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Index of Sheets
Sheet No, l Title
Sheet No. 2-2.3 TYoical Sections and Details
Sheet No, S-'3,1 Estsaate of (A+antities
Sheet No. 3q wiscell.mous Quantities
Sheet No, 4_4 r Right of Nay Plat
Sheet No, 5-5.f Plan and Profile
Sheet No, Pa-(®.tG Standard Detail Dra.ings
Sheet No. — Standard Sign Plates
Sheet No. ^^^—^ Struc tors Plans
Sheet No .. Co*wter Eartheork Data
Sheet No. 9-9.13 Cross Sections
TOTAL. ShRRETS = 43
A.D.T. St7
A. D. T.:`
0
•:
T.
•T
Y.
•�bOkl►k�
Conventional Signs
County Lim 8010M.vw.
Toeo,hit or Range Lint
Section Lieu ..._. __..�_.®
Corporate AT City Limits / / 4f L
Property lieu _..._..�®�
Lot. Lim
Existing Right of Ray Lim
Nem Right of Way Lim.
Baca or Survt, Lim -
Slo m %nteccept
Exi,ting,Roadm y'or
Private Entranct
STATE OF WISCONSIN
DEPARTMENT TRANSPORTATION
PLAN OF PROPOSED IMPROVEMENT
HUDSON BURKHARDT ROAD
V Ifl, II
e; iHtl®S4.iW
M FEENILL4' B eTO,& r.of THE.
Is114 ,01". oM sHa Is, T'le, raw
Caution Sysbol (Co b suble
_ 1bWG
fluid, Coder Pressure)
A.
Railroad,
+
Fence
Xv..
Culverts in Plc.
C.1"ita Rpuired
C- ---
Poeeer Pole .. . . . . .
. ..
Telmptxxu or Telegraph Pole
Right of Way Narkers
Marsh
:.
.,Nodded Arta
Grade Ele.ation
FEDERAL. PROJECT
PRO,)ECT CONTRACT
HUDSON- C.T. xa. r,
x
.y .
_ -
STAVE PFl6JE6:Y NUM FlF.p
"� - "
l0 FT. t0 FT.
Scales L L ,
0 Icc FT 0 JQ FT:
R20W R19W
NILLOtti_ Tlf+)+
Dam f
END P O E T 8944-
lF 7 f STA. 69+00
APPRO%. 1,4279•S, B 5°O16•W1
0 4 `� ( } - I i. OF THE SE CORNER OF SECTION 17, T-29-N, R-f9-,h
U so
IlaWt - — T29N N
v� 3� < 2 ��• 26 a 2! 22 23 24
fl U S t _�A, .
_ fit'
25 HU 03N- 27 25
tig y All co-o-nines ,xo.x on Tu} Pox TRANSPORTATION STATE OF WIS
iF,
_ DEPARTMENT OF TRANSPOR7AT[N7
2 - 34 3G cd- luh.a xcro se THE mrecoxalx
�II� .. co-oxoixxTE artrau, crwrxAt xaxx. ..—.._.....
e B L__..
role -IT 694e
ni vw,e
ORIGINAL PLANS
PREPARED BY -
� S'r� A m,o�•a
STEVENS ENGINEERS , INC CEE
C4xi, �.}(✓Jl
toyRUt NLIDSON , WISCONS[N
R f 2 MILES pf C 1dT
' �2ti uL yN •.,
jLqj 83 vEsu Aa c' w. r.M N. it allerw
Total Net I.,gth or r n. erj, 0,967wc a"r •,.. • ° .
APPROVED FOR
ST, CROIX COUNTY
8
FLINT
""t
INT REFERRED
INA ON V- SECTION LAI'
CRUSNEO AWNS -1
00,14,414AL TDIASOIL
GROUNCE 4"TbMCHL
etWS*tD POSORt"ITIL SA31I COURSE CTYPHCAL'
-lee za:r.'E. "'n'.rsu
TYPICAL RECONSTRUCTED TANGENT SECTION
SEC. A -A
a
SEC. B—B
C__'_ , - ,
L2!--
pl=
TOrm"D. 3 0 1
A
-RABBIT R[fER*ED
310,`DA4
GENERAL NOTES
T� In, TREES (A4,)GR 5KRUII RS) ARE ,' qr ISKIED Wjj,,jT
sp RAKECEQRsz
APPROVAL. TO THE. SICINFE1,
_vr amm"n waaAANE COUNSEL
2, DISTIURSED AREAS RjTVI4 NE MG'iT-Os WAY E�'EPT THE'.
AREAS WITHIN THE Fl415ltD S`ULCER POINTS, ARE TD
BE I"
TYPICAL HALF SECTION AT CURB
SEEDED FERTILIZED AIPFCTED BY THE ENG14IrQ,
& GU17ER
3, THE LOCAT114 Of ACCESS POT47S SIALI BE ITERMINED
STA. 20+00 to STA, 31+00
RT.
By THE E'AI4Efp (EXCEPT THE Cl"'ROLLFT) LOCA—,04G,
SHOWN 04 TIC ELIT),
STA. 54+50 to STA, 56+50
RT.
R. ENCAdATIO% BELOW SUBGEADE, (EC',) YT 40, USED TO IALA4CE
STA. 53+00 to STA, 62+50
LT,
VARD4CE ANY IS 40�, SHOWN 'ON THE CROSS SECTY046 3U,
STA. 31+5o to STA. 34+50
R7�
IS MEASURE] ANC' PAID FDA AT flUASLYSSIFIES CO..34,
TS ROCK ) XCAIATkI)4THE LCCA7Y04 OF IRS VIOL RE
'ERN ,
LYE" PY THE F'GmE"
FILAFTILIZZ $REDA
A. THE LOCATIONS CE SXEST TNG AID PRIPOStI, U�JJTY INSTALL.
ATIOXS AS
I_ 2,7'
3' Z77' ION R.
-4-
iROY4 04 THE PLAYS ARE APPROXIMATE. T<Pt
MAT BE OTHER UTILITY INSTALLATIOIC W17GIN THE PROJECT
AREA THAT SEE HOT SHOW4,
2ZLLLT I E S
WISCONSIN BELL INC. IDGTHERN STATED POWER CO.
304 SOUTH
YC
QEWE{ 700 LOCUST STREET
EAU CLAJRE. VjSCC44I4 54nl HUVDSOI, UISCONsI4 CAOI6
MATHEW OUGIISKS CORSON p ANDERSO,
CRLINHEO
roOrteOATR
OtSTRECT
944"ALOCA,
SUPERVISOR
srA cxnc.
ACRONAEGOOEE
ED INLET COVERS 9A5-Yh CATCH BASL4, MA E AND ISLES COVERS
Il
A42 11
TADDROCALCIZ
e OWASK TRGR'a41
RETE CURB AND GUTTER, AID
4YTOPS.-L
OR 4-DYAPYVRiL
PAVEMENT TIES
®EC-2 SOD OR MASONRY ASO 50D DITCH CHECKS
REE-1 TYPICAL 'NSTALLATSOX OF EROSION BALES
SIE-9 APRO4 E4U
.kkLLS FOR CU VIET PIPE A PIPE ARCHES
941,5 LAYOUT DETAILS FOR AT -GRADE 51ZE ROAD INTERSECTIONS
TYPICAL TOWN
SECTION
Flg6�3 MORTAR RUBBLE VIARRORRy ENDWA,,E; fADe CIRCULAR
-ROAD
804-1 ENDORSE SURFACE CRISIS CuLVEEer
pppSC
GCI-'l CONSTRUCT104 BARRICADES AND STANDARD SIGNS
SE9-1 TFMPAoAAARy 61A,-r rgpc-F_
SF7-1 FROSION MAT
I3E15-3 PAY"r. AANqKHNG
m.
lLLzLJL&.uw
�7=
ow C_ MINT RIESKROM
TOOK %-$1 10% 4-SALY,
vHT. r "C, rOPSOILOR
ae"ANULAR
ameAss COURSE eu�.IS Al<AGrr C OF
AKRRYLAJ, cOteporm
StAC040 LAP. YRQRR
'A— CANNNINI,
0 WMWAa.
TYPICAL PRIVATE & FIELD ENTRANCE SECTION
TYPICAL SUPERELEVATED SECTION W)NYNETm4=&&,aP%
1 N V FCATIDD 0 k Pp q 4 FPAYD FI LE M
N-SECTION SHEETS
DAY Me GOOD STA 7
BARS
M"e-c
t G �
M � i
/ 40 ■AP_PL___
� P / tx.00
W 0.0
S6 %S' C
`+4 �STR. 4i.4W
t � '
W9lloW R1pUx Rp 5T. t0�®0
PLAN VIEW -
INLET TYPE 9
AT STA. 34FS0 LT,
76z
74.0
75s —
74'Lr
CS RA_O. PT.
97n. g o i i.Cx FK ,°'.
I - sat T °N.L.&.".'..
-{2?0S 5KOOK R•D. 5Tn tsex.i2
µf1U4 �! 4ANE, RP. S 0.. Y •00 �
I
—._.._.— ORIGINAL_ C.0wroUR•
NEW COtJ1"OL7R
! a4
760
CLPV6 DATA .?AOJT aq,^ K RD.
0 x(o° z4' tq"
D, zo,o l
i •96$.W4'
L =t$x. Ne�'
R Z2b.49
mm
"
W t—..501T eotut KEaa.
f�P 69NGG, FE�Clpji GUTfCR -TY E ?r6 � � .
"A•h \,.
\E+� A L1 _
Kei RAQ. PT
STA. 45-n23t
t•suis
q � �'"'
- .,
\A
A' £
T.&R" M
s
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,.� S7A 4b. 92I1 A ENQ TA PEFi_
s Z•09.4% TB.R'
✓ -TR. {9e32.3L
\
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PaP 1( `1-AILS tJF GceA4P0 R9 AY
PRCP^4 P 2RM G.W Cd Oti9`GEt
}\\ V
1
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cam. uat@ ➢.
IS IiRD. PT.
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D$K
IC
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.- ...
1—
r '"?� .^"`
;4'R PETAML2 PF 5Ta&M 2GWE.Q
�'
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SHEE'f9.
STA. 4S
yL, r,
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TROU-TAB
TROUT BR¢FOK RP STA, i.60
STA,
aS" `'
r
61r,\ 45*-g3.61 LT.
YZO' C..P. GL,M
FZE4D,
Z AF'R.ON eNQ`tfALL6 P..EQ'p,
akF^e/,
r
G,
a STATE PROJECT NUMBER ISrrE kt ^e c3
rt/ t
LrNt CP of
RIP - R&O'
FINITE F RIP -RAP } F_a YxaMe F
p AA
PROFILE
A11..x.. CULVERT
.'ADIA.
sP
WSP
B
C
5LOPE
TXI N.
[fL.
ITB.)
