HomeMy WebLinkAboutN 1992.pdfINDEX OF SHEETS
snoe : No'
S^e, v No.2-'2 3 c.De-o'.'s
snee No. 3,9,3,1 asTlcu L of GI,clt-It's
Sheer No. 3q g,t3g W,Sce1ICe0s G,c,-r,es
plNht at wcy PiOT
"0' c"c P'Of'1e
Sheet NO, (1.9 STCT�CcrO DeTci, Drc.,,)gs
Sheet No, ---® S'cm PloTes
STec', NO. — Structure Pens
Sheel ND. C'^""" Ec,TmPoR OR-,
S^et- NO. cl... s"t""
TOTAL SHEETS - 2 5
DESIGN DESIGNATION
AZ.7' 1994
- 1360
A.D.T. 2pi4
1730
D.H.Y.
= 273
9z
V,
55 MPH
CONVENTIONAL SIGNS
COUNTY LOVE
CORPORATE LUTS
PROPERTY LINE
LOT -NE
LVITEO EASEMENT
EXIS7,NG RIGHT Or MAY
NEW kCtiT OF WAY
REFERENCE LINE
SLOPE INTERCEPT
CITINNAL CIRCLING
MARSH CR RUCK PROFILE
CUIVER-1 N PLACE
C.LV-R7 RECURED
TILLY R', RECUR 0 U,,0j,je,,
Z===ZN
S P17A T E OF
E P A Rr Non E N 0 F
WISCONSIN
STATE PROJECT
6110-05-72
PLAN OF PROPOSED IMPROVEMENT
L
NEW RICHMu/-"'ND EAST CONUN'T%y' 1 INE
(N. U.S.H. 63 - FAST COUNTY LINE-)
S.T.H. 64
STD CROIX COUNTY
STA'P. PROd,C'I NL,,rP
8110-05-72
COMBUSTSLE FLUDDS
QJNDER PRESOLNE,I
UNOURGROLING UTILITIES
GAS
ELECTRIC
TELEPHONE
SERVICE PEDESTAL
CABLE MAJiXER
POWER ROLE
TELEPHONE POLE
RAILROADS
MARS"
WOODED AREA
14
T
fd
SIA. 666+00
Y= 483 370 1 200
X= 1.411:400 1 200
LAYOUT
SCALE 2 MI.
L-----L—J
--awm,MK]Mmvm-
TOTAL NET LENGTH OF CENTERLINE - LIOI W.
MURAL)
FEDERAL PROJECT
CONTRACT
oTRACT
STP 03&(12)
v
u
STATE OF VSCONStN
DEPARTMENT OF TRANSPORTATION
PREPARED �51
k-, on. E,,w
C.0, ENW,Pw
APPROVED FOR OrSTRICT OFFICE (- �
n
IFIce OILS.,
- IRO
I, N"
WASIDO-ICADDE, SHEET
Bno-05-72
Uy y � 'ST TYPICAL SECTIONS.TYPICAL
DETALS
GTE NORTH 1,NEOPPC7ATFD SIR 64
35" WAY.CCVMERCIALE14T, 20 SOUTR WILSON AVENUE.
RTC" LAKE, WI 54868
PHC%F (715X 234-5528
RE. S'NORF.E. B, WOR. 2,21 ATTN; GARY SCHIEFFER 25• 1 SIDE BOB.
50- - MAIN LINE
ASPHAL7T
ST, CROIX CGUNrY FLIT, COO�ERATIVL CONCRET I'/,- MIN,
.02 BCCWlN, Wj 54002 PAV'7 SAW
r SAW A REMOVE--\
BY ATTERMINI
PHONE (1I51 6R4�3336 TYPE AT TERMINI
ATTN� ROD VC,'
zzz— — - - - - - - - - - - - - - - -
ST.) -M - I - - - -
zz A) FAIP'O E IST� PAV"T-
TYPE wj CMATCH
V� MIA4, AISIPH � COW
-----------
CRUSHED AGGREGATE NQRHHERN ITATES PCW",-R CCV?ANY
BASE COURSE: (MATCH F-X"GT) 801 KELLER AVEN!;z SO, ASPHALTIC SURFACE REMOVAL
'MERY. Al 54001 " ZZ2 ASPHALTIC 1TEDGING
TYPICAL A SF14. DAN. HALF S�CT 10 W -TyFNcAU OUR. AGG. DWY. HALF SECTION) PHONE (715)268-7172
AINN; PAUL PANOBY OVERLAP .JOINT, BUTTED DETAIL
DAIRYLAND POWER COCPERA7IVt
3200 EAST AVENUE SOUTH
P.O. BOX Sir
GENERAL NOTES LA CROSSE- *1 54602-0817
PHONE (6031788-4000 LIST OF STANDARD ABBREVIATION
No TREES OR SHRUBS ARE TO BE MOVED WITHOUT THE ATTN: BOB SLABACK
APPROVAL OF THE ENGINEER AH.AHEAD
THE LOCATION OF EXISTING AND PROPOSED UTILITY FOR LOCATED PHONE 1 (800) 242-85111 A.D.T. AVERAGE DAILY TRAFFIC
INSTALLATIONS AS SHOWN ON THE PLANS IS APPROXIMATE. ABUT. ABUTMENTAVE. AVENUE
THERE WAY BE OTHER UTILITY INSTALLATIONS WITHIN BEG, BEGIN
THE AREA THAT ARE NOT SHOWN. BK, BACK
WHEN THE OUANTITY OF THE ITEMS OF BASE, OR SURFACE COURSE k, C,L CENTERLINE
A CENTRAL ANGLE OR DELTA
IS MEASURED FOR PAYMENT BY THE TON, THEGONG, CONCRETE
DEPTH OR THICKNESS OF THE COURSE SHOWN ON THE PLANS IS CONST. CONSTRUTION
APPROX NATE AND THE ACTUAL THICKNESS WILL DEPEND ON THE CTH COUNTY TRUNK HIGHWAY
DISIRIBUTICN OF THE MATERIAL DIRECTED BY THE ENGINEER, STH 64 SIR 64 C„Y, OR
DISTURBED AREAS WITHIN THE RIGHT OF WAY, EXCEPT THE AREAS WITHIN TYPICAL PRCPOSED HALF SEC71CN TYPICAL EXISTING HALF SECTION CC, YD.CUBIC YARD
THE FINISHED SHOULDER POINTS, ARE TO BE, FERTILIZED. MULCHED AND C.P- CULV, CULVERT PIPE
2' 191-0, 1 19' - -i DEGREE OF CURVE
SEEDED AS DIRECTED BY THE ENGINEER, EAST OR EAST PROJECT COORDINATE
EXIST, EXISTING
NO PASSING ZONES WILL BE LOCATED BY OTHERS, FOOT
PAVEMENT' UNLESS
VAR 0.02/ VAR. L. LENGTH tOF CURVE)
FT.
