjfH STUB PRDJ

DR s~(T

BARS ll SIZE fif~ DIA DEPTH

~~

16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6

18 X 18 2-6 3 2-0 I 6 7-0 2-3 6

t8 X 21 2-6 3 2-D I 7 8-0 2-6 6

110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6

110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6

12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6

12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6

112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6

S 4 X 77 1-6 3f 1-6 I 5 4-0

S5X100 1-6 3f 1-6 I 5 5-0

See Poge 22 For Founclotlon Detolls

bull IF RCC~ LEDGE CR WATER ENCDUNTEREn ALTERNATE FDDTINGS MAY BE EMPLOYED CNLY WITH THE IRITTEN APPRDVAL CF THE ENGINEER

24

POST WEIGHT DATA

POST lEIGHT DATA

POST SIZEbull WEIGHT W6 X 12 1584 LB

S4 X 77 961 LB S5 X 100 1226 LB

bull LAST FIGURES=PDST JEIGTH PER FOOT ND TAPER

WEIGHT DATA IS THE JEIGHT OF ITEMS SHOWN FOR ONE PDSTshyltINCLUDES 10 OF POST LENGTH PDST FDUNDATIDN STU~ ~ELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATE AND ALL HIGH STRENGTH BOLT~ NUTSI AND WASHERS)

FOR SIGNS HAVING A TOTAL AREA

IXZ w~~

I-D~ 1shy c (1)(I) lJIshy[J z~ 1shy LaJ 1shy0(I) (I)

JI-~CJz Jltt (I) 1- bulla a ltt (I)CJ wJ CJLL 1shy -oCJJ0 [J1-CJ I CJeq

1shy I- (I) Iamplt[1shy u ~~01-0 0LaJ [J ~-wzltll-01-tIamp0

~ 0

IampJ LaJ v

I 1shylJ z LaJ J

1shy(I) [J D

I

~ z LaJ J

1shy(1) [J 0

OVER 20 SQ FT TO 40 SQ FT

POST EIGHT DATA

PDST SIZEbull WEIGHT 6 X 12 1284 LB 16 X 15 1601 LB W8 X 18 1972 LB 8 X 21 2293 LB 10 X 22 2596 LB

middot shy3017 LBWlO X 26

12 X 26 3023 LB W12 X 30 3531 LB 12 X 40 4606 LB S4 X 77 769 LB S5 X 100 976 LB

bull LAST FIGURES=POST VEIGTH PER FOOT

FOR

VEIGHT DATA IS THE VEIGHT OF ITEMS SHON FOR DNE PDST-ltINCLUDES TOP 6 OF POST1 BOTTOM pound OF POS~ POST FOUNDATION STU~ RELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATES AND ALL HIGH STRENGTH BOLT~ NUT~ AND lASHERS)

SIGNS HAVING A TOTAL AREA OVER 40 SQ FT

25I smiddotl

1 T ~Plywood Panel orI

-r

-c

c -

0

4

amp 3

1==1--r

P----I -I

~ 4 (Nom )-- 1079ftbull

02sbull Sheet Aluminum smiddot

1

l

~34 Plywood Panel or 02sbull Sheet Aluminum

Steel Pipe-Length 10

~See Page 22 For

smiddot

t 2 or

2-6

l_

2 bull min

7 min

---- Shim Detail ~ I

Edge of~ 5-0 or Curb Line smiddot-smiddot

3000 psi CementI Concrete Footing T bull 7-obull FOR TOWN LINE SIGN

Max 6I T 1 D-6 with D-8

NOTES 1 The Firat Full Height Post Encountered In

The Direction Of Travel Sholl Be Marked By a bullRedbull Delineator and The Last Full Height End Post In The Section Shall Be Marked By A bullGreenbull Delineator

2 Delineators Shall Be Fabricated From Reflective Sheeting

3 P9 Poets Shall Be Erected Within sbull Perpendicular To The Web Of Guardrail Post

Trailing End Approach End

--i~4-~ bull

II 6083-76 Alumin m (oabull thick)P9 Post

t

Deliniation For Guardrail Termini

I) m

27 POST COPING DETAILS

+ Fillet Depth + 116 No Cut

CHANNEL

Post Shell Be Sow Cut After Golvonlzlng Surfoce Jill Then Be Trected Jith An Approved ZinC-Rich poJnt Mttetlng The Dept Spttc H70412 CH1l-p-21035) bull

llllliE-Cut Sufoce Jill Not Be Treoted Until Plote Is Instclled tilth All Bolts Fully Tightened

Flcnge

SIDE VIEv

tmE

THE POST CLIP METHOD HAY BE USED IJITH A TEE BEAM SECTION ON GROUND MOUNTED SIGNS DNLY THE POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL ATTACHED TD THE SIGN PANEL POST CLIPS SHALL NOT BE USED IJITH Z BAR SECTIONS BCLTS MUST BE USED IF A Z BAR

PL Thickness Ta ~s- Tut ltSiwri 23) Fara Ieight

SECTION IS USED U HS Jolts lrth IW)C H1L lr Hex Nil an nat lilder Eoch Jolt Head And ~riel Dr Flat ~~middot lilder Nut

FUSE PLATE DETAIL

flonge Holes for Hinge Sholl Be Drilled Dr SubshyPunched 8c ReoMed

~POST

---FUSE PLATE (lnstoll with Notches T oword BosegtCut To 1116 FroM Fillet Leg

ASTM-A325 Bolts )_ ltFor Beorlng Type

Connectiongt Beveled Joshers For S5xlOO 8c S4x77 Posts flo t Josher On Others ~ Flo t wosher

Field Notebull All fuse plote bolts sholl be 2 34 In length ond hove 2 114 of threod on the end of the bolt All friction fuse bolts sholl be tightened In the presence of the DeportMents representotlve In the field ond In occordonce with the requireMents of Article 21020 with o wrench collbroted dolly ot the Controctors expense ot the project site with o hydroullc bolt tension collbrotor to obtoln the following tension In each bolt

Bolt Size Tension Refer To ---- 12 12000 lbs Sheet 27 58 19000 lbs Fuse Plote 34 28000 llos Detoll 78 36000 lbs

This lnstollotlon procedure sholl coMprise the Inspection required by the obove lentloned speclflcotlon f obrlco tor sholl osselble the signs In the shop with sultoble erection botts for shipMent to the project whereupon sold bolts sholl be replaced with the specified hi-strength bolts ond tested to the values shown obove Inspection shall be occordonce with the above lentloned Article 21020 except thot the Inspection wrench sholl be o torque wrench ond tho t oll botts lnstolled on the vorlous fuse plotes sholl be Inspected

DETAIL HAN HINGE ru 00

29 ~

lJW

~ii i~ gtZ ~~ 1~ ~pa

~~

HS BDLT WITH HEX HD t-EX NUT 8 3 VAStpoundRS WITH EACH BOLT SEE TABLE f[]R BilL T DIAMETER AND TORQUE ~

lJSEE BilLTING PROCEDURE z LaJ 1

t-DIRECTIDN c

a[]f TRAFFIC

-siGN PCST

z 4 J a t-u ampamp1 c ~ a

tJ v

[]4 ffi~~ ~~4

STUB PCST TDP OF FCUNDATUlN (SEE FIJUNDATICN DETAILgt

SIGN POST AND STUB POST ELEVATION

f[]R S4x77 AND S5xl00 SHAPES

3 316if ltTYP

12 BEVELgt

932middot--~~-+~shy

ltTYP)

41PL X 58 X 8 121

SECTION SECTIONS SHOVN ARE IN GORE PLATE SLOT FOR INSTALLATION ON

C-C SECTION D-D FOR INSTALLATIONS ON THE RIGHT BEVELS ARE OPPOSITE HAND FROM LEFT SHOULDER

SHOULDER THAT

AND SHOVN

PROCEDE

DURE BASE

FOR ASSEMBLY CONNECTION

I ASSEMILE POST TO STUI VI1H IlLTS AND VITH EN FLAT VASIpoundR 111 ~ IDLT IETVEEN PLATES 2 SHIM AS REQUIRED TO ~ POST 3 TIGHTEN ALL IDLTS THE IWCDU4 PIJSSDIpound VITH 12 TO e5bull WRENCH TD JED VAStDS NGI SHIMS AND TO CLEAN

10T TIRADS ntEN LIJJSEN poundAQt 10T lN TlJDI AND REliGHTEN IN A SYSTDIATIC IJUIER TO THE PRESCAIIED TpoundRGUE ltSEE TAllpound tlf IWamp 23)

4 AFTER THE INJTW TDRUUIN6 It SEaJNII NUT VILL IE USED TD INStiE lT THE F1RST till V1LL t1JT JIG( [Ff S THE IDfTRACTIIt TDGETlD VITH A DEPMTtpoundNf D611Li lit VILL AETUIN TO THE SIGN FIJI TVD INTERVALS

IF 30t DAYS Ft1t 11pound PUIDSE IF MAINTAINING THE PRESCRIIFD Ttlllalpound 6 DOpoundDIATELY MTER THE SECIJoiD RE-TIRIUJNG THE TIP till SHALL IE RDIJIED MD THE THREAD SHALL IE IURll

JUST AmVE 11IE FIRST MIT USING A CENTER fUNCio IN ORDER TD INStiE TtMT 11pound PRESCIDIED 1IRillpound IS MAINTADEJL

30

TYP

TYP

HS BOLT JITH HEX HD HEX NUT amp 3 JASHERS JITH EACH BOLT ltSEE TABLE FOR BOLT DIAMETER AND TORQUE SEE BDLTING PROCEDUREgt

1---shy SIGN

---SEE STIFFENER DETAIL ON

r lJ z w J

[J a

STUB ltSEE

TOP OF

POST

PLATE PAGE 22

PROJECT TABLE ON PAGE 23)

FOUNDATION ltSEE FOUNDATION DETAILSTUB POST DN PAGE 23)

SIGN POST AND STUB POST FOR ~ SHAPES ELEVATION

~~--+--4--~+-----~

PLATE THICKNESS=~ ~ ~~----~

A D

SIGN

NOTE

NOTEbull A2 JELD=FLGE

THICKNESS-116

A2

_________

SECTION B-BSECTION A-A

12 -~316

12 -~ 316

SEE TABLE ON SHEET 23 FOR DIMENSIONS SECTIONS SHOJN ARE FOR INSTALLATIONS ON RIGHT SHOULDER AND IN GORE FOR INSTALLATIONS ON LEFT SHOULDER PLATE AND SLOT BEVELS ARE OPPOSITE HANDbull

ProVIde 314 CIIG IICUC hotbull middot ~n bu plcampufor QGIY drUIClQ4fo

-~3 3116 ~

Section A-A Sectpn B-B S~rctlons shown are for Jnstollotlons on right shoulder oncl In gore Plote slot loevels ore opposite hond rro111 that shown for lnstallatlons on left shoulder

BASE CONNECTION DATA TABLE

Noll Pipe Size Bolt Size 8c Torque

1121 )( 31 WIVt

Dlllenslon

4 ~~t Uls

~ )( 3 318 tt5 l 34 ttreod T~ 41116 bull n Uts

A

sf 6f 7f

B

7f 9f 1of

c D

1

lf 1t

3f 4 4f

E

y 4

f f

F

6f 8

ar

T

r 1 1

Direction of Trofflc

HIStrength bolt with hex heocl n~ a 3 woshers with eoch

Rellove oU ~~lt See tolole for loolt dlo111eter gol vonlvtng d torque See bolting procedure or beads In wosher

runs ~

oreo -1

hex

12

~8

Ls~lo _Top of F oundo tlonProjection and Ftnlshed Grade

-Stub Post

D6 8c DD6

l SIGN POST AND STUB POST ELEVATIONl

li_ bullPtotes for Joose connection sholl conPorll with the requtre~~~ents of ASTM-A36

t- t34-j GENERAL NOTES 1~32~_j_~f

BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE SREAKA~AY DESIGN SHO~N e ~ ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR THE D-6 AND D-6 ~ITH D-B SIGN DR SIGN ASSEMBLybull AND THE MASS DEPT DF PUBLIC r-1WORKS STANDARD SPECIFICATIONS FOR HIGHJAYS AND BRIDGES

THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CDNFDRM TO FURNISH 2-012+THICK AND 2-0J2+1HICK THE ASTM DESIGNATION A53

ALL HIGH STRENGTH BOLTS NUTS AND riASHERS SHALL CONFORM TD ASTM-A325 ~~bMR~C~~DPfWcfM S~~~~SS~~Ifl ~foCK OR STRIP CONFORMING TO ASTM-836TIGHTEN THE HIGH STRENGTH BOLTS IN THE SASE PLATE CONNECTION ONLY TO

THE TORQUE SHOIJN IN THE TABLE DO NOT OVERTIGHTEN SHIM DETAILALL BOLTS OTHER THAN HIGH STRENGTH SDLTS SHALL CONFORM TO ASTM-A307 CLASS A

ALL STEEL HARD~ARE SHALL BE GALVANIZED AS PER ASTM-A153 SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-A123 IN ALL CASES THE BOTTOM DF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH wTHE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE HIGH INTENSITY ENCAPSULATED LENSE

32

TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT

gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF

TOP OF CONNECTING ANGLE

D~ SIGN

HEIGHT 5aDIA BOLT

WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL

8 D

69 4

90 6

111 8

1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL

4X3 1if~ ALUM Z-BAR1

U-BOLT DETAIL

~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS

33

TYPICAL PANEL ATTACHMENT TO

1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2

THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS

-------$ OF LENGTH

11 1 16WIDE X 24 LG

PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP

5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP

OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A

VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL

gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP

lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE

SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long

-shy 6(Nom) (length 10

est of Long

-shy (Non) ength 1 amiddot

Elevation

~---------------- 10 ----------------~

T PANEL= r Plywood or 025 Sheet Aluminun

4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__

11middot-41 use Steel Pipe-1897 1Ft

7bull min71-41 usemiddot

Steel Pipe-1462Vft

of panels and embedment of footing

I same as 06 with DB

I I LJ

r- 2 __

Double D-6 with D-8

35 ti FOR PLYWOOD PANEL

~f FOR AWMINUM PANEL

14 Plate Weld to Top of Sleeve

I

TOP VIEW

amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6

516 Weld

l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop

316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below

FRONT VIEW

SIGN BRACKET FOR DOUBLE D-6

4 Post Cap ID=4~~~Wall Thickness

5 Post Cap 10=5~~-iWall Thickness

1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f

~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0

-LL------~~==~~~----~2~ 1Piate welded tcftop

head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex

unlt cast 12x1-12 for Aluminum Panel middot

for PI ywood Panel

Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap

FRONT VIEW

SIGN BRACKET FOR D-6

36

1-4---------- 7 ---------t

f (

For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer

3 18 x 12 Hex

head bolt amp hex nut with lock washer

-L-4-L--1 T ~lro

--+------ _l

NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign

1-EP-11 11-EP-II

CLAMP FOR D-8 ATTACHMENT

15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~

~ Jj shy -r- i- ~-lt

~ ~ r- r- 1- ~ 9

--

_-pmiddot Ishy -1shy -shyIshy --t-

I-shyI-shy

_ shy 1--tshy-rshy

--1-shyr- r-shy rshy

10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS

-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~

r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy

-r-t--t-shy- IV 2 I-

r- rshy~ I-shy -1 --shy _wt rshy

- ~ fS -

I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy

r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8

w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section

oIND ZONE 1 EAST OF LONGITUDE 71deg -41

V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE

BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12

Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~

1 r- - middot --- [ - Tlt b

[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-

[ IVj )~ rshy lt -r--shy~gt rshy

~ r r-- ~middot~ h -r-shy

r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---

1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET

JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch

NoMogrophs to loe used where signs panels ore over 40 sf

t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---

t~ r-shy Lvo -1-shy --~ I1

r- _ r-shy --1--

r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p

-- 1-1shy - r-1-shy

20 22

24

26 28

NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section

APPROVED

x- 8-obull m 10-obull X=gt 10-obull TC 12-obull

L-----X= 6-obull TO 8-obull

NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER

(N ())

II

GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to

conforM with the following

The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)

The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)

The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)

The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed

All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces

~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection

w 0

40

Ter~porory wooden Yielding Supports

2N2N

7

VARIES

VARIES Up To 50 Sq Ft

6 N -----ill~

6u FroM Surfoce

Holes

5

NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST

SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW

BE

PINE

41

PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES

AT D

MATCH LINE A

36x36

middot~-BEGIN CENTER LINE

12 LANE WIDTH

END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS

750 SHORTER ~ 36x36

8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE

750 END

8 YELLOw --- shyCHANNELIZING LINES

12 LANE wIDTH

30x30 WHITE LANE LINE

LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES

Tnper ns per MDPV Htghwny Design Mnnunl u u

R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N

lJ zz ltt Vl QVl w ltt ~ rega D

W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100

w z J

w lJ ~ w

TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY

LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE

--

43

BEYOND MATURE

DD

FACE OF FOOTING

EDGE OF 20 PAVEMENT PLANTING LIMITS

5--r------20--+---1---1

DD SIGN SUPPORT PROTECTION TRAFFIC FLOW

EDGE TRAVELED VAY

r-u -u 1--1 r Jgt o 3]gt z

EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy

1--1 UlZ )QWOOD CHIPS ltPLACED

2 GRDvTH) ru

0

SUPPORT

DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING

ct FOOTING

2

ORIGINAL GROUNDELEVATION

44 GROUND INSTALLATION M~THDD DE INSTALLATION

STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface

Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection

STEP 3 Insert Sign Post Ancl Bolt In Ploce

NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line

GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM

STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS

ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES

THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2

0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR

EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS

PER ASTM-A153

Anchor Sleeve 2 14x2 V4

4-0

--t 34gtlt1 34

2-0

3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut

4-0

0 0

2-0 0

0 0 0

Anchor Sleeve 2 114bullx2 14

DIOIIeter 7 16

o Sign Post Ancor 0 2x2 0 0

J______ 0

P-5 TELESCOPIC POST

SIGN SIZE TELESCOPIC PDST SIZE

5 SF AND UNDER 1-1 34xl 34

DVER 5 SF UP TC 10 SF 1-2x2

OVER 10 SF UP ro 20 sr 2-2gtlt2

INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES

METHOD OF INSTALLATION

siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce

STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection

STEP 3 Insert sign post ancl bolt In place

NOTESbull

1 Driving cops llust be used to drive posts

2 Sign with a Wlclth of 4 or greater require 2 posts

3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed

-- ----

7bull-obull

P5

DR

Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)

- 0125bull Sheet AluMinuM Dr 34 Plywood

Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0

TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT

Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP

Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened

ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr

~ 34 Plywood

P5 POST ASSEMBLY I -DR APPROVED

ALTERNATE

7-obull 8-0 MAX

INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT

SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS

TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)