(C+)
--
Ffl
l R
35•BG a .x,'
4S
20
!0
s
� 2.1 a r
39.04 Z 56"
PUS5
2r.1
IO
5
E I 2.1
fS+Om 42
SO
I,}
'J2
6
2,i 25 t
fy.4b EOM
'JQ
al
14, CJ
5
FaK 3'1__
_ _. F_CFT}x 9S •'Y Li oli ✓1iN
—k
.!, _... VARIAELR
t
,RAG
_ -
R A4 rt
"
EXIST PAVEMENT1-71
Remalm IAASYWN PAVEMEN4
0 WEDGE TO BE PLACED tM MAK
OF a LIFTS
S06 LUME
A� IIfM1� w�,
IB°'
PE, SETRV,2tZ+1,7 LT.
TYPICAL 'EaT"Ci4 r: Tall
Tllltf.N EXtS?IuG
._..tH a7GH E.%0.�3TIr.iG GQ.a PE
PLAN OF INLET N0.4
30+00 FIT.
P4R
-50C
``w�'�y\ 4" TCRBpft
LAN VIEW
5
2"�
4 t
DITCH
_s__®_______ ®_®
r
_. LINE--, B i
., rr
r" �r
--
CONCRETE MASONRY I
CUT—OFF WALL WELDED STEEL W(RE FABRIC--""" I 4
B CA. —S"MESH {P+ f f
END ELEVATION
SIDE ELEVATION
.. _... __.RIP -RAP DETAILS _... MORTAR RUBBLE MASONRY ENDwALLS FOR PRIVATE ENTRANCE PIPER _.
STA. 36+04 LT. 6 STA. 39+ 19 LT.
E
•• •.'ut
ABBREVIATIONS
A.P.P.
AVERAGE DAILY TRAFFIC
AGG,
AGGREGATE
BM.
BENCH MARK
SiT,
BITUMINOUS
C.T.H.
COUNTY TRUNK HIGHWAY
GONG.
C04CRETE
CONST.
C04STRUCT104
CL,
CLASS
CENTERLINE
C.P.
CULVERT PIPE
CU. YD.
CUBIC YARD
A
VELTA-INTERSECTION ANGLE
D.
DEGREE OF CURVE
D.H ✓t.
DESIGN HOURLY VOLURE
E
EAST
EL
EtENA7'I01 -
ENT.
ENTRANCE
EXIST.
EXZST14G
F.E.
FIELD ENTRANCE ..
FEAT.
FERTILIZER
FT.
5'007 (FEETp
GAL,
GALLON
S. P,
IRON PIPE
L
LENGTH OF CURVE
L.F.
LINEAR FEET
I H.E.
LIMITED HIGHWAY EASE -ENT
L.H.F.
LLFN HAND FORWARD
LIN. FT.
LINEAR FEET
LT.
LEFT
L.S.
LUMP SUM
MAX.
MAXIMUM
Mi.
MILE
MIEN
MMMUM
M.P.H.
MILES PER HOUR
40RM,
4ORMAL
N
NORTH
P.C.
POINT OF CURVATURE
P.E.
PRIVATE ENTRANCE
P.I.
P0147 or INTERSECTION
P.L.
PROPERTY 114E
P,T.
POINT OF TANGENCY
R,
RADIUS -RANGE
RD.
ROAD t
R.R,
CAILRDAD
R.H,F.
RIGHT PIANO FORWARD
REVII,
REQUIRED
R .
RIGHT
RlW
BIGHT OF WAY
SOUTH
S-E.
NIPERELEVATON
SEC.
SECTION
S.T.H.
STATE TRJ4X HIGHWAY
ST.
STREET
STA.
STATION
T
TANGENT _ ....
UNCL.
UNCLASSIFIED
VAR.
VARIABLE
V.C,
VERTICAL CURVE
W
WEST
G. .
STA
Rl.
894
'o
00 57z
00
0 48 1 Z 34-91-48
0 65 c4i
0 110:64 Rsom4
10.00!
.01 -A' 49.82,
ads w° Pt'S"rA.
01'
9400
HOTE.ALL TIF-c> Age, I" ]:.DrROW PIPE
Fr. 5TA. V7,NS6.816
EXISTING N RSLOK
MOO'NG
NOTE: SPLIT SIDE OF BLOCK
IS EXPOSED SURFACE.
BATTER 4 FT
BLOCKS LAID LEVEL
O VAR. IN ALL DIRECTION.
MAR---z o CONCRUE CURS a CUTTER SO
VAR,
MAX.
POURED POTTING 10'X S' 8
PAID MR AS SPLIT BLOCK
WALL
TYPICAL SPLIT CONCRETE BLOCK RETAINING WALL
4'X IO'X 16' BLOCKS X-SECTION SHOWING WALL
104" 46' 1
clt No 2130 CRI2
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.1
STATE PROJECT NUMBER Em
4) E TRAILED SUMMARY OF MISCELLANEOUS QUANTITIES
CRUSHED AGGREGATE
CROPS
OPM4,SIDEROAD
AND
PRIVATE E47PA4CE
PIPES
BASE SHOULnER
TM684t5S
THICKILSS
STATION
LOCATION
CURSE MATERIAL
(TON) (TON)
STATION
0 A-E7ER
LOCATION CBscvFSL
(FEET}
TYPE,
CLASS
STEEL STL
(INCHES}
ALUMINUM
(INCHES)
A0+00
JFWL. Mr is
so
cp
Fit
a OA4
00460
17-92A2 , (09*00
C.T.H. 'A'
7711 427
3 5 + 16
P E RT, a
�s
26
CP
0,054
0.060
35,68
P:E: AT,
26
CP
0 064
0,060
37�48
P.E. AT. is
26
CP
0IC64
0-060
38.5i
P.C. RT, I B
76
CP
CIi
0.064
0.060
39:34
P,E, RT- is
26
CP
tit
CA64
0,060
40 52
P.F. RT. 18
26
CP
tit
0.064
C.060
24-20 LT,
3t,40,11 Point
Road
170 5
47 , 10
36,04
P.C. RT. Ta
P.E. LT. 2-36
26
24
CP
OF
III
0.064
O,CUO
45-93AY LT,
T,ODU,,.Ok Rood
362 16
39-19
P.E. LT 2-36
28
CP
111
III
01075
0A79
0.105
CAI)$
65,80.3 LT,
WtItow Ridge Road
227 5
43�29
'.I- LI].
VARIOUS
FRE�'% F�U s
COT -
43-I9
P.E. LT 42
84
CP
111
0.109
OJOS
44,80
C I H "A" Ctb
6 z
CP
111
p064
OmTrs
47+76
P.E. RT. IT
26
CP
Ill
01064
0.060
4B,98
PIE. PT, 76
26
CP
111
0.054
01060
50+23
P.E, RT. 1B
38
CP
ill
0.064
0.060
53,5$
P.[, LT. is
40
CP
HI
0.064
01060
62,20
CTH "A" 24
Iolq
OR
III
Q664.
CLAUS
32.5i
RE. AT IS
28
rp
"I
0.OW4
0.060
51-00
P.E. L.11 18
3LO
C.p
III
CSOU,4
0.060
45-93,91
S.A. LT. Is
Ito
cp
111
0.0164
O,060
RIPRA,
LOCATION
C.Y.
IST, )NIAEIT NO 4
ffAa. I.,
LT, STORM 5EWSA OUTLET
;NW
Sta. 35.86
IT, CULVERT OUTLET
31
S". 39-04
LT, CULVERT OUTLET
32
CLEARING AMD GRUBBING
Ste, 43,06
St, 45,40
LT. CULVERT OUTLET
1% STORM SEWER OUTLET
24
-,AAF
BI TbHI TOUS-MCRETE
RATEEEfff
ST;LTL0R TO STATI03
TOUS
DEPTH
REMCIRKS
STATIO4 TO STATION
SEPA
EROSION BALES
17-92,12 - 21+00
192
Y
27f00
IN
21-00 - 22+00
66
3.
SO -OLD 62+AC)
LOCATION
EACH
22+00 - 31+00
630
3-
UNDISTRIBUTED
so
31+00 - 32+00
66
3-
32+00 52q0
1409
3-
5Z+00 55+00
66
3"
53,00 53+50
35
3"
53+50 54-50
74 -
3'
54+50 56+50
156
3.
56+50 57+50
74
3.
57-50 62+50
350
3.
62+50 63-50
66
3-
SJ,
S.y,
63+50 69+00
342
3'
gAlIffii
LOLATIOR SOD EROSIOR MAT
RERARKS
4ILLOO RIDGE ROAD
40
2"
18+00 - 19+75
RT.
60
TOE OF FILL
TROUT 'ROOK ROAD
90
2.
22+00 - 31+00
RT.
300
BEHIND C A G
UILLOH LANE ROAD
is
2-
OFF TROUT 9' RDOK
FIT.
34+00 - 34+60
TIT,
40
-
DITCH
UIDISTRIELITED, PE'S, ETC.
38
2-
VARIOUS LOC.
35+00 - 35+-,W
LT,
145
145
DITCH PE', DOZ9
TEM?ORARY COR!HCTIO4
30
-
PEG. OF PRO,L
RE 33±00 - 200'
LT,
50
50
DITCH -SPECIAL
36+20 - 36+70
LT.
90
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Metter
el 45-
- �77�a„ Cemnk
No. 4 B,,,s - IV C-C to 1"" der t Platte, CU3t
6- C,C over 12' to 25' depth
CONCRETE BLOCK
12"
4'" Min.
prscnst pox"fox"'d
ct,^rete Ecce"tri,
r ccnc, ttlA, Top
cpti000l
co,troctio,
's,"t
f-j-
81, -
1� Reinloroad
Rise's
m
4�' Mm
r,- 2 01, Grade Re,fdrtej
or f.- Core to Too (stem,)
F at Slab Top
12,•C-c
A
C-,,, -011
V
cot
too
� No, 4 fbns 12" C�C to 12' depth
PRECAST 6" C G d,ro 12to 25, depth SECTION B—B
REINFORCED CONCRETE REINFORCED CONCRETE
AU I I m -M 0 0-12 M I
Gead. Rng Pev,fwced
Cc,cr.oe Too
Grad. Ro" Precast Cr Pyerst Reitforded
Pe,oftaced Concrete it.Cmc,ete Flat Slap Top or prT N. 4 R
Flat Sleb Too the d.,,er ,,tEl rUllt, "A" The 1.tes,
s eni, ptol�lq
-T— ---I
6".__._..__._.6
-7�
cr,e1119
Rircds
ptes"at --; D
c c
Cemnt
Plaster coat No, 4
1 c c 2'
'all all
bevel 45-
wcrt.,P
7T D
2)
c chll
4" mlo. - o . .... A --- ----
r or bed 5" Mrn x C:r
F-- -------
E.
