Note: The barrel attenuation devices shall be os shown on stondard drawing D-704-1. except the reflective sheeting required for the end attenuation drums sholl be yellow and black.

The contractor wi I I not be required to provide additional replacement modules for this instal lotion.

The Closs 43 aggregate used to fill the modules shal I have a moisture content af 2 percent or less.

The barrel attenuation device bases shal I not be paid for separately. but shal I be included in the price bid for the item "Barrel attenuation device type 9-70."

CL Westbound roadway ------ ------Barrel attenuation device type

Finished shoulder

27.58'

Finished shoulder

Barrel attenuation device base 6# concrete slab or 8/1 hot bituminous pavement

~ CL bridge pier ,- Sta 1380+69.6

1---- 37.27' ---r< ...

STATE. PROJECT NO.

23 USC §409 Documents NDDOT Reserves AI I Objections

ND IM-S-094(03S)042

~--- Sta 1381+75 ~ EXisting median block. Reshape to provide 20:1 (or flatterlinslope.

Flat (in cross sect i on)7

+

Sta 1382+25 Existing 24"

11 I I I I I I I I

ill

I I I I I I I I I I

SHEET NO.

CL Eastbound roadway attenuation device type 8-70

I I I I I I I I I I I I ---- ------

NOTE:

The estimated in-place volume of embankment-type B is 320 cubic yards.

This quantity is for informational purposes on I y. The i tern "Embankment - Type B II shal I be paid for as 1 each.

... /TRAFFIC/ladr13.dcrn 11104/2002 01:44:57 PM

Jersey barrier formed or slip formed 74.5 LF

Barrel attenuation device type B-70 2 eo

Embankment - type B 1 eo

Note: Layout is symmetrical

I I I I I I .LJ.

about pier CL except for grading and drainage features.

Jersey barrier and attenuation device layout

Median pier protection

South Heart Interchange RP 51.476

1-9Ll

12'-0~

r A B

I L 2'-0/1

I l -" '" t

2' Oll

~ ..... .....

l I

1

-.J A B L

I

11 /I

See Barrel Attenuation DeVice Base Details

12'-0~

,

1'-0" 1 -.L 2'-8"

I ----.-2 I -8 /I 2

(A)

8" 8"

Section A-A L2'-OJ Section B-B

... /traffic/darldel d . an 10/11/2002 03:27:04 PM

1 ,t 8 II

l

C

I r

~ r

23 USC §409 Documents NDDOT Reserves AI I Objections

18.21

4' 9 1/;{' I I r-D

--t:=

10' 9/1

18 / 21/211

I I

8/1 2' 0/1-

~ / /

\ /

\ / I -I

STATE PROJECT NO.

ND IM-5-094(035}042

PI ace /2' mast i c between barrier and face of pier column an9 around columns adjacent to the 4ll slabs.

i Pier column Ei I

\ / ~ '" \ ,

13/ II-+-=: 8" I-- E---1 1--3' I

4 I 21 1" 1-----3' 2 1/,{'---

i l ! \ \

'\.

'\ ) LE

9.5 1 '\ -l ~ c-.J Pion view S 01 I voids behind b . Pier

and cap with 4 11 reo farrier with aggregate CL P I ace 1/2/1 mast I c b~;weorce4dll concrete slab. en slabs and jerse ba y rn er

18 '

11 -=;:------1---: I !

lOll

11 1/

I. 3' -2" .. I Section C-C

Elevation view

1 ~ Varies (2" to 3")

Varies (7" to 6")--1 If! ..----.+----'--f Varies (1'-7" to 2'-5")

(A) (A)

I.. ..I l' -4 /I

Section D-D

2'-5"

3"~ 7" -16" n

2'-5"

I. .1 1 ' -41/

Section E-E

Note:

. 5 '-:::-;4:7.ll..-----....J

r rr! I 1 I ( I I

3 1 -1 0 II 18"1 J""'""""1

10"

11 /I

Pier CL

?ne half of jersey barrier I. s shown. Barr i er layout I~ symmetrical about pier CL

(A) FInIshed surface.

Jersey barrier detai Is Median pier protection

South Heart Interchange RP 51.476

I-94

SHEET NO.

g"

a"

8 C4 each side @ 1 2 spac i ngs

13 and T4

T3 and T4

23 USC §409 Documents NDDOT Reserves AI I Objections

STATE

NO PROJECT NO.

IM-5-094(035)042

U2 and H1. 3 - 6 il spacings

17 U2 and H1 @ eil spacings

23 - 8 il spacings ____ --------------+----------------~~--~~~~~~-----+--L-~

23 - ail spacings ./ '

17 U2 and H1 @ 8" spacings

SHEET NO.

Note: Field bend T2. T3 and T4 as required. Plan view U2 and H1. 3 - 6 il spacings

Section A-A

C U2 and H1. 3 - 6" spacings 1 "I U6 and £1 II 2 "

I

. 8 17 Uand H 1 @ 8 spac i ngs I r-------=::--=--,:..,,=-=:..:......;=-.;..:=-------;.. 0 A1\ U1 and H 1 U4 and H ~ U5 and H ~ Ir-"+I---------------:--;=,,---~~.:..:..::~---__J.---L-__r

r//11 U3 and ~ /L£L //'/ \~ I I r E

12'-O~

r: :1 2' -8 II

Section B-B

L-o c...J

-C10

2 ';E.I r-1 ' _0 ;;1 r;.2" ~~f

"-7" C4 I I C4 ,.17"

Section c-c

-C9 -T2

Elevation view

("-7" to 2'-5")

(A) (A)

