HomeMy WebLinkAbout1960 S1275(2) .pdfLJJT�,
TA-
4114
U77 APPROVED FOR
L --l'
LL
T
7j
UJOL- ei-
01
T7
-IK
... ...
Laj ILIdi 3 L; l�'K iL�, L-- L- L
4� 4UU
OF APPROACH W- 16 FOR PE. I, OF HIGHWAY
w 4 , MN
FOR S R
L.I�H-D) S+I]4NV +(Hco) S+ 11
W/2
INS, -r—
-- --- -- - - " - " - - - - i D
1/z SECTION IN FILL SECTION IN CUT
TYPICAL CROSS SECTION
OF HIGHWAY
WIDTH OF ROADBED
OF
VARIABLE
MR=
FLOW LINE
OF DITCH
(L OF
CULVERT PIPE!
TYPICAL LAYOUT FOR SIDE ROADS IN CUT
0
z
Q
Z
z
jwz
0
4,3
9
4
0
Vc
Wly
00
SIGHT DISTANCE FOR F.E. AT PON,ITX=100
RADII SHOWN ARE VARIABLE DEPENDENT
ON CLASS OF HIGHWAY AND WILL BE
0 'o
x
u 4"'1
LAID OUT IN THE FIELD BY THE ENGINEER.
I
POSTS'
H2O
O UL ER LINE CABLE GUARD FENCE ANCHOR--
OF HIGHWAY
TYPICAL LAYOUT FOR PRIVATE ENTRANCES
AND LDE aOAOS - IGH EILL-$-
LN INJ
,MOULDER SINE
;ABLE GUARD FENCE
M P or.t
STRUCTURAL PLATE PIPE ARCH
9 E'
6 4 vn
aaie �I
I
DETAIL OF METAL CORRUGATIONS
CORRUGATYSN DI -ENSIGN TOLER4XCE5
paottve"
ryrMP [rni'
CORRUGATED METAL PIPE ARCH
Yalnl.ol
2[rvn
f rvBal
C
DETAIL, OF METAL CORRUGATIONS
GENERAL NOTES
ne+n.�t nr oo......... noe
eu14 . � or I
5rstlae 6 u. � � �'c 41Y. cr0 SUF
ar8 rn. vDna ru_ctCrp 54oe at nPrn.�t�o-t.
TOLERANCES
• A2'n n. a E�TY+`t�P"x ¢� xrhle<Y rc
.von (gl eFnd rvor ra[.rY a robin [< cl S^. ove
m knot r o 9^en .. .....
IavrCrn.•�P.
EMBANKMENT -Minimum tar C Culrtrts
^� RmK Fw Fl...pb 4'yp Pores n -. do-9'h ¢t
v20"1men4 oe r !nl rI'll. p'td/�n: s".0
�tFDe[Ri¢id Spgl P n�+.nvm [eArn of
r.ov-rm..r o 0 n, r. am x�a�nt'sla non
m,mm„m of e' c.[tro, sn..., rvn. o�lr op.r-o.
EMBANKMENT-Ma9lmvm for C Culverts
rn. rv,r rvrm ce .r n"t m.pr ."¢n n
Ae.avar. 9 r r or � a ro. PI¢e Aro4.f
on.cuo�x m a.ea<. o•.ramoy ra . _
., er�.ro or Poe a.c...�u rot m rw,�ma m..y
r � «onrmrY [mbrt mr oo ne
GENERAL. NOTES
p.•4.1, n ro.4r.,,r.:o� rt¢I .ro.o pn nv ao«ry
v!a!¢ [mrxm ra a grfiryf ry h N tM
SrpnC¢re SpK�f ae,er®,4eergry 291{ eM Slifi
eM f4 ^Pd`[c`vle $peC.PY Rvntio"v.
T0LERANCES
Ta".een[a /rpm /M C'mm^.4ary CNsl.np fee aM
]Ir and afl d
EMBANKMENT Minimum for C. Cu... I.