4 bets - IT' C-G to 12' depth
6" C-C deep 12� to 25' depth
CONCRETE PRECAST SECTION D—D
BLOCK REINFORCED REINFORCED CONCRETE
CONCRETE
b U-1
D
i
f
4
T-
L
PLAN VIEW SHOWING
ALTERNATE OPENING
NO 4 Boto
No, 4 S,,n , 12" C.0 �
HALF SECTION C—C
0
-- ----------- -
B B
\1-1f,", 4 d"To 1i
Nc. 4 8,,rs - 6, C-c
m
im
t
"IV
'4,-No� 4 B�,,. - 12" r�c PLAN VIEW SHOWING
HALF SECTION A —A ALTERNATE OPENING
GENERAL NOTES
7et"'i, of te"al, -d �ak- th�p el", ", v", �1,11 to tra
c,-t,,t of tho 5t,,d,,j t1b
Cetailod dr ... ,, f,,- ,,r.,,d Iltet,,te er", _,mll be
,,b,-,tt1d W, tt�e K11,11Q, h7l Irt,11,1,11 v1,1,,d,1 tht tr.111a.l for
"o'."'lont o'd st.... th,
All 0.,
de",,"t'd h tfq 1,1r, catv, c,"', I-c", lolqt,
3 H", et, The far tl da,it v-e n,scn-y patic, of thb otru,�t-,,, j th, F"11c :dry
1etteT 1111,1114"It" the tyFo f celex to " ted to V,
pr'c"'t o,x,,bcr�ed ","Ar, Ah,11 be pined � a tfl f -ot'n"I at 1,,,,t C,
,-"ts the, � of Grp,lor L,I-Ilf-111. Th-11 -,ddtm, f,11 t,, orllldl LA'I�tor-
,,,,oxt W� the ant -,re r,,o f V, tense.
Precast P',,fa,,ed Cd,�ttet, Cc,, Tons {Eccentric oz C,cenutc) h- Pycc,P,st r,u,Odr-sd C,,ct,,t�,
Fl,�t Sips Tops y EQ f,, C,,=m� d1o,k ttr,z!,iro, To,� I-, Tots 1,11 Co en
ted t ixor tax.
C"", ,pa ay „n 111 �tncWv,- "'d con,�,Irc C.", Tsn's � a11 to, ,,el !,I,
nrt stxuctv-s, 5 feet Vr 1"$ d depth, d.,ys,t"t h, D�,,cr.
Steps tf,, fclld*S,q rall ta i,,talled -,r, ,If stT,tuse�, ,,r 5 f," in
df�pth 16 t1sh C-C 1,o,X-1A- pre3eot a e,ata-,,,q Af 4 f�c- !ho 1,A1
,., � 3,"t f , t,�b nt, 1"'th df 10 ."11 of l, and
t, .Am,ntr,t,,d le,d of M0 ItI, 1t1,1 1p'.Ib,h�ed u�
tre"t'A to ro"It 'h"ll h,"e , -Ihlru, cz,11 Alsti,ml d-,,�,h of I anth
Salld Alo-,,nir! t,d, s"'11 bo, , � cr.ss d�-1,, f M�, ,ch, Al,,,�,,
to he t,tbrd ,,, c,,ncrete be "", f s.,t,ble p,,ht,
ch'� oth, prt,� to �pc,fibbt,sn 77,P ��S ., St,po of
,mro"d PL'st's topted rei�ifcce,nt bo, re crotoblp.
All b,,t st,,� �h,ll be c,bf`dd'd 2 ,cr,o 1",T �111,s
All prl, "'It I lot U,t,� I to t[,, p,,n,t iqg.
01 Fts,"t tlb,fo-ml h,,Il r,t P1,1cof wWn t�, tc,��, 1,� qro_c, -a
geed Q, th-
G2 6` blb-k
10 th" p-,bcs �,zb 24•' or v, Pr,,,t C,Och
to At'
Fill aItft
2"
212,
22. hZ
-tails of 1, b F re w nx"�^ .ally s"lotted �ratp
(c,,b 2c,,rqht l s.ahle V to 9')
_ l _
i�
C 1
f
15
a races
I o Cr Y. ♦0r
F. ♦Q�';;Mt'�3
TYPE dt
rl e Wtt14"ht <
Grate "',t a5 i..s
9tx 1YP.C. i ,
16
'8
SPECIAL GRATE NO. 2
FOR TYPE "A" COVER
1: ............y
r
�. S "f TIT iS i_t:Ll..Y. r)i G; lum
"' . •• MOUNTABLE CURB BOX
FOR TYPES "A" & "H" COVERS
1— ... 53'
-l. ",'t rls of ^,x e n Gw9^°ially 97,0 'd _ate ",
(CIth 2c, -.exy f ldlultlbl,, fi to 9 t _15
16
2" a TYPE ;;H"
t sanxv+xz-Ana riex,hi 5117Ibs.k
Fra-e Weight 220 1b,.
Grate Wfntht 175 lbs.
Bo. >wniaht 1.15 lb,,
2
12 Gc 1
x
y
j
Lq
3
t23"'
A
SPECIAL GRATE
NO.
„f
4
e
w
FOR TYPE "H"
COVER
_, `.
140 Sbs.3
lq
-. I-11n
Le euiinal mars
I
... ;. .. hx s s,* a as
1 % �
A
SPECIAL GRATE NO, 2
FOR TYPE "H" COVER
lne (
r'zj'e�-�so�r
f$o»
1
37
u
f
9Dj
1 1
s
.,,,Ozractic-,
l}f }1Crc
TYPE ` WM"
It gzosxra to Hoe ht 670 lhs.t
Fra e 6eigWt 3"p lit.
,"' e ne"I't 185 ilas.,
8.o. Yt""Irt 135 1hs.
cF.�i 1 . JT Iit ;txTH
SLOT . .: PICKLE
T?:.i-FS',", iS Pk'TR TiErl.
Ozap.mm1 Sits shall to ari ens ctl
to the b re,ticn of f1tI, RlrgT
U F, Y f" Itlt N ,, tt`,t :,-,
f rf d to to rc e sxhlc ,nd
lh Fe rolld 1. 9har 41CNi
( ; 4 qr"t,o st,.11 bs (u ss t3
e"PI,pi 7 dt"'ction of flue
(Sae sketch teltw7
W rh
"7zrent ion �
RTQ1,T GRATE
curb
.lirec txon
of F:icM
LEFT GRATE
ut. 1 4 °s i,n tt ;.a tors*Ys 'And eo h ehship not F n or this
fan l "I'll .,,,,Morn to the pectlrlelt roc x e... Ns bf the Standard
_Pcxf Yi•nx n tFp ,„pt xr. able Scecial visions..
tie 4ax i. 'rarvzn9s Ycz ✓:'c Gose'd lY te. note desxGnn feu "'tch Ro,e ,,, Ywnbole
and L ltt �. m+er, 1 11 o,, sub,rtt,l to tYra gx eer for Do,o,tl
.1o11dllll that s h 11tIrlot, iacc,ns make rro axon fn r.rry a$Cnt
c:Anacity ,n9 strength.
All TG.M1 3sein, Manhole and Snlet Covers whxrh are u1,ce:d in vehicular
miffs^ ""as h,ll c'.k:n.f+xksng" tVt9-
Syl ,I E? uovc. to SVA .0 5y oC. a ,c .1. t, z C u" d! :.,...a.
:3hd
.gin sh 1 to ..o xt a n u for ,,,t ex f rrei
7cr,.r,r 1 „;le rLA_.,, AVt° , r. ,x.ca .vh t 191. cz ce... t rt when
a. e_t CBst, th, "ll L, rm c t h aii'-r„ f x ng rurtl,aht
f,ustrent . s11 be 8 iruLcs.
The "tubl eei4ht of uxvens 'r, y vary mifhx i r'.-Cmnt, ii s er cicus,
nF tlf. ;f un mwivte wpi Sht.
23"U
is
CATCH BASIN
L...I t � --'�- MANHOLE AND
I S2"Q —;� INLET COVERS
56.G __....
TYPE C"
t ed ura P State of 4isaonsin
e� Department of Transportation
.--' Division of. Ht LhwaYs
TYPE"C" - TYPE "J
sloteee Grate nPi ht 125 lbs. TYPE �,��, A?eKWo
Solid Coover Neit t 150 1bs, —.—
Salia Cover _li GS 77 /
51,
GENERAL NOTES
'; z•• �a 111, ki� A prarvzrr sh riF anfo r^� 4n the cea finent rea:+irenen is o1 then on this tc tFc e cf fl w A -7
Ti5 7 'letazly of rc rer tv,,, ateri 1s and ork-anship not sho*r E
p tandard l .'i e a rthct at,,
d-1 fications and the ,applirxble Sre.aai. Provzsaons. of Pu ebe
r steci
i. +
p.4 it drawings for II be ed alternate designs for Wfrh `iasin, `a.:anh:;le sac c e-1 xis-. i{�
r 9,.e. r I is
19 4' `^�� ui3 S Tet r, e. shall b. s h-�ittej to 4!e En:lxr,eer faz' a prrvval t � 21 t x
33., .,. .,,. _. p3" .—..� _...._ � pro idi a that s .h al tern nk as i9rvs ._eke Provision for eaoiva!ent (ere .n _,b Mill) •s
I4 giund Fran. j(� c na.it sntl vtrenath.
E ,..,._ 3 y .e AtI ,atc ry v. .. «s.t, 7
c:Aua S s,aw h 3asxn 4a Fol. and 7 ket Coer hxxh aze placed i ahic lax
.35T1 ...___ Q- _ traffic all "hall be t ft kz 3 tyce
1��"+,. 2�� I.r. tF.C_ ) 42 rf c o �,y r Ii, d In, e .c of C nr Z... Core
i n C t 'r by "T Ccxll C i p' C CtP rose GxzeCiih,
4-[ dz fc t h x nfi tz t ixmast ex fc cna o€ Fice _,.."",= E �"---7a,_ tl,. �RSGii (RATE
TYPE " B " - a: ] l.es c 11'G e rent tL t en
..,,,,�, STEEL. GRATE CAST IRON GRATE ttt _-;,t, .Lys ill b a_e tt.,h tv, .. I!, c.x flax# Coxh
C Appz6xiedte Kei0ht 395 lbs.} (... oxr.. etove q ,t '<4"9 Is, its a
sinew Ill 285 Ibs. t ...c i^ata G.,I;5lhsT I v'"" ]. t.; t t --
:,ht a_1 be � 2-
Grate tteight l2G ].bs,.
.' 'Clirectr in
Altgo.hre Fra-e The " btp weight Of xrvexs nay vary wx tM1rn 5 percent, plus or minus, --
(Sge>aze tyua? of ffiq approxxaa t. rcezrlxF. + crf F1cn
35" SCuarc LEFT GRATE
tne Ty, e; 'lrI cover I,y s f ,g be a only r'<.:e grate as a stoe7 q,,,
,I f:mre .it the contxapt¢rc" optic,. A frucxe ie it repulsed with the
rest. irc, Inver.
t {r _.. 339�«._..
Cog 22 1 x ,r o r. H2O triad c9 " 7 T)'
aJ-tj(t-t - t{ IF
(' TYRE ' LM S"v.
4�~1 1� �! 23_R� �e 1 x�. _..........j. C4UTIT'�1 CO
SLOTS GRATES
S.1..)L.H i.= Inuh Ct .tt.. t{`S Ott I all
t�F Ck Ce o r ldeta Tl"iCr V� TUb to U iF"f. 9Y,
x ti , 5holl t'( C t
jj jj (( r ixc s � t. felt rttt ct.