~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking

f splrol point set screw 18 thread

middot middotmiddot middot middot -curseNotlonol 5I6 long

All lnslcle walls tapered

1

I

AluMinuM ASTM-B85~ Alloy SC84B

-1 p~~

ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0

47

EZE -ERECT SIGN POST INSTALLATION

BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS

DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS

1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL

B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST

C-ROTATE STRAP 90bull TO LEFT

~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull

3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)

B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY

2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND

B-RDTATE STRAP TO VERTICAL POSITION

Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern

- DIRECTION OF TRAFFIC

-r-___ SIGN POST ltTYP)

~TOP OF GRADE

TYPICAL END VIEyen ltFinished AsseMbly)

A

48

ATTACHMENT OF SIGN POST TO BASE POST

SIGN POST---shy

HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy

RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49

EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40

EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120

-~-1938-~-

5

11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy

1----------17125 REF------------1

RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123

50

HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER

1--------20H ----1

516-18 UNC-BD

______ 1 34 ------

516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte

SIGN SIZE

CHANNEL POST POST-aITH STRAP

CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT

OVER 5 SF UP TO 10 SF 1-225 LBFT I

OVER 10 SF UP TO 20 SF 2-225 LBFT

NDTE1 Signs with a width of 4 Qnd over shall require 2 posts

GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted

750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~

RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123

cn

52

PLASTIC DRUMS

ITEM DESCRIPTION

859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to

contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)

8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)

NOTES

1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD

~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN

3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS

WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING

AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300

5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED

6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull

TABLE OF CONTENTS

Description Poge No

Stnndnrd Stnte Route Mnrker (Ml-6A)3 Typlcnl Tenth-of-Mile Mnrker ltD 10-9)4 Typlcnl Mile Morker Installa tton5 Typlcnl Reflectorlzed wornlng Sign ltHl-2)6 Typical AbutMent w ornlng Ponel ltHl-3 Left Right) 7 Typical Attenuo tor Ponels CHl-lOA~B 8c C)8 Typical PaveMent Marklngs9 PaveMent Markings Table lO Typlcnl Spacing~ Eleva tlon 8c P-9 Posts for Delineo torsll Instollotton of Type SS Hlghwoy Guord Rall 12

AluMinuM Panel DetoJlslS-20

Instnllotlon of Dverheod Structure Guord Rotl13 TeMpornry PaveMent Morklngs In Work Zone14 Hlghwoy Sign Supports ond Sign Support F oundo tlons15 Dverheod Dlrectlonol Sign Supports ltNon-Breoko woy) 16 Typlcol Sign Instollntlon ond Loco tlon17

Typlcol Exit Tob ltEl-51 Integrol Port of El-l Type Slgn)21 Typlcnl lnstollo tlon for Signs Over 20sqft To 40sqft22 Bnse Connection~ Fuse Plate ond F oundo tlon Do to23 Post Weight Do ta 24 D-6 Wtth D-825 Deline a tlon for Guord Roll TerMinJ26 Post Coping Detolls ltBreokQ wo y ) 27 Detnll A Hinge for Breoko woy Sign Posts28 Sign ond Stulo Post Detnlls for S4x77 ond S5x10029 Sign ond Stulo Post Detolls for w Shapes30 Sign ond Stulo Post Detnils for 0 Shopes CD6 onol DD6)31 Typlcol Ponel AttochMent to Dverheod Support32-33 Doulole D-6 With D-834 Sign Brncket Detolls for D-6 and Doulole D-635 CloMp for D-8 AttochMent36 Sign Width Chort (WInd Zone 1) 37 Sign Width Chort (olnd Zone 2 )38 Generol Notes39 TeMporory wooolen Yielollng Supports40 PnveMent Morklng 8c Signing for 4 to 2 Lone Tronsltlon41 PoveMent Morklng ond Signing for CliMiolng Lones42 OD Sign Support Protectlon43 Instnllotlon of P-5 Telescoplc Post44 Typlcol Instollo tlon for SMoll Signs Cup to 20sqft)45 AluMinuM Cop for 1-34 Post (for use with R6-D46 lnstnllotlon for EZE -ERECT Sign Post4 7-51 Plostlc DruMs52

3

___--A--~-~


B D

H


24x24 1 or 2 24 11 24 6 12 6p 112 38 58

30x24 3 30 24 6 12 60 112 38 58

36x24 4 36 24 6 12 6 112 38 58

36x36 1 or 2 36 36 9 18 91 2 V4 12 12

45x36deg 3 45 36 90 18 9 2 V4 12 12



Dr Alt~rnate)

4To Top Of Panel

Mcllan




I R=341






~

5







D10-4 (1-dJgJt)

Dl0-5 (2-dlglts)

D10-6 (3-ollglts)

Dl0-1 liE(l-dJglt)


Dl0-3 (3-dlglts)

A 12 12 12 10 10 10

B 24 36 48 18 27 36

c 112 12 12 112 12 12 D 3 3 3 2 2 2 E 4C 4C 4C 4B 4B 4B F 3 3 3 2 2 2

G 10C 10C 10C 6C 6C 6C

H - 3 2 12 - 3 3 j 4 3 3 4 4 4

K 1 112 1 12 1 12 1 112 1 12 1 12

L 4 58 4 58 4 58 3 58 3 58 3 58

M 4 78 4 78 4 78 3 78 3 78 3 78

6





TYPICAL Hl-2

Galvanlveol Steel

0 0 0 0

0 0 0




7


_STRIPES 45bull

R150



AT ANGLE



48 EMBErENT

1



COLORSI



PANEL


For Both Panels


20


Hl-lOB


Hl-lOC L or R

1





100 MIN

EDGE LINE

TAPER LINE

2

8 CHANNELIZING LINE

EDGE OF PAVEMENT

VARIABLE RADIUS


LINES

2

10


t 10~ n ~ - - _~ ~30


MIN

TAPER LINE


VARIABLE RADIUS


EDGE OF ~PAVEMENT

shy EDGE LINE






a

11


bull =Mile Morker




=1 Alber Dellneotor

DELINEATOR

100 MAX

SPACING

TYPICAL

Toble

No Color


[if-9 Post


3 Min


H1-4 H1-7 or

H1-8


END VIEJ


FRONT VIEJ

TYPICAL P-9 POSTS


TRAFFIC FLOW

______7 5 + 12 5 +--------------1









[)

GUARD

FULL SPAN - 211

4--t


1-9bullttbull

EDGE Cf SHOULDER

-Edge of r-ondwny



_-10--4 Min


A B c

THRIE SECTICN BEAM






SPACING OF 6-3


A c

SECTICN THRIE BEAM


~

ltU

14




~

DO NOT

PASS

A

PASS WITH CARE


I_1-shy

11-shy

1-- 1shy

36

4

36

4I= --I



36

4

36

4

doys

I_ t-shy

- t- shy

1 -t- shy

- t- shy

1 -t- shy

I_I--I

30

10I~ t- shy

t- shy

30

[ 1-shy

10 f- shy


I_ t- shy

36

1- ~41t-shy

36

I=-~~4

I_~

-I shy

I-I shy

1

- shy

-

30

10

30

10

NOTES








15









2 CL



I PRDPOSED GRADE


L

at ltJ u R

CEMENT CDNC MASDNRY



Lr a mP a JDTT[J4






~) (Jn8)




12651 to 1400 48 14-0 16-8to 2991 30 8-0 12-16 14001 to 1540 48 15-0 14-9~911 to 329 36 7-6 8-7






~101 to 372 30 8-6 5001 to 604 36 10-0 10-18 721 to 439 36 8-6 6041 to 718 36 11-0 12-8


21821 to 2392 54 18-6 24-18 23921to 2615 60 18-0 42-16



17



~--------------------~

~ BOSTON


Line - shy


cl



STEEL


SHALL NOTED

BOTTOM

BE

OF

GALVANIZED

THE FOOTING

AS

S

PER

HALL

ASTM-A123

BE PLACED

AFTER

TO THE

FABshy

DESIGN

ALUMINUM J


18 ALUMINUM PANEL




DETAILS

CHANNEL





I 1

12


1~ cJj J z

II)

) 1middotTI1

6 J 12~ i II



19


3 Hlnshy6 Mox



12

12

ATTACHMENT ltES-2


ATTACHED TD





TO SIGN PANELgt




GRDUND SIGNS IN_Y



And Bolt




318-16 UNC

Serroted Surfoce

f ~~

l--916-


58

1111111

1------1 34-------1

Lock NuT





1 38

D1 364~


u 10-0

9 Border RodiUs

3-6 ------X----1



4-0









+-H--E X IT rt-irt------ -

I I I I

I I I I

+++-~__ __

~ for nur~loers


E5-1A


lt3

- 85 ---j

~ ~ I ~ B ALIJMINUM

i i7i 8




r--134---j

15jJ2 ~_L f---------r

te----J1 bull


SHIM DETAIL

GRADE




PL THICKNESS= T2 A

I dU rf ~a~ f



~Tho ~l



TORQUE 4501


18 X 18

18 X 21

V10 X 22


TORQUE 7501

6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26

12 X 26

12 X 30 8 2r 1 i 5 ~middot if 1 3

4 Pi ~ 112 X 40









J8 X 18 4 2f tf sf 2r 1f f fl r r 327


393










lEIjfH STUB PRDJ

DR s~(T


~~

16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6

18 X 18 2-6 3 2-0 I 6 7-0 2-3 6

t8 X 21 2-6 3 2-D I 7 8-0 2-6 6

110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6

110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6

12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6

12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6

112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6

S 4 X 77 1-6 3f 1-6 I 5 4-0

S5X100 1-6 3f 1-6 I 5 5-0



24

POST WEIGHT DATA

POST lEIGHT DATA


S4 X 77 961 LB S5 X 100 1226 LB




IXZ w~~




~ 0

IampJ LaJ v

I 1shylJ z LaJ J

1shy(I) [J D

I

~ z LaJ J

1shy(1) [J 0


POST EIGHT DATA





FOR



25I smiddotl


-r

-c

c -

0

4

amp 3

1==1--r

P----I -I

~ 4 (Nom )-- 1079ftbull


1

l



~See Page 22 For

smiddot

t 2 or

2-6

l_

2 bull min

7 min










--i~4-~ bull


t


I) m



CHANNEL



Flcnge

SIDE VIEv

tmE




FUSE PLATE DETAIL


~POST








29 ~

lJW


~~



t-DIRECTIDN c

a[]f TRAFFIC

-siGN PCST


tJ v

[]4 ffi~~ ~~4




3 316if ltTYP

12 BEVELgt

932middot--~~-+~shy

ltTYP)

41PL X 58 X 8 121



SHOULDER THAT

AND SHOVN

PROCEDE

DURE BASE







30

TYP

TYP


1---shy SIGN


r lJ z w J

[J a

STUB ltSEE

TOP OF

POST

PLATE PAGE 22




~~--+--4--~+-----~


A D

SIGN

NOTE


THICKNESS-116

A2

_________


12 -~316

12 -~ 316



-~3 3116 ~




1121 )( 31 WIVt

Dlllenslon

4 ~~t Uls


A

sf 6f 7f

B

7f 9f 1of

c D

1

lf 1t

3f 4 4f

E

y 4

f f

F

6f 8

ar

T

r 1 1




runs ~

oreo -1

hex

12

~8


-Stub Post

D6 8c DD6









32




D~ SIGN

HEIGHT 5aDIA BOLT


8 D

69 4

90 6

111 8



U-BOLT DETAIL


33


1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2


-------$ OF LENGTH

11 1 16WIDE X 24 LG



OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A




SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








3

___--A--~-~


B D

H


24x24 1 or 2 24 11 24 6 12 6p 112 38 58

30x24 3 30 24 6 12 60 112 38 58

36x24 4 36 24 6 12 6 112 38 58

36x36 1 or 2 36 36 9 18 91 2 V4 12 12

45x36deg 3 45 36 90 18 9 2 V4 12 12



Dr Alt~rnate)

4To Top Of Panel

Mcllan




I R=341






~

5







D10-4 (1-dJgJt)

Dl0-5 (2-dlglts)

D10-6 (3-ollglts)

Dl0-1 liE(l-dJglt)


Dl0-3 (3-dlglts)

A 12 12 12 10 10 10

B 24 36 48 18 27 36

c 112 12 12 112 12 12 D 3 3 3 2 2 2 E 4C 4C 4C 4B 4B 4B F 3 3 3 2 2 2

G 10C 10C 10C 6C 6C 6C

H - 3 2 12 - 3 3 j 4 3 3 4 4 4

K 1 112 1 12 1 12 1 112 1 12 1 12

L 4 58 4 58 4 58 3 58 3 58 3 58

M 4 78 4 78 4 78 3 78 3 78 3 78

6





TYPICAL Hl-2

Galvanlveol Steel

0 0 0 0

0 0 0




7


_STRIPES 45bull

R150



AT ANGLE



48 EMBErENT

1



COLORSI



PANEL


For Both Panels


20


Hl-lOB


Hl-lOC L or R

1





100 MIN

EDGE LINE

TAPER LINE

2

8 CHANNELIZING LINE

EDGE OF PAVEMENT

VARIABLE RADIUS


LINES

2

10


t 10~ n ~ - - _~ ~30


MIN

TAPER LINE


VARIABLE RADIUS


EDGE OF ~PAVEMENT

shy EDGE LINE






a

11


bull =Mile Morker




=1 Alber Dellneotor

DELINEATOR

100 MAX

SPACING

TYPICAL

Toble

No Color


[if-9 Post


3 Min


H1-4 H1-7 or

H1-8


END VIEJ


FRONT VIEJ

TYPICAL P-9 POSTS


TRAFFIC FLOW

______7 5 + 12 5 +--------------1









[)

GUARD

FULL SPAN - 211

4--t


1-9bullttbull

EDGE Cf SHOULDER

-Edge of r-ondwny



_-10--4 Min


A B c

THRIE SECTICN BEAM






SPACING OF 6-3


A c

SECTICN THRIE BEAM


~

ltU

14




~

DO NOT

PASS

A

PASS WITH CARE


I_1-shy

11-shy

1-- 1shy

36

4

36

4I= --I



36

4

36

4

doys

I_ t-shy

- t- shy

1 -t- shy

- t- shy

1 -t- shy

I_I--I

30

10I~ t- shy

t- shy

30

[ 1-shy

10 f- shy


I_ t- shy

36

1- ~41t-shy

36

I=-~~4

I_~

-I shy

I-I shy

1

- shy

-

30

10

30

10

NOTES








15









2 CL



I PRDPOSED GRADE


L

at ltJ u R

CEMENT CDNC MASDNRY



Lr a mP a JDTT[J4






~) (Jn8)




12651 to 1400 48 14-0 16-8to 2991 30 8-0 12-16 14001 to 1540 48 15-0 14-9~911 to 329 36 7-6 8-7






~101 to 372 30 8-6 5001 to 604 36 10-0 10-18 721 to 439 36 8-6 6041 to 718 36 11-0 12-8


21821 to 2392 54 18-6 24-18 23921to 2615 60 18-0 42-16



17



~--------------------~

~ BOSTON


Line - shy


cl



STEEL


SHALL NOTED

BOTTOM

BE

OF

GALVANIZED

THE FOOTING

AS

S

PER

HALL

ASTM-A123

BE PLACED

AFTER

TO THE

FABshy

DESIGN

ALUMINUM J


18 ALUMINUM PANEL




DETAILS

CHANNEL





I 1

12


1~ cJj J z

II)

) 1middotTI1

6 J 12~ i II



19


3 Hlnshy6 Mox



12

12

ATTACHMENT ltES-2


ATTACHED TD





TO SIGN PANELgt




GRDUND SIGNS IN_Y



And Bolt




318-16 UNC

Serroted Surfoce

f ~~

l--916-


58

1111111

1------1 34-------1

Lock NuT





1 38

D1 364~


u 10-0

9 Border RodiUs

3-6 ------X----1



4-0









+-H--E X IT rt-irt------ -

I I I I

I I I I

+++-~__ __

~ for nur~loers


E5-1A


lt3

- 85 ---j

~ ~ I ~ B ALIJMINUM

i i7i 8




r--134---j

15jJ2 ~_L f---------r

te----J1 bull


SHIM DETAIL

GRADE




PL THICKNESS= T2 A

I dU rf ~a~ f



~Tho ~l



TORQUE 4501


18 X 18

18 X 21

V10 X 22


TORQUE 7501

6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26

12 X 26

12 X 30 8 2r 1 i 5 ~middot if 1 3

4 Pi ~ 112 X 40









J8 X 18 4 2f tf sf 2r 1f f fl r r 327


393










lEIjfH STUB PRDJ

DR s~(T


~~

16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6

18 X 18 2-6 3 2-0 I 6 7-0 2-3 6

t8 X 21 2-6 3 2-D I 7 8-0 2-6 6

110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6

110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6

12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6

12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6

112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6

S 4 X 77 1-6 3f 1-6 I 5 4-0

S5X100 1-6 3f 1-6 I 5 5-0



24

POST WEIGHT DATA

POST lEIGHT DATA


S4 X 77 961 LB S5 X 100 1226 LB




IXZ w~~




~ 0

IampJ LaJ v

I 1shylJ z LaJ J

1shy(I) [J D

I

~ z LaJ J

1shy(1) [J 0


POST EIGHT DATA





FOR



25I smiddotl


-r

-c

c -

0

4

amp 3

1==1--r

P----I -I

~ 4 (Nom )-- 1079ftbull


1

l



~See Page 22 For

smiddot

t 2 or

2-6

l_

2 bull min

7 min










--i~4-~ bull


t


I) m



CHANNEL



Flcnge

SIDE VIEv

tmE




FUSE PLATE DETAIL


~POST








29 ~

lJW


~~



t-DIRECTIDN c

a[]f TRAFFIC

-siGN PCST


tJ v

[]4 ffi~~ ~~4




3 316if ltTYP

12 BEVELgt

932middot--~~-+~shy

ltTYP)

41PL X 58 X 8 121



SHOULDER THAT

AND SHOVN

PROCEDE

DURE BASE







30

TYP

TYP


1---shy SIGN


r lJ z w J

[J a

STUB ltSEE

TOP OF

POST

PLATE PAGE 22




~~--+--4--~+-----~


A D

SIGN

NOTE


THICKNESS-116

A2

_________


12 -~316

12 -~ 316



-~3 3116 ~




1121 )( 31 WIVt

Dlllenslon

4 ~~t Uls


A

sf 6f 7f

B

7f 9f 1of

c D

1

lf 1t

3f 4 4f

E

y 4

f f

F

6f 8

ar

T

r 1 1




runs ~

oreo -1

hex

12

~8


-Stub Post

D6 8c DD6









32




D~ SIGN

HEIGHT 5aDIA BOLT


8 D

69 4

90 6

111 8



U-BOLT DETAIL


33


1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2


-------$ OF LENGTH

11 1 16WIDE X 24 LG



OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A




SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








Dr Alt~rnate)