PAVE ALL SIDEROADS 70 THE LIMITS OF EXISTING LB. POUND
OTHERWISE NOTED, L
TACO. COAT To OQ �AFPLHEUOY 'To L,F. LINEAL FOOT
T MA"TE900- 70P, LT, LEE I
ASV'HAk:, �0 ER_UFFAcFDG AT THE RATE OLF o'Z GAL�/S�y. EXISTING ASPHALTIC SURFACE
qA4SMr.AiT MAXIMUM
..MUST TO PAV0,34S. j$/2- MIN. DEPTH ASPHALTIC MAX, MILE
CONCRETE FlAV-M-NT, TYPE My mi.
mlq, MINIMUM
STH 64 STH 64 mlsc. MISCELLANEOUS
TYPICAL PROPOSED HALF SECTION TYPICAL EXISTING HALF SECTION TYPICAL SECTION N. NORTH OR NORTH PROJECT COORDINATE
NOR. NORMAL
18' CLEAR ZONE STA. 715-32 TO 724-50 PAV'T PAVEMENT
18' CLEAR ZONE "P.C. POINT OF CURVATURE
- — P.E. PRIVATE ENTRANCE
r IT* 81-10, P.I. POINT OF INTERSEETION
P.T.VAR.
POINT OF TANGENCY
R. RADIUS OR RANGE
STANDARD DETAIL DRAWINGS_ REG'D. REQUIRED
—02z .OF 5z— — 04
�04 .RD. ROAD
I NUMBER TITLE RT. RIGHT
-TECZ S, FAU'T. S.E.-r�FESSUPERELEVATION
FS
MIN.
DER T,
T PA CUp -rF
SDI -if CONCRETE 'a, CON�CFSF ST. STREET
BE9-3 SILT FENCE
EXISTM ASPHALTIC SURFACE STA, STATION
N- 8FI-100 APRON ENOWALLS FOR CULVERT PIPE SIR STATE TRUNK HIGHWAY
IN, DEPTH ASPHALTIC CONCRETE PAVEMENT, TYPE MY SAI-80 AT GRADE SIDEROAD INTERSECTIONS, TYPES '8% 'C'. &'D' % TANGENT OR TOWNSHIP
3" ASPHALTIC CONCRETE PAVEWENT, TYPE. MV 9AI-8P AT GRADE SIDEROAD INTERSECTION. TYPE -A- TN. TOWN
THIN TO LATION 2k ELEMENTS IRAN, TRANSITION
TR
IM
LINE. RARE COURSE
S CLASSW S,TEFL PLATE BEAM CUARD, INSTAL
S UT UNITED STATES GEOLOGICAL SURVEY
A',
CRUSHED AGO. BASE COURSE 14816-le &b CLASS 'A' STEEL PLATE BEAM GUARD (Z SHEETST USH UNITED STATES HIGHWAY
14SIS-10 CLASS 'A- STEEL PLATE BEAM GUARD CAT BRIDGES. VAR, VARIABLE
TYPICAL EXISTING —HALF SECTION OBSTACLES AHO SIDEROADS,DRIVEWAYS) W. WEST
STA.666,00 TO STA. 715.32 15CS-40 PAVEMENT WANKING (MAINLINE AND INTERSECTIOMSt
STA. 724.50 TO STA, 9ST-65
A
m
WISOOT/CADDS SHEET A2
I
GRADE 'A' CONCRETE
- "4 BARS, 6" SPACING
ALL. BAR' SPACED
2- CLEAR
--_am_d___-______dr
_.. ______________-_.-.._.,__..___-
ANCHORS
-4 BARS, 8" LONG
2,PANEL,WALL
CONCRETE BOX CULVERT COVERS"
STA, 780.08
V°
AS DIRECTEIP BY
iiB E. ENFAR.
f
W+2 . 2s'
Mu
A CULVERT l IS TO BE YI r OF
S BEFORE � � RE ill CLEANED Or DIRT r OTHER
rATTACHED.