L 1.. x t R 8 Tl x e of thy frcra
34IAg" IS H,'I17TF.0. shl1i f 9 i i e ste to of . P clo"Irylys, .e c
+l 1` 52" tl, grat,'t.K! th, f xzi t llcoed 9 ny s v s io bvss oll
F LL Al, d Ly t "IrSl bar s
t x mR k x6 fr,nosa J 1 Le- $7 T .. - 3l2 - sL M z d " sf cJ t ! 1'e1x nit. cry w 111 oft fybrduotzds.
-242` b' - 31` C er.r, �.�.'�li n ip aved by tVe ,r:n rcer
40 " - - , j
— 2d G
5l k�.. _. 2s 1 1
r ; —--- s .
_.. 33 2
I All D.I,rm.ato "so ght 8SG IIsr
Frary, 515 its,
Back :irate 160 Ibs.
Front grate 175 Its
r^ r-^^-^e*�
TYPE "L"
fA«or p.iaate 11 220 ITS
s
m
�_ p
r... 312I
�.., _... :7 U ........_
A Iv-L
i_
3}—
P tJ -�
A
err,
F`vf
( a
TYPE "'M"
(Aupro.i..xte Ill 535 lbs,)
e
F' tli�re nsxc. 1, maTY accnrdi ng
I. type of ,rating aced
. n%
1 2
� SlT
r'
.9 ]
TYPE "K"
(Apaen.zmate Yfeight 785 lbs.)
8 A5-3b
No. 4 Bars .. 6" C-C
€ BI
:a /
e CJ l
,p4 C
Bare
� 4 pars 12" C..G
HALF SECTION A -A
pea-,t e If Id Ccn¢rCte
k'
It
i
7
c.
_
x
B T �.
n
OJ—
Pe,pfonced Concrete Top
Canoe' Alin.-(strn,) cr Precast Reinforced
�1 tpP.ning �"'- / Concrete Flat Slab Top
i
ccentrxc� �� lv .l" No. 4 Ears . 12.' G-C
cc"l, f
(:pticoal ".�
4"P'iS tX4CtiCn A
!ain4
4sn. Step. \x,
Grace A
�. �Ccncre to
Split Pipe or \�,- No, 4 Bars 12" G C to 12' depth
-for^, concrete 6" C-C oven 12to 25, depth
to fi.t
SECTION B—B
REINFORCED CONCRETE
MANHOLES TYPE 1
r \\ o. 4 r. s t2" C C a 121 den F.h
.Kilt f 1('f p: foP"II 1 ��,. �'
cpn_zOte to fit .•% 6 C'C. OveI 12' to 26 depth
Cone
Lipper"`.
o
S
N
_ a.
Nv. 4 ears
12' C G to 12 depth f
6" C-G ova,
12' to 2:` depth Grade A
cancrote
1crtOr
6,
Nortar Ezvek 4$"
o.ont
plaster CC'at.
12„
Slope
a,./ft.
4„ 4in.
Split Pipe cr for,
ccnpreto to fie
CONCRETE BLOCK
r i �
.a1lY n4 d t x Yi. _"lc I, ,11 h t ,.,n Y this rliwiny
,r.+11 ee �fr .e p rb,,e.1t. ze. Le u.1, of the,r .ern1 xficeticns
rh
Tr x i t 1 , L� c
Sed -. I• c e altt [e i fc i..e• f. ei"r
s .cap r li I, ^nv.4te to to 1'4�,aer for „a..ove1. .,,v.1_n� that
ake nc'I: , fn_ ea,i -Scat cno'city and sL tngth,
1 Cat t ;u� s e rs:9lttct c the n1 a 'rn rle 1 4
h p os 1-L `Stlats e H", a e re first drag r'esi tie rasCr
u rrn e h s ct e .d the tpl to x: letter deer too i tore of
t ( to C to , f the c )let t,.rt
PrOCItt c rto rf is hall be pt ed a red of e c i 1 r lsast 6
tr. depth, hi h e the. r v trt pots fit..lO, ,,hfill. This
F 1 c „ ] P ,I PSp k & 1feiYll O, o t for the t,,t;T4 arp,
� t e hlsr
P.
t u . ea fe Ci rate C Tort fee to rlC e Cc entrxrr y be a nee,
C .� r fl Mirk LX t PS 'fie Core or ohsU be S Yta11E'1 4'i '# tee .ef rro I'tar.
r re 1t i< Cc a i s ay as h c r11 s tubes > d Cdnc t x Cr co Topp
rl1 b; e c ly On tt .toss 5 fret or le, Ib Pepth, uolev ntf.erwsse
dx c -o y t E^gir, e
t ivet c the foPe r I e,.isr ts nha21 be i stalled xn Ak :i,-o;.aurns
c f in depth, I h U f e I vice 3 4 earn y ran- dear
h St'. of t x S F i the all t t r µpint of e e -vat v r^G.. 1e.rvth
u 10 -1 h I u _: l I f ^xt if 3 11ches and be tat le of rL ,portlny'
Ccn enf,atPd lca.l Of '?L 1.,.!. r'n%,en, `eta) StepS not Poxhied or treated to
recist rr„erosion shall have a i�+inz a... pas IeCtrcnal Csrervei.nn of l inrh,
Solid AS v..,rm stepII see1S ttavo a minxmim cress seatic,,l d,,Sion of (LPf3 inch.,
Alue¢nuo sue fac'¢s to M e,-bedded in concrete shall to ghee one coat of ¢uitabla
nlity poi t. such a I rfpcooi e O. ,, beeforainy to rederal. Sm"yioaticn
Ti-P-64fi ar c.uivalert Strr of anp.oved Polyp aplena plaetre coated reinforce
rent in, will the acoeptsble.
All tar steel rernforce,at ahall. to O-Iecded '2 inches clr,, unless otnornise
shcvn or toted,
Precast Reinforcer) Conurpte Risser '.nay to placed with tons, vu Or Corvn.
All PXecest inlet Unite small acnform to the p;Xtinent zeovireswntS of AAF.HTQ
C t5na an 41.9g,
Pr U c "- 1a a.te.r optnrreg wlth TYre, 'Q° "L" and "d" cover:. or 3`-Ct" diocese,
wrth i'yrt K and "ht' avers.
ID 2 ccO-se:, 6" hlcs:R.
MANHOLES TYPE t
State of Wisconsin
Clepartment of Tfansportat on
I
k
Cr
cc
,See Cstayl nAl'
5q I-
I
GENERAL NOTES
-
2'V
a"Min.
ell
Concrete Block
o
Luttilr of constrcrtnrh, -ant ,,r,,As no lle.k-anship net shy,1 on this dr,lrOl llh,11
f-
Crnfor, to the Penlco.ht zeaut'o",lz, of the St,ntl 1pcificat'o'n c,j te,
d
5'ecial Pro ...... l,T
C
Cis, "t
z
C,t.il,.d for PiaAls1 alternatcl desinns for nnsef9rcunit dalloge lrrustl�r�s
r
cu.til,atir
jaint
r
Discharge
plaSte A co"t
Or chwqc,
"tall no yutnetted to the Ellai,,W, for a,,,h,,,I .... td,ng th,t alt,x,,Str d ......
s
'Ifrot.,
set, An -
Cast. -in
Pir -------
t I
frortar
-ske provision for Plulvllyot cuposity lod traagth
o
o
tol eed
All P�l inlet units shall yyofoxm to tre pyxt,n�ynt reqhsse. -,,nty of AASWU
Fill. with
I
"nla,
*SelsAtloc of suk"'A or ",
\
o
-
bl,,,tar
deerh will b. bs�ld Ch t" =1
I'I't co,Ay bs,g
6" seid�
�4
is
6" tcll,
4" Min.
All Jrk_,,,ATc at,uctnror so. es,,g,ated or, tie Alone ,, nks"nooles I-C', Catch Faiths
size, shl tho
III
10, A
314", etc, The, ftrst digit designates thi, �,osoory pArt- r 0 h �t,cta,e,
n
util�red.
7,
1
6"
6e
anI the, folloltnq letter designotes t�p type of collor to be osed to Co,-P l LYIP
co-pil,to "'t
Welded
Wise
Fabric
Prm,,t Po,,of.ued Psyes hali be PlOsy, so , bed of hdtorYlsj at 1,ass. 6 ivol,as za deth,
hilh �ryts "ll. -emu,. 1-11rO fit Ba,kfyll� This behfinq o�al I he ly-ttcted and
DETAIL `Aa
MONOLITHIC CONCRETE E
REINFORCED PRECAST
movide nnifof, siblort for: the intirs, ufea Of the poo,
CONCRETE BLOCK
CONCRETE REINFORCED
ffrl,,yast Psinforced Concrete Flat Slab Top,,, ay tse wsed t,, the im.'tuovs The Tiol shall
to Installed An A bed of cortw,
CONCRETE
INLETS TYPE 1
All For Stull shall te el-tooded 2 ir&es Clear unle.,& OU,yrwire shown no noted.
I
Precast Reinforced Concrete Risers eho11 to placed with tongue dela.
01 Use 2, -6,, A,,hc,q for Type 2 Inlets and 3° la" ar,l for Type 31 1,10y.
Precast Reibfor,ed
Precast Reinforced
ft�l
Concrete Flat Slob Top-,
Concrete Flat Slab Tc-p"',
m
fot- 4 Bars 4"
Construction
Joint only A, oiscron,pe
Cast-ib-Place pipe _o\ L_
6s
MONOLITHIC CONCRETE
CONCRETE BLOCK
I
SECTION A —A
A B
t—
so. 4 Ears 4
PLAN VIEW
Se. tdotifil W`
6"
-'Concrete
Block o
Construction, Disch"rg
4l, ce"et Jo ink only "
pipe _1\
Plaster o cast-in-pl.ce
Colt
h4l' sf,t
ell Min.
V
T
0=3'_611
B
C
s, 4"
PLAN VIEW
Construction
Joins only cn
Cost -in -place
r r,81 ,81 r,81
all M,d. JMortar
6"
Ided erre Fabric
K2.9 p ff2.9
REINFORCED PRECAST
CONCRETE REINFORCED
CONCRETE
SECTION B—B
C
D
t—
_n
co,r,et,, slink -
5 l��
1
� �)
-eeA
��gbj
Dischl-il
Pipe
p, p let'?, Cost
9
So f,s,go
,-
T'
All lkin,
77
Ccvstn¢a Lion
role on
caust-l'-ploc.
-I_
5" tfrbl
T
Aolled dire Fabric
6 n.9
MONOLITHIC CONCRETE PRECAST REINFORCED
CONCRETE BLOCK REINFORCED CONCRETE
CONCRETE
SECTION C-C SECTION D—D
f
2"-Iioi""_. _ --5j"
.3"-0 " .........
Grate eic at , shown on pi."s,
d Ditch Dike a.,
i r DYrec l Yb 4 Ila,+�
A �""'"7 ailed Line
..1 i..,_.2 615\W ,r,.,,+�.T6�-.;,,t\�ne
e b
`__ ).a �l�%,"'vG�S'r'�4'St �''",C�.s..v ..(�'��C "C% Ditchi- ,///((q,,, DischargePiee Desiratie Pti n.