4To Top Of Panel

Mcllan




I R=341






~

5







D10-4 (1-dJgJt)

Dl0-5 (2-dlglts)

D10-6 (3-ollglts)

Dl0-1 liE(l-dJglt)


Dl0-3 (3-dlglts)

A 12 12 12 10 10 10

B 24 36 48 18 27 36

c 112 12 12 112 12 12 D 3 3 3 2 2 2 E 4C 4C 4C 4B 4B 4B F 3 3 3 2 2 2

G 10C 10C 10C 6C 6C 6C

H - 3 2 12 - 3 3 j 4 3 3 4 4 4

K 1 112 1 12 1 12 1 112 1 12 1 12

L 4 58 4 58 4 58 3 58 3 58 3 58

M 4 78 4 78 4 78 3 78 3 78 3 78

6





TYPICAL Hl-2

Galvanlveol Steel

0 0 0 0

0 0 0




7


_STRIPES 45bull

R150



AT ANGLE



48 EMBErENT

1



COLORSI



PANEL


For Both Panels


20


Hl-lOB


Hl-lOC L or R

1





100 MIN

EDGE LINE

TAPER LINE

2

8 CHANNELIZING LINE

EDGE OF PAVEMENT

VARIABLE RADIUS


LINES

2

10


t 10~ n ~ - - _~ ~30


MIN

TAPER LINE


VARIABLE RADIUS


EDGE OF ~PAVEMENT

shy EDGE LINE






a

11


bull =Mile Morker




=1 Alber Dellneotor

DELINEATOR

100 MAX

SPACING

TYPICAL

Toble

No Color


[if-9 Post


3 Min


H1-4 H1-7 or

H1-8


END VIEJ


FRONT VIEJ

TYPICAL P-9 POSTS


TRAFFIC FLOW

______7 5 + 12 5 +--------------1









[)

GUARD

FULL SPAN - 211

4--t


1-9bullttbull

EDGE Cf SHOULDER

-Edge of r-ondwny



_-10--4 Min


A B c

THRIE SECTICN BEAM






SPACING OF 6-3


A c

SECTICN THRIE BEAM


~

ltU

14




~

DO NOT

PASS

A

PASS WITH CARE


I_1-shy

11-shy

1-- 1shy

36

4

36

4I= --I



36

4

36

4

doys

I_ t-shy

- t- shy

1 -t- shy

- t- shy

1 -t- shy

I_I--I

30

10I~ t- shy

t- shy

30

[ 1-shy

10 f- shy


I_ t- shy

36

1- ~41t-shy

36

I=-~~4

I_~

-I shy

I-I shy

1

- shy

-

30

10

30

10

NOTES








15









2 CL



I PRDPOSED GRADE


L

at ltJ u R

CEMENT CDNC MASDNRY



Lr a mP a JDTT[J4






~) (Jn8)




12651 to 1400 48 14-0 16-8to 2991 30 8-0 12-16 14001 to 1540 48 15-0 14-9~911 to 329 36 7-6 8-7






~101 to 372 30 8-6 5001 to 604 36 10-0 10-18 721 to 439 36 8-6 6041 to 718 36 11-0 12-8


21821 to 2392 54 18-6 24-18 23921to 2615 60 18-0 42-16



17



~--------------------~

~ BOSTON


Line - shy


cl



STEEL


SHALL NOTED

BOTTOM

BE

OF

GALVANIZED

THE FOOTING

AS

S

PER

HALL

ASTM-A123

BE PLACED

AFTER

TO THE

FABshy

DESIGN

ALUMINUM J


18 ALUMINUM PANEL




DETAILS

CHANNEL





I 1

12


1~ cJj J z

II)

) 1middotTI1

6 J 12~ i II



19


3 Hlnshy6 Mox



12

12

ATTACHMENT ltES-2


ATTACHED TD





TO SIGN PANELgt




GRDUND SIGNS IN_Y



And Bolt




318-16 UNC

Serroted Surfoce

f ~~

l--916-


58

1111111

1------1 34-------1

Lock NuT





1 38

D1 364~


u 10-0

9 Border RodiUs

3-6 ------X----1



4-0









+-H--E X IT rt-irt------ -

I I I I

I I I I

+++-~__ __

~ for nur~loers


E5-1A


lt3

- 85 ---j

~ ~ I ~ B ALIJMINUM

i i7i 8




r--134---j

15jJ2 ~_L f---------r

te----J1 bull


SHIM DETAIL

GRADE




PL THICKNESS= T2 A

I dU rf ~a~ f



~Tho ~l



TORQUE 4501


18 X 18

18 X 21

V10 X 22


TORQUE 7501

6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26

12 X 26

12 X 30 8 2r 1 i 5 ~middot if 1 3

4 Pi ~ 112 X 40









J8 X 18 4 2f tf sf 2r 1f f fl r r 327


393










lEIjfH STUB PRDJ

DR s~(T


~~

16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6

18 X 18 2-6 3 2-0 I 6 7-0 2-3 6

t8 X 21 2-6 3 2-D I 7 8-0 2-6 6

110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6

110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6

12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6

12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6

112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6

S 4 X 77 1-6 3f 1-6 I 5 4-0

S5X100 1-6 3f 1-6 I 5 5-0



24

POST WEIGHT DATA

POST lEIGHT DATA


S4 X 77 961 LB S5 X 100 1226 LB




IXZ w~~




~ 0

IampJ LaJ v

I 1shylJ z LaJ J

1shy(I) [J D

I

~ z LaJ J

1shy(1) [J 0


POST EIGHT DATA





FOR



25I smiddotl


-r

-c

c -

0

4

amp 3

1==1--r

P----I -I

~ 4 (Nom )-- 1079ftbull


1

l



~See Page 22 For

smiddot

t 2 or

2-6

l_

2 bull min

7 min










--i~4-~ bull


t


I) m



CHANNEL



Flcnge

SIDE VIEv

tmE




FUSE PLATE DETAIL


~POST








29 ~

lJW


~~



t-DIRECTIDN c

a[]f TRAFFIC

-siGN PCST


tJ v

[]4 ffi~~ ~~4




3 316if ltTYP

12 BEVELgt

932middot--~~-+~shy

ltTYP)

41PL X 58 X 8 121



SHOULDER THAT

AND SHOVN

PROCEDE

DURE BASE







30

TYP

TYP


1---shy SIGN


r lJ z w J

[J a

STUB ltSEE

TOP OF

POST

PLATE PAGE 22




~~--+--4--~+-----~


A D

SIGN

NOTE


THICKNESS-116

A2

_________


12 -~316

12 -~ 316



-~3 3116 ~




1121 )( 31 WIVt

Dlllenslon

4 ~~t Uls


A

sf 6f 7f

B

7f 9f 1of

c D

1

lf 1t

3f 4 4f

E

y 4

f f

F

6f 8

ar

T

r 1 1




runs ~

oreo -1

hex

12

~8


-Stub Post

D6 8c DD6









32




D~ SIGN

HEIGHT 5aDIA BOLT


8 D

69 4

90 6

111 8



U-BOLT DETAIL


33


1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2


-------$ OF LENGTH

11 1 16WIDE X 24 LG



OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A




SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








5







D10-4 (1-dJgJt)

Dl0-5 (2-dlglts)

D10-6 (3-ollglts)

Dl0-1 liE(l-dJglt)


Dl0-3 (3-dlglts)

A 12 12 12 10 10 10

B 24 36 48 18 27 36

c 112 12 12 112 12 12 D 3 3 3 2 2 2 E 4C 4C 4C 4B 4B 4B F 3 3 3 2 2 2

G 10C 10C 10C 6C 6C 6C

H - 3 2 12 - 3 3 j 4 3 3 4 4 4

K 1 112 1 12 1 12 1 112 1 12 1 12

L 4 58 4 58 4 58 3 58 3 58 3 58

M 4 78 4 78 4 78 3 78 3 78 3 78

6





TYPICAL Hl-2

Galvanlveol Steel

0 0 0 0

0 0 0




7


_STRIPES 45bull

R150



AT ANGLE



48 EMBErENT

1



COLORSI



PANEL


For Both Panels


20


Hl-lOB


Hl-lOC L or R

1





100 MIN

EDGE LINE

TAPER LINE

2

8 CHANNELIZING LINE

EDGE OF PAVEMENT

VARIABLE RADIUS


LINES

2

10


t 10~ n ~ - - _~ ~30


MIN

TAPER LINE


VARIABLE RADIUS


EDGE OF ~PAVEMENT

shy EDGE LINE






a

11


bull =Mile Morker




=1 Alber Dellneotor

DELINEATOR

100 MAX

SPACING

TYPICAL

Toble

No Color


[if-9 Post


3 Min


H1-4 H1-7 or

H1-8


END VIEJ


FRONT VIEJ

TYPICAL P-9 POSTS


TRAFFIC FLOW

______7 5 + 12 5 +--------------1









[)

GUARD

FULL SPAN - 211

4--t


1-9bullttbull

EDGE Cf SHOULDER

-Edge of r-ondwny



_-10--4 Min


A B c

THRIE SECTICN BEAM






SPACING OF 6-3


A c

SECTICN THRIE BEAM


~

ltU

14




~

DO NOT

PASS

A

PASS WITH CARE


I_1-shy

11-shy

1-- 1shy

36

4

36

4I= --I



36

4

36

4

doys

I_ t-shy

- t- shy

1 -t- shy

- t- shy

1 -t- shy

I_I--I

30

10I~ t- shy

t- shy

30

[ 1-shy

10 f- shy


I_ t- shy

36

1- ~41t-shy

36

I=-~~4

I_~

-I shy

I-I shy

1

- shy

-

30

10

30

10

NOTES








15









2 CL



I PRDPOSED GRADE


L

at ltJ u R

CEMENT CDNC MASDNRY



Lr a mP a JDTT[J4






~) (Jn8)




12651 to 1400 48 14-0 16-8to 2991 30 8-0 12-16 14001 to 1540 48 15-0 14-9~911 to 329 36 7-6 8-7






~101 to 372 30 8-6 5001 to 604 36 10-0 10-18 721 to 439 36 8-6 6041 to 718 36 11-0 12-8


21821 to 2392 54 18-6 24-18 23921to 2615 60 18-0 42-16



17



~--------------------~

~ BOSTON


Line - shy


cl



STEEL


SHALL NOTED

BOTTOM

BE

OF

GALVANIZED

THE FOOTING

AS

S

PER

HALL

ASTM-A123

BE PLACED

AFTER

TO THE

FABshy

DESIGN

ALUMINUM J


18 ALUMINUM PANEL




DETAILS

CHANNEL





I 1

12


1~ cJj J z

II)

) 1middotTI1

6 J 12~ i II



19


3 Hlnshy6 Mox



12

12

ATTACHMENT ltES-2


ATTACHED TD





TO SIGN PANELgt




GRDUND SIGNS IN_Y



And Bolt




318-16 UNC

Serroted Surfoce

f ~~

l--916-


58

1111111

1------1 34-------1

Lock NuT





1 38

D1 364~


u 10-0

9 Border RodiUs

3-6 ------X----1



4-0









+-H--E X IT rt-irt------ -

I I I I

I I I I

+++-~__ __

~ for nur~loers


E5-1A


lt3

- 85 ---j

~ ~ I ~ B ALIJMINUM

i i7i 8




r--134---j

15jJ2 ~_L f---------r

te----J1 bull


SHIM DETAIL

GRADE




PL THICKNESS= T2 A

I dU rf ~a~ f



~Tho ~l



TORQUE 4501


18 X 18

18 X 21

V10 X 22


TORQUE 7501

6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26

12 X 26

12 X 30 8 2r 1 i 5 ~middot if 1 3

4 Pi ~ 112 X 40









J8 X 18 4 2f tf sf 2r 1f f fl r r 327


393










lEIjfH STUB PRDJ

DR s~(T


~~

16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6

18 X 18 2-6 3 2-0 I 6 7-0 2-3 6

t8 X 21 2-6 3 2-D I 7 8-0 2-6 6

110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6

110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6

12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6

12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6

112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6

S 4 X 77 1-6 3f 1-6 I 5 4-0

S5X100 1-6 3f 1-6 I 5 5-0



24

POST WEIGHT DATA

POST lEIGHT DATA


S4 X 77 961 LB S5 X 100 1226 LB




IXZ w~~




~ 0

IampJ LaJ v

I 1shylJ z LaJ J

1shy(I) [J D

I

~ z LaJ J

1shy(1) [J 0


POST EIGHT DATA





FOR



25I smiddotl


-r

-c

c -

0

4

amp 3

1==1--r

P----I -I

~ 4 (Nom )-- 1079ftbull


1

l



~See Page 22 For

smiddot

t 2 or

2-6

l_

2 bull min

7 min










--i~4-~ bull


t


I) m



CHANNEL



Flcnge

SIDE VIEv

tmE




FUSE PLATE DETAIL


~POST








29 ~

lJW


~~



t-DIRECTIDN c

a[]f TRAFFIC

-siGN PCST


tJ v

[]4 ffi~~ ~~4




3 316if ltTYP

12 BEVELgt

932middot--~~-+~shy

ltTYP)

41PL X 58 X 8 121



SHOULDER THAT

AND SHOVN

PROCEDE

DURE BASE







30

TYP

TYP


1---shy SIGN


r lJ z w J

[J a

STUB ltSEE

TOP OF

POST

PLATE PAGE 22




~~--+--4--~+-----~


A D

SIGN

NOTE


THICKNESS-116

A2

_________


12 -~316

12 -~ 316



-~3 3116 ~




1121 )( 31 WIVt

Dlllenslon

4 ~~t Uls


A

sf 6f 7f

B

7f 9f 1of

c D

1

lf 1t

3f 4 4f

E

y 4

f f

F

6f 8

ar

T

r 1 1




runs ~

oreo -1

hex

12

~8


-Stub Post

D6 8c DD6









32




D~ SIGN

HEIGHT 5aDIA BOLT


8 D

69 4

90 6

111 8



U-BOLT DETAIL


33


1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2


-------$ OF LENGTH

11 1 16WIDE X 24 LG



OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A




SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








6





TYPICAL Hl-2

Galvanlveol Steel

0 0 0 0

0 0 0




7


_STRIPES 45bull

R150



AT ANGLE



48 EMBErENT

1



COLORSI



PANEL


For Both Panels


20


Hl-lOB


Hl-lOC L or R

1





100 MIN

EDGE LINE

TAPER LINE

2

8 CHANNELIZING LINE

EDGE OF PAVEMENT

VARIABLE RADIUS


LINES

2

10


t 10~ n ~ - - _~ ~30


MIN

TAPER LINE


VARIABLE RADIUS


EDGE OF ~PAVEMENT

shy EDGE LINE






a

11


bull =Mile Morker




=1 Alber Dellneotor

DELINEATOR

100 MAX

SPACING

TYPICAL

Toble

No Color


[if-9 Post


3 Min


H1-4 H1-7 or

H1-8


END VIEJ


FRONT VIEJ

TYPICAL P-9 POSTS


TRAFFIC FLOW

______7 5 + 12 5 +--------------1









[)

GUARD

FULL SPAN - 211

4--t


1-9bullttbull

EDGE Cf SHOULDER

-Edge of r-ondwny



_-10--4 Min


A B c

THRIE SECTICN BEAM






SPACING OF 6-3


A c

SECTICN THRIE BEAM


~

ltU

14




~

DO NOT

PASS

A

PASS WITH CARE


I_1-shy

11-shy

1-- 1shy

36

4

36

4I= --I



36

4

36

4

doys

I_ t-shy

- t- shy

1 -t- shy

- t- shy

1 -t- shy

I_I--I

30

10I~ t- shy

t- shy

30

[ 1-shy

10 f- shy


I_ t- shy

36

1- ~41t-shy

36

I=-~~4

I_~

-I shy

I-I shy

1

- shy

-

30

10

30

10

NOTES








15









2 CL



I PRDPOSED GRADE


L

at ltJ u R

CEMENT CDNC MASDNRY



Lr a mP a JDTT[J4






~) (Jn8)




12651 to 1400 48 14-0 16-8to 2991 30 8-0 12-16 14001 to 1540 48 15-0 14-9~911 to 329 36 7-6 8-7






~101 to 372 30 8-6 5001 to 604 36 10-0 10-18 721 to 439 36 8-6 6041 to 718 36 11-0 12-8


21821 to 2392 54 18-6 24-18 23921to 2615 60 18-0 42-16



17



~--------------------~

~ BOSTON


Line - shy


cl



STEEL


SHALL NOTED

BOTTOM

BE

OF

GALVANIZED

THE FOOTING

AS

S

PER

HALL

ASTM-A123

BE PLACED

AFTER

TO THE

FABshy

DESIGN

ALUMINUM J


18 ALUMINUM PANEL




DETAILS

CHANNEL





I 1

12


1~ cJj J z

II)

) 1middotTI1

6 J 12~ i II



19


3 Hlnshy6 Mox



12

12

ATTACHMENT ltES-2


ATTACHED TD





TO SIGN PANELgt




GRDUND SIGNS IN_Y



And Bolt




318-16 UNC

Serroted Surfoce

f ~~

l--916-


58

1111111

1------1 34-------1

Lock NuT





1 38

D1 364~


u 10-0

9 Border RodiUs

3-6 ------X----1



4-0









+-H--E X IT rt-irt------ -

I I I I

I I I I

+++-~__ __

~ for nur~loers


E5-1A


lt3

- 85 ---j

~ ~ I ~ B ALIJMINUM

i i7i 8




r--134---j

15jJ2 ~_L f---------r

te----J1 bull


SHIM DETAIL

GRADE




PL THICKNESS= T2 A

I dU rf ~a~ f



~Tho ~l



TORQUE 4501


18 X 18

18 X 21

V10 X 22


TORQUE 7501

6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26

12 X 26

12 X 30 8 2r 1 i 5 ~middot if 1 3

4 Pi ~ 112 X 40









J8 X 18 4 2f tf sf 2r 1f f fl r r 327


393










lEIjfH STUB PRDJ

DR s~(T


~~

16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6

18 X 18 2-6 3 2-0 I 6 7-0 2-3 6

t8 X 21 2-6 3 2-D I 7 8-0 2-6 6

110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6

110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6

12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6

12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6

112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6

S 4 X 77 1-6 3f 1-6 I 5 4-0

S5X100 1-6 3f 1-6 I 5 5-0



24

POST WEIGHT DATA

POST lEIGHT DATA


S4 X 77 961 LB S5 X 100 1226 LB




IXZ w~~




~ 0

IampJ LaJ v

I 1shylJ z LaJ J

1shy(I) [J D

I

~ z LaJ J

1shy(1) [J 0


POST EIGHT DATA





FOR



25I smiddotl


-r

-c

c -

0

4

amp 3

1==1--r

P----I -I

~ 4 (Nom )-- 1079ftbull


1

l



~See Page 22 For

smiddot

t 2 or

2-6

l_

2 bull min

7 min










--i~4-~ bull


t


I) m



CHANNEL



Flcnge

SIDE VIEv

tmE




FUSE PLATE DETAIL


~POST








29 ~

lJW


~~



t-DIRECTIDN c

a[]f TRAFFIC

-siGN PCST


tJ v

[]4 ffi~~ ~~4




3 316if ltTYP

12 BEVELgt

932middot--~~-+~shy

ltTYP)

