Attachment_B__Drawings.pdf

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Road Closures Gates, Lake Roosevelt NRA
Solicitation number
140P8322Q0074
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Text version

r

7A

-w1 r .'l}" I I) -

PLAN

i_!4A)

54"-----

See bill of materials on tratfic !/.ate (2 of 2} tor part

@)nam�;p) @

·5<. "'· .//

- - - - - - -1 �

I

Grade

WELDING SYMBOL LEGEND

�- We/cf alf arouncJ · R::= Weld around the perimeter Fillet weld

Center of qate ancJ road

DOUBLE GATE

ELEVATIO!V

l,.J

NOTES: S1'RIPING AND SIGNAGE DETAIL

1. Coat gate post and rails with a metal primer and 1 coat of high white rust proof paint.

�%i 'j/J�����;9vJ{r;%; �&i�:;1�1i;��;f= t�;/�;� �;;i:{;i�igt,!f,°J!i��jtfni��a�� i��}t1;�r;i�e:/j.-;7,�;f f�n horizontal gate rails; and have horiztonal stripes alternate red and white at 16-inch intervals measured vertically on vertical gate rails and post(!?). Begir1 tape 18-ioches abc?e road surface oz? the gale posL{s).

3. When directed by the CO, provide battery-operated red lights that can steadily illuminate when the gate is in the open position and flashes when the gate 1s in the closed position. Attach lights to the gate arm as ci1recteci by the CO.

4. Attach sub-tissemb!y slide to g,?te arm by ch.-,in. Att,?ch locking mcshanism to sub-assembly slide.

MIN

STATE

WA

PROJFCT

WA NP LARO

lGN 3),19( lf)7 1)

SUB-ASSEMBLY-SLIDE & LOCK

.--------- 26 f -G

SECTION A-A

./1'>1 26"x3"x4"x1/8" Rect. / ,,,,r I s~eel :ub 1g :lia.:

, / ./�j '0 iJ{l:1J:/;;Jr,;:

h

-·J ��/�q--� / /

:P' :;. Siu.Jd :;o>r. wk::: tvp, .,,,,, onen bo""om we1d

--i _J

PLAN VIEW

SHEET

!f'UMBER

2 1/2"

4'.,, .1/� ,/ "-. Break-away point 2 1/2" not in contnact-ffeld adjustment

[:1

· :r 8/.gOt;:'.> coordinate location with the co.

· · ·/3 ELEVATION

I . 11 ... / l__Drifl 2 1/4" o.d. holes in each face 1/2" ·- ·::::::::.J,,/' from center at breakaway point

-Wrap rezronrF/ec.rori/ed tapri around paste; and rr1ils (typ.)

NO SCALE

BASEPLATE ASSEMBLY

U.S. DEPARTMENT OF F•ANEPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDEfrf.L LfcNDS HICHWAS

EFl HD DrTAii

GATE, METAL

Sheet 1 of 3

DEF,!L

E619-.A.

u

DETAILS

Note: crs denotes co/cJ roffed steel

-' Dia . -4" x-1"

0 1 ½" f., 1/.L"

91/2" 0 J

8"---1�+--·-1 (-fz" 11" -

0 BA5l' PLA TC

(!) POST DFTAT!_

{!V LEVELING PLATE

G HITCH PIN

NOTES:

2.

Manufacture a hanging clevis that fits the openinfi in the locfiino mf/chf/nism tor double locking the gate. - Weld locking mechamsm to slide tube with small .c:ection of rhafn.

J Ls1s"

{?)SUPPORT PLATES ,......_.,,

!6 TYi-STEEL POST TOP

@ LOCKING MECHANISM

PLAN -POST END OF UPPER GATE RAIL

2½" X 2½" X ¼;"

;- Horizontal steel bar

I / /3ushmg 1 ½6" 1.D., 8

-:➔)--------+�HIH}>t-T-+: �1 ¾6 u O.V. x 2h" Long

0) 1'ia'� L

PLAN · POST END OF LmVER GA TE ;?AIL

½ Chamfer or radius.

2 corners

I 1 OD Hole

, 4" X -:? ��,, X �,�" / Steel plate 6"-----1 i 4" x 6" Rect. ----------:;f' Steel Post /I

PLAN - GATF POST ASS EMBLY

1 Nut welded te 1" 0.D. x 40" swel rod

Steel washer e Cp

Stn!'!I md 11

Support brac.

Step/ washer ·.:sA ov,mr gate raif ( PFTE Wash

Nrn"e· L�t�er support bracket to receive 1½6" o.d. hole only.

U.D. hole lock

ELEVATION -GATE POST A S SEMBLY

Part# Part Name Post

STATE

WA

BILL OF MATFf1IALS FOR GATE

PROJFCT

WA NP LARO

lGN 3),19( 1f)7 1)

Description and Notes

SHEET

<<UMBER

4" x 6 Rectangular structural steel tubing or as specified 4" X 6. X 1/4" Ci<S

5" x 2 1/4" x 5/8" Non - see detail this sheet ---r-------------- 14 LevP/ing nlatP 4 Leveling studs s Levdinu nut., 6 Foundation connector 7 Column r,Jotlng R Vertical rP.bar