DRILL HOLES ARC
E I -INCH MAXIMUM DIAMETER AND HAVE
A WAYINUM DEPTH OF 3-INCHES.
THREADED •. ANCHORS ARE TO DIAMETER
AND 4-INCH MINT" LENGTH BUT NOT
LEAVING I -INCH MINOF 4 ,LONGERTHREADED ROD.
ANCHORS"O r IN WITH 2 PART ADHESIVE SUITABLE
FOR .CONCRETE.
ANCHORS ACCORDA14CE WITH THE EPDXY
RECOMWENDAT IONS.
A
8110-05-72
X CULVERT
III �`� L�
II L
L
GRADE 'A° CONCRETE
- •4 BARS, 6' SPACING
30' U1N ALL BARS SPACED
2` CLEAR
4
YIN.
IS'
�..._ ----------
_____ _C
ki
I
2•CONCMASONRY ANCHORS
TYPE S.. I,2-INCH \\\\\
- "`/z"x3'X3` EPLATE WET SET IN 4OTAR REO'D FOR EACH PLATE. '
306 L8. EACH
PAab FOR AS O'/Z-INCM STEEL
PLNTE COVERS" (,LB.)
ANCHORS
•4 BARS. B" LONG
EXISTING BOX CULVERT 2/PANEL/WALL
"CONCRETE BOX CULVERT COVERS"
WITH STEEL PLATE
STA. 759.90
Ft C NAME: HDGN:06 E WS1.":C"IDETA0
WISOOT/CADDS SHEET 42
I
3'— 12'
0 V11
12" CRUSHED AGGREGATE
BASE COURSE REO'D.
12,
I MIN.
TRAFFIC STAGE 11
tAl
—
L I REPLACE PIPE
STAGE I
CLEAR
12' 3
raise 777!�
5' ASPHALTIC CCNCRETE PAVEMENT TYPE MY, REQ'O.
- (CO"57FAUCT IT4 3 Co ZIA
I URSES, W�TH JS SU F c
TYPICAL FINISHED SECTION
AT CULVERT PIPE
CRUSHED AGO. BASF COURSE REO'D.
pt
EXISTING PAVEMENT STRUCTURE
DRUMS TRAFFIC STAGE I
--- -------
ti
- - - - - - - - - - - -
--------------------
o
REPLACE PIPE
STAGE IT
TRAFFIC HANDLING a CULVERT REPLACEMENTS
CULVERTS
DETAIL OF WORK AREA
STATE PROJECT NUV5ER T M-04 1
8610-05-72
WORK AREA DETAIL
c
SYMBOLS
CRUM -WITH WARNING LIGH7, TYPE C
CORE (COST 109 COMES TO BE
MrN_U�ZUMIz _TRkvnr_
ccm-rRot I U's. 6Tsm.)
TRAFFIC WILL BE REDUCED TO A SINGLE
LANE DURING WORKING HOURS ONLY, FOR
PAVING AND CULVERT REPLACEMENT.
R
-i
SOO"CAODS SHEET 42
LEGEND
K
PORTABLE SIGN
G
TYPE "A" FLASHING WARNING LIGHTS-
IFLAGMAN
r^
ROAD
ROAD N"Cf:iNER.
dNEAD AF:EAD
w2G-z wzo-< R^,
6001M',N. — 4 _5CO----.
K K K K K K K K
L6Yt ROAD pFE LANE
SHOULDER lIACNNERY ROAD
dkEAD bHEAD
p�nyIh W20-4 *W20-7
SPACE AS REOURED
2 PER WLE WNUUM
DETAIL OF TRAFFIC CONTROL FOR MOVING WORK AREA
Rar,D
CaNSFRUCTIaN
AHEAD
W20-t
500'
i
8110-05.72
WORK
AREA
T
500
ROAD
COT�CT�N
AwEda
W20-t
TYPICAL SIDE ROAD SIGNING
x
60'X 24" SIGNING - GENERAL NOTES FOR TRAFFIC CONTROL
EW
CONSTRUCTION IF MORE THAN ONE OPERATION IS BEING PERFORMED, EACH OPERATION
:# G20-2 SHALL. HAVE ITS OWN FLAGMAN.
DRAWINGS SHOW TRAFFIC CONTROL. FOR A TYPICAL. SITUATION. ADDITIONAL.
-�_ TRAFFIC CONTROL DEVICES MAY BE REQUIRED AND,OR LAYOUT DETAILS
` MODIFIED DEPENDING ON CONTRACTORS METHODS OR SEQUENCE OF OPERATION.
® —. ,-„_„ — — „___, ®. — ____ ALL SIGN LOCATIONS ARE APPROXIMATE. THE ACTUAL
LOCATIONS WILL BE DETERMINED IN THE FIELD BY THE ENGINEER.
N
ROAD MACHINERY, TRUCK ENTRANCE, FLAGMAN AHEAD. ETC.. SIGNS SHALL BE
z F F F F USED AS NEEDED AND SHALL BE REMOVED OR COVERED AT NIGHT, WEEKENDS OR
R WHEN THE ACTIVITY OR CONDITION DOES NOT EXIST. NO FLASHER SHALL BE.
BEGIN CONSTRUCTION USED WITH A COVERED SIGN.