.�� Normal Flow Ditch
Optional
t Const,. Joint
Ears over
C-C to IS' depth-)-
6"
i C-C aver S" to 25°depth 21fi'
04 Bars 12" C-C to 15' death
6" C-C over 15, to 251depth SECTION A -A
PLAN VIEW INLET TYPE 8
REINFORCED CONCRETE
..._.__._..�_._. 6".B _._._
542=".___ _.�2,.ID�"', -- 2`_1@." Sill Grate Elevation shown
an Plans - ...
�^ Direction of Flow
Ditch Linen '
i
B B
_ t----- c== 7T,
Ditch,. ,� c Desirablehits
n. -1-.—.
en
—T all
- ^ F4 Bars 12" C-C to 15' depth
w<, l 6" C-C over 15' to 25' depth
PLAN VIEW
INLET TYPE 9
REINFORCED CONCRETE
a " r
C D+� C
2'-10 a
ED 4j
`_No. 4 bars spaced
12" C-C
Vd
v PLAN VIEW
p INLET TYPE CO
REINFORCED CONCRETE
0
en
Slope tabard direction Ei� 3
of Flow -. 61 I
m
Slope.., -
Discharge CI. Pip,_Opana
Optional _
e _ I d4 Bars 2" C-C to 15' depth
Const hint ^ .._,.P 6" C-C. over 15' to 25' depth
i
so
"T'
i
g d",
tll_..,_ Ditch
e
Tip. y--yfff( CL
ape R. el 4 yPe�ft. IIt7�1
_,__`° ` 3 ,.
6 1" o„
6" - ��6"„
SECTION C-C
N
I
Dike `o
real Flow
ich Line
3 Grates G 4,1
4 Crates
31" Opening
rF
GEK1EP"t *k" NOTES
Details of construction„ materials and workmanship not shown
on this aepng st alb conform to the pertinent requirements of
the Standard SpedfIc tions and the applicable Special Provisions.
D ailed Cra dncs for pronosad alternate designs for Inlets which
may include of reinforced concrete lnVus shall be submitted
to the Engineer for approval providing that such alternate designs
rake ire niur `cr quivaien! ea zuty and strength.
Precast reinforced Concrete inlet Units, if used, shall conform to
the requirements of the Catch Ba41f s r%anholes and Iftets SeCtlpn
of the Standard speuficallon"s
All Inters are d solnataf on the Plans as "inlets 4 shi ",etc.
This designation is interpreted to mean that the number, or first
digit designates the nasourp Portion of the structure and the
fo lowing letter designates the helps of cover or iron casting to be
used therewith to Comprise the Complete unit.
All bar steel reinforcement shall be embedded 2inches clear
unless otherelse shown or noted.
`lon --- J
V
old, 4 bars spaced
12" C-C
REINFORCEDPLAN VIEW
INLET TYPE 11
;
INLETS TYPE 8,9,10 and 11
... State of Wisconsin
Department of Transportation
Division of Hfgheraps
.,11_.1-1e "o, ........
4-30-74
- Yry -- <tnEf ai ln(itit":x C4Y!{Plwf ni
fq
,s oz _74._40 .1
_-, S_D.D.,.,__8C5.,.1 _._._
"tat b,.te f;rre of 2
b C.-•t' fur; z iBato-nt
. a -.e-t .T.
�1
S a. 9 et "ae
'. •s a e1 S ,.
9" xa. .,ud 3" xn us'.• s=a1. Fe 6"
anY ess o4cer.xse sh + o. the clans.
HI" _ :8'p 3S a0}.'iL2nt tlAve^Pn( thi ck�".pNs
fax r.,a.. .,lr ere:a t a-t 12" fu-
T ,,d i s_ Pars U-ttted )�
TYPE 'A' TYPE 'D`
u ., t...:1, .,:. P4RS) .'lxu__.,x'— Til
s ' ,
f• .vry, xdcv ... .. ".
TYPE 'G' TYPE `J'
xfflzfflz.�
e Lani of C tr n "ate tat evk lhty It Sb1,1 rry tMl c aS r to to tca
the StT c.entfxcati is end[F rppli,r],In _«e tat ."x sxcr..
,::.inYs *alY 1'st Pa sealed in Cllc.lta. Cua c_ CcncrRtle Curb S CuttI-
me o (''Tote C h° f,.ntiCxstc Curb & Gutter ur Cccpteta Pa cent xs a. C._d ndtj s,,t tC exist,
cone e e P c..e Y te. Poo c this d a l w e rlll,rId
F` ve"t T x s a. Txe 'Fill C" es y usat n+. c fc e th c. t 4 of tin
tit.ada r ¢ c z.fi atrc
R ebQtc'f khf cc h urlj qtl,,y bft cc %tray of „anl2ct tca "ua,e C. brraEl C a se „T,vtded
u cma^u-. of 6 it cFes dIlth at a-enc:ete rs .atr taxned It flhw. 1k,, ltre.
iho- tai@knQs9 of C. b Ertl 6ufter at the Tave-ert edge ''hull Ce 12" -1n
Tnt...x al Club 8 Cotter h;^n used shall b —Iltz red cad buid fnr IT Cr..b " rxtte.x rlj s1-ni1 cmaforc
Ya the details fo; t._^n:ntc Curb & Gutter sllAudirg the T,ansv.T,e Cuaor SSnan. Tc G'ars me
•'rt rmq 'Z'd kith this ulternute.
Tp, it-'.145 If the bul^,,4 course, if used, nre 'hCmx ¢r1 4he tytal Cat C'ss' sectlpns eLen`.e YR in the
Calans. 1.�y .±Cditicnael Width of Case Course necessary tC a�u.... a,a tw t, vin} @ouic'er�t wiY1 ce :at
thn CCn LSa GY CSS. Cx^^„ea SC'.
(D = Dew Curb & Cutter', StlTf,uce Cruxe.a, Concrete Pave-e t ur cattier rm Ccnrxete..
dF fr center of pavenvnY, mhicft"er is 7ess.
## = f'uy 11-its fl, Caocxe [e Iutn114 Cuxh & Gutter
72
cnt
1 � dt rc.'. � _ a.e r•. �. .,:
pv.e ent'\ L Ya I
A A
Fam"
7 ME
},.. It, _tom �• _..I, I f _ _ No 6 Tie Barn
'' •%e
Vars tna..e.: ..
TYPE 'A" TYPE 'D" TYPE 'G` TYPE 'J" v^.f sk¢. aft +ax+q cuter
Tl: BA+eS) i t._.,.,, a L: �tn3> ALTERNATE ENTRANCE CURB PLAN VIEW ` e-, <rl" IT t.n t..,r4.
(d^eatpd ':x t e ,:.+se:i 1 aen E.xstC np
CONCRETE CURB 8 GUTTER 18" CONCRETE CURB & GUTTER 30"
toum
-
tt. er i .xo.aao
24
t , r
c I>
G
1...h-_� I ..dl act•rt t Pro i ...r e P 6� —
-F it SECTION A A
�n
t I t
T' ��= d ` ,� PAVEMENT TIES
td
77
slm
a 1C c. , f - �(y�^�/T7/0 trm+cn ,a C -Ie fl. T.e •� �_etxr
oea vartrul
PISS 'psc d C.. v..:. 5'..t S ,i• L.: f.' I:'.., i .,. a.. V CONCRETE CURB, CONC
TYPE 'A' TYPE D TYPE K TYPE L" 2'.< CURB $ GUTTER AND PAVE
a
(',,CUC..:G TH BAPS) (.xc...�..m T'� 3S) (I'd., S.. l4 ._ _.a5) x ... _^55 1T sR:: �a 1 .. .
CONCRETE CURB & GUTTER 30' TYPE 'A' TYPE 'D'
= e'' x.. 32'-' .a awe .;cati ce e'• CONCRETE CURB & GUTTER 36" ®epartmenr of tran_penaa
L'iIPSti G'L"'e: rv}iG •v...wt ,.i °..0 ,.l drug.
iwteavea
CONCRETE CURB & GUTTER _ --rt _84 D-a,1�2
I
-------s S' cing
2'
Sod
PROFILE OF DITCH GRADE
Variable t mortar RutN, or Concrete M3sonry
------------- --------- -- -----
toasonry thickness shall beW-T" for
Corel ere and V -0" for rerfar rubble
Ass' oar.
tiorlisO
6' f�orrral Var. , 10' "'o.rmal -
')or,
fine
Var,
3' horral
T—
rkslope - seadr.
(Sod
A
10�1 :or
Shipul,!,r slope
24s,
Var, -5' Norms[
olin. 6"
UNNIMMMIMM
Ads. t:crmaf
Symmstrical about
tale I
r, '�oa-
MEDIAN DITCH CROSS SECTION
d The Minimum depth of the masonry motion of the 'pch Chocks shall
be equal to the maximum depth of f1cov. The normal " d ".rill lba V-6",
- lsl.
4A %'orrnaf
Spacing (ft. I - - 100
6' 0" Graue
PROFILE OF DITCH -GRADE
PLAN VIEW SHOWING SOD
SIDE DITCH CROSS SECTION
Air. -lip' fxsrnal
Symnctirmal
MEDIAN DITCH CROSS SECTION
"-The rini—tir, height of broil to te sc'.-,-J shalt tda equal to the,
naYrrun dirtin ct' fh,,, plus 6, Thm,,.rmal " h ` MH be 1'-6",
6:1 formal
Details of construction, materials and vorkmarship not
shorn on this dravhog shalt conform to the pertinent
requirements of the Standard Specifications and the
applicable Special Provisions,
Alternate designs for ditch comes, of the material or
combination of materials shban hereon, may be used
upon critter permission of the Engineer.
Sod Strips for ditch chocks ray be placed either transversely
or iongutudonally to the dire Lion of rater how.
State of Wisconsin
Deparinneeir of Transportation
Division of 11iqhlvajr,v
M
e
iq ❑"
I
}'2u
5.� Y
i
f -. Tce of s1c�.
Y
i
q
I
1
1_.._
e
t
M".
o.
TxP
y
PLAN VIEW
Stakes driven flushlhe,
oo,l Cgnd LElGnS Co I'Its
Exist,q ground
'Fill sl Gna
e ry v 6�
` 4 eM8
FRONT ELEVATION
WNEG ERISTIFi GROUND
SLOPES TOWARD FILL SLCPE
PLAN VIEW
-9taBee Cx'zven f1oslY ,hen
/ sa SR cenCi tlpns cermi is
6n s "' Gsrec tion
rtlN� ? at /lam
gzcund �
FRONT ELEVATION
EROSION BALES AT TOE OF SLOPE
WHL'i EXISTL9G 90'L',D SLCPH AWAY FRD4 FILL SLCPE`.
slopo
Noai Stlke, (2 pax EalO
f;mlral 22 x SD'" r_x. ,
length or e, ivalent`.
J%C
d W \
r'
..
�,,,.!�.: `bed
NOTE
HmYaa A11 dz.. ysirnw
>ve apprauiea ^..e
DETAIL OF EROSION BALE INSTALLATION
1E .mikes dr P fl f tlpn
.ect spiA
-7--7cpr�xtxc e n E!xs
^iY r. L z...i. to
Y]r.