41PL X 58 X 8 121



SHOULDER THAT

AND SHOVN

PROCEDE

DURE BASE







30

TYP

TYP


1---shy SIGN


r lJ z w J

[J a

STUB ltSEE

TOP OF

POST

PLATE PAGE 22




~~--+--4--~+-----~


A D

SIGN

NOTE


THICKNESS-116

A2

_________


12 -~316

12 -~ 316



-~3 3116 ~




1121 )( 31 WIVt

Dlllenslon

4 ~~t Uls


A

sf 6f 7f

B

7f 9f 1of

c D

1

lf 1t

3f 4 4f

E

y 4

f f

F

6f 8

ar

T

r 1 1




runs ~

oreo -1

hex

12

~8


-Stub Post

D6 8c DD6









32




D~ SIGN

HEIGHT 5aDIA BOLT


8 D

69 4

90 6

111 8



U-BOLT DETAIL


33


1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2


-------$ OF LENGTH

11 1 16WIDE X 24 LG



OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A




SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








7


_STRIPES 45bull

R150



AT ANGLE



48 EMBErENT

1



COLORSI



PANEL


For Both Panels


20


Hl-lOB


Hl-lOC L or R

1





100 MIN

EDGE LINE

TAPER LINE

2

8 CHANNELIZING LINE

EDGE OF PAVEMENT

VARIABLE RADIUS


LINES

2

10


t 10~ n ~ - - _~ ~30


MIN

TAPER LINE


VARIABLE RADIUS


EDGE OF ~PAVEMENT

shy EDGE LINE






a

11


bull =Mile Morker




=1 Alber Dellneotor

DELINEATOR

100 MAX

SPACING

TYPICAL

Toble

No Color


[if-9 Post


3 Min


H1-4 H1-7 or

H1-8


END VIEJ


FRONT VIEJ

TYPICAL P-9 POSTS


TRAFFIC FLOW

______7 5 + 12 5 +--------------1









[)

GUARD

FULL SPAN - 211

4--t


1-9bullttbull

EDGE Cf SHOULDER

-Edge of r-ondwny



_-10--4 Min


A B c

THRIE SECTICN BEAM






SPACING OF 6-3


A c

SECTICN THRIE BEAM


~

ltU

14




~

DO NOT

PASS

A

PASS WITH CARE


I_1-shy

11-shy

1-- 1shy

36

4

36

4I= --I



36

4

36

4

doys

I_ t-shy

- t- shy

1 -t- shy

- t- shy

1 -t- shy

I_I--I

30

10I~ t- shy

t- shy

30

[ 1-shy

10 f- shy


I_ t- shy

36

1- ~41t-shy

36

I=-~~4

I_~

-I shy

I-I shy

1

- shy

-

30

10

30

10

NOTES








15









2 CL



I PRDPOSED GRADE


L

at ltJ u R

CEMENT CDNC MASDNRY



Lr a mP a JDTT[J4






~) (Jn8)




12651 to 1400 48 14-0 16-8to 2991 30 8-0 12-16 14001 to 1540 48 15-0 14-9~911 to 329 36 7-6 8-7






~101 to 372 30 8-6 5001 to 604 36 10-0 10-18 721 to 439 36 8-6 6041 to 718 36 11-0 12-8


21821 to 2392 54 18-6 24-18 23921to 2615 60 18-0 42-16



17



~--------------------~

~ BOSTON


Line - shy


cl



STEEL


SHALL NOTED

BOTTOM

BE

OF

GALVANIZED

THE FOOTING

AS

S

PER

HALL

ASTM-A123

BE PLACED

AFTER

TO THE

FABshy

DESIGN

ALUMINUM J


18 ALUMINUM PANEL




DETAILS

CHANNEL





I 1

12


1~ cJj J z

II)

) 1middotTI1

6 J 12~ i II



19


3 Hlnshy6 Mox



12

12

ATTACHMENT ltES-2


ATTACHED TD





TO SIGN PANELgt




GRDUND SIGNS IN_Y



And Bolt




318-16 UNC

Serroted Surfoce

f ~~

l--916-


58

1111111

1------1 34-------1

Lock NuT





1 38

D1 364~


u 10-0

9 Border RodiUs

3-6 ------X----1



4-0









+-H--E X IT rt-irt------ -

I I I I

I I I I

+++-~__ __

~ for nur~loers


E5-1A


lt3

- 85 ---j

~ ~ I ~ B ALIJMINUM

i i7i 8




r--134---j

15jJ2 ~_L f---------r

te----J1 bull


SHIM DETAIL

GRADE




PL THICKNESS= T2 A

I dU rf ~a~ f



~Tho ~l



TORQUE 4501


18 X 18

18 X 21

V10 X 22


TORQUE 7501

6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26

12 X 26

12 X 30 8 2r 1 i 5 ~middot if 1 3

4 Pi ~ 112 X 40









J8 X 18 4 2f tf sf 2r 1f f fl r r 327


393










lEIjfH STUB PRDJ

DR s~(T


~~

16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6

18 X 18 2-6 3 2-0 I 6 7-0 2-3 6

t8 X 21 2-6 3 2-D I 7 8-0 2-6 6

110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6

110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6

12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6

12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6

112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6

S 4 X 77 1-6 3f 1-6 I 5 4-0

S5X100 1-6 3f 1-6 I 5 5-0



24

POST WEIGHT DATA

POST lEIGHT DATA


S4 X 77 961 LB S5 X 100 1226 LB




IXZ w~~




~ 0

IampJ LaJ v

I 1shylJ z LaJ J

1shy(I) [J D

I

~ z LaJ J

1shy(1) [J 0


POST EIGHT DATA





FOR



25I smiddotl


-r

-c

c -

0

4

amp 3

1==1--r

P----I -I

~ 4 (Nom )-- 1079ftbull


1

l



~See Page 22 For

smiddot

t 2 or

2-6

l_

2 bull min

7 min










--i~4-~ bull


t


I) m



CHANNEL



Flcnge

SIDE VIEv

tmE




FUSE PLATE DETAIL


~POST








29 ~

lJW


~~



t-DIRECTIDN c

a[]f TRAFFIC

-siGN PCST


tJ v

[]4 ffi~~ ~~4




3 316if ltTYP

12 BEVELgt

932middot--~~-+~shy

ltTYP)

41PL X 58 X 8 121



SHOULDER THAT

AND SHOVN

PROCEDE

DURE BASE







30

TYP

TYP


1---shy SIGN


r lJ z w J

[J a

STUB ltSEE

TOP OF

POST

PLATE PAGE 22




~~--+--4--~+-----~


A D

SIGN

NOTE


THICKNESS-116

A2

_________


12 -~316

12 -~ 316



-~3 3116 ~




1121 )( 31 WIVt

Dlllenslon

4 ~~t Uls


A

sf 6f 7f

B

7f 9f 1of

c D

1

lf 1t

3f 4 4f

E

y 4

f f

F

6f 8

ar

T

r 1 1




runs ~

oreo -1

hex

12

~8


-Stub Post

D6 8c DD6









32




D~ SIGN

HEIGHT 5aDIA BOLT


8 D

69 4

90 6

111 8



U-BOLT DETAIL


33


1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2


-------$ OF LENGTH

11 1 16WIDE X 24 LG



OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A




SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








PANEL


For Both Panels


20


Hl-lOB


Hl-lOC L or R

1





100 MIN

EDGE LINE

TAPER LINE

2

8 CHANNELIZING LINE

EDGE OF PAVEMENT

VARIABLE RADIUS


LINES

2

10


t 10~ n ~ - - _~ ~30


MIN

TAPER LINE


VARIABLE RADIUS


EDGE OF ~PAVEMENT

shy EDGE LINE






a

11


bull =Mile Morker




=1 Alber Dellneotor

DELINEATOR

100 MAX

SPACING

TYPICAL

Toble

No Color


[if-9 Post


3 Min


H1-4 H1-7 or

H1-8


END VIEJ


FRONT VIEJ

TYPICAL P-9 POSTS


TRAFFIC FLOW

______7 5 + 12 5 +--------------1









[)

GUARD

FULL SPAN - 211

4--t


1-9bullttbull

EDGE Cf SHOULDER

-Edge of r-ondwny



_-10--4 Min


A B c

THRIE SECTICN BEAM






SPACING OF 6-3


A c

SECTICN THRIE BEAM


~

ltU

14




~

DO NOT

PASS

A

PASS WITH CARE


I_1-shy

11-shy

1-- 1shy

36

4

36

4I= --I



36

4

36

4

doys

I_ t-shy

- t- shy

1 -t- shy

- t- shy

1 -t- shy

I_I--I

30

10I~ t- shy

t- shy

30

[ 1-shy

10 f- shy


I_ t- shy

36

1- ~41t-shy

36

I=-~~4

I_~

-I shy

I-I shy

1

- shy

-

30

10

30

10

NOTES








15









2 CL



I PRDPOSED GRADE


L

at ltJ u R

CEMENT CDNC MASDNRY



Lr a mP a JDTT[J4






~) (Jn8)




12651 to 1400 48 14-0 16-8to 2991 30 8-0 12-16 14001 to 1540 48 15-0 14-9~911 to 329 36 7-6 8-7






~101 to 372 30 8-6 5001 to 604 36 10-0 10-18 721 to 439 36 8-6 6041 to 718 36 11-0 12-8


21821 to 2392 54 18-6 24-18 23921to 2615 60 18-0 42-16



17



~--------------------~

~ BOSTON


Line - shy


cl



STEEL


SHALL NOTED

BOTTOM

BE

OF

GALVANIZED

THE FOOTING

AS

S

PER

HALL

ASTM-A123

BE PLACED

AFTER

TO THE

FABshy

DESIGN

ALUMINUM J


18 ALUMINUM PANEL




DETAILS

CHANNEL





I 1

12


1~ cJj J z

II)

) 1middotTI1

6 J 12~ i II



19


3 Hlnshy6 Mox



12

12

ATTACHMENT ltES-2


ATTACHED TD





TO SIGN PANELgt




GRDUND SIGNS IN_Y



And Bolt




318-16 UNC

Serroted Surfoce

f ~~

l--916-


58

1111111

1------1 34-------1

Lock NuT





1 38

D1 364~


u 10-0

9 Border RodiUs

3-6 ------X----1



4-0









+-H--E X IT rt-irt------ -

I I I I

I I I I

+++-~__ __

~ for nur~loers


E5-1A


lt3

- 85 ---j

~ ~ I ~ B ALIJMINUM

i i7i 8




r--134---j

15jJ2 ~_L f---------r

te----J1 bull


SHIM DETAIL

GRADE




PL THICKNESS= T2 A

I dU rf ~a~ f



~Tho ~l



TORQUE 4501


18 X 18

18 X 21

V10 X 22


TORQUE 7501

6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26

12 X 26

12 X 30 8 2r 1 i 5 ~middot if 1 3

4 Pi ~ 112 X 40









J8 X 18 4 2f tf sf 2r 1f f fl r r 327


393










lEIjfH STUB PRDJ

DR s~(T


~~

16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6

18 X 18 2-6 3 2-0 I 6 7-0 2-3 6

t8 X 21 2-6 3 2-D I 7 8-0 2-6 6

110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6

110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6

12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6

12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6

112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6

S 4 X 77 1-6 3f 1-6 I 5 4-0

S5X100 1-6 3f 1-6 I 5 5-0



24

POST WEIGHT DATA

POST lEIGHT DATA


S4 X 77 961 LB S5 X 100 1226 LB




IXZ w~~




~ 0

IampJ LaJ v

I 1shylJ z LaJ J

1shy(I) [J D

I

~ z LaJ J

1shy(1) [J 0


POST EIGHT DATA





FOR



25I smiddotl


-r

-c

c -

0

4

amp 3

1==1--r

P----I -I

~ 4 (Nom )-- 1079ftbull


1

l



~See Page 22 For

smiddot

t 2 or

2-6

l_

2 bull min

7 min










--i~4-~ bull


t


I) m



CHANNEL



Flcnge

SIDE VIEv

tmE




FUSE PLATE DETAIL


~POST








29 ~

lJW


~~



t-DIRECTIDN c

a[]f TRAFFIC

-siGN PCST


tJ v

[]4 ffi~~ ~~4




3 316if ltTYP

12 BEVELgt

932middot--~~-+~shy

ltTYP)

41PL X 58 X 8 121



SHOULDER THAT

AND SHOVN

PROCEDE

DURE BASE







30

TYP

TYP


1---shy SIGN


r lJ z w J

[J a

STUB ltSEE

TOP OF

POST

PLATE PAGE 22




~~--+--4--~+-----~


A D

SIGN

NOTE


THICKNESS-116

A2

_________


12 -~316

12 -~ 316



-~3 3116 ~




1121 )( 31 WIVt

Dlllenslon

4 ~~t Uls


A

sf 6f 7f

B

7f 9f 1of

c D

1

lf 1t

3f 4 4f

E

y 4

f f

F

6f 8

ar

T

r 1 1




runs ~

oreo -1

hex

12

~8


-Stub Post

D6 8c DD6









32




D~ SIGN

HEIGHT 5aDIA BOLT


8 D

69 4

90 6

111 8



U-BOLT DETAIL


33


1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2


-------$ OF LENGTH

11 1 16WIDE X 24 LG



OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A




SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








100 MIN

EDGE LINE

TAPER LINE

2

8 CHANNELIZING LINE

EDGE OF PAVEMENT

VARIABLE RADIUS


LINES

2

10


t 10~ n ~ - - _~ ~30


MIN

TAPER LINE


VARIABLE RADIUS


EDGE OF ~PAVEMENT

shy EDGE LINE






a

11


bull =Mile Morker




=1 Alber Dellneotor

DELINEATOR

100 MAX

SPACING

TYPICAL

Toble

No Color


[if-9 Post


3 Min


H1-4 H1-7 or

H1-8


END VIEJ


FRONT VIEJ

TYPICAL P-9 POSTS


TRAFFIC FLOW

______7 5 + 12 5 +--------------1









[)

GUARD

FULL SPAN - 211

4--t


1-9bullttbull

EDGE Cf SHOULDER

-Edge of r-ondwny



_-10--4 Min


A B c

THRIE SECTICN BEAM






SPACING OF 6-3


A c

SECTICN THRIE BEAM


~

ltU

14




~

DO NOT

PASS

A

PASS WITH CARE


I_1-shy

11-shy

1-- 1shy

36

4

36

4I= --I



36

4

36

4

doys

I_ t-shy

- t- shy

1 -t- shy

- t- shy

1 -t- shy

I_I--I

30

10I~ t- shy

t- shy

30

[ 1-shy

10 f- shy


I_ t- shy

36

1- ~41t-shy

36

I=-~~4

I_~

-I shy

I-I shy

1

- shy

-

30

10

30

10

NOTES








15









2 CL



I PRDPOSED GRADE


L

at ltJ u R

CEMENT CDNC MASDNRY



Lr a mP a JDTT[J4






~) (Jn8)




12651 to 1400 48 14-0 16-8to 2991 30 8-0 12-16 14001 to 1540 48 15-0 14-9~911 to 329 36 7-6 8-7






~101 to 372 30 8-6 5001 to 604 36 10-0 10-18 721 to 439 36 8-6 6041 to 718 36 11-0 12-8


21821 to 2392 54 18-6 24-18 23921to 2615 60 18-0 42-16



17



~--------------------~

~ BOSTON


Line - shy


cl



STEEL


SHALL NOTED

BOTTOM

BE

OF

GALVANIZED

THE FOOTING

AS

S

PER

HALL

ASTM-A123

BE PLACED

AFTER

TO THE

FABshy

DESIGN

ALUMINUM J


18 ALUMINUM PANEL




DETAILS

CHANNEL





I 1

12


1~ cJj J z

II)

) 1middotTI1

6 J 12~ i II



19


3 Hlnshy6 Mox



12

12

ATTACHMENT ltES-2


ATTACHED TD





TO SIGN PANELgt




GRDUND SIGNS IN_Y



And Bolt




318-16 UNC

Serroted Surfoce

f ~~

l--916-


58

1111111

1------1 34-------1

Lock NuT





1 38

D1 364~


u 10-0

9 Border RodiUs

3-6 ------X----1



4-0









+-H--E X IT rt-irt------ -

I I I I

I I I I

+++-~__ __

~ for nur~loers


E5-1A


lt3

- 85 ---j

~ ~ I ~ B ALIJMINUM

i i7i 8




r--134---j

15jJ2 ~_L f---------r

te----J1 bull


SHIM DETAIL

GRADE




PL THICKNESS= T2 A

I dU rf ~a~ f



~Tho ~l



TORQUE 4501


18 X 18

18 X 21

V10 X 22


TORQUE 7501

6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26

12 X 26

12 X 30 8 2r 1 i 5 ~middot if 1 3

4 Pi ~ 112 X 40









J8 X 18 4 2f tf sf 2r 1f f fl r r 327


393










lEIjfH STUB PRDJ

DR s~(T


~~

16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6

18 X 18 2-6 3 2-0 I 6 7-0 2-3 6

t8 X 21 2-6 3 2-D I 7 8-0 2-6 6

110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6

110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6

12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6

12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6

112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6

S 4 X 77 1-6 3f 1-6 I 5 4-0

S5X100 1-6 3f 1-6 I 5 5-0



24

POST WEIGHT DATA

POST lEIGHT DATA


S4 X 77 961 LB S5 X 100 1226 LB




IXZ w~~




~ 0

IampJ LaJ v

I 1shylJ z LaJ J

1shy(I) [J D

I

~ z LaJ J

1shy(1) [J 0


POST EIGHT DATA





FOR



25I smiddotl


-r

-c

c -

0

4

amp 3

1==1--r

P----I -I

~ 4 (Nom )-- 1079ftbull


1

l



~See Page 22 For

smiddot

t 2 or

2-6

l_

2 bull min

7 min










--i~4-~ bull


t


I) m



CHANNEL



Flcnge

SIDE VIEv

tmE




FUSE PLATE DETAIL


~POST








29 ~

lJW


~~



t-DIRECTIDN c

a[]f TRAFFIC

-siGN PCST


tJ v

[]4 ffi~~ ~~4




3 316if ltTYP

12 BEVELgt

932middot--~~-+~shy

ltTYP)