ALL SIGNS ARE 48" X 48" UNLESS OTHERWISE NOTED.
soD• ' SW 500•� "WO" SERIES SIGNS ARE "W" SERIES EXCEPT THE BACKGROUND IS ORANGE.
TRAFFIC CONTROL PLANS ARE NOT DRAWN TO SCALE.
-Q- -O- ®0- 60' X 36"
ROAD
e ROAD ROAD 05FT
CORSiRUCTON
COtiSiRUCTON CONSTRLETON NEXT—LMEES
n
SOO FT FT ` G2®-1
Y
>� DETAIL OF TRAFFIC CONTROL AT TERMINII
K'�.K wn..c: ns ntmaenc+:oaerr2N.aeH WtSOOT/CAODS SHEE` 42
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STATE
in
REMOVE MARKER POSTS
STATION LOCATION EACH
774.60 Q90TH3 LT« & RT. 13
859.43.5 - 863.56 LT. & RT. 12
827.75 [STH 128 & CTH PC LT. & R% 14
934.00 f310THI 8
"REMOVING MASONRY 991 REMDV NGOLC, CULVER-T(�"
#i4 L.S.STATION CCCATPON C,Y. . REMARKS
139.92 C.T. & R% B OLD CATTLE PASS END SECTIONS
73R+92 q. 1 4F"X7011x 53° C. S, PtPE CATTLE PASS.
MISCELLANEOUS QUANTITIES
----'�"
GRADING SHAPING, AND FINISHING INTERSECTION (APPROXIMATE OUANTITIES-*)
REMOVING
CURB AND CUTTER
µ.
#. TOPSOIL$. is
BID
BORROW
UNCLASSIFIED MULCH SEED FERTILIZER
ITEM
INTERSECTION
STATION
LOCATION D'Y�P
EXCAVATION (S.Y.) Q-BS. iCWT.2
(L.S.I
TYPE
STATION TO STATION
LOCATION
L.F„ REMARKS
STH 128
r CTH P
715.32 - T24.50
LT. & RT.
50 SPOT IMPROVEMENTS
880.90
LT„ A RT. 350
100 1500 41 1.
1
"A"
A.
FOR INFORMATION ONLY
TOPSOIL
CLEARING AND GRUBBING
SILT FENCE [SILTY SOILI
5iTAT LOCAiYON C•Y.
REMARKS.
786.45 RT.
3
FINISHING AROUND ENOWALL
SHAPING SHOULDERS
3
STATION LOCATION CLEAR(STA) GRUB(STA)
REMARKS
STATION L.F', REMARKS
862.25 LT. &
R% 12
FINISHING AROUND ENOWALL
878.20 I60 FOR PIPE
896.25 LT„ &
RT. 3
FINISHING AROUND ENDWALL
STATION TO STATION LOCATION
STA«
862.25 RT, i
I
R & GRUB FOR
CLEAR
REPLACEMENT
951*80 LT,
3
FINISHING AROUND ENOWAIL
+
LINER PLACEMENT
566^00 - 71S^32 lT. & RY„
IOD
739.92 R%
6
PIPE REPLACEMENT
528
528
793.40 LT. &
ST. 3
FINISHING AROUND ENOWALL
724.50 988•17 LT. & RT.
ar
BT8^20 IT &
RT. 6
PIPE REPLACEMENT
CRUSHED AGGREGATE BASE COURSE
SEED •20g,FERTSLIZER TYPE. B
-----
SEED FERTILIZER
�
g.
STATION TO STATION
TON -
STA - STA
±'V+[Z(LR. TVPE B OWT.i
ASPHALTIC FLUMES
SHOULDERS
656.00-725.32 LT. & RT„ 90 2.1
STATION SAY.
R A1g�RK
666.00 - 715.32
SOTS
724.50-988^17
L.T. & RT. 480 11.1
724=50 - 987.65
5726
STH 128 r CTH P
879.00 20
4 FLUMES
0 5 S.Y^ EACH
2804h STREET
e
72
NOTE: SEE TYPICAL
SECTION FOR THESE AREAS. WHERE
774+50
EXCESS CR, ACC. HAS BEEN TR£M4ED7SEED AND
STH 128 r CTH P
FERTILIZER
15 SQUIRED OUTSIDE THE FINISHED
879.00
300
SHOULDER POINT. SEED AND FERTILIZER SHALL BE
S
MISC. P.F^'S & S.R. & CULVERTS 250
APPLIED AT HALF RATE IN 'THESE AREAS.
SAWING
EXISTING PAVEMENT
•�",
STATION
LOCATION
L�F.
REMARKS
666.00
MAINLINE
36
BUTT JOINT
666.50
MAINLINE
36
BUTT JOINT
,
739.92
MAINLINE
44
PIPE REPLACEMENT
a
280TH ST>
174.60 LT. 44 BUTT JOINT
•�;
812.50
MAINLINE
44
PIPE REPLACEMENT
w
878.20
MAINLINE
44
BUTT JOINT
GRADING. SHAPING AND FINISHING FOR
BEAM GUARD ANCHORAGES
« REMOVING ASPHALTIC SURFACE. BUTT JOINTS
R
STH 128
& R%
96
BUTT JOINT
STATION
OCS, ATjQN
`,L_Y�
STATION TO STATION
LOCATION
EACH
m
879.00
LT.
666-0-666.50
MAINLINE
200
C
320TH ST.
831.75
BY..
1
987^65
RT.
44
BUTT JOINT
280TH ST.
