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6TOCKBRIDOE TYPE 31 LBS. VIBRATION DAMPER
E MEDIAN BARRIER 4 POST ON BEAM OR EQUAL APPROVEO BY ENGINEER
(MOUNT WITHIN 2' -O' OF Q SPAN) 5 = 69'- Q POST
M = 6.O' 1.2 - 12'-6' ` 13 = 32' -3" LU = 12'-6' L1 - 6'-O'
0. 16..0. ` 20i.6.
SIGN N0. 04C
2'- 6"x2'6'
SIGN NO. E413 SHOLULDER OFI ROADWAY iON THE SAME
S1DE OF THE BEAM AS THE SIGNS.
SEE NEMA 3R TERMINAL CABINET
9EE DETAIL 0 Q SPAN DETAIL. (DELETE IF NO ELECTRICAL
ITEMS ON THE SIGN STRUCTURE
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$EE DETAIL A (TYP.) � x C" 1 FEE DETAIL A
w MSBA - SIGN NO. C4A �p i ee NGUtnR i
l M51pA p
------------------ ----------- ------
------------------------ - ____.___ __ _ _ — _ _.__- ________ 5
10A
I m I m i
LIGHi'LA FIXTURE
(IF REO'D.) SEE
I 1 1 StO. ILAN Gee
I 6,.6. I 6..p. 10' -3• I Ip, -3, I
I
I Q SIGN SIGN
x I
I i M i N
E
ELEV. 33.91
BOT. F OASE R I O w
1 -G05 LINE I
I RECTANGULAR
8ULD ]'ULD iF -f 036" II' -10 a" iP- IL15p" 11' -f0%" B' -d' 6' -Y TUBE
SHOULDER SHOULDER (HOV)LANf LANE LANE LANE SHOULDER i
SHEET MS13A ELEV. 33.66 i
E V ]
SINGLE SLOPE TRAFFIC I BOT. OF BASE R
-tl1 ' -qiQ qq ' MEDIAN BARRIER BARRIER I ELEV. 29.50
i P F SHAFT
ArPROX ELEV.
��" - APR OX. ELEV. 30.3
1 PAV ___________________________ _________ _------------------------------ ___ _ __ _____________________
-4 -
�'� I EXISTING SEE DETAIL C
NEW PAVEMENT PAVEMENT
________ MSIDA
SHAFT FOUNDATION WITH IO 'BARRIER ELEVATION ��
SECTION S SYMMETRICAL SHAFT FOUNDATION
TRANSITION AT 80TH EN05 LOOKING AHEAD ON STATION - SEE SHEET M512A
SEE SHEET M913A ,- -;
MONOTUBE 510N 5TRUCTURE NO. 6 FOR DIMENSIONS NOT SHOWN SEE TABLE
STANDARD MONOTUBE SIGN BRIDGE5,
1 -405 LINE STA, 1154 +60 6HT MESA
Q SPAN CAMBER =3 " sV
E LEVEL CAMBER
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s
BEAM CAMBER DIAGRAM T- 269082
FILENAME C1 M1YYaIBTJVUWBarm022B91ESBTNaBSMBMB a 6 MSI w.x�r PIDt1
THE 3.I&ff PN �" °f^ FEDAID PRW.NO. a `` m ups °� $^^^" ^ "^°°" 1 -405
P�ioneo By abNmlu 10 As , `� pg 405 Corridor Program I -s To sR169 Mes
DENGINED BY ADIEDRICN A9 BUILT T/m10 MS -- ' STAGE 1 - WIDENING
ENTERED BY C.sCNRE1NER IANC IMSMN SID: S NO. POST N BARRIER NT.S ae.1 l °'x ,.ri Bonxcm Be.... (p�pi 368
CXECIEO BY R.IVRPINIL SNANG oNGINO6 RB mm.cr� „I �1 _
PROJ. ENGIR LNODGSON IFC 1110BIOT RB C-7286 IDI1411G • ryasr Teconsrnurnon.wc MONOTUSE SIGN STRUCTURE NO.6 392
REGIONAL ADM. D. DYE RE6IBXJN DATE BY w °'