41PL X 58 X 8 121



SHOULDER THAT

AND SHOVN

PROCEDE

DURE BASE







30

TYP

TYP


1---shy SIGN


r lJ z w J

[J a

STUB ltSEE

TOP OF

POST

PLATE PAGE 22




~~--+--4--~+-----~


A D

SIGN

NOTE


THICKNESS-116

A2

_________


12 -~316

12 -~ 316



-~3 3116 ~




1121 )( 31 WIVt

Dlllenslon

4 ~~t Uls


A

sf 6f 7f

B

7f 9f 1of

c D

1

lf 1t

3f 4 4f

E

y 4

f f

F

6f 8

ar

T

r 1 1




runs ~

oreo -1

hex

12

~8


-Stub Post

D6 8c DD6









32




D~ SIGN

HEIGHT 5aDIA BOLT


8 D

69 4

90 6

111 8



U-BOLT DETAIL


33


1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2


-------$ OF LENGTH

11 1 16WIDE X 24 LG



OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A




SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES











a

11


bull =Mile Morker




=1 Alber Dellneotor

DELINEATOR

100 MAX

SPACING

TYPICAL

Toble

No Color


[if-9 Post


3 Min


H1-4 H1-7 or

H1-8


END VIEJ


FRONT VIEJ

TYPICAL P-9 POSTS


TRAFFIC FLOW

______7 5 + 12 5 +--------------1









[)

GUARD

FULL SPAN - 211

4--t


1-9bullttbull

EDGE Cf SHOULDER

-Edge of r-ondwny



_-10--4 Min


A B c

THRIE SECTICN BEAM






SPACING OF 6-3


A c

SECTICN THRIE BEAM


~

ltU

14




~

DO NOT

PASS

A

PASS WITH CARE


I_1-shy

11-shy

1-- 1shy

36

4

36

4I= --I



36

4

36

4

doys

I_ t-shy

- t- shy

1 -t- shy

- t- shy

1 -t- shy

I_I--I

30

10I~ t- shy

t- shy

30

[ 1-shy

10 f- shy


I_ t- shy

36

1- ~41t-shy

36

I=-~~4

I_~

-I shy

I-I shy

1

- shy

-

30

10

30

10

NOTES








15









2 CL



I PRDPOSED GRADE


L

at ltJ u R

CEMENT CDNC MASDNRY



Lr a mP a JDTT[J4






~) (Jn8)




12651 to 1400 48 14-0 16-8to 2991 30 8-0 12-16 14001 to 1540 48 15-0 14-9~911 to 329 36 7-6 8-7






~101 to 372 30 8-6 5001 to 604 36 10-0 10-18 721 to 439 36 8-6 6041 to 718 36 11-0 12-8


21821 to 2392 54 18-6 24-18 23921to 2615 60 18-0 42-16



17



~--------------------~

~ BOSTON


Line - shy


cl



STEEL


SHALL NOTED

BOTTOM

BE

OF

GALVANIZED

THE FOOTING

AS

S

PER

HALL

ASTM-A123

BE PLACED

AFTER

TO THE

FABshy

DESIGN

ALUMINUM J


18 ALUMINUM PANEL




DETAILS

CHANNEL





I 1

12


1~ cJj J z

II)

) 1middotTI1

6 J 12~ i II



19


3 Hlnshy6 Mox



12

12

ATTACHMENT ltES-2


ATTACHED TD





TO SIGN PANELgt




GRDUND SIGNS IN_Y



And Bolt




318-16 UNC

Serroted Surfoce

f ~~

l--916-


58

1111111

1------1 34-------1

Lock NuT





1 38

D1 364~


u 10-0

9 Border RodiUs

3-6 ------X----1



4-0









+-H--E X IT rt-irt------ -

I I I I

I I I I

+++-~__ __

~ for nur~loers


E5-1A


lt3

- 85 ---j

~ ~ I ~ B ALIJMINUM

i i7i 8




r--134---j

15jJ2 ~_L f---------r

te----J1 bull


SHIM DETAIL

GRADE




PL THICKNESS= T2 A

I dU rf ~a~ f



~Tho ~l



TORQUE 4501


18 X 18

18 X 21

V10 X 22


TORQUE 7501

6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26

12 X 26

12 X 30 8 2r 1 i 5 ~middot if 1 3

4 Pi ~ 112 X 40









J8 X 18 4 2f tf sf 2r 1f f fl r r 327


393










lEIjfH STUB PRDJ

DR s~(T


~~

16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6

18 X 18 2-6 3 2-0 I 6 7-0 2-3 6

t8 X 21 2-6 3 2-D I 7 8-0 2-6 6

110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6

110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6

12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6

12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6

112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6

S 4 X 77 1-6 3f 1-6 I 5 4-0

S5X100 1-6 3f 1-6 I 5 5-0



24

POST WEIGHT DATA

POST lEIGHT DATA


S4 X 77 961 LB S5 X 100 1226 LB




IXZ w~~




~ 0

IampJ LaJ v

I 1shylJ z LaJ J

1shy(I) [J D

I

~ z LaJ J

1shy(1) [J 0


POST EIGHT DATA





FOR



25I smiddotl


-r

-c

c -

0

4

amp 3

1==1--r

P----I -I

~ 4 (Nom )-- 1079ftbull


1

l



~See Page 22 For

smiddot

t 2 or

2-6

l_

2 bull min

7 min










--i~4-~ bull


t


I) m



CHANNEL



Flcnge

SIDE VIEv

tmE




FUSE PLATE DETAIL


~POST








29 ~

lJW


~~



t-DIRECTIDN c

a[]f TRAFFIC

-siGN PCST


tJ v

[]4 ffi~~ ~~4




3 316if ltTYP

12 BEVELgt

932middot--~~-+~shy

ltTYP)

41PL X 58 X 8 121



SHOULDER THAT

AND SHOVN

PROCEDE

DURE BASE







30

TYP

TYP


1---shy SIGN


r lJ z w J

[J a

STUB ltSEE

TOP OF

POST

PLATE PAGE 22




~~--+--4--~+-----~


A D

SIGN

NOTE


THICKNESS-116

A2

_________


12 -~316

12 -~ 316



-~3 3116 ~




1121 )( 31 WIVt

Dlllenslon

4 ~~t Uls


A

sf 6f 7f

B

7f 9f 1of

c D

1

lf 1t

3f 4 4f

E

y 4

f f

F

6f 8

ar

T

r 1 1




runs ~

oreo -1

hex

12

~8


-Stub Post

D6 8c DD6









32




D~ SIGN

HEIGHT 5aDIA BOLT


8 D

69 4

90 6

111 8



U-BOLT DETAIL


33


1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2


-------$ OF LENGTH

11 1 16WIDE X 24 LG



OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A




SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








11


bull =Mile Morker




=1 Alber Dellneotor

DELINEATOR

100 MAX

SPACING

TYPICAL

Toble

No Color


[if-9 Post


3 Min


H1-4 H1-7 or

H1-8


END VIEJ


FRONT VIEJ

TYPICAL P-9 POSTS


TRAFFIC FLOW

______7 5 + 12 5 +--------------1









[)

GUARD

FULL SPAN - 211

4--t


1-9bullttbull

EDGE Cf SHOULDER

-Edge of r-ondwny



_-10--4 Min


A B c

THRIE SECTICN BEAM






SPACING OF 6-3


A c

SECTICN THRIE BEAM


~

ltU

14




~

DO NOT

PASS

A

PASS WITH CARE


I_1-shy

11-shy

1-- 1shy

36

4

36

4I= --I



36

4

36

4

doys

I_ t-shy

- t- shy

1 -t- shy

- t- shy

1 -t- shy

I_I--I

30

10I~ t- shy

t- shy

30

[ 1-shy

10 f- shy


I_ t- shy

36

1- ~41t-shy

36

I=-~~4

I_~

-I shy

I-I shy

1

- shy

-

30

10

30

10

NOTES








15









2 CL



I PRDPOSED GRADE


L

at ltJ u R

CEMENT CDNC MASDNRY



Lr a mP a JDTT[J4






~) (Jn8)




12651 to 1400 48 14-0 16-8to 2991 30 8-0 12-16 14001 to 1540 48 15-0 14-9~911 to 329 36 7-6 8-7






~101 to 372 30 8-6 5001 to 604 36 10-0 10-18 721 to 439 36 8-6 6041 to 718 36 11-0 12-8


21821 to 2392 54 18-6 24-18 23921to 2615 60 18-0 42-16



17



~--------------------~

~ BOSTON


Line - shy


cl



STEEL


SHALL NOTED

BOTTOM

BE

OF

GALVANIZED

THE FOOTING

AS

S

PER

HALL

ASTM-A123

BE PLACED

AFTER

TO THE

FABshy

DESIGN

ALUMINUM J


18 ALUMINUM PANEL




DETAILS

CHANNEL





I 1

12


1~ cJj J z

II)

) 1middotTI1

6 J 12~ i II



19


3 Hlnshy6 Mox



12

12

ATTACHMENT ltES-2


ATTACHED TD





TO SIGN PANELgt




GRDUND SIGNS IN_Y



And Bolt




318-16 UNC

Serroted Surfoce

f ~~

l--916-


58

1111111

1------1 34-------1

Lock NuT





1 38

D1 364~


u 10-0

9 Border RodiUs

3-6 ------X----1



4-0









+-H--E X IT rt-irt------ -

I I I I

I I I I

+++-~__ __

~ for nur~loers


E5-1A


lt3

- 85 ---j

~ ~ I ~ B ALIJMINUM

i i7i 8




r--134---j

15jJ2 ~_L f---------r

te----J1 bull


SHIM DETAIL

GRADE




PL THICKNESS= T2 A

I dU rf ~a~ f



~Tho ~l



TORQUE 4501


18 X 18

18 X 21

V10 X 22


TORQUE 7501

6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26

12 X 26

12 X 30 8 2r 1 i 5 ~middot if 1 3

4 Pi ~ 112 X 40









J8 X 18 4 2f tf sf 2r 1f f fl r r 327


393










lEIjfH STUB PRDJ

DR s~(T


~~

16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6

18 X 18 2-6 3 2-0 I 6 7-0 2-3 6

t8 X 21 2-6 3 2-D I 7 8-0 2-6 6

110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6

110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6

12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6

12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6

112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6

S 4 X 77 1-6 3f 1-6 I 5 4-0

S5X100 1-6 3f 1-6 I 5 5-0



24

POST WEIGHT DATA

POST lEIGHT DATA


S4 X 77 961 LB S5 X 100 1226 LB




IXZ w~~




~ 0

IampJ LaJ v

I 1shylJ z LaJ J

1shy(I) [J D

I

~ z LaJ J

1shy(1) [J 0


POST EIGHT DATA





FOR



25I smiddotl


-r

-c

c -

0

4

amp 3

1==1--r

P----I -I

~ 4 (Nom )-- 1079ftbull


1

l



~See Page 22 For

smiddot

t 2 or

2-6

l_

2 bull min

7 min










--i~4-~ bull


t


I) m



CHANNEL



Flcnge

SIDE VIEv

tmE




FUSE PLATE DETAIL


~POST








29 ~

lJW


~~



t-DIRECTIDN c

a[]f TRAFFIC

-siGN PCST


tJ v

[]4 ffi~~ ~~4




3 316if ltTYP

12 BEVELgt

932middot--~~-+~shy

ltTYP)

41PL X 58 X 8 121



SHOULDER THAT

AND SHOVN

PROCEDE

DURE BASE







30

TYP

TYP


1---shy SIGN


r lJ z w J

[J a

STUB ltSEE

TOP OF

POST

PLATE PAGE 22




~~--+--4--~+-----~


A D

SIGN

NOTE


THICKNESS-116

A2

_________


12 -~316

12 -~ 316



-~3 3116 ~




1121 )( 31 WIVt

Dlllenslon

4 ~~t Uls


A

sf 6f 7f

B

7f 9f 1of

c D

1

lf 1t

3f 4 4f

E

y 4

f f

F

6f 8

ar

T

r 1 1




runs ~

oreo -1

hex

12

~8


-Stub Post

D6 8c DD6









32




D~ SIGN

HEIGHT 5aDIA BOLT


8 D

69 4

90 6

111 8



U-BOLT DETAIL


33


1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2


-------$ OF LENGTH

11 1 16WIDE X 24 LG



OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A




SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES









TRAFFIC FLOW

______7 5 + 12 5 +--------------1









[)

GUARD

FULL SPAN - 211

4--t


1-9bullttbull

EDGE Cf SHOULDER

-Edge of r-ondwny



_-10--4 Min


A B c

THRIE SECTICN BEAM






SPACING OF 6-3


A c

SECTICN THRIE BEAM


~

ltU

14




~

DO NOT

PASS

A

PASS WITH CARE


I_1-shy

11-shy

1-- 1shy

36

4

36

4I= --I



36

4

36

4

doys

I_ t-shy

- t- shy

1 -t- shy

- t- shy

1 -t- shy

I_I--I

30

10I~ t- shy

t- shy

30

[ 1-shy

10 f- shy


I_ t- shy

36

1- ~41t-shy

36

I=-~~4

I_~

-I shy

I-I shy

1

- shy

-

30

10

30

10

NOTES








15









2 CL



I PRDPOSED GRADE


L

at ltJ u R

CEMENT CDNC MASDNRY



Lr a mP a JDTT[J4






~) (Jn8)




12651 to 1400 48 14-0 16-8to 2991 30 8-0 12-16 14001 to 1540 48 15-0 14-9~911 to 329 36 7-6 8-7






~101 to 372 30 8-6 5001 to 604 36 10-0 10-18 721 to 439 36 8-6 6041 to 718 36 11-0 12-8


21821 to 2392 54 18-6 24-18 23921to 2615 60 18-0 42-16



17



~--------------------~

~ BOSTON


Line - shy


cl



STEEL


SHALL NOTED

BOTTOM

BE

OF

GALVANIZED

THE FOOTING

AS

S

PER

HALL

ASTM-A123

BE PLACED

AFTER

TO THE

FABshy

DESIGN

ALUMINUM J


18 ALUMINUM PANEL




DETAILS

CHANNEL





I 1

12


1~ cJj J z

II)

) 1middotTI1

6 J 12~ i II



19


3 Hlnshy6 Mox



12

12

ATTACHMENT ltES-2


ATTACHED TD





TO SIGN PANELgt




GRDUND SIGNS IN_Y



And Bolt




318-16 UNC

Serroted Surfoce

f ~~

l--916-


58

1111111

1------1 34-------1

Lock NuT





1 38

D1 364~


u 10-0

9 Border RodiUs

3-6 ------X----1



4-0









+-H--E X IT rt-irt------ -

I I I I

I I I I

+++-~__ __

~ for nur~loers


E5-1A


lt3

- 85 ---j

~ ~ I ~ B ALIJMINUM

i i7i 8




r--134---j

15jJ2 ~_L f---------r

te----J1 bull


SHIM DETAIL

GRADE




PL THICKNESS= T2 A

I dU rf ~a~ f



~Tho ~l



TORQUE 4501


18 X 18

18 X 21

V10 X 22


TORQUE 7501

6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26

12 X 26

12 X 30 8 2r 1 i 5 ~middot if 1 3

4 Pi ~ 112 X 40









J8 X 18 4 2f tf sf 2r 1f f fl r r 327


393










lEIjfH STUB PRDJ

DR s~(T


~~

16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6

18 X 18 2-6 3 2-0 I 6 7-0 2-3 6

t8 X 21 2-6 3 2-D I 7 8-0 2-6 6

110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6

110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6

12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6

12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6

112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6

S 4 X 77 1-6 3f 1-6 I 5 4-0

S5X100 1-6 3f 1-6 I 5 5-0



24

POST WEIGHT DATA

POST lEIGHT DATA


S4 X 77 961 LB S5 X 100 1226 LB




IXZ w~~




~ 0

IampJ LaJ v

I 1shylJ z LaJ J

1shy(I) [J D

I

~ z LaJ J

1shy(1) [J 0


POST EIGHT DATA





FOR



25I smiddotl


-r

-c

c -

0

4

amp 3

1==1--r

P----I -I

~ 4 (Nom )-- 1079ftbull


1

l



~See Page 22 For

smiddot

t 2 or

2-6

l_

2 bull min

7 min










--i~4-~ bull


t


I) m



CHANNEL



Flcnge

SIDE VIEv

tmE




FUSE PLATE DETAIL


~POST








29 ~

lJW


~~



t-DIRECTIDN c

a[]f TRAFFIC

-siGN PCST


tJ v

[]4 ffi~~ ~~4




3 316if ltTYP

12 BEVELgt

932middot--~~-+~shy

ltTYP)

41PL X 58 X 8 121



SHOULDER THAT

AND SHOVN

PROCEDE

DURE BASE







30

TYP

TYP


1---shy SIGN


r lJ z w J

[J a

STUB ltSEE

TOP OF

POST

PLATE PAGE 22




~~--+--4--~+-----~


A D

SIGN

NOTE


THICKNESS-116

A2

_________


12 -~316

12 -~ 316



-~3 3116 ~




1121 )( 31 WIVt

Dlllenslon

4 ~~t Uls


A

sf 6f 7f

B

7f 9f 1of

c D

1

lf 1t

3f 4 4f

E

y 4

f f

F

6f 8

ar

T

r 1 1




runs ~

oreo -1

hex

12

~8


-Stub Post

D6 8c DD6









32




D~ SIGN

HEIGHT 5aDIA BOLT


8 D

69 4

90 6

111 8



U-BOLT DETAIL


33


1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2


-------$ OF LENGTH

11 1 16WIDE X 24 LG



OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A




SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








GUARD

FULL SPAN - 211

4--t


1-9bullttbull

EDGE Cf SHOULDER

-Edge of r-ondwny



_-10--4 Min


A B c

THRIE SECTICN BEAM






SPACING OF 6-3


A c

SECTICN THRIE BEAM


~

ltU

14




~

DO NOT

PASS

A

PASS WITH CARE


I_1-shy

11-shy

1-- 1shy

36

4

36

4I= --I



36

4

36

4

doys

I_ t-shy

- t- shy

1 -t- shy

- t- shy

1 -t- shy

I_I--I

30

10I~ t- shy

t- shy

30

[ 1-shy

10 f- shy


I_ t- shy

36

1- ~41t-shy

36

I=-~~4

I_~

-I shy

I-I shy

1

- shy

-

30

10

30

10

NOTES








15









2 CL



I PRDPOSED GRADE


L

at ltJ u R

CEMENT CDNC MASDNRY



Lr a mP a JDTT[J4






~) (Jn8)




12651 to 1400 48 14-0 16-8to 2991 30 8-0 12-16 14001 to 1540 48 15-0 14-9~911 to 329 36 7-6 8-7