831.95
LT.
1
7T4-6-
LT
62
988.17
MAINLINE
22
BUTT JOINT
832 •T5
RT,
2
988.67
MAINLINE
22
BUTT JOINT
STH 128
832.95
LT.
1
879.00
LT. & RT.
122
R
MISC. P.E."S.R«
SQ
859.68
L%
I
320TH S%
863.56
LT.
1
SST•65
RT.
61
859.43.5
RT..
1
988.17-958.67
MAINLINE
122
863.31
RT.
..
*ITEMS k AFPRCXC AVG. Qt`AW'TITIFS FOR A
1 EACH
I..O CATi0 Al
BDRROhw MULCH 94FovS0UL seu6 CN0. 20)
FERTILIZER
4
C.Y. S.Y. L66.
CWT.
1g 70 2
.1
if FGR mF04MATION) Out
WtSDOT/CAOV5 SHEET 42
STATION
859.68.5 - 863.56
859.43.5 863.31
B31.75 832-75
831.95 832.95
STEEL PLATE BEAM GUARD, CLASS A
CONCRETE CURB AND CUTTER, 36-INCH. TYPE 0
STATION LOCATION L.F. REMARKS
IECT NUMBER T
8110-05-72
MISCELLANEOUS OUANTITIES t
TYPE 1
774�40
LT.
62
RADIUS
LOCATION L.F.
ANCHORAGE
REMARKS
774-80
L.T.
94
RADIUS
LT. 387.5
2
SLOPE PROTECTION
878.70
LT,
78
RADIUS
RT. 387.5
2
SLOPE PROTECTION
878.70
RT,
78
RADIUS
RT. 100
2
CATTLE PASS
879.30
879-30
LT,
RT.
62
62
RADIUS
RADIUS
LT. 100
2
CATTLE PASS
ASPHALTIC CONCRETE PAVEMENT, TYPE UK
PAVEMENT
MARKING, EPDXY
S, 7EMPORARY
PAVEMENT MARKING;
STATION TO STATION
TON
MAINLINE
EFOVIY
-TEMPI
666-00 715-32
2131
STATION
TO STATION
LOCATION
L.F.
L.F.
REMARKS
715-32 724-50
426
-
724.50 987.65
11393
666.00
715.32
L% & RT.
9864
4' EDGELINE, WHITE
724.50
98B•17
0- & R%
52734
4" EDGELINE, WHITE
28Dth STREET
774.60
TO
666.00
988.17
38400
4' CENTERLINE, YELLOW
666.00
668.00
LT,
200
8' CHANNELIZING, WHITE
STH 128 .CTH P
300
876.70
878"T0
RT,
200
8' CHANNELIZINGL, WHITE
B79-00
880,00
882.00
LF.
200
8- CHANNELIZINC� WHITE
721�50
�CTH 0�
RT,
15
NE
12' STOP LINE
RE'S A S,R,
200
879.00
TOTH 128 , CTH
DF
L.T. & RT,
40
12" STOP LIM
879.00
O'TH 128 , CTH
DI
LT, A RT.
102
4' CENVERLTKIF, 'IELLCW
LL( +00- 987+755
'L.
20,00
CONCRETE CURB AND GUTTER. 30-INCH" TYPE D
STATION TO STATION
715.32 - 724.50
LOCATION L,F, REMARKS
LT" A RT. 5D SPOT IMPROVEMENTS
ITEM
SIGNS
WARNING LIGH7S, TYPE A
WARNING LIGHTS, TYPE C
DRUMS
TRAFFIC CONTROL
TOTAL
EACH
DAYS
36
1432
6
210
9
45
9
45
a
CULVERT PIPE
ALUAH4QFID
CONCRETE
CORRUGATED
STEEL
CULVERT
BOX
G
EXISTING NEW
ALUMINIZED
APRON
PIPE
CULVERT
PIPE
PIPE PIPE
THICKMSS STEEL CULVERT
ENDWALLS
LINERS
COVERS
STATION
DiAk,
TYPE cnlk.
(INCHES) PIPE (L.F.1
(EACHI
aL.F,)
REMARKS
682-S-5-
-487
C.S.C.P.
124
69?.38
6G'
C.S.C.P.
140
721.3D
60,
C.S.Clp.
100
NO WORK
729-80
42'
C.S.C.P:
-
-
80 C.Y. OF BORROW REQ'D., REMOVE CATTLE PASS
739,92
4B'x7O'
P.C.P� zw
CL064 76
2
-
2 BAD" I/Z-IWCW S-TRFL, PLATE COVERS RfEdt6. (IM12 LBS.707PL REdt')
759.90
3'/,' X5
R.C. BOX CUILVERT
-
16
763.42
36,
C.S.C.P.
sz
780.08
3'/,' Its
RX. BOX CALVERT
8
•
786.45
24.
C.S.C.P.
62
?93.40
24,
C.S.C.P.
-
1-RT.
64
812.50
24"
C.S.C.P.
2
LOWER INLET 0.5'TD GET DRAINAGE
24�'
o.o&lk- 90
826.16
36,
140
NO WORK
832.35
48,00,
P.C.P.
-
846.66
36,
C.S.C.P.
so
862.25
24"
C.S.C.P,
2
124
878-20
w
0-1369 ISO
A
2-60'x 90' ALUMINIZED C.S.C.P. REO'D., 100 C.Y. HEAVY RIP RAP REO'D.