H1

I.. ..I 1 '-4"

Section D-O

CA) Finished surface

-C8 -C7

10"

5 1/{

5 1/{

6" 63/4"

3" 7 1/{

-C6-T1-

\

Pier CL

Note: One half of jersey barrier is shown. Barrier layout is symmetrical about pier CL

Jersey barrier detai Is Reinforcing steel layout

Median pier protection

South Heart Interchange RP 51.476

I-94

... /trafficfdcrrlde2.dan 10111/2002 03:27:06 PM

::: ~

r<1 (J"l

I

N

I" 1'-7"

-I

1"1'-7" .. 1

C1

~I

1'-7/1 r -I

:::[ -0.52 ".)' 12 LO I

- 12 ~ ~0.52

L ~ I 1'-7"

C9

U3

1 ' -7 3/ " II 1 I -0" I'" a "I VI> "I

~6.85

12 103/a"[ 12

~16.85

I.. ·1 c9~~~ I .... I 1 ' -7 3/a"

C2

1'-7"

_[~.52~ ~ 12 I

-:- 12 0.52r--

1 I -0"

C3

LO I

J 12

-~ r<1 LO I

I.. 1 I -8" .1 C4

8.5 T ~8/1

. ~ I 7/1~ 1 -3'~ ~-l ~3"

H1 C10

:::

~

I

N

8"

2

I" 1 ' -8 "

"I

I .. l' -8" .. I C5

U1

2'-8'12"

2'-81/z" '12" R

U5

BENT BAR DETAILS

\---:~;-----See joint detoi I

Concrete slab, reinforced with WWF 6X6 - W7.5 X W7.5.

Fi I I with oggr-egote

::: N "-I'-I

N

l' -7/1 I" ~ I

I .. 1'-7" .. 1

C6

::: oq-"-

LO I

N

1'-7/1 r 1

-0.52 1 2

::: LO I

N

12 ~0.52

~ J 1'-7/1-J C7

3'-0"

8" 1.25~ __ ----;

3'-0"

U2

8"

2'-101/z" 2 '12" R

U6

Top of bor-r-ier-

1IIIIIIlIIIi .... f-- Hot pour-ed b i tumi nous j 0 i nt f i I I er-

'/.,...rI--- Mast i c

1'-7/1

r 1 0.52 L-

12

12 0.52 r---

\"'1 ' -7 /I ~ C8

Joint Detai I ( A ) J 0 i nt width sho I I be I/{

between bor-r-ier- and 4/1 slab. and between bor-r-ier- and pier­co I umns.

4 H Slab and Aggregate Fi I I Oetoi I

... /traffic/darlde3.dan 10/11/2002 03:27:07 PM

23 USC §409 Documents NDDOT Reserves AI I Objections

1-

2.

STATE PROJECT NO.

ND IM-5-094(035)042

BAR LIST MARK SIZE NO. LENGTH

C1 6 14 5' -113"4" C2 5 6 4'_gl,,{

C3 5 4 4'-3 1"s" C4 5 32 5' -11 1"6"

C5 5 4 6'-3" C6 5 16 5'_gl"t C7 5 a 5'-7 1,,4" ca 5 a 5'-7" Cg 5 6 4' -7 3"6"

C10 5 6 4'-7" H1 5 152 4'-2" T1 5 18 19'-0" T2 5 36 21'-5" T3 5 12 9'-4 1/4" T4 5 8 8'-7" U1 5 16 5'-0" 1J2 5 7a 6'-a" U3 5 20 5'-5" U4 5 20 5'-a l/{ U5 5 20 6'-1" U6 5 16 6'-5"

Construction notes:

SHEET NO.

SHAPE BENT BENT BENT BENT BENT BENT BENT BENT BENT BENT BENT

STRAIGHT STRAIGHT STRAIGHT STRAIGHT

BENT BENT BENT BENT BENT BENT

Barriers shal I be constructed according to the provisions of Section 602.03 B.4 except that there shal I be no deflection joints. Make 3/4" V-grooves ina I I faces of the barriers at approximately 10-foot spacings.

Dimensions of bent bars are given out to out. the length of bent bars I isted is the sum of the detai ling dimensions.

3. Reinforcing steel shal I be grade 60. and concrete shal I be Class AAE-3.

4. Longitudinal reinforcing shal I be lap sp I iced 19".

5. Surface finish "D" shal I be required for all exposed surfaces of the barrier.

Jer-sey bor-r-ier- detoi Is Bent bar- detai Is. bar- list. 4/1 slab and aggr-egote fi I I detoi land joint detoi I

South Heart Interchange RP 51.476

1-94

... /TRAFFIC/dar1de5.dan 11104/2002 12,01:3R PM

Concrete slabs shal I have joints sawed 1/8" wide X 2" deep. To be fi lied with hot poured sealant.-----ry,

Plan View 350.63 square feet.

STATE PROJECT NO. SHEET NO.

23 USC §409 Documents NDDOT Reserves AI I Objections

NO IM-5-094(035)042

,6'-G"

The barrel attenuation device bases shal I be constructed at each location where a barrel attenuation device type B-70 is to be instal led.

The barrel attenuation device bases may be constructed using 2/1 of aggregate base and 8/1 of Class 27 hot bituminous pavement. or 2/1 of aggregate base and 6" of Class AE-3 concrete. The surface of the bases shal I be sl ightly sloped ta facilitate drainage.

The perimeter of each attenuation device module. and the specified mass (weight) of sand in each module shal I be painted on the surface of the bases.

Barrel Attenuation Device Base Oetai Is

South Heart Interchange

RP 51.476

1-94