~101 to 372 30 8-6 5001 to 604 36 10-0 10-18 721 to 439 36 8-6 6041 to 718 36 11-0 12-8


21821 to 2392 54 18-6 24-18 23921to 2615 60 18-0 42-16



17



~--------------------~

~ BOSTON


Line - shy


cl



STEEL


SHALL NOTED

BOTTOM

BE

OF

GALVANIZED

THE FOOTING

AS

S

PER

HALL

ASTM-A123

BE PLACED

AFTER

TO THE

FABshy

DESIGN

ALUMINUM J


18 ALUMINUM PANEL




DETAILS

CHANNEL





I 1

12


1~ cJj J z

II)

) 1middotTI1

6 J 12~ i II



19


3 Hlnshy6 Mox



12

12

ATTACHMENT ltES-2


ATTACHED TD





TO SIGN PANELgt




GRDUND SIGNS IN_Y



And Bolt




318-16 UNC

Serroted Surfoce

f ~~

l--916-


58

1111111

1------1 34-------1

Lock NuT





1 38

D1 364~


u 10-0

9 Border RodiUs

3-6 ------X----1



4-0









+-H--E X IT rt-irt------ -

I I I I

I I I I

+++-~__ __

~ for nur~loers


E5-1A


lt3

- 85 ---j

~ ~ I ~ B ALIJMINUM

i i7i 8




r--134---j

15jJ2 ~_L f---------r

te----J1 bull


SHIM DETAIL

GRADE




PL THICKNESS= T2 A

I dU rf ~a~ f



~Tho ~l



TORQUE 4501


18 X 18

18 X 21

V10 X 22


TORQUE 7501

6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26

12 X 26

12 X 30 8 2r 1 i 5 ~middot if 1 3

4 Pi ~ 112 X 40









J8 X 18 4 2f tf sf 2r 1f f fl r r 327


393










lEIjfH STUB PRDJ

DR s~(T


~~

16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6

18 X 18 2-6 3 2-0 I 6 7-0 2-3 6

t8 X 21 2-6 3 2-D I 7 8-0 2-6 6

110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6

110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6

12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6

12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6

112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6

S 4 X 77 1-6 3f 1-6 I 5 4-0

S5X100 1-6 3f 1-6 I 5 5-0



24

POST WEIGHT DATA

POST lEIGHT DATA


S4 X 77 961 LB S5 X 100 1226 LB




IXZ w~~




~ 0

IampJ LaJ v

I 1shylJ z LaJ J

1shy(I) [J D

I

~ z LaJ J

1shy(1) [J 0


POST EIGHT DATA





FOR



25I smiddotl


-r

-c

c -

0

4

amp 3

1==1--r

P----I -I

~ 4 (Nom )-- 1079ftbull


1

l



~See Page 22 For

smiddot

t 2 or

2-6

l_

2 bull min

7 min










--i~4-~ bull


t


I) m



CHANNEL



Flcnge

SIDE VIEv

tmE




FUSE PLATE DETAIL


~POST








29 ~

lJW


~~



t-DIRECTIDN c

a[]f TRAFFIC

-siGN PCST


tJ v

[]4 ffi~~ ~~4




3 316if ltTYP

12 BEVELgt

932middot--~~-+~shy

ltTYP)

41PL X 58 X 8 121



SHOULDER THAT

AND SHOVN

PROCEDE

DURE BASE







30

TYP

TYP


1---shy SIGN


r lJ z w J

[J a

STUB ltSEE

TOP OF

POST

PLATE PAGE 22




~~--+--4--~+-----~


A D

SIGN

NOTE


THICKNESS-116

A2

_________


12 -~316

12 -~ 316



-~3 3116 ~




1121 )( 31 WIVt

Dlllenslon

4 ~~t Uls


A

sf 6f 7f

B

7f 9f 1of

c D

1

lf 1t

3f 4 4f

E

y 4

f f

F

6f 8

ar

T

r 1 1




runs ~

oreo -1

hex

12

~8


-Stub Post

D6 8c DD6









32




D~ SIGN

HEIGHT 5aDIA BOLT


8 D

69 4

90 6

111 8



U-BOLT DETAIL


33


1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2


-------$ OF LENGTH

11 1 16WIDE X 24 LG



OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A




SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








14




~

DO NOT

PASS

A

PASS WITH CARE


I_1-shy

11-shy

1-- 1shy

36

4

36

4I= --I



36

4

36

4

doys

I_ t-shy

- t- shy

1 -t- shy

- t- shy

1 -t- shy

I_I--I

30

10I~ t- shy

t- shy

30

[ 1-shy

10 f- shy


I_ t- shy

36

1- ~41t-shy

36

I=-~~4

I_~

-I shy

I-I shy

1

- shy

-

30

10

30

10

NOTES








15









2 CL



I PRDPOSED GRADE


L

at ltJ u R

CEMENT CDNC MASDNRY



Lr a mP a JDTT[J4






~) (Jn8)




12651 to 1400 48 14-0 16-8to 2991 30 8-0 12-16 14001 to 1540 48 15-0 14-9~911 to 329 36 7-6 8-7






~101 to 372 30 8-6 5001 to 604 36 10-0 10-18 721 to 439 36 8-6 6041 to 718 36 11-0 12-8


21821 to 2392 54 18-6 24-18 23921to 2615 60 18-0 42-16



17



~--------------------~

~ BOSTON


Line - shy


cl



STEEL


SHALL NOTED

BOTTOM

BE

OF

GALVANIZED

THE FOOTING

AS

S

PER

HALL

ASTM-A123

BE PLACED

AFTER

TO THE

FABshy

DESIGN

ALUMINUM J


18 ALUMINUM PANEL




DETAILS

CHANNEL





I 1

12


1~ cJj J z

II)

) 1middotTI1

6 J 12~ i II



19


3 Hlnshy6 Mox



12

12

ATTACHMENT ltES-2


ATTACHED TD





TO SIGN PANELgt




GRDUND SIGNS IN_Y



And Bolt




318-16 UNC

Serroted Surfoce

f ~~

l--916-


58

1111111

1------1 34-------1

Lock NuT





1 38

D1 364~


u 10-0

9 Border RodiUs

3-6 ------X----1



4-0









+-H--E X IT rt-irt------ -

I I I I

I I I I

+++-~__ __

~ for nur~loers


E5-1A


lt3

- 85 ---j

~ ~ I ~ B ALIJMINUM

i i7i 8




r--134---j

15jJ2 ~_L f---------r

te----J1 bull


SHIM DETAIL

GRADE




PL THICKNESS= T2 A

I dU rf ~a~ f



~Tho ~l



TORQUE 4501


18 X 18

18 X 21

V10 X 22


TORQUE 7501

6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26

12 X 26

12 X 30 8 2r 1 i 5 ~middot if 1 3

4 Pi ~ 112 X 40









J8 X 18 4 2f tf sf 2r 1f f fl r r 327


393










lEIjfH STUB PRDJ

DR s~(T


~~

16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6

18 X 18 2-6 3 2-0 I 6 7-0 2-3 6

t8 X 21 2-6 3 2-D I 7 8-0 2-6 6

110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6

110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6

12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6

12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6

112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6

S 4 X 77 1-6 3f 1-6 I 5 4-0

S5X100 1-6 3f 1-6 I 5 5-0



24

POST WEIGHT DATA

POST lEIGHT DATA


S4 X 77 961 LB S5 X 100 1226 LB




IXZ w~~




~ 0

IampJ LaJ v

I 1shylJ z LaJ J

1shy(I) [J D

I

~ z LaJ J

1shy(1) [J 0


POST EIGHT DATA





FOR



25I smiddotl


-r

-c

c -

0

4

amp 3

1==1--r

P----I -I

~ 4 (Nom )-- 1079ftbull


1

l



~See Page 22 For

smiddot

t 2 or

2-6

l_

2 bull min

7 min










--i~4-~ bull


t


I) m



CHANNEL



Flcnge

SIDE VIEv

tmE




FUSE PLATE DETAIL


~POST








29 ~

lJW


~~



t-DIRECTIDN c

a[]f TRAFFIC

-siGN PCST


tJ v

[]4 ffi~~ ~~4




3 316if ltTYP

12 BEVELgt

932middot--~~-+~shy

ltTYP)

41PL X 58 X 8 121



SHOULDER THAT

AND SHOVN

PROCEDE

DURE BASE







30

TYP

TYP


1---shy SIGN


r lJ z w J

[J a

STUB ltSEE

TOP OF

POST

PLATE PAGE 22




~~--+--4--~+-----~


A D

SIGN

NOTE


THICKNESS-116

A2

_________


12 -~316

12 -~ 316



-~3 3116 ~




1121 )( 31 WIVt

Dlllenslon

4 ~~t Uls


A

sf 6f 7f

B

7f 9f 1of

c D

1

lf 1t

3f 4 4f

E

y 4

f f

F

6f 8

ar

T

r 1 1




runs ~

oreo -1

hex

12

~8


-Stub Post

D6 8c DD6









32




D~ SIGN

HEIGHT 5aDIA BOLT


8 D

69 4

90 6

111 8



U-BOLT DETAIL


33


1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2


-------$ OF LENGTH

11 1 16WIDE X 24 LG



OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A




SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








15









2 CL



I PRDPOSED GRADE


L

at ltJ u R

CEMENT CDNC MASDNRY



Lr a mP a JDTT[J4






~) (Jn8)




12651 to 1400 48 14-0 16-8to 2991 30 8-0 12-16 14001 to 1540 48 15-0 14-9~911 to 329 36 7-6 8-7






~101 to 372 30 8-6 5001 to 604 36 10-0 10-18 721 to 439 36 8-6 6041 to 718 36 11-0 12-8


21821 to 2392 54 18-6 24-18 23921to 2615 60 18-0 42-16



17



~--------------------~

~ BOSTON


Line - shy


cl



STEEL


SHALL NOTED

BOTTOM

BE

OF

GALVANIZED

THE FOOTING

AS

S

PER

HALL

ASTM-A123

BE PLACED

AFTER

TO THE

FABshy

DESIGN

ALUMINUM J


18 ALUMINUM PANEL




DETAILS

CHANNEL





I 1

12


1~ cJj J z

II)

) 1middotTI1

6 J 12~ i II



19


3 Hlnshy6 Mox



12

12

ATTACHMENT ltES-2


ATTACHED TD





TO SIGN PANELgt




GRDUND SIGNS IN_Y



And Bolt




318-16 UNC

Serroted Surfoce

f ~~

l--916-


58

1111111

1------1 34-------1

Lock NuT





1 38

D1 364~


u 10-0

9 Border RodiUs

3-6 ------X----1



4-0









+-H--E X IT rt-irt------ -

I I I I

I I I I

+++-~__ __

~ for nur~loers


E5-1A


lt3

- 85 ---j

~ ~ I ~ B ALIJMINUM

i i7i 8




r--134---j

15jJ2 ~_L f---------r

te----J1 bull


SHIM DETAIL

GRADE




PL THICKNESS= T2 A

I dU rf ~a~ f



~Tho ~l



TORQUE 4501


18 X 18

18 X 21

V10 X 22


TORQUE 7501

6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26

12 X 26

12 X 30 8 2r 1 i 5 ~middot if 1 3

4 Pi ~ 112 X 40









J8 X 18 4 2f tf sf 2r 1f f fl r r 327


393










lEIjfH STUB PRDJ

DR s~(T


~~

16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6

18 X 18 2-6 3 2-0 I 6 7-0 2-3 6

t8 X 21 2-6 3 2-D I 7 8-0 2-6 6

110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6

110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6

12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6

12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6

112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6

S 4 X 77 1-6 3f 1-6 I 5 4-0

S5X100 1-6 3f 1-6 I 5 5-0



24

POST WEIGHT DATA

POST lEIGHT DATA


S4 X 77 961 LB S5 X 100 1226 LB




IXZ w~~




~ 0

IampJ LaJ v

I 1shylJ z LaJ J

1shy(I) [J D

I

~ z LaJ J

1shy(1) [J 0


POST EIGHT DATA





FOR



25I smiddotl


-r

-c

c -

0

4

amp 3

1==1--r

P----I -I

~ 4 (Nom )-- 1079ftbull


1

l



~See Page 22 For

smiddot

t 2 or

2-6

l_

2 bull min

7 min










--i~4-~ bull


t


I) m



CHANNEL



Flcnge

SIDE VIEv

tmE




FUSE PLATE DETAIL


~POST








29 ~

lJW


~~



t-DIRECTIDN c

a[]f TRAFFIC

-siGN PCST


tJ v

[]4 ffi~~ ~~4




3 316if ltTYP

12 BEVELgt

932middot--~~-+~shy

ltTYP)

41PL X 58 X 8 121



SHOULDER THAT

AND SHOVN

PROCEDE

DURE BASE







30

TYP

TYP


1---shy SIGN


r lJ z w J

[J a

STUB ltSEE

TOP OF

POST

PLATE PAGE 22




~~--+--4--~+-----~


A D

SIGN

NOTE


THICKNESS-116

A2

_________


12 -~316

12 -~ 316



-~3 3116 ~




1121 )( 31 WIVt

Dlllenslon

4 ~~t Uls


A

sf 6f 7f

B

7f 9f 1of

c D

1

lf 1t

3f 4 4f

E

y 4

f f

F

6f 8

ar

T

r 1 1




runs ~

oreo -1

hex

12

~8


-Stub Post

D6 8c DD6









32




D~ SIGN

HEIGHT 5aDIA BOLT


8 D

69 4

90 6

111 8



U-BOLT DETAIL


33


1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2


-------$ OF LENGTH

11 1 16WIDE X 24 LG



OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A




SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES











~) (Jn8)




12651 to 1400 48 14-0 16-8to 2991 30 8-0 12-16 14001 to 1540 48 15-0 14-9~911 to 329 36 7-6 8-7






~101 to 372 30 8-6 5001 to 604 36 10-0 10-18 721 to 439 36 8-6 6041 to 718 36 11-0 12-8


21821 to 2392 54 18-6 24-18 23921to 2615 60 18-0 42-16



17



~--------------------~

~ BOSTON


Line - shy


cl



STEEL


SHALL NOTED

BOTTOM

BE

OF

GALVANIZED

THE FOOTING

AS

S

PER

HALL

ASTM-A123

BE PLACED

AFTER

TO THE

FABshy

DESIGN

ALUMINUM J


18 ALUMINUM PANEL




DETAILS

CHANNEL





I 1

12


1~ cJj J z

II)

) 1middotTI1

6 J 12~ i II



19


3 Hlnshy6 Mox



12

12

ATTACHMENT ltES-2


ATTACHED TD





TO SIGN PANELgt




GRDUND SIGNS IN_Y



And Bolt




318-16 UNC

Serroted Surfoce

f ~~

l--916-


58

1111111

1------1 34-------1

Lock NuT





1 38

D1 364~


u 10-0

9 Border RodiUs

3-6 ------X----1



4-0









+-H--E X IT rt-irt------ -

I I I I

I I I I

+++-~__ __

~ for nur~loers


E5-1A


lt3

- 85 ---j

~ ~ I ~ B ALIJMINUM

i i7i 8




r--134---j

15jJ2 ~_L f---------r

te----J1 bull


SHIM DETAIL

GRADE




PL THICKNESS= T2 A

I dU rf ~a~ f



~Tho ~l



TORQUE 4501


18 X 18

18 X 21

V10 X 22


TORQUE 7501

6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26

12 X 26

12 X 30 8 2r 1 i 5 ~middot if 1 3

4 Pi ~ 112 X 40









J8 X 18 4 2f tf sf 2r 1f f fl r r 327


393










lEIjfH STUB PRDJ

DR s~(T


~~

16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6

18 X 18 2-6 3 2-0 I 6 7-0 2-3 6

t8 X 21 2-6 3 2-D I 7 8-0 2-6 6

110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6

110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6

12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6

12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6

112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6

S 4 X 77 1-6 3f 1-6 I 5 4-0

S5X100 1-6 3f 1-6 I 5 5-0



24

POST WEIGHT DATA

POST lEIGHT DATA


S4 X 77 961 LB S5 X 100 1226 LB




IXZ w~~




~ 0

IampJ LaJ v

I 1shylJ z LaJ J

1shy(I) [J D

I

~ z LaJ J

1shy(1) [J 0


POST EIGHT DATA





FOR



25I smiddotl


-r

-c

c -

0

4

amp 3

1==1--r

P----I -I

~ 4 (Nom )-- 1079ftbull


1

l



~See Page 22 For

smiddot

t 2 or

2-6

l_

2 bull min

7 min










--i~4-~ bull


t


I) m



CHANNEL



Flcnge

SIDE VIEv

tmE




FUSE PLATE DETAIL


~POST








29 ~

lJW


~~



t-DIRECTIDN c

a[]f TRAFFIC

-siGN PCST


tJ v

[]4 ffi~~ ~~4




3 316if ltTYP

12 BEVELgt

932middot--~~-+~shy

ltTYP)

41PL X 58 X 8 121



SHOULDER THAT

AND SHOVN

PROCEDE

DURE BASE







30

TYP

TYP


1---shy SIGN


r lJ z w J

[J a

STUB ltSEE

TOP OF

POST

PLATE PAGE 22




~~--+--4--~+-----~


A D

SIGN

NOTE


THICKNESS-116

A2

_________


12 -~316

12 -~ 316



-~3 3116 ~




1121 )( 31 WIVt

Dlllenslon

4 ~~t Uls


A

sf 6f 7f

B

7f 9f 1of

c D

1

lf 1t

3f 4 4f

E

y 4

f f

F

6f 8

ar

T

r 1 1




runs ~

oreo -1

hex

12

~8


-Stub Post

D6 8c DD6









32




D~ SIGN

HEIGHT 5aDIA BOLT


8 D

69 4

90 6

111 8



U-BOLT DETAIL


33


1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2


-------$ OF LENGTH

11 1 16WIDE X 24 LG



OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A




SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








17



~--------------------~

~ BOSTON


Line - shy


cl



STEEL


SHALL NOTED

BOTTOM

BE

OF

GALVANIZED

THE FOOTING

AS

S

PER

HALL

ASTM-A123

BE PLACED

AFTER

TO THE

FABshy

DESIGN

ALUMINUM J


18 ALUMINUM PANEL




DETAILS

CHANNEL





I 1

12


1~ cJj J z

II)