2-60,
C.S.C.P,
-
(150 S.Y. GEM"TH-F. (L% RT./
896.25
24-
C.S,C.P.
1-Lt.
116
5 C.Y. RIP RAP REO'D.RT, NC�IVFE HR REQ'D.)
917.40
24*
C.S.C.P.
922.00
24,
C.S.C.P.
104
6 C.Y. RIP RAP REO'D> LT.
939.30
As-
C.S.C,P.
so
94T-40
As-
C.S.C.P.
5 C.ND RIP RAP R'EaD 1 T
951.00
24,
C.S.C.P.
I-RT,
CLEAN CUU�VGZTPAPF -ILEACIA
968.30
30,
C.S.C.P.
120
320TH STREET
9.70
18,
I84
cLO" 48
2
VPSDOT/CA0L)S SHEET 42
i
ATE PHQJG4:: a rv. ...
8no-05-72
PLAN
STA. 666-00 - STA.705419
-x S7
7,
40 'CULVERT L! NER RF-0,
%
n.
STATE PROJECT NUMBER
8110-05-72
723
7-15
STA^ 705+* STA.769-63
SJ.H, 64 ST. CROIX CO.
_Tm
CuRy� 'DA�
753.56.35
3- 54
%
T;0
_N
i STA.-139-92 -Z
:-48'*x70x53' C.aPIPE CATTLE PASS,
STA. 759.90
STA. 763!42,e-_
CLD C�U�VrRt, g, Rsvo,JE
i 31/2'x6'x47,' R.C. EXISTING
C.5-C.P.' EXIS71IN-
Luvi
i-24"Y,76' NTIED ,.Tp REO•a
8' CONCRETE BOX CULVERT COVER REe�� D
RT -,REMAIN
TO
2-24- A.E.W. ';REQ'D
ic
E 67
8' CONCRETE BOX CULVERT COVER R 0
LT. 1-36�_�X92' CULVERt LINER REC�D.
C.Y. BORROW RLO'D�
.2 STEEL PLATES REQ'D. CLLr, 2�, I S� t.)"
W�SDOT/CADDS SHEET 42
FE NAME: KDGN:Dfi
NuvelEN SHU; N
6J0-05- 72 1 -S . ILI
40
PLAN
STA. 769-03 - STA. S30-2
M.—
-
Ar
7e5
-----------------
Mr
'XISTINGEXISTING EXISTING
VERT COVER *W.R�:",�
TCREIIIAN 10 REMAIN',--
CO.
BIC
625'
,- Boo 211
m
WISOOT/CADDS SWEET 42
81)0-05-72
PLAN
$TA. 830diB - STA. 891-05
S.T.H. 64 ST. CROIX CO.
CURVE DATA
..�
z
n - r
6 6
, 3° 03'
."
.•.:. T
152.54.
....
�-
...
_
R
ST24.65 '
.. .
..
..
aw
..c X,.0 �. ,..5.'....Y. EY _S. AI�U
Rl-
24 "x80' .. LJ.'_RT R RS:Q'I)-
0
SI A 862 25 i4Ji x s ' STA. 878.20
1 24 "z124 C. S:4` P8°s m,,, ni e 2-60"x74' C S.C.P. EXISTING..-
TO REMAIN''- ;`� ;-', -* -. TO 6E REMOVED
-, 1-24"z124'. CULVERT LINER"iiEi7 '^„ t ,.,. "Ts ' 2-60"x90' ALUMINIZED C.M. C. P. REO �. y
2 24'.AEW REO'D: ._. . �M., 4-60" AEWREO'O. n
,.2 C.IY. "TT`Pt.ci L. REcta. 100 C.Y. :HEAVY RIP REO'D
�".�ti ..,i ISO S.Y. GitMZAVILFc FABRIC..TYPE HR' ;
�x 6C Y. IOPSCIL REa'6<_
CONSTRUCT TYPE "A INTERSECTION NCRiN AND SOUTH
h
STA. 21.25
:.0 a 1-36:'x77' C".S.C.P. EXISTING
TO REMAIN
�� arK
iitE H!.VC: HOGH;pb Bi]OSYN64:BXIOlMLC1
STATE -PRArcT NUMMER StIEET
8B0-05- 72 1 51 , 41..
PLAN
STA,89I,05 - STA.952-20
S.T.H. 64 ST, CROIX
STA. 922-00
1-24'xIG4'-C.S.C.P. EXISfING
Tp REMAIN
24`)i104 "CULVERT LINER *REO'D.
A
n.
yy "
ow
STA, 91 -40
896-25 STAj.
-24"xI70' C.S.C,P, EXIS71NG
C.S.C.P.
EXIST:
TO REMAIN
RIP RAP REO'D. R%
Tb REwAIN.,
1-24-xII6' CULVERT
LINER RE6'6.
1-24" AIR RE-0 'D. I.T,
FILE 1n.E: DG,:DG
I
1-30"x!20' C.S.C,P. E&STING
10 REMAIN
1-30 MY QULVERT LVER REWD.
CLEAN
STATE PROJECI H'U p"I wu.