EruxnC tot 1
•� Chsr^ el C a..qe � f
b Y� �p Y1 YI^ II
dl jl Id dY tY 11
y vy YI Yt
CR ll 4t y� Irn {P
EROSION CONTROL CHANNEL CHANGE
Elcsirn Cc,.tza2
?nf lreep[ing G"b:lnk:'.`(in4
Erhed y E,-t. d
fyd R',
4=o, ttr5,ver+ flash ,tort
5pxi 4"^11dS YYCY's FI':r^1L5
d
jl If [f li
I it I( yI ly It
4f I) lag
EROSION CONTROL INTERCEPTING EMBANKMENT
I 1 • 11 11 tl ��"
p q I 17 { I CI ❑' CP 6 `, y Cl ❑ q.
PLAN VIEW
St.14e5 tlz iveyr F1usM1 ,hen Zf zugvi: ed knG x'p,y ray to
,yam aoll arndi [ions carm-1ts usad nith stag5azed jaYn ts.
FRONT ELEVATION
EROSION BALES ACROSS DITCH BOTTOM
" Cet xl of u tr txur, z ]1 '.nd .ohms r yr tlul r '.
f-%il r,' f rz to ets hrertx e t z is ur {fig 5 a .,eciP c ., x., <
d tf.a +xvpl nr to .+peaxa2 P. Gvs sx.n...
EiakesshsYl Ye gYa,ed end to errJ or bu.: 1- Ggr�q at r o;1es q> tte do tectiorr
%( (Sn -..Yd 1 r yh vp tt vsr Gf tic $ t J til x e 14 .n�. ends,
rate f Le
vtakee to be bmityzed zn cppmsvPa di eerrtacns.
� xs dot?z^,rod by t("~^ EnCxncez.
-.._ 0..... t%Cn
ixYS Linq
2C°: slope
FRONT ELEVATION
EasasM ins 1M
I
I
cot.xc.a1 t:es;rn
-
TI
Nessused Length
of c.I,ert f re, - -
neatest fe.0
um
END VIEW
Grooe,l ertl In, el.rtlet end sect...
" to,un ecd an inlet 'd seatT,
=Clete
sr t c
t.s s t 1 f I b 1 1A
P,rfeeC 1
LONGITUDINAL. SECTION
PIPE
DYA
(I
APend%' � DI!.IENSPONS (I,,M1nY}
/EtGNf _
PGft T A
9HCTIQflP C
��
.__.__.._�
p 6 G
APPRO%.
SLOPEtb
12
530
2
4
24
.0g 12g 2 4. 2
3 to I
15
740
Pq
&
27
_._.ry
73 30 21
-21
1,230
9i
36i
37'
.73' 42 22
24
1,520
_2'
3
} 1
43
0
F., 3 3__
27
1,930
3
n,
491
2t
Z" 5 °y
xq
2 1c67
31
12
t
14
t3a P3 3
FI
9 1C>0.
1_'
7ia 41 A
2
.3
5 0
41
.5
11
63
35
3 73 q
c 50
_
Pn
t2
°
x_ E4 5
3 In L
54
4
9 0 C
..5
27 tt
65
_
1 0 5�
s to t
Z]
ti
10 3t ..
J
3
9 �
2 xv Y
GO
5
11] F J
fS y'
2 jcT.
72 3h 77
2 5�
72
12,520
7
a24 , 36
74
_2S
1 I 6
e,
iF
14 ']
7i
fe
2 ,'
d2
_._21
2I
_
4B 11 61
2 1
34
15 160
_._.
6
..
25
90y
_._
21
...._ .- _.
111,2 120 6'
13 tr 1
,. teax. ......
REINFORCED CONCRETE APRON ENDWALLS
lee-
t
I�
i
l 8
i
i
I
PLAN
r"ine
�r
W,
v
TYY 4 t
Altematl. for TypL I Connection ,
END SECTION CONNECTOR STRAP d r
side
t,b C te, x... t'I t[
'Cl I-el_d"T
r C h 1> " beca a-g t
of c 1 e . ! _.... ....... _.
/+ T""`., ^., , is 1 t 4-. es
t �•A'QV\ so 1 .ir 11 .+1. e TYPE 2
!f
s.a.f ,es ,.i ,nt.v t. ,.H.cr, Fee COI5 c 1y (ta.c°r7.ar 'p )
xe. 27 13 t c >Y a c^tlx CPxrc t,tO
h'et re .. Ur ,,.. Cougli d band
Y _. t ___�. i.__y x of lvert xecuircd
1 I sIT c Pl. e( h ess
�
-t 12
tat tall I.i-; Y e7 Ctcc —i
„yt 4_:x alled
f , t C.r, t t n r'..., Riveted os
.. p1.Y^5. \�\
is ^ o7Y (.,, a. i . A Crtl ted
END VIEW or �d.e�tlr }
m lace
�/'rslocc TYPE 3
For 12 t1 - a nnly IC27c'I'll ci
For F 3 3 1 fFe:e x b}
T t� rere,
� c lin; - .TF.[ Ellrd bolts
i'C 14Yrc F....'
i A / Sire t
L ! °1v ted cT bolll t f i> °
__........ _._,_. dx^ I a f C r lo. <! r _ e..uzed Ycra n
.e_uq,teu La.d} of colvrrt
SIDE ELEVATION -
TYPE 5
Alt,to feT
l s xP4 ( t Y Id cx RxC,, cbR
n YHICK!IC
-
PIPp
DIA.
f nv)
N. ,S
Cl. .nes)
STEEL a&un t
k D f4
l' LfAx.� 1
1. L9 L,2� IS iLO['E
1p' �� C*1 • Z
12
CI C64 0 CEO
6 t; 6 21 2 17"
24 21 to 1.
t
r 1 21'
0 ._
13
3 10
� 33 15 �2
b
21
O.C'_D
_R_
3 12
'_5 24'
42
24
0 C64 0.075
10 I,3 6
41 3 371,
43
.D
0 1071 0.0
1. 16 a
_l IS 2a
E0
�.__...
;?5
C 71 O. II.
1" 13 3
ktt ) ryt
�
72
t2.
n. t..
0-1.,1 0, 1_a
6 n.
1_ <2 1.1
5
F.3 2- ]5e
33 .. i. to 1
13
o 13n
1R 2t 12
73 24 31
90 2'' to I
Ij! 5
tl
. "Y
'3
111 If t4
j77
"9_
37 -
fi t .n 1
J7�
1
-2
7
T 2 1 x an 1C1:3{
J.11.4
lt3}- 121)
07��111
3 Sa tot
METAL
APRON
ENDWALLS
FOR CIRCULAR
PIPE
METAL APRON ENDWALLS
FOR PIPE ARCHES
s
.l d f t s11.
!Ll u,t.t v t I1ca11Y
CONNECTION DETAILS
CIRCULAR PIPE
Irr,nj too,
.... .(s. 3 c
s 1 L+
0 1 ly c t e a 3Y.
x :et 1 c
a c
c C t I c [ t 7 1 e
c � 1 c i1, 2 c3.
PIPE ARCH
0.SC9° Thick teIi,. steel ox
0 1091 thx k a1 Slum
pT Pt2 5v0..e'Y`
L'oo"
6 C-C
sleoll = ea.,� "� ii 1 CI.P`. c 0.079, thick
Le6t l steel ox d 0751, thicF, al."
x® yea t YtShY C P 5^iC t
rice's.
i c t r to Pau:x-
cY4ic, tI,,, of Yoe end se_4icn.
StP,l or
elr-. Pnittret ,,d'.} ot,e is
s ace! at G C C. CveT-
�e length of ri at - 0,76°',
srdp ell sY.eet
Ed e of oIdP.Pll sheet
•Toned senugly i ails' -� Yniev-eta T gSly. steel rM
�steni ratl. r 'm. 4 Saly rain Pnzrinq bat.
SECTION A -A
t n1 f
t ° x sl 11 cc Pc io tia i e t a x +nts of tbb
tr, t c xP 4xc d tl.c Yt it ix1 Pro s"int ,.
t :xtxC s f ti. d Y.. a Eereo.,Al Le
c '. it e r. tli t o 2 ie c vy 7 d st ar Y. 5 .epx'i tX
n,; P.xoe „trL.'I of ttm t+;i `.e tx is c5taicc3.
L rtc t e t lllllb11 110t b, ed e< to llllllxlld tell
llu nte, C
A anx a l or 11 r c91 ia. 11r t.e TeStIllld
cv1 t t ee of the st xl Te, a of 1 x 'd s,e l
_i c 1u 'o rir s ]s 'rx stt c o i et tte t s et lv
St the )CIet xit '( ee kert eo t S be a b i t to 4 5 t tt.nt
e x L e r5 lv e Y ck or rt c ste i4kculd ne
-5ph It _—ZeelrItlo t 'x sheet pt sic er s,e ket Or
tt e. e° x_ablehott,r,ol cf s xq ntx.l 1 e 9tn
eben t c o 'r,u a ch c It. ,, "t11 ,, to to laid
l e tt n.F hey .rll be ae 4 ,d the
f 1lcnxng
r'tP 5 Trt,11 It ! tS1 x tre of
p rc tus
r,r S Trial i t f ""Icn I... the
dt:,h.Cl Gf the axpP ntIh G1us 6 "I,hIS,
TA itwtio t of steel z: tolled i to c ,e
,Id,Ill (L1 } '.,d 1PO Toll on e o of
ea t ll. (L2 } Ts ee x ted fcr . etk spsen
e. ells 11 to 6 dTo-,,ter fox cx.cula_
uzce, 1,1 77' x 52' to. acce :n,cheL,
j}F'h'ro�u hHx9hway j ((®r �1-
�......3---.-..._._...._.
_. zsa° . I ls� jtjf
t_
i
t r-`
10;1 Sailer.—_..._
I l
h�
This control
eclat ns located
ch a 1a:'2 taps, fiom the
footrest radius curb had
__..-.1c ._... �
# T
HI _ R2 __..
65 XD 35 '1Q
75 86 R PD
85-95 40 __.so
1IX) w ss
1PSA10 60 45
TYPE "B" SIDE ROAD INTERSECTION DETAILS
gr.«
rou,h uxah><ar
ICA
i
{
F
ftl ___._�
ry � Sncul Ca: rvtid tYr
_....... 9"
�: P _
so 51
s
Padxi fox Type
"C" are the
.o
sa",e s fc-
Type "B'°.
TYPE "C" SIDE ROAD INTERSECTION
DETAILS
...............A._._. sm ° _._ ..®
z.R-...._...-.�.2a"
o a
h h,,I a, q _....-. ........-. F
12
I z_
Coxrete Cc1b 5 Cutter 36 . race, curb hei,ht
Q" to 5" i Itl a•' 1c,;th at erxls of curb
91.1ter
arc Yee sce rr A I a;ed tcpsA11 a oCed to a Q=ACUTE ANGLES LESS THAN 800
0 ni,9tt z bxck of curb & yuttsz seof ipns.