) 1middotTI1

6 J 12~ i II



19


3 Hlnshy6 Mox



12

12

ATTACHMENT ltES-2


ATTACHED TD





TO SIGN PANELgt




GRDUND SIGNS IN_Y



And Bolt




318-16 UNC

Serroted Surfoce

f ~~

l--916-


58

1111111

1------1 34-------1

Lock NuT





1 38

D1 364~


u 10-0

9 Border RodiUs

3-6 ------X----1



4-0









+-H--E X IT rt-irt------ -

I I I I

I I I I

+++-~__ __

~ for nur~loers


E5-1A


lt3

- 85 ---j

~ ~ I ~ B ALIJMINUM

i i7i 8




r--134---j

15jJ2 ~_L f---------r

te----J1 bull


SHIM DETAIL

GRADE




PL THICKNESS= T2 A

I dU rf ~a~ f



~Tho ~l



TORQUE 4501


18 X 18

18 X 21

V10 X 22


TORQUE 7501

6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26

12 X 26

12 X 30 8 2r 1 i 5 ~middot if 1 3

4 Pi ~ 112 X 40









J8 X 18 4 2f tf sf 2r 1f f fl r r 327


393










lEIjfH STUB PRDJ

DR s~(T


~~

16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6

18 X 18 2-6 3 2-0 I 6 7-0 2-3 6

t8 X 21 2-6 3 2-D I 7 8-0 2-6 6

110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6

110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6

12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6

12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6

112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6

S 4 X 77 1-6 3f 1-6 I 5 4-0

S5X100 1-6 3f 1-6 I 5 5-0



24

POST WEIGHT DATA

POST lEIGHT DATA


S4 X 77 961 LB S5 X 100 1226 LB




IXZ w~~




~ 0

IampJ LaJ v

I 1shylJ z LaJ J

1shy(I) [J D

I

~ z LaJ J

1shy(1) [J 0


POST EIGHT DATA





FOR



25I smiddotl


-r

-c

c -

0

4

amp 3

1==1--r

P----I -I

~ 4 (Nom )-- 1079ftbull


1

l



~See Page 22 For

smiddot

t 2 or

2-6

l_

2 bull min

7 min










--i~4-~ bull


t


I) m



CHANNEL



Flcnge

SIDE VIEv

tmE




FUSE PLATE DETAIL


~POST








29 ~

lJW


~~



t-DIRECTIDN c

a[]f TRAFFIC

-siGN PCST


tJ v

[]4 ffi~~ ~~4




3 316if ltTYP

12 BEVELgt

932middot--~~-+~shy

ltTYP)

41PL X 58 X 8 121



SHOULDER THAT

AND SHOVN

PROCEDE

DURE BASE







30

TYP

TYP


1---shy SIGN


r lJ z w J

[J a

STUB ltSEE

TOP OF

POST

PLATE PAGE 22




~~--+--4--~+-----~


A D

SIGN

NOTE


THICKNESS-116

A2

_________


12 -~316

12 -~ 316



-~3 3116 ~




1121 )( 31 WIVt

Dlllenslon

4 ~~t Uls


A

sf 6f 7f

B

7f 9f 1of

c D

1

lf 1t

3f 4 4f

E

y 4

f f

F

6f 8

ar

T

r 1 1




runs ~

oreo -1

hex

12

~8


-Stub Post

D6 8c DD6









32




D~ SIGN

HEIGHT 5aDIA BOLT


8 D

69 4

90 6

111 8



U-BOLT DETAIL


33


1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2


-------$ OF LENGTH

11 1 16WIDE X 24 LG



OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A




SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








18 ALUMINUM PANEL




DETAILS

CHANNEL





I 1

12


1~ cJj J z

II)

) 1middotTI1

6 J 12~ i II



19


3 Hlnshy6 Mox



12

12

ATTACHMENT ltES-2


ATTACHED TD





TO SIGN PANELgt




GRDUND SIGNS IN_Y



And Bolt




318-16 UNC

Serroted Surfoce

f ~~

l--916-


58

1111111

1------1 34-------1

Lock NuT





1 38

D1 364~


u 10-0

9 Border RodiUs

3-6 ------X----1



4-0









+-H--E X IT rt-irt------ -

I I I I

I I I I

+++-~__ __

~ for nur~loers


E5-1A


lt3

- 85 ---j

~ ~ I ~ B ALIJMINUM

i i7i 8




r--134---j

15jJ2 ~_L f---------r

te----J1 bull


SHIM DETAIL

GRADE




PL THICKNESS= T2 A

I dU rf ~a~ f



~Tho ~l



TORQUE 4501


18 X 18

18 X 21

V10 X 22


TORQUE 7501

6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26

12 X 26

12 X 30 8 2r 1 i 5 ~middot if 1 3

4 Pi ~ 112 X 40









J8 X 18 4 2f tf sf 2r 1f f fl r r 327


393










lEIjfH STUB PRDJ

DR s~(T


~~

16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6

18 X 18 2-6 3 2-0 I 6 7-0 2-3 6

t8 X 21 2-6 3 2-D I 7 8-0 2-6 6

110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6

110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6

12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6

12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6

112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6

S 4 X 77 1-6 3f 1-6 I 5 4-0

S5X100 1-6 3f 1-6 I 5 5-0



24

POST WEIGHT DATA

POST lEIGHT DATA


S4 X 77 961 LB S5 X 100 1226 LB




IXZ w~~




~ 0

IampJ LaJ v

I 1shylJ z LaJ J

1shy(I) [J D

I

~ z LaJ J

1shy(1) [J 0


POST EIGHT DATA





FOR



25I smiddotl


-r

-c

c -

0

4

amp 3

1==1--r

P----I -I

~ 4 (Nom )-- 1079ftbull


1

l



~See Page 22 For

smiddot

t 2 or

2-6

l_

2 bull min

7 min










--i~4-~ bull


t


I) m



CHANNEL



Flcnge

SIDE VIEv

tmE




FUSE PLATE DETAIL


~POST








29 ~

lJW


~~



t-DIRECTIDN c

a[]f TRAFFIC

-siGN PCST


tJ v

[]4 ffi~~ ~~4




3 316if ltTYP

12 BEVELgt

932middot--~~-+~shy

ltTYP)

41PL X 58 X 8 121



SHOULDER THAT

AND SHOVN

PROCEDE

DURE BASE







30

TYP

TYP


1---shy SIGN


r lJ z w J

[J a

STUB ltSEE

TOP OF

POST

PLATE PAGE 22




~~--+--4--~+-----~


A D

SIGN

NOTE


THICKNESS-116

A2

_________


12 -~316

12 -~ 316



-~3 3116 ~




1121 )( 31 WIVt

Dlllenslon

4 ~~t Uls


A

sf 6f 7f

B

7f 9f 1of

c D

1

lf 1t

3f 4 4f

E

y 4

f f

F

6f 8

ar

T

r 1 1




runs ~

oreo -1

hex

12

~8


-Stub Post

D6 8c DD6









32




D~ SIGN

HEIGHT 5aDIA BOLT


8 D

69 4

90 6

111 8



U-BOLT DETAIL


33


1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2


-------$ OF LENGTH

11 1 16WIDE X 24 LG



OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A




SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








19


3 Hlnshy6 Mox



12

12

ATTACHMENT ltES-2


ATTACHED TD





TO SIGN PANELgt




GRDUND SIGNS IN_Y



And Bolt




318-16 UNC

Serroted Surfoce

f ~~

l--916-


58

1111111

1------1 34-------1

Lock NuT





1 38

D1 364~


u 10-0

9 Border RodiUs

3-6 ------X----1



4-0









+-H--E X IT rt-irt------ -

I I I I

I I I I

+++-~__ __

~ for nur~loers


E5-1A


lt3

- 85 ---j

~ ~ I ~ B ALIJMINUM

i i7i 8




r--134---j

15jJ2 ~_L f---------r

te----J1 bull


SHIM DETAIL

GRADE




PL THICKNESS= T2 A

I dU rf ~a~ f



~Tho ~l



TORQUE 4501


18 X 18

18 X 21

V10 X 22


TORQUE 7501

6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26

12 X 26

12 X 30 8 2r 1 i 5 ~middot if 1 3

4 Pi ~ 112 X 40









J8 X 18 4 2f tf sf 2r 1f f fl r r 327


393










lEIjfH STUB PRDJ

DR s~(T


~~

16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6

18 X 18 2-6 3 2-0 I 6 7-0 2-3 6

t8 X 21 2-6 3 2-D I 7 8-0 2-6 6

110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6

110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6

12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6

12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6

112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6

S 4 X 77 1-6 3f 1-6 I 5 4-0

S5X100 1-6 3f 1-6 I 5 5-0



24

POST WEIGHT DATA

POST lEIGHT DATA


S4 X 77 961 LB S5 X 100 1226 LB




IXZ w~~




~ 0

IampJ LaJ v

I 1shylJ z LaJ J

1shy(I) [J D

I

~ z LaJ J

1shy(1) [J 0


POST EIGHT DATA





FOR



25I smiddotl


-r

-c

c -

0

4

amp 3

1==1--r

P----I -I

~ 4 (Nom )-- 1079ftbull


1

l



~See Page 22 For

smiddot

t 2 or

2-6

l_

2 bull min

7 min










--i~4-~ bull


t


I) m



CHANNEL



Flcnge

SIDE VIEv

tmE




FUSE PLATE DETAIL


~POST








29 ~

lJW


~~



t-DIRECTIDN c

a[]f TRAFFIC

-siGN PCST


tJ v

[]4 ffi~~ ~~4




3 316if ltTYP

12 BEVELgt

932middot--~~-+~shy

ltTYP)

41PL X 58 X 8 121



SHOULDER THAT

AND SHOVN

PROCEDE

DURE BASE







30

TYP

TYP


1---shy SIGN


r lJ z w J

[J a

STUB ltSEE

TOP OF

POST

PLATE PAGE 22




~~--+--4--~+-----~


A D

SIGN

NOTE


THICKNESS-116

A2

_________


12 -~316

12 -~ 316



-~3 3116 ~




1121 )( 31 WIVt

Dlllenslon

4 ~~t Uls


A

sf 6f 7f

B

7f 9f 1of

c D

1

lf 1t

3f 4 4f

E

y 4

f f

F

6f 8

ar

T

r 1 1




runs ~

oreo -1

hex

12

~8


-Stub Post

D6 8c DD6









32




D~ SIGN

HEIGHT 5aDIA BOLT


8 D

69 4

90 6

111 8



U-BOLT DETAIL


33


1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2


-------$ OF LENGTH

11 1 16WIDE X 24 LG



OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A




SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES









318-16 UNC

Serroted Surfoce

f ~~

l--916-


58

1111111

1------1 34-------1

Lock NuT





1 38

D1 364~


u 10-0

9 Border RodiUs

3-6 ------X----1



4-0









+-H--E X IT rt-irt------ -

I I I I

I I I I

+++-~__ __

~ for nur~loers


E5-1A


lt3

- 85 ---j

~ ~ I ~ B ALIJMINUM

i i7i 8




r--134---j

15jJ2 ~_L f---------r

te----J1 bull


SHIM DETAIL

GRADE




PL THICKNESS= T2 A

I dU rf ~a~ f



~Tho ~l



TORQUE 4501


18 X 18

18 X 21

V10 X 22


TORQUE 7501

6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26

12 X 26

12 X 30 8 2r 1 i 5 ~middot if 1 3

4 Pi ~ 112 X 40









J8 X 18 4 2f tf sf 2r 1f f fl r r 327


393










lEIjfH STUB PRDJ

DR s~(T


~~

16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6

18 X 18 2-6 3 2-0 I 6 7-0 2-3 6

t8 X 21 2-6 3 2-D I 7 8-0 2-6 6

110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6

110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6

12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6

12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6

112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6

S 4 X 77 1-6 3f 1-6 I 5 4-0

S5X100 1-6 3f 1-6 I 5 5-0



24

POST WEIGHT DATA

POST lEIGHT DATA


S4 X 77 961 LB S5 X 100 1226 LB




IXZ w~~




~ 0

IampJ LaJ v

I 1shylJ z LaJ J

1shy(I) [J D

I

~ z LaJ J

1shy(1) [J 0


POST EIGHT DATA





FOR



25I smiddotl


-r

-c

c -

0

4

amp 3

1==1--r

P----I -I

~ 4 (Nom )-- 1079ftbull


1

l



~See Page 22 For

smiddot

t 2 or

2-6

l_

2 bull min

7 min










--i~4-~ bull


t


I) m



CHANNEL



Flcnge

SIDE VIEv

tmE




FUSE PLATE DETAIL


~POST








29 ~

lJW


~~



t-DIRECTIDN c

a[]f TRAFFIC

-siGN PCST


tJ v

[]4 ffi~~ ~~4




3 316if ltTYP

12 BEVELgt

932middot--~~-+~shy

ltTYP)

41PL X 58 X 8 121



SHOULDER THAT

AND SHOVN

PROCEDE

DURE BASE







30

TYP

TYP


1---shy SIGN


r lJ z w J

[J a

STUB ltSEE

TOP OF

POST

PLATE PAGE 22




~~--+--4--~+-----~


A D

SIGN

NOTE


THICKNESS-116

A2

_________


12 -~316

12 -~ 316



-~3 3116 ~




1121 )( 31 WIVt

Dlllenslon

4 ~~t Uls


A

sf 6f 7f

B

7f 9f 1of

c D

1

lf 1t

3f 4 4f

E

y 4

f f

F

6f 8

ar

T

r 1 1




runs ~

oreo -1

hex

12

~8


-Stub Post

D6 8c DD6









32




D~ SIGN

HEIGHT 5aDIA BOLT


8 D

69 4

90 6

111 8



U-BOLT DETAIL


33


1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2


-------$ OF LENGTH

11 1 16WIDE X 24 LG



OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A




SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES









u 10-0

9 Border RodiUs

3-6 ------X----1



4-0









+-H--E X IT rt-irt------ -

I I I I

I I I I

+++-~__ __

~ for nur~loers


E5-1A


lt3

- 85 ---j

~ ~ I ~ B ALIJMINUM

i i7i 8




r--134---j

15jJ2 ~_L f---------r

te----J1 bull


SHIM DETAIL

GRADE




PL THICKNESS= T2 A

I dU rf ~a~ f



~Tho ~l



TORQUE 4501


18 X 18

18 X 21

V10 X 22


TORQUE 7501

6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26

12 X 26

12 X 30 8 2r 1 i 5 ~middot if 1 3

4 Pi ~ 112 X 40









J8 X 18 4 2f tf sf 2r 1f f fl r r 327


393










lEIjfH STUB PRDJ

DR s~(T


~~

16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6

18 X 18 2-6 3 2-0 I 6 7-0 2-3 6

t8 X 21 2-6 3 2-D I 7 8-0 2-6 6

110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6

110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6

12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6

12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6

112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6

S 4 X 77 1-6 3f 1-6 I 5 4-0

S5X100 1-6 3f 1-6 I 5 5-0



24

POST WEIGHT DATA

POST lEIGHT DATA


S4 X 77 961 LB S5 X 100 1226 LB




IXZ w~~




~ 0

IampJ LaJ v

I 1shylJ z LaJ J

1shy(I) [J D

I

~ z LaJ J

1shy(1) [J 0


POST EIGHT DATA





FOR



25I smiddotl


-r

-c

c -

0

4

amp 3

1==1--r

P----I -I

~ 4 (Nom )-- 1079ftbull


1

l



~See Page 22 For

smiddot

t 2 or

2-6

l_

2 bull min

7 min










--i~4-~ bull


t


I) m



CHANNEL



Flcnge

SIDE VIEv

tmE




FUSE PLATE DETAIL


~POST








29 ~

lJW


~~



t-DIRECTIDN c

a[]f TRAFFIC

-siGN PCST


tJ v

[]4 ffi~~ ~~4




3 316if ltTYP

12 BEVELgt

932middot--~~-+~shy

ltTYP)

41PL X 58 X 8 121



SHOULDER THAT

AND SHOVN

PROCEDE

DURE BASE







30

TYP

TYP


1---shy SIGN


r lJ z w J

[J a

STUB ltSEE

TOP OF

POST

PLATE PAGE 22




~~--+--4--~+-----~


A D

SIGN

NOTE


THICKNESS-116

A2

_________


12 -~316

12 -~ 316



-~3 3116 ~




1121 )( 31 WIVt

Dlllenslon

4 ~~t Uls


A

sf 6f 7f

B

7f 9f 1of

c D

1

lf 1t

3f 4 4f

E

y 4

f f

F

6f 8

ar

T

r 1 1




runs ~

oreo -1

hex

12

~8


-Stub Post

D6 8c DD6









32




D~ SIGN

HEIGHT 5aDIA BOLT


8 D

69 4

90 6

111 8



U-BOLT DETAIL


33


1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2


-------$ OF LENGTH

11 1 16WIDE X 24 LG



OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A




SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








lt3

- 85 ---j

~ ~ I ~ B ALIJMINUM

i i7i 8




r--134---j

15jJ2 ~_L f---------r

te----J1 bull


SHIM DETAIL

GRADE




PL THICKNESS= T2 A

I dU rf ~a~ f



~Tho ~l



TORQUE 4501


18 X 18

18 X 21

V10 X 22


TORQUE 7501

6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26

12 X 26

12 X 30 8 2r 1 i 5 ~middot if 1 3

4 Pi ~ 112 X 40









J8 X 18 4 2f tf sf 2r 1f f fl r r 327


393










lEIjfH STUB PRDJ

DR s~(T


~~

16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6

18 X 18 2-6 3 2-0 I 6 7-0 2-3 6

t8 X 21 2-6 3 2-D I 7 8-0 2-6 6

110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6

110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6

12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6

12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6

112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6

S 4 X 77 1-6 3f 1-6 I 5 4-0

S5X100 1-6 3f 1-6 I 5 5-0



24

POST WEIGHT DATA

POST lEIGHT DATA


S4 X 77 961 LB S5 X 100 1226 LB




IXZ w~~




~ 0

IampJ LaJ v

I 1shylJ z LaJ J

1shy(I) [J D

I

~ z LaJ J

1shy(1) [J 0


POST EIGHT DATA





FOR



25I smiddotl


-r

-c

c -

0

4

amp 3

1==1--r

P----I -I

~ 4 (Nom )-- 1079ftbull


1

l



~See Page 22 For

smiddot

t 2 or

2-6

l_

2 bull min

7 min










--i~4-~ bull


t


I) m



CHANNEL



Flcnge

SIDE VIEv

tmE




FUSE PLATE DETAIL


~POST








29 ~

lJW


~~



t-DIRECTIDN c

a[]f TRAFFIC

-siGN PCST


tJ v

[]4 ffi~~ ~~4




3 316if ltTYP

12 BEVELgt

932middot--~~-+~shy

ltTYP)