8 ri o -�OZ �7 2
PLAN 20 S 0
ITT 9:5102ji Tm 9,8a-W
I S.T.H.jT 64 5 5 T. CLR 0 IN C 0,
9 75 980
CUR&E OATA
9 8 2 - 5 1. 6
k, 24- 37'
0 3- R
T 416.72'
L B20,55'
Ff 1910.08,
S.F.- .045E
FkE NAUU 5 GMDS
WISOOT/CADDS SHEET 42
F/Z-/FT. BATTER
V . .....CURB FACE
MAR. IS
6- -/FT,SLDPE
mx(D
TYPES A & D
6" MIN,
(D
TYPES G & J
3** R jj
3'R
10' MYC
-T
(D
TYPES K & L
OPTIONAL CURB ( SHAPE
.D.
FOR TYPES K & L
gf7mWi i�
A
CONCRETE
A
t
NEW CURB IF GUTTER,
SURFACE DRAINS.
EXISTING
CONCRETE
CONCRETE PAVEMENT
OR OTHER NEW CONCRETE.
*NEW - CONCRETE.
ESS
OF NEW EW
CONCRETE
I
NIM31m
NO,6 X VP'DEF.BARS
SPACED T-O" C-C,
INSTALLED ON 6IJ SKEW
HORIZONTALLY. DIRECTION
OF SKEW ALTERNATING AFTER
EVERY ONE OR TWO BARS,
THE HOLE FOR THE BAR SHALL
BE DRILLED TO A DEPTH OF
7' AND TO SOCH A DIAMETER
AS 10 PROVIDE A TIGHT
DRIVEN FIT
EXISTING
CONCRETE
l7 10"R
6-AIN'
TYPES A & D
CONCRETE CURB & GUTTER 36"
NO,4 A B-O"TE SAP
SPACED AT V-O"C-C
I/, THICKNESS
OF GUTTER
ADJACENT
PAVEMENT
CONCRETE CURB
A, GUTTER
TYPICAL TIE BAR LOCATION
ENTRANCE CURB
SLOPE VARIABLE
DRIVEWAY ENTRANCE CURB
[WHEN DIRECTED BY THE ENISNEEM
3
Vi'/FT, BATTER. FACE OF CURB
IABOVE ADJACENT PAVEMENTI,
6- 1 '.'
LPAVEMENT. XE_O"DIUF
-0" DEF� TIE
N0.4 — 1 _� 3" �_ X 2'
BARS SPACED 3'-0" C-C
DETAILS OF CONSTRUCTION,MATERIIII-S AND WORKMANSHIP NOT SHOWN OR TPIS DRAWING
SHALL CO%FCRM TO THE pIIR7ir,,NT PCCLjlEVENTS OF THE CONTRACT,
SEALANT IS NOT R'OURrO li Th- JONT 5 OP CONCRETE CURB OR CONCRETE CUR GUTTER
EXCEPT AS PEOU'RiD FOR INTEGRAL GUTTER.
PAVEMENT TIES ARE REQUIRED , WHEN INCLUDES IN THE CONTRACT, WHERE CONCRETE CURB,
CONCRETE CURB ARE CUTTER OR CONCRETE PAVEMENT IS PLACED ADJACENT TO EXISTING
CONCRETE.
PAVEMENT TIES AND TT BARS SHALL BE EPDXY COATED 1,4 CONFORMANCE WITH SUBSECTION
505.2A OF THE STANDARD SPECIFICATIONS.
INTEGRALCURB & CUTTER SHALL CONFORM TO THE DETAILS SHOWN FOR CONCRETE CURB A,
GUTTER INCLUD'N' THE TRANSVERSE GUTTER SLOPF• TIE BARS AND A LONGITUDINAL
CONSTRUCTION JOINT ARE NOT REOURED WITH THIS ALTERNATE,
PAVEMENT JO'NTS $PALL BE EXTENDED THROUGH INTEGRAL CURB & CUTTER, JOINTS IN
INTEGRAL GUTTER SHALL HAVE THE SAME DIMENSIONS AS THE JOINTS IN THE ADJACENT
PAVEMENT. JOINTS IN INTEGRAL CUR13 SHALL BE '/,,WVE,
jo:NIS IN INTEGRAL CURB & CUTTER SHALL BE SEALED TO THE FACE OF CURB WITH THE SAME
SEALANT SPECIFIED FOR THE PAVEMENT JOINT. THE COST OF FURNISHNG AND INSTALLING
THIS SEALANT SHALL BE INCIDENTAL TO THE ITEM CONCRETE CURB & GUTTER,
UNLESS OTHERWISE SHOWN ON THE TYPICAL CROSS SECTIONS, THE BASE COURSE AND
UNCLASSIFIED EXCAVATION LIMITS ARE TWO FEET BEHIND THE BACK OF CURBS,
(DTIE BARS ARE REQU7FD FOR CURB AND GUTTER TYPES A. G AND K.
(D THE BOTTOM OF CURB AND GUTTER MAY BE C014STRUCTED EITHER LEVEL OR PARALLEL TO THE
SLOPE OF THE SUBGRADE OR BASE COURSE PROVIDED A 6" MN!VUM GUTTER THICKNESS 15 MAINTAINED,
03 WHEN REVERSE SLOPE, GOITER 15 REQUIRED. THE LOCATIONS WILL BE SHOWN ELSEWHERE IN
THE PLAN,
F7
'T SLOPE
Q
TYPES A & D
CONCRETE CURB & GUTTER 18"
2"-1
4'
4' v, L.