1) itl` Tyn3.a_ TABLES OF DIMENSIONS FOR T.o-a" `
VARIABLE SIDE ROAD INTERSECTION ANGLES
(Values Er t,.ples of 01,11a, rFall be nsezpol st ed)
B _BV
_ = t-._ y H— P H
6q ai,5 16'3 9 6'l.b 24 3 64 la4 5 64 .X 21 .5
6c 9.4 I6G + 63 6 5 q 88- lal 7 69 4 10.X
6 37A 35a L 99.7 21,9 58 1 6 8 fi.4 192
1-1
35
.X 15i a 55.9 x9 3 4) 13l F 52 .A 17.4
2Q 34 ,4 1 4 951A 17.0 : 92 128.9 49 5 149
_...__ ISO-
- —L --
ar
PASSING LANE DETAIL
sta
SI.
1?"
(1)= of ae,ter pf po'e"est° on 4 s 2°-0' Orf. Tie
whichever As less gars spilled 3°,q" C-C
TYPE "A" TYPE "D'"
€I CLLTJING TIE: H).RSt HXCLL 1x'i THE BARS}
CONCRETE CURB & GUTTER 36"
ry 12' Normal for e ...ns tzuazicn
In„icates a.h.iliary lane
a�
'2"-- - ndyacent
y"R r_ 1°R Pavrsent
2
e^
ip. 4 s 2°-G Get. Tie
Bass spaced 3 -O" GC
"W .as. and 4Min., and shall be V
call, other ise sheen an the plans.
S -e ; ad9,ocht ",,at thickness
F pxd ps -e +t and 12 fo non-
o
ITl hve-e t film Bars omit.cd7.
TYPE G' TYPE "J"
(IN;LWING TIE PARS} tEX LWING, TIE B:.RSI
CONCRETE CURB
6 R.
n4
-~
cc <� ete Curb
.
.Tyr "G" ur ,G.°
1D"
4 1w, p _ Fr,
Occ,hn ay Id, used interchangeably in acrbon"tipn px separetely for ar"y
cnc 'lets intersect., deGendin9 opcn aatazsecticn angle and surfacing
of each approach roadway.
SIDE ROAD SURFACING NOTE
If the side road is not presently heard, p;rv,,,ht shall be pissed to the
knits she n In the case here the 1,ohitioctio,h li:ats are bdyhn the
pavan, lx its cx sled agyrepate surfac$ l sha1l be placed teteean tho
p+ving Ss^its and ccnstrxtion limits.
If the side od sd is presently F ed nee p:, ,,at shall be placed to the
limits of design is shaery and beycod° if necessary, to .'-trot ex.istirxl
vda,,,nt.
If the side read is the construe rr'n pr.ysct, tM intersection sarf,hrr g
Shelf be the sa-se as for the pr ill ae E.
Nee P,,,c t
/'off Existio4 Surface
S.D.D. 9 A 1-5
2-
----------- -----
R 1 7 ---- -- ft. I
n- - ��2'j yv : �'3- -'r ft
- - - - - - - - 13 ,) T , '�- 1- C.0 P. '2:7
L5- M-1,-
5.
All l-'ll, ft, l,, h,ll In",
z-- --- - - -- - - -- - --
QV6 f a
T
-1
Iff -,J If
GENERAL NOTES
d nat sNom, cn this
ff,41 cenfnx¢ to the of tom st"d"td
and the
WINGWALL ANGLE DETAILS
6,11 daces fl,,tte, th,... 2'2 1 shx1S be rrsrped t. rceet th,, tvo of tha
All he ,f re'tar 7,�ttle
,sc,ry. Cc,,txurti, tf�,ds and natexials fo,7 -orti- t,tble fa cnr,
Fx ,J, shall be
rt,T n,Lbll �.Ilf,ly S.,3-.fd f Sxd cuzfxc ¢xv f ith ay -lfcate Snile,er'til ri,cx-
cnry lead,nll fXwt,, Ind recx,I Pro n xe s Th,, xc yrd bid .ta to P,xsed
to, tle 1111d.,Illr� "d shall l,' tf,tbl" E,d,all,
f. tn' P"-" ,, 'P,,�tar puhble fox pt" Ar,,�e,"
---------- ---- t
V
Al r t o, off nd n , 'l,'] t r.c t 'd o f t f, fc , n
n f,v,d th, and -at,tal,
rvs_-Cr�t" f', I, t,',
t of
r�,�,Ct,nly of tf,� tt,nd,,,f
�th v -,Iicobl,,t Suf�ple,nt.l fdoyjelons.
- - - - - - - - - - - - -- - - - - - - - - - - - - ft, t,, N, c f 11
c"'Ull "t" "I'"r, -�fCrjry7 -Q kr P,.,
Ga
""t,ff n'll lfli�ld It"el fxn ',)"!I Ee oY fe,, "Z, "n.aa,i ,� !. r thn,
e{ ttl .area to l eQ ills e fs ,f �CE of t, St,, d
END ELEVATION ,,f n'th phfIb�pa,t4
r, U, "'d t,,
PLAN VIEW PIPE ARCH In,"n
CIRCULAR PIPE AND PIPE ARCH M1,,ed <1,1 ze f,bri� s,11 t, x,r,s je,
Cirr la Apex shall be �
unitl .Fill 01-1y "t 0 2
"n-
r.fr f-ot
2' 1
rr",j
c
...........
nC�TMR t"SP,RY tILS FC�
3 C, CIRCLI 4� PM A`0 11C.RTAtz
h A VASC',RY FN-R4-i (S Fr3 PIP
SIDE ELEVATION
CIRCULAR PIPE AND PIPE ARCH
M
I
MRISMIM
°ks.. 4 a 3°-Q" M9 4 cn. )
,y. de4 ice bars space!
V-W t61.9 en 1 C C
__...._.___Te-
p 2 b 4 Ft
A E ez.0 C,,r �� 6
���� Raad 5houtder A r- o s._ q p
(O.S cnk
Transit ipn`b.2 TRANSITION NO
~ SECTION B—B
�� Crans42Xan �
No,P- e dnf. bars xpacc3
Na. 4 def. bars ` \ f y, Y'-0" (30.5 C,)
Lea 30 dcxa. cdt off eaYADitch
4 a 4 6� T
PLAN VIEW B A
TRANSITION NO. 1
j 81
a
Top of eurb
C
2 fi
f 30.6 p,y
d
VV
(3Q.5 ra}
SECTION
C-C
i
Nt2iZs 6f coro r_tion, %3 terials and work—anshio not shgnn
oo this dr,nmmg shallcontorm to the pertinent reauArerents
of the Standard Specifications and the uraiccoble Speccal
Provis Y"',
Typical deecgn Chi, pnar,t das,, and fl, length asy be
vdifce: by the Engineer to -eet field conditions,
METIM OF PAkNSICNIN6
EAMf I fn. _ EXACTLY 25,i mu
I
I
m
E021495�
_BARRICADE TYPE
I
it
III
Height
3Mini-. 5' ff'n",u
*Rail Width
8' Minim, to 12' u,,
Rail Length
2" Mzou,., 4' Miairu,
**Sti.P. Width
V at 45'
Stripe Colors
I Reflectorized Drarge & Mutts
*Norinal drer.ioux when barricade Is Ic'Structod of
af Shall be 4" for rail lengths less than 3'.
k mmc'.�f 0
Type W warning L,/
lights rewired _\
Edge of
spades,
12' Max.
- I
his �
Standard "ROAD CLQSM�
Sign to be furnished
by the contractor and
Placed where shown
No
V-V mlh.
Edge of
roadway
Wing Barricade
V V
r 1,a v
R1 1-2
48' . 30"
Black Lettering c, Reflective
White Background
Letter Series "'O"
Letter height 8'
W20-3
48" . 4V
Black Lettering on Reflective
Orange Background
Letter Series "O'
Letter height 7'
The tCltrlct,, shall furnish, erept and npxnt-ih barricades and signs,
DstaUs regarding location, Spacing, di,ansions, fabrication, ontr1,1,
rich lettering, lighting devices and color of barricades and signs
shall pontoon, to this drawing, the Manual On Unifom Traffic Control
NwIdes, the Standard Specifications, Special Pi ' QvIsid,s and/or plans.
Type III Barricades and Signs shall be erected at the terc.1di of
projects and at other mapt or Street lay.tiuhhb where it is necessary
to control at ell'unpio Public at"" to the construction area,
IYPO I and IS Barricades "11 be used m projects when traffic is to
be r,aidtajded through the corttruatt" area,
The actual field location of barricade installations and advance signs
shall be as directed by the Engineer.
Each barricade shall have the hope and telephone cirrber of a person
rurbinsible for 24 hour e,ozgency service Printed in letters at least
3 � inch in height on the barricade rails. Prior to May 1, 1983, such
infor-ation ray be Shown on either front or back faces if the barri-
cade rails, After May 1, 1983, all printed InforoptIm or Identifi.
,qticn Prkidgy shall es shown Only on the aack side of barricade rails,
Type I Barricades ray include other unst,iped horizontal Panels
necessary to Provide stability„
On high Speed expressways or in other situations there barricades way
be susceptible to overturning in the wind, sandbags should be used for
ballasting. Sandbags ray be Placed on lower parts of the floods or stays
to Provide the required ballast but shall not be placed on red of any
striped hail,
Unless otherwise Provided elsewhere in the contract, warning lights are
required on all barricades which kill m located near traffic operations
Curing borrow$ Of Incleent weather or hours of darkness. Barricades
used to shield isolated hazards shall be equipped with Type "A" (Joe
intensity - flashingl lights unless Type 'V (high intensity)- flashing)
lights are specified elsewhere in the contract doco,,nts, Barricades
.sed for ch.hoelrzation or delineation 0 the travel Path shall be
equipped with Type "C' (steady poin) lights except for the initial
tarricade(s) in sequence, which shall be equipped with Type W or W
lights as previously noted,
02 Two warning lights Shall be provided On the center barricade and at
least one warning light Shall be provided on each of the other barri-
cades within the roadway libits. Spacing of the warning lights shall
be unihom to the edge of roadway as shown,
Wi�
�f� CFCu1CCS
__ ..__..
Flan.
I Snxlem
t�
fi
1I II
?? 9dCk41CpC
I s1.oFe
(`Graurd
tine
TYPICAL SECTION
'F 20° for f.os-ak 10' Ditch
# # Gentextsle Fabric oS
6I,tlap Fzbria
iFle,7 -
I rj
f
_ +Ff
i
` PP9t
..Flo+
�R
Ik
TYPICAL SECTION
Tt sin4>e 6.vu^kslope.�
53
# Y'+za a4la
d 0' Na Pst a3mng�
DETAIL. OF DITCH CHECK
PLAN VIEW
TYPICAL APPLICATIONS OF SILT FENCE
ft,ckfill & Cc -.act.
xitb CxCav BtEA SCi1
GEOTEXTILE FABRIC
TEMPORARY SILT FENCE TYPE 1
GEOTEXTILE FABRIC
ATTACHMENT DETAIL
(D Cic,,d CS Ste A, (.65t S.
•'�.. 2'-0" ^1f1. depth Sf4
,rvo,l.
...---- . (?r a l.3Y—..._....__ .... __ ..
Fla,,
i $
S slop'
a i
Shoulder
...._.. _._ ...
r�
..—.