41PL X 58 X 8 121



SHOULDER THAT

AND SHOVN

PROCEDE

DURE BASE







30

TYP

TYP


1---shy SIGN


r lJ z w J

[J a

STUB ltSEE

TOP OF

POST

PLATE PAGE 22




~~--+--4--~+-----~


A D

SIGN

NOTE


THICKNESS-116

A2

_________


12 -~316

12 -~ 316



-~3 3116 ~




1121 )( 31 WIVt

Dlllenslon

4 ~~t Uls


A

sf 6f 7f

B

7f 9f 1of

c D

1

lf 1t

3f 4 4f

E

y 4

f f

F

6f 8

ar

T

r 1 1




runs ~

oreo -1

hex

12

~8


-Stub Post

D6 8c DD6









32




D~ SIGN

HEIGHT 5aDIA BOLT


8 D

69 4

90 6

111 8



U-BOLT DETAIL


33


1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2


-------$ OF LENGTH

11 1 16WIDE X 24 LG



OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A




SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES









~Tho ~l



TORQUE 4501


18 X 18

18 X 21

V10 X 22


TORQUE 7501

6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26

12 X 26

12 X 30 8 2r 1 i 5 ~middot if 1 3

4 Pi ~ 112 X 40









J8 X 18 4 2f tf sf 2r 1f f fl r r 327


393










lEIjfH STUB PRDJ

DR s~(T


~~

16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6

18 X 18 2-6 3 2-0 I 6 7-0 2-3 6

t8 X 21 2-6 3 2-D I 7 8-0 2-6 6

110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6

110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6

12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6

12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6

112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6

S 4 X 77 1-6 3f 1-6 I 5 4-0

S5X100 1-6 3f 1-6 I 5 5-0



24

POST WEIGHT DATA

POST lEIGHT DATA


S4 X 77 961 LB S5 X 100 1226 LB




IXZ w~~




~ 0

IampJ LaJ v

I 1shylJ z LaJ J

1shy(I) [J D

I

~ z LaJ J

1shy(1) [J 0


POST EIGHT DATA





FOR



25I smiddotl


-r

-c

c -

0

4

amp 3

1==1--r

P----I -I

~ 4 (Nom )-- 1079ftbull


1

l



~See Page 22 For

smiddot

t 2 or

2-6

l_

2 bull min

7 min










--i~4-~ bull


t


I) m



CHANNEL



Flcnge

SIDE VIEv

tmE




FUSE PLATE DETAIL


~POST








29 ~

lJW


~~



t-DIRECTIDN c

a[]f TRAFFIC

-siGN PCST


tJ v

[]4 ffi~~ ~~4




3 316if ltTYP

12 BEVELgt

932middot--~~-+~shy

ltTYP)

41PL X 58 X 8 121



SHOULDER THAT

AND SHOVN

PROCEDE

DURE BASE







30

TYP

TYP


1---shy SIGN


r lJ z w J

[J a

STUB ltSEE

TOP OF

POST

PLATE PAGE 22




~~--+--4--~+-----~


A D

SIGN

NOTE


THICKNESS-116

A2

_________


12 -~316

12 -~ 316



-~3 3116 ~




1121 )( 31 WIVt

Dlllenslon

4 ~~t Uls


A

sf 6f 7f

B

7f 9f 1of

c D

1

lf 1t

3f 4 4f

E

y 4

f f

F

6f 8

ar

T

r 1 1




runs ~

oreo -1

hex

12

~8


-Stub Post

D6 8c DD6









32




D~ SIGN

HEIGHT 5aDIA BOLT


8 D

69 4

90 6

111 8



U-BOLT DETAIL


33


1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2


-------$ OF LENGTH

11 1 16WIDE X 24 LG



OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A




SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








24

POST WEIGHT DATA

POST lEIGHT DATA


S4 X 77 961 LB S5 X 100 1226 LB




IXZ w~~




~ 0

IampJ LaJ v

I 1shylJ z LaJ J

1shy(I) [J D

I

~ z LaJ J

1shy(1) [J 0


POST EIGHT DATA





FOR



25I smiddotl


-r

-c

c -

0

4

amp 3

1==1--r

P----I -I

~ 4 (Nom )-- 1079ftbull


1

l



~See Page 22 For

smiddot

t 2 or

2-6

l_

2 bull min

7 min










--i~4-~ bull


t


I) m



CHANNEL



Flcnge

SIDE VIEv

tmE




FUSE PLATE DETAIL


~POST








29 ~

lJW


~~



t-DIRECTIDN c

a[]f TRAFFIC

-siGN PCST


tJ v

[]4 ffi~~ ~~4




3 316if ltTYP

12 BEVELgt

932middot--~~-+~shy

ltTYP)

41PL X 58 X 8 121



SHOULDER THAT

AND SHOVN

PROCEDE

DURE BASE







30

TYP

TYP


1---shy SIGN


r lJ z w J

[J a

STUB ltSEE

TOP OF

POST

PLATE PAGE 22




~~--+--4--~+-----~


A D

SIGN

NOTE


THICKNESS-116

A2

_________


12 -~316

12 -~ 316



-~3 3116 ~




1121 )( 31 WIVt

Dlllenslon

4 ~~t Uls


A

sf 6f 7f

B

7f 9f 1of

c D

1

lf 1t

3f 4 4f

E

y 4

f f

F

6f 8

ar

T

r 1 1




runs ~

oreo -1

hex

12

~8


-Stub Post

D6 8c DD6









32




D~ SIGN

HEIGHT 5aDIA BOLT


8 D

69 4

90 6

111 8



U-BOLT DETAIL


33


1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2


-------$ OF LENGTH

11 1 16WIDE X 24 LG



OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A




SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








25I smiddotl


-r

-c

c -

0

4

amp 3

1==1--r

P----I -I

~ 4 (Nom )-- 1079ftbull


1

l



~See Page 22 For

smiddot

t 2 or

2-6

l_

2 bull min

7 min










--i~4-~ bull


t


I) m



CHANNEL



Flcnge

SIDE VIEv

tmE




FUSE PLATE DETAIL


~POST








29 ~

lJW


~~



t-DIRECTIDN c

a[]f TRAFFIC

-siGN PCST


tJ v

[]4 ffi~~ ~~4




3 316if ltTYP

12 BEVELgt

932middot--~~-+~shy

ltTYP)

41PL X 58 X 8 121



SHOULDER THAT

AND SHOVN

PROCEDE

DURE BASE







30

TYP

TYP


1---shy SIGN


r lJ z w J

[J a

STUB ltSEE

TOP OF

POST

PLATE PAGE 22




~~--+--4--~+-----~


A D

SIGN

NOTE


THICKNESS-116

A2

_________


12 -~316

12 -~ 316



-~3 3116 ~




1121 )( 31 WIVt

Dlllenslon

4 ~~t Uls


A

sf 6f 7f

B

7f 9f 1of

c D

1

lf 1t

3f 4 4f

E

y 4

f f

F

6f 8

ar

T

r 1 1




runs ~

oreo -1

hex

12

~8


-Stub Post

D6 8c DD6









32




D~ SIGN

HEIGHT 5aDIA BOLT


8 D

69 4

90 6

111 8



U-BOLT DETAIL


33


1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2


-------$ OF LENGTH

11 1 16WIDE X 24 LG



OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A




SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES













--i~4-~ bull


t


I) m



CHANNEL



Flcnge

SIDE VIEv

tmE




FUSE PLATE DETAIL


~POST








29 ~

lJW


~~



t-DIRECTIDN c

a[]f TRAFFIC

-siGN PCST


tJ v

[]4 ffi~~ ~~4




3 316if ltTYP

12 BEVELgt

932middot--~~-+~shy

ltTYP)

41PL X 58 X 8 121



SHOULDER THAT

AND SHOVN

PROCEDE

DURE BASE







30

TYP

TYP


1---shy SIGN


r lJ z w J

[J a

STUB ltSEE

TOP OF

POST

PLATE PAGE 22




~~--+--4--~+-----~


A D

SIGN

NOTE


THICKNESS-116

A2

_________


12 -~316

12 -~ 316



-~3 3116 ~




1121 )( 31 WIVt

Dlllenslon

4 ~~t Uls


A

sf 6f 7f

B

7f 9f 1of

c D

1

lf 1t

3f 4 4f

E

y 4

f f

F

6f 8

ar

T

r 1 1




runs ~

oreo -1

hex

12

~8


-Stub Post

D6 8c DD6









32




D~ SIGN

HEIGHT 5aDIA BOLT


8 D

69 4

90 6

111 8



U-BOLT DETAIL


33


1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2


-------$ OF LENGTH

11 1 16WIDE X 24 LG



OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A




SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES










CHANNEL



Flcnge

SIDE VIEv

tmE




FUSE PLATE DETAIL


~POST








29 ~

lJW


~~



t-DIRECTIDN c

a[]f TRAFFIC

-siGN PCST


tJ v

[]4 ffi~~ ~~4




3 316if ltTYP

12 BEVELgt

932middot--~~-+~shy

ltTYP)

41PL X 58 X 8 121



SHOULDER THAT

AND SHOVN

PROCEDE

DURE BASE







30

TYP

TYP


1---shy SIGN


r lJ z w J

[J a

STUB ltSEE

TOP OF

POST

PLATE PAGE 22




~~--+--4--~+-----~


A D

SIGN

NOTE


THICKNESS-116

A2

_________


12 -~316

12 -~ 316



-~3 3116 ~




1121 )( 31 WIVt

Dlllenslon

4 ~~t Uls


A

sf 6f 7f

B

7f 9f 1of

c D

1

lf 1t

3f 4 4f

E

y 4

f f

F

6f 8

ar

T

r 1 1




runs ~

oreo -1

hex

12

~8


-Stub Post

D6 8c DD6









32




D~ SIGN

HEIGHT 5aDIA BOLT


8 D

69 4

90 6

111 8



U-BOLT DETAIL


33


1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2


-------$ OF LENGTH

11 1 16WIDE X 24 LG



OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A




SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES









~POST








29 ~

lJW


~~



t-DIRECTIDN c

a[]f TRAFFIC

-siGN PCST


tJ v

[]4 ffi~~ ~~4




3 316if ltTYP

12 BEVELgt

932middot--~~-+~shy

ltTYP)

41PL X 58 X 8 121



SHOULDER THAT

AND SHOVN

PROCEDE

DURE BASE







30

TYP

TYP


1---shy SIGN


r lJ z w J

[J a

STUB ltSEE

TOP OF

POST

PLATE PAGE 22




~~--+--4--~+-----~


A D

SIGN

NOTE


THICKNESS-116

A2

_________


12 -~316

12 -~ 316



-~3 3116 ~




1121 )( 31 WIVt

Dlllenslon

4 ~~t Uls


A

sf 6f 7f

B

7f 9f 1of

c D

1

lf 1t

3f 4 4f

E

y 4

f f

F

6f 8

ar

T

r 1 1




runs ~

oreo -1

hex

12

~8


-Stub Post

D6 8c DD6









32




D~ SIGN

HEIGHT 5aDIA BOLT


8 D

69 4

90 6

111 8



U-BOLT DETAIL


33


1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2


-------$ OF LENGTH

11 1 16WIDE X 24 LG



OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A




SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








29 ~

lJW


~~



t-DIRECTIDN c

a[]f TRAFFIC

-siGN PCST


tJ v

[]4 ffi~~ ~~4




3 316if ltTYP

12 BEVELgt

932middot--~~-+~shy

ltTYP)

41PL X 58 X 8 121



SHOULDER THAT

AND SHOVN

PROCEDE

DURE BASE







30

TYP

TYP


1---shy SIGN


r lJ z w J

[J a

STUB ltSEE

TOP OF

POST

PLATE PAGE 22




~~--+--4--~+-----~


A D

SIGN

NOTE


THICKNESS-116

A2

_________


12 -~316

12 -~ 316



-~3 3116 ~




1121 )( 31 WIVt

Dlllenslon

4 ~~t Uls


A

sf 6f 7f

B

7f 9f 1of

c D

1

lf 1t

3f 4 4f

E

y 4

f f

F

6f 8

ar

T

r 1 1




runs ~

oreo -1

hex

12

~8


-Stub Post

D6 8c DD6









32




D~ SIGN

HEIGHT 5aDIA BOLT


8 D

69 4

90 6

111 8



U-BOLT DETAIL


33


1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2


-------$ OF LENGTH

11 1 16WIDE X 24 LG



OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A




SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








30

TYP

TYP


1---shy SIGN


r lJ z w J

[J a

STUB ltSEE

TOP OF

POST

PLATE PAGE 22




~~--+--4--~+-----~


A D

SIGN

NOTE


THICKNESS-116

A2

_________


12 -~316

12 -~ 316



-~3 3116 ~




1121 )( 31 WIVt

Dlllenslon

4 ~~t Uls


A

sf 6f 7f

B

7f 9f 1of

c D

1

lf 1t

3f 4 4f

E

y 4

f f

F

6f 8

ar

T

r 1 1




runs ~

oreo -1

hex

12

~8


-Stub Post

D6 8c DD6









32




D~ SIGN

HEIGHT 5aDIA BOLT


8 D

69 4

90 6

111 8



U-BOLT DETAIL


33


1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2


-------$ OF LENGTH

11 1 16WIDE X 24 LG



OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A




SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES









-~3 3116 ~




1121 )( 31 WIVt

Dlllenslon

4 ~~t Uls


A

sf 6f 7f

B

7f 9f 1of

c D

1

lf 1t

3f 4 4f

E

y 4

f f

F

6f 8

ar

T

r 1 1




runs ~

oreo -1

hex

12

~8


-Stub Post

D6 8c DD6









32




D~ SIGN

HEIGHT 5aDIA BOLT


8 D

69 4

90 6

111 8



U-BOLT DETAIL


33


1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2


-------$ OF LENGTH

11 1 16WIDE X 24 LG



OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A




SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








32




D~ SIGN

HEIGHT 5aDIA BOLT


8 D

69 4

90 6

111 8



U-BOLT DETAIL


33


1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2


-------$ OF LENGTH

11 1 16WIDE X 24 LG



OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A




SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








33


1 I

1

l

SAME HEIGHT

AS SIGN ----411shy

I

4X31 X 1 Z BAR 16 4

ALUMINUM

r

11158

6 L I Lo421

2


-------$ OF LENGTH

11 1 16WIDE X 24 LG



OVERHEAD

SLOTIED HOLES

SPACED 12 ON

CENTER AS

REQD

SUPPORT (CONTD)

TYPE A




SAME AS ABOVE

I

34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








34

With w[houTTab

I

~ East of long


est of Long


Elevation

~---------------- 10 ----------------~


4 OR 5

6

2 or

2-6

3 ~-----+-~-------------------------------r-_l__



Steel Pipe-1462Vft



I I LJ

r- 2 __

Double D-6 with D-8




I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES











I

TOP VIEW


516 Weld



FRONT VIEW





~ ~ 41D Weld 4

TOP VIEW

~~r---~----27------------4_____ 5 5---

0 0




for PI ywood Panel


FRONT VIEW


36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








36

1-4---------- 7 ---------t

f (


3 18 x 12 Hex


-L-4-L--1 T ~lro

--+------ _l


1-EP-11 11-EP-II


15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








15 Iamp

15 13 14 1

13 11 11 r

11 ho

1

D 7 8

7 5 6 1

5 3 4

3 2

4

1VIO POS1S 1

r- f r-

r-

r--

6

i- ~1 -l

-- r- ~c

L fj

6

1 1

~ ~ 4

lt 1-~

L v 5 [ r-- fllt

1_ ~

-- middot

Llt ~

L - =6 r- - L~l~-r

Ishy r--- ~ ~


~ ~ r- r- 1- ~ 9

--


I-shyI-shy

_ shy 1--tshy-rshy


10 12 ~ 14 ~-16 ~-

-- r--shy

~-

1HREE POSTS


r- Ishy ~ omiddot

-r-_L ~I~ 1-- rshy



- ~ fS -


r-- t-shy w J) JC -

18 20 22 24 26 28

Ukx~middotll-0 TD

8





Vol -J

15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








15 16

I I I 1

1 15 13 14

1 13 11 12 1

~

11 ~ 10

9 7 8 ~

7 5 6 - 5 3 4

~3JJ2 2 4 6

TWO POS15

l

~(I

I 1~I-i ~


[

[

- rc -

1- [ 9 r-

r- r--

(~

[10 1- -

-




1shy --rshy -r

8 10 12 14 16 18

SIGN WIDTH IN FEET



t

r--

1shy

-shyr-

THREE POSJS

I- ~ ~- ~p

- I---

1shyr-- rJr r--rshy

I---


r- _ r-shy --1--


-- 1-1shy - r-1-shy

20 22

24

26 28


APPROVED




(N ())

II









w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES
















w 0

40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








40


2N2N

7

VARIES


6 N -----ill~

6u FroM Surfoce

Holes

5



BE

PINE

41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








41


AT D

MATCH LINE A

36x36


12 LANE WIDTH


750 SHORTER ~ 36x36


750 END


12 LANE wIDTH


LANE LINE

36x36I 300 I

MATCH LINE A

36x36

42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








42

w z _J

w lJ Q w v

100

CLIMBING LANES


R4-1

J L D ~ reg w

~ a

Q ~ 100 100 a

CREST OF HILL

Qw a z 100D 100N



w z J

w lJ ~ w



--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








--

43

BEYOND MATURE

DD

FACE OF FOOTING


5--r------20--+---1---1


EDGE TRAVELED VAY




2 GRDvTH) ru

0

SUPPORT


ct FOOTING

2













PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES



















PER ASTM-A153


4-0

--t 34gtlt1 34

2-0


4-0

0 0

2-0 0

0 0 0


DIOIIeter 7 16


J______ 0

P-5 TELESCOPIC POST










NOTESbull




-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








-- ----

7bull-obull

P5

DR



Qj c J Q shyl u

shy0

shyQj

0 J (1

POST ASSEMBLY

APPROVED ALTERNATE

4-0


Qj c J Qshyl u shy0

shy~ 0 J (I)

~ 0

Qj CJ)

w

TYPICAL AREA UP



~ 34 Plywood


ALTERNATE

7-obull 8-0 MAX




~ U1

R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








R

5 I6t

t 13 fb

-

1sect

L 1~middot

if Self locking




1

I


-1 p~~


47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








47







~ d A

d

0

0

0

0

0

0

0

0

0

0

0

0

0

bull








~TOP OF GRADE


A

48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








48


SIGN POST---shy


RETAINER SPACER

BASE POST

0 ~~ 0

STRAP -----shy

----shy

0 0

~~

49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








49



-~-1938-~-

5


1----------17125 REF------------1


50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








50


1--------20H ----1

516-18 UNC-BD

______ 1 34 ------


SIGN SIZE


CEZE-ERECT)

5 SF AND UNDER

1-2 LBFT





750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








750 -1938-+------4000 8562 1middot875

1000 11

375

-----t---------L-1--~ i fl I I J - I I f 375

~--------------17125 REF------------~


cn

52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








52

PLASTIC DRUMS

ITEM DESCRIPTION




NOTES








Date post:	28-Feb-2019
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Standard Drawings for Signs and Supports - Mass.Gov · COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF...

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