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N0N- SYMMF7 k'1(. Al 7 -PANS/ T inks
MEDIAN 5AR91 ER
51 NGLF 5LOPE 5ARKI ER
5EE PLANS
TOP OF
ROADWAY- -i
>�., . ��>\r✓ �,,�� ( r ./ ..dlq PLACE 314" PKEMOLDED FILLER
VA91E5 511 TO 3" -611 AT EXPAN51ON JOINT5 (TYP.)
r3/41! -
Q-) %-,-
CHAMFER N � >-
2 [ 21] *5
SHAFT FOUNDATION `— MEDIAN BARRIEP. TRANSITION.
-� 5EE STD. PLAN C -14J FOR DETAILS
NOT SHOWN. SEE & DI MEN510N
ALAN TABLE FOR
BARRIER HEIGHT AND DIMENSIONS
R 4 t�i�IC't7 /�l/:'AI C/111AIt"� dTl/lAI R. AACI'�1 d Al GZ d t�t�ICt� Tt7 d AI�fTI/lAl
I r..t/1•(11 19 11 /t/ LVt/t I "w I• i r ► r►►Y vv t/L.L.. v► i t . Ir►vlt./L/
01MEN310N TAf3LE
GRADE
SEPARATION
5ARRIER
HEIGHT
A
5
C
�
�
VARIES
0 TO 511
4' -2"
9 11211
�N
51 -111
aroc
4
10
UP TO 7"
41 -61
10 51811
3ECTION
2 [ 21] *5
SHAFT FOUNDATION `— MEDIAN BARRIEP. TRANSITION.
-� 5EE STD. PLAN C -14J FOR DETAILS
NOT SHOWN. SEE & DI MEN510N
ALAN TABLE FOR
BARRIER HEIGHT AND DIMENSIONS
R 4 t�i�IC't7 /�l/:'AI C/111AIt"� dTl/lAI R. AACI'�1 d Al GZ d t�t�ICt� Tt7 d AI�fTI/lAl
I r..t/1•(11 19 11 /t/ LVt/t I "w I• i r ► r►►Y vv t/L.L.. v► i t . Ir►vlt./L/
01MEN310N TAf3LE
GRADE
SEPARATION
5ARRIER
HEIGHT
A
5
C
D
E
Q TY.
0 TO 511
4' -2"
9 11211
2' -311
51 -111
3" MIN.
4
10
UP TO 7"
41 -61
10 51811
2' -5 114"
5" -3 114"
7" MIN.
5
12
UP TO 1011
51-21t
11 31411
2' -7 112"
51 -5 912"
10" MIN.
6
14
UP TO 1311
5' -811
1311
2' -9 7/8"
5' -7 7/6'
1311 MIN.
6
14
310N 139100E OR CANTILEVER SIGN
I
& 2 r2,37 *5
ELEVATION
SHAFT & 10' BARRIEP. SECTION
TOP OF 5ARRIER
U5E A TEMPLATE TO
LOCATE AND 5ECUPE
9005 IN PLACE
DURING FOUNOAT ION
I NOT ALLAT ION.
5OT T OM OF 5ARRI ER
APPROXIMATE
LOCATION
OF CONDUIT
FOR CAP AND SHAFT
9E /NF. 5EE SHEET M012A
[ 5] #5 HOOPS
SEE ANCHOR 1E DETAIL
EXTEND VERTICAL SHAFT REINF. 41 -0"'
MIN. INTO 13ARRI ER. FIELD BEND AS
REQUIRED, SEE STD. 5PEC1 FI CAT ION
SECTION 6- 02.3(24)A.
SYMM. A5'T 13ARR1 ER
VAk11-5
� ANCHOR RODS N 1101" :f x 7' -011
W14 WA5HER3 AND 4 HEAVY HEX I
NUT 5. THREAD EACH END 911 (T YP.)
TOP OF BARRIER
[21] #5
I
[ 22]5 '
FIN15HED ROADWAY '
[ 23]
I
BOTTOM
OF 5ARRIER
SHAFT FOUNDATION
5EE SHEET M512A —
*5 HOOP
SIGN BRIDGE 2. 5,9 & 6
SECTION mrR
DRILL %" DIA. BY 1, -1"
DEEP HOLE. INSTALL
`8x4' -1'1 W/ APPROVED
EPDXY.
DOWEL PETAIL
FOR U5E WHERE CUTTING EXIST.
BARRIER LEAVES EXIST. 5AR121ER
PANEL LESS THAN 36' -0" LONG.
5EE BASE PLATE DETAIL
FI NI SHED ROADWAY
FIELD SEND (3)
VERTICAL SHAFT
BARS AS REQUIRED.
SEE STD. SPEC.
6- 02.3(24)A
SINGLE SLOPE 5APPI E9
SEE PLANS
_/-- � MEDIAN BAI:RIEh'
SHEAR KEY (STD. PLAN C.13) 09
DOWEL DETAIL IF ADJACENT PANEL
15 LE55 THAN 36-0" LONG
1 %2" x 1" WIDE
DRAIN SLOT (T YP.)
"D" + Y4 It
HOLE (T YP.)
f3A3E PLATE ON f3ARKIEK FOUNPATION
5AR
L13T
F
MARK
LOCATION
SIZE
3-5"
NO. 9EQ'D
LENGTH
2!1
21
MEDIAN BARKI ER
5
10
91 -9'"
ST 9.
HORIZONTAL
22
MEDIAN BARRIER
5
14
71-511
VERTICAL
23
MEDIAN 5ARR /E9
5
28
6' -4"
VERTICAL
AASHT 0
M 31 GR. 60
OR A5 REQ'D
FOR 2' -0" MIN. SPLICE
3,- 2rr
?k
N
500
r
'
N
100°
[ 22]
[2,3]
1 %2" x 1" WIDE
DRAIN SLOT (T YP.)
"D" + Y4 It
HOLE (T YP.)
f3A3E PLATE ON f3ARKIEK FOUNPATION
- -- ---- - - - - --
FOR INFORMATION NOT SHOWN
SEE DETAIL C, SHEET M510A
o I "0"+ l "ff HOLE FOR
ANCHOR 50LT (T YP)
T_- __._.__ ----
I/E rrTorr I �.. �..
I
SYMM. AST. tE & POST
mig-Affiamm, 0
5PAN
D
F
31 ON 591 DGE
60' TO 90'
2"
3-5"
CANTILEVER 51GN
TO 301
2!1
3' -5"
- -- ---- - - - - --
FOR INFORMATION NOT SHOWN
SEE DETAIL C, SHEET M510A
o I "0"+ l "ff HOLE FOR
ANCHOR 50LT (T YP)
T_- __._.__ ----
I/E rrTorr I �.. �..
I
SYMM. AST. tE & POST
mig-Affiamm, 0