__ _ ...._.._.._ _...._.__.._ _ _..._.._
.. pwdn:,F _ ._..._
t'
I
PLAN VIEW
SILT FENCE AT MEDIAN
SURFACE DRAIN
5m 3' di"'t£r ns cinr
2 2'' sqo t"- ooden pests
1 n th sry 1'-2" rin.
depth in grc",d
Sr
� a
C s.k fiil Cc'car,t _ y.x,
rrxtF FxC3vJ{C.I 5G1S �.�"'^ "Pv
MSC..4 M1.CC.
4kc+° U
Attach f.Ls to the casks
tith staple¢ oX noudcen lath
GENERAL NOTES
C£taxl of construct xo -at ....�. . I" dranm .3L1 ccntu t" ,;c'txnee'lf.
. ei.ai: £vcnfs of tFe 5t 3 „c::: fxc.Ytacns antl e ,„..1'...a*1 _:al e o cs cns.
TNe S.ccoUc, '.-A 1ev,9tF if f c sit f .o 111311 as s!.c+.p " t£ exoxuYix
,.antral plan or na disco tetl by tha Engmc£r.
All silt f£.acs sh:rli ll i, a£cf1d, e1e v and ..p i.od of r__tvvy 3ft,,t e,1,11
tc.-� wt Y4
a po1s1Y.1 tt c alt fe c n. 1.Id t,t: r.. f a a
x h f,hc 1,11, pox tiny viluvl to 1 111 both 1--'1,—W1t_, ff
al xi,P es s d o sx 2s t x the! to rz
l Of r i
�1k1 <. .perx c c t N111 cclllot of 14 e en t xi -us
e h of 6 ' f£ -. Y r n r b r i c. c77 to
,44 Ched Ai kR s £ Y f th o. £ '6 of i,,-
t txlr3l c Yc t', of F e :.tri,qw it 12
�7 zY t1 P.Ifu I II, r11 b£ +fn..rh toe' cx- d tyre o . I,,- I-`, Heist, 0t 1 e3 1bs
tin ft F, i rz' suf pxu tt to c s .:,t n c td 6i,,od iIII1f,
a 7.1 hn o ns r `ti5 cf er of .. x £ F 3 c f
c 3te.txl£ F , tx F .c
0 C esa brace twt1h d x ar 1111t i a e at a of st c.Lt t,y
the
x 1.: i IS e ni zc rt 1 ci .1"I,sx i i 11 s , S f oc
Fxcavatc s trench tot y n n 1 n, n at£xt l F sc o t i of 4,wt„>1e
4 61, dpep to u e en. r . . F.ld s,eri.al t, ht
nect xtl +dav3tel sn11
BURLAP FABRIC
TEMPORARY SILT FENCE TYPE 2
G£pte*tile es
Ep:laa Fabric
{5
I
Excess
I
I
I
12" f39.F Is, too.. soilx _.
; a" tz ; -��3 r,�,. t:, �o ANCHOR SLOT LAP JOINT
Al BEGINNING AND EN? OF EROSION MAT '.SEED AND SOD'
SEED AND SOD)
GENERAL NOTES
1. Of G`bnsi n,'L : laks G-d wr.t k-d+ea,
t "^ snx11 co,fu;-e tc ma
of t!c St+.fard S. ef¢ 3tiuov
and tte.:nlr. rabZa i.„c_:al P:'cv astons.
+ Y-ik V'�tY SeY i E ..'C'i51C[I ".`JiPP i3iy 3 ., 1"Cis,
s�..11 ..c [: rrTxf tea x[ thct cxt to caui�:Y tro fentxem
acd -=;+tezxxl st,"Ut tmtl if orxax acvzuval of toe'
en�ineez i¢ enta.ned.
C.ap ,loin is sh:+1l not be Fllucetl In ;he bnttue of
Limn Slots 0, aUjatent st[xan cf 'anttxnry stroll be
s W,gNred a 11111 of 4 feet tl219 1) 1,11t
_ ,.. of too E:ns cn fat ehalY de xroz essed na the *all.
Frostu^, -,t xct11 is -ea^u: ed sod payed f x ,cord-
- with the st,,-3ecd Sce¢z fi catimns.
EaOSIR`i 'x.1T fi'±ER 506
a. Carly j to Faluzc .,11 Cm ae: -'.i ttgd oven sot.
b. .Socd Stakes for Sotl '.-11 be am.t teJ sl tr'e F}�yioeaa
if the exss t5ag rlcna um9 sari rentlz titv'�s au +.e.. a'.it.
u. foe xiIth of Flcusici', "It 11ha11 al+ays e —A mn
Scd wx3th,
d. ....! S4t1rs -ar ce alaced e:C^.c•x Scnax a.uoiv:allr ox
VI tl',e Jx tcn.
i tIC4 Std l' p' R ,: FCISUG
..tibn a: ..n P, 51o"a sF 11 a, .an n�Yexvals..
of 1010 feet CT9 7 a a: as �o tit a:rf m..lulin9 3
ce rru'.�i, "d 50 Cent (15.24 m) cr >.;a3es eKcor.diny 3
cexaent.
METHM OF DIKNSICNING
e�xisr
i ie. _ ez¢nx zs.c
State of Wisconsin
Department of Transporfation
Mri.tion of Highways
o-t
S.D.D. E7-1 _.
Shoulder
of Traffic Lane
Edge Line --In
Center Lies
markuya fyalla)
1.91
4" ! am No -Pawing Marking
Center Lin
=--T
2-' —! I
1- 4- t I
4' f Ed" Line harking (ehite)
Shoulder
Ed" of Traffic Lane
Shoulder
Edge of Traffic Lan.
Edge Line Parking (Yellow)
ON*
Lane Liwe NCTE� Always left of conterlina,
ftarking (White) in the direction of traff 1��=
Center Line
NTrE: All dirstraich, stree or Two May Traffic.
Edge Line Marking ("ort.)
Rzwwjr.
TWO WAY TRAFFIC I ONE WAY TRAFFIC
PERMANENT PAVEMENT MARKING
Center Line Harking ------ jm�
(DTurning Lane Line
4- (Whate)
fl
r
•
of Traffic L.00
Katsina at P.C.
4„g,
021channell.ng
- Lan. Line Cleo Lice
a" (Whit.) Marking TURN LANE
No -Passing f4arfo"Q I --
when regoired
310-4w
PASSING LANE
rA
Edge Lane
(veynite)
Edge tire
Parking
Shoulder
Edge of Traffic Lane
SQ
34
Center
L'us" —4-
Cent Lieu, Line Marking or Line fearking
(Fos to) (Yellowy
ONE WAY TRAFFIC TWO WAY TRAFFIC
of Traffic to.
Shoulder
GENERAL NOTES
Citalls of construction hot shorn on this drawing shall cor�fc— to Standard
hd f'ec.al prc'lslc's.
Crew Lines shall to caittod through intersections. Edge Lions shall he ccnttz,ed
thi.,gh driveways,
When distance "A* is less than 250 feet, omit Tnr,iIq Lor. Marking and Edge Line
between colors (D and 0
02 when distance " B" is less than 150 feet, nest Cnaloslizihg Lane L.I,s.
if Pr,ud .n T.r.1 steed lint of 55 PPH, Pido.11 liluee an clom®rr tich to posted
speed licit. The right turn lane should have a desirab➢e nim, length of
100 frel-
.*-W Center Line Parking
C=='o ------
Beito Markin at P.G. ---7
a
r3ralwalocire 'i
I �
f
>. 0
t � 0 �
k
n
E
1
SHEET.T(
STATE PROJECT. NUMBER
S FT
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_
81944—OCo-72.
9
Q
U
2
¢
YARDAGE -
EXCAVATION
J
Z
rq
-"89
ci
45
zo
935
0
2f
I
;;Z4
)TAL
1,940
Cafm, NO. 2130-Ci 21
STA'I E PROJECT NUMBER S-ter
Nll� Nlh � 81'4 f-Q47-72
N
- YARDAGE -
EXCAVATION
to
_.a N 7 N
o
� ZI
796 Q
-- z z
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23
a
404. Q
e 24
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t r.. cv _._.:.. .... N _..... _
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w
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SHEET TOTAL ,i (P_ia I I 0
C.Ww No. 2+3aC zr
t
3� l�
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0
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STATE PROJECT NUMBER
sNEEr
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I� �� pF pY �� p� ryry_
SgL4 T
1saS
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4
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z
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YARDAGE:.:.
EXCAVATION
J
J
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t43
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25
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4'1
zoo
0
26
27
472
27
75
O
Ib
49d
Cg
za
CataiuQ Np. 2130-Cf 2Y
G.W, N. 2930.cm
a a
f
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zr
r r
6
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SHEET T
STATE PROJECT NUMBER
srKe.
NUMl4JE(N
pryq[ p/may%
!!
z
31
W
Z
YARDAGE
EXCAVATION
32
3Z
2Z4
a
57
33
259
p
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0
34
574
0
35
CTAL
2Q7
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caws No. vaxlas
ESTA I' - POROJEC �11MSFR
+
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0
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N) G
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z w EXCAVATION
k-y o 0
Z.
16
+
09
o )ZOE, 2'3�
3 to
37
— 2(.9
37
+
322
o
15
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SHEETTOTAL'i 122-
BL[gOLtZ aN Oo�sv�
bG4L
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41
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26`s
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+
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aDVOUVA
a'f�a
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n ennv
133n�
83swnYv1070ad31vIs
Q------- ---
—qUMBER
STATE PROJECT 1
a.
c Z
06-7 Z 8944
YARDAGE
EXCAVATION
:z
t4 5
93S
+ t4b
— 17& 563:
4-7
7�7 204,
4-
7b
14
l4e
0 4?1
L49— ---- --
- 0 574
50
37 7Z2,
51
1-2
ESTLA: E:PROJECT' T 44
14
SHEET TOTAL 32U
ZL37
CAW09 No, 2130.CM
CeWU , No. 2136 C121
O
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W
a
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u!
� 4
a
r tX�
f
f
f f
/
SHEET'
STATE PROJEGT.PIUMEER
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fNu6ER
89LCy-ab-7Z
�f/o
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0.:
z
Q
YARDAGE '..:.
EXGAVA-PON
J
...1
�
55
O
539
5�
€
O
i,O241
57`
58
O
I,CbB
11
O
k348
OTAL
O
4379'.
CaWl N. 2130-, 121
Q ,. .. ❑ STATE
suk �,ll3 'rfi cRtr1�!=i.
3_
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4 / �
a
ri 2
hc
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U W t
y ri
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t a SHEET TOTAL
YttUJC41 [VUMGSCH St2�
H MpER
yZa--7�� �/.2
'.:YARDAGE
EXCAVATION
J
�
:.a
u
505
412
�Z4
2'27,
519
33'
CP4
a
932
C?
i
4lli
672'
ce�sioy ra4.. zlso-c+z� `
t!
STATE
PROJECT NUMBER
FEET
m.
YARDAGE
EXCAVATION
btr SS+
F
N
n.
ED
w
—
r
(
D
}'
LK
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m
w
^As
,-.
a"
6
ED
N
\
e
\
MC
�ZE
bl
f4
1
P
�4\
t
SHEETTOTAL_
793
-
ChuM,
Na 2
W6C121