F Yrvr P;rvK...n;!y rvrv+rm C.yv or
[ wr 6afnolYtbr 'S!&} ce 9"m:ni...vn.
YxFd4R,y.p FYCr RxrKnm!!Y m�n,mum S[{'rlr R
W Y. rtt+p.! Or rocY Pq Pr[.ry .Mi[be "$"Tt pP
^+ U d-Cx 4m 'rMert P'v. o'rd 6Crr`+rv!_
EMBANKMENT'-Mvximum far �, Culrertt
lam a a rr ➢.
Gfn P re( 1 Pp. A [..a ecr`
bu pMr!.9 eP v.iln.t Gv+`VC e!v ..k
.9 peCir.v ¢+�% Oa+�ope Yo i uCru,et-
TABLE OF PROPERTIES
STRUCTURAL PLATE PIPE ARCH
ne�e-va t� r ct Srmemml Pan >�n amd : + .+M r.. a Aaa ¢n M �...r.c oveS Lnxta cn moi. nvmi .ee[a
._t5.. e � [ ¢�-.fe t"v 6c"ve ql Y4 n.xr ••rper ti[tl x..o.n ." ..t I..Ie tdc•L S. c6.0.
590� S4
1964 6p
I SrArE HIGHWAY CCIM&IRSSIGNO/"WISCONS(N R
--
a..4a.P
/ F'C
-- sw ien
Ell P"'
all Ib"'mlai
TIIS10. titl`l fore i
"it 4 lb —I
5,,b0'I,'I-T
...... e, trot d
........ It" Fb1M15 tC
la
1 tl I
a Id
'j,"'Ntil
, 5--aGrn
hll{ bi, Plic0
14 1, 1
a,
'77 .. . ... .
Tl F ROyI_ELtag_v_Vu2li_
a, mo,iilll
NDARD ROAD CONSTRUCTION _BARRICADE
�
SNOW FEN—CE TYPE-�W_
FIS1015 I-
<
till
GENERAL NOTES
, �1�1
TI, ad a,
-lal
at l"th. va*t,
lIstllIII"l 0 bllac,d, 'l
7 1111 tar
Ifaccess i,
ALTERNI�TE D—ISIGNS ElpprIXe ....... f" 3�"!Iatlil I'll, shun,., ll l",,, li 7�, EII�llll ill
_,it, t, upon the aceda aillllltii
en "I d1l.Ill, `d �
,MEASUREMENT' a PAYMENT All li b.
ea
1111i'
l, 'l h� Pill, ,l,
""" �
"j, P.10, all .1d
"Cwd'd il ,, " t. lad fit OhV
X 4W�, FmI-
Fla-, f tl .1"d
", . t-d
a, 11�1,"I
pr, ._^i,
S"tlbe
_SIDE ELEVATION,
WOOD FRAME �EpOSNDWF_""CdCE TYPE _RT AT
WFRADF_
FOR
Wren _B R, gVd Ty Pc Surfacing
PLATE No 7-4,1.2
QO? V-0, Odf Kinn'00 t I 'Ina jj'Q,L ko>
T.
Cos
77
7t
IA 1-1, 1F 71 -1 1 1-
-ry
771
-7-1777 17 71,77-17
77 1777
T77717711
77-17777-7-777
7-777717 V
7� 1771771 7�7777 1771
=1771 71-7, 77-77771771=17777717=77
--- 17777-7-
777-7-77777
_37-T
L
, F
it
'GOV VINAVAO AU-1
Uiu
LAW
L still _ L MAN=,
ael
,
1 -1
- - ------- - -----
IT-'r-
-T 1 7 T
I
av-
-,7--- ---------
1
i
—
9
1. ..�
s
' j.
.i�:km _.... ...
_.
...
_.
ji
D, r----�
iL
ULLII� u—(LLZo