N0,4 A Z'-O"DEF.TIE
BAR, SPACED 3'-O"C-C
Q
TYPES G & J
LONGITUDINAL JOINT
IS NOT REQUIRED
SAME PAY LIMITS
AS CURB & GUTTER
PAVEMENT
---
SLOPE
y,-/FT. SL09C
_IPT.
—A-
PAVEMENT
M:
7HOKNESS
F---,) SAME SLOPE AS
D.IACENT PAVEMENT
L
REVERSE SLOPE GUTTER
iTYPICAL FOR ALL CURB A GUTTER TYPES}
0
CONCRETE CURBCONCRETE
CURB & GUTTER AND
PAVEMENT TIES
OF W ISO ONSIN
A rE
STATE OF WISCONSIN
TRANSPORTATION
DEPARTMENT OF TRANSPORTATION
APPROVED
R A
DATE STATE DESIGN ENGINEER FOR -W;�S A
S.D.D. 8 D 1-11
m
ROADWAY
TSHOULDDER _ _¢j _
�. ��T_ LILT'
4L. POST— -'
FLCW
TYPICAL SECTION
INSLOPE- INSLCPE BACKSLOPF.
'%VARIABLE_
E'-O MA% POST SPACING
GROUND ), L1
LINE *20' FOR NORMAL IV DITCH DETAIL OF DITCH CHECK ^/
TYPICAL SECTION #*CEOTE%TILE FABRIC
— PLAN VIEW
TYPICAL APPLICATIONS OF SILT FENCE
IQ
SEAM
S
( RING
CEOTEXTILE WRE
FABRIC SUPPORT
FLOW FENCE
-- FLOW
44,K CEOTEXTILE FABRIC
�N \ ---- REINFORCED WITH f
'O> 7�, SUPPORT NETTkW
BACKFILL. & COMPACT
TRENCH WITH -
EXCAVATED SOIL
GEOTEX71LE FABRIC I,/
WITH ALTERNATE —....�r
SUPPORT COMPONENTS 04
Qg'4"GS`ON
.I_ _ ..__.�..... _ ..._._.ROADWAY---. _. _.�.._._ _.. _._....-.._ _ _...
I
SHOULDER sH__cuL1c P
�..-.._��. ..� _.,. :, INSLOPF — ,,r �GIITCH 7.KEj1
INSLOPE
Yijl
x I I4 LOPE t51.OPjE:
_..._
µ�5HOlItDF.R i SH01`LD'R
`ROADWAY ROAD'RAY
I
I
SITUATION I SITUATION 2
PLAN VIEW
SILT FENCE AT MEDIAN SURFACE DRAINS
WOOD POSTS(
LENGTH 4'-0"
2°-O" M'N. DEF
IN GROUND
GEO'
FACE
6
WOOD OR STEEL POSTS.
LENGTH 4'-0' MIN.
2'-0' WIN. DEPTH IN
GROUND
NOT£: ADDITIONAL POST DEPTH OR TIE BACKS
MAY BE REOLARED IN UNSTABLE SOILS
FABRIC
GENERAL NOTES
DETAIL OF CONSTRUCTION NOT SHOWN CN THIS DRAWING SHALL CCNFORM TO
THE PER71NENT REQUIRE MENTS 0" THE STANDARD SPECIFICATIONS AND
APPLICABLE SPECIAL PROVISIONS.
WHEN SOSST LF THE SILT FENCE SHOULD BE CCNSTRUC'ED IN AN ARC OR
HOIMSI,Ot SHAPE WITH THE ENDS POINTING UPSLOPE TO MAXIMIZE BOTH
STRENGTH AND EFFECTVENES5
CROSS SPACE WITH 2'X 4 W OD "N FRANC OR EQUIVALENT AT TOP
OF POSTS AS O CTED BY 7NE ENGNTFR
Q MN JV 14 CAGE WIRE EEO{ R p FOLD FABRIC 3 OVER THE HIRE AND
TAPLE. OR PLACE W'RE RINGS ON 2 C C
EXCAVATE A TRENCH A MNMUM OF P ARE A 6 DEEP TO BURY
C NCHOR IPE 6 VOTEXTHE 1'ASRC FOLD MATERIAL TO FIT
,^� TRENCH AND BACKP L A, COMPACT TR NCR WITH EXCAVATED SO.L.
k8) WRE XuEe RT FENCE SHALL 8t 14 CAGE MN.M{°M WCVFN WIRE WITH
_ MAXIVUfi ! SH SPACING C. 6. SECl1P_ TOP OF GEOTEXTILE FABRIC
TO TCP OF FENCE MTIU 574N.ES OR PRE RINGS AT 2" C-C.
C5) V )fEXTTF FASPC SHALL S REINFORCED WITH AN INDUSTRIAL
P Y ROPYLENE t T C WITH A MAXIMUM L EH SPACING 07/K
CR ECLHLA HEAVY DUTY NYLON TCE SUPPORT CORI OR ECUVALENT
II
C
STEEL POSTS SHALL OF STL.'D D TEE OR l7 TYPE WITH A M,'4UM
WEIGHT CF 128 LSS/LIN AL FOOT HPITHOUT ANCHR4 ON All -HORS
SL F.:ENT TO YFSDT POST MOVEMENT ARE REOUIR D. WOOD POSTS
4P SCL BE A M VIN 517E Q D A.OR +I/Z" % VI/x EXCEPT WOOD
POSTS FOR GEOTEXTkE FABRIC REINFORCED WITH N_TTNG SHALL. BE
A VIN NI'M