HOrlLOnldl rebdr Hex nut Gate rod

L12_

Vertical rail

14 Lower horizontal roil 14A Angled rail

15A Upper washer

1- -

SlidP bolt 18 Slide nut 19 Locklng mec!, misn, 20 Lock box

L...? f � ±_! x� "'!EP':!_!:xr'E!5:r'<?._ L 22_ !cE_ck !:!!_CICJ!!;!re _

23 Ro2 plate spccer 1-----

2..1 Hitc/1 pin j- -

2SA Bushing

27 Horizontal rebar .r8 Enymeer:r:g gr,,de 0ud a ·d wt fully retroreflectorized tape ,_ 29 J Hanging ,.,:;;,:; -

21 ., T l" (-._5u__j

PLAN - LOWER SUPPORT @

BRACKET

NO SOALE

1" Ste,:::/ pl::,rn - 0s dc:LJilec:! on zf?is sfxeet J" 5tPPI p/;ite - ;,s dPt;ii/erl on this sheet 6 1/2"' x 3/4" - 9-Threadeu rou

4" x 4" Square structural steel tubing 30DOJ/ 4ir c·ntrn!ned mncrcte #1i Bare., 3R" /om;, 8" sparing ii-!:i Bars, 3.r tony, 8'" spacmg

, ... :?'' - 8 .Ste,:! her r:ut. ,·:eld io tup ofxate ,,,d __ _ Dia, steel rod, 40" long, dri/11/2" dia. hole 1/2" above h:ttoF: of r r:d 2 1/2" x 2 1/2" x 1/8" A500 grd. b hot rolled tubing

-2 1/2"' .< 2 ';'2", 1/6. A5G:J g,J/. b xot rf,<>ed <:Jbing ? 1/2" >< 2 1/2" ,r 1/8" A500 grd b hot rolled tubing 2 1/2"" x 2 1/2" x 1/lr A500 grO. b hot roiled tubing . 1" Dia. tefJ::n wx.:her.: 3/.16" tl:ick 1" Dia. zinc plated steel washer; 1/8" thick

.JI� 71!3 'J_.!f7''..§_tP'!!...!!tPf!.l>OI£_ ____ _ 1/4" - 2.0 Slee/ nylon mserl locknut .1/2" Si,,et ;:fat< ? pc. ,,ssy.

3 Pc assy. (1) 8" piece 4" x 4" x 1/4" steel angle (2) pieces •r x .t.f" x 1/'7-'' s!0:el p!.r1te. ,r;ee ,!etafl on >.heel 1 of:? for assembly.

7/8' :i 6'. 3/n" Slue/ pi.rte rnt a, d driifed shxwn pians. Weld to spacer and posr.

,; · x 2 7/8. x 1;,; • Steel picte. ;f/e/c ta u;;;per sad 1c.ver rad

,3u/::E!?rt .E!_ate!..!'n<!..J:os!:_ _ _ _ _ _ _ _ 7;3" x 5" Cclv. szeel ilitc/; pin .,ith snoui2er. Score pin 2 2 olaces to act as shear pins. Dri/11/2" dia. hole o.c. 1/2" c,fNJVf: J,itcfi pin ,:nd fc;r /o-u::

15/16" I.D. X 1 3/16" O.D. X 2 1/2" Lonq

-1 1/lu'· I.D. X 1 9/1G. 0.C. X 2 1/2' Long J" ID v 2" no zfnc p!::rted �tee! washt·1r #5 Bars, continuous, 8" spacing

SKETCH - GATE POST ASSEMBLY

GATE POST DEP/lt.S. 'iHOWIV rC/? rCST .;,<;V ft"ZbrlT

U.S. DEPARTMENT OF F>ANEPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OfilCE OF H:DEt�<.L LrcNDE HIGHWAY

EFl HD DrTAI!

GATE, METAL

ShP.et 2 of 1

DET:<il

E619-A min.

.. / Edge of road

· Field ;.;ut LO fcngLh (;atn pn-st

Storage post-•

STATE

WA

PROJFCT

WA NP LARO

lGN 3).19( 1G7 1)

SHEET

;;UMBER

/Centerline

/ Edge of road

-Storage post

(typ.

t• -- Center pate over

I centerline at roadway

PLAN (SINGLE GATE) PLAN (DOUBLE GATE)

l _,._ min.

SINGLE GATE

NOTES:

.,,,,,,- Wrap retroref/ect?nz_ed ,�ape ;; around post; an;; rails r ;;yp )

� See ::iheet 1 of 3 .. / for ;oncret;; foundotion

1. Ensure the qate arms rotate open in the downstream direction of traffic only. Wften the gate is open, ensure that the gute urms arc pror:erly pointnd and r;ecured in the downstream direction of traffic.

2. Ensure .•.wing urm qaLns ore properly senurnd when in either £he ;;pe;;

or closed position.

Gate arm

·1

2"

Front of post-. ..._.

4"

_d"I.D.pipe

_1Q_,,,..-- /Weld all the way around

..,,\Neid chain !ink to post

_/ Heavy duty c.hain w/ 1 links

0CKIN(; flfF.CHMJTSf•i NOTE5:

1. Weld pipe and ringc to post.

LOCKING MECHANISM

2. Lenglheo chain as riecessary t;;; extend a;;ros;;; gate ;;;rm and lock to front rinq.

N0SO1LE

U.S. DEPARTMENT OF F•ANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFclCE OF H:DEt�;;_L LZO\NDS HIGHWAY

EFl HD DrTAii

GATE, METAL

Sheet 3 of 3

DEF.IL

E=619-A

File details come from the government source that posted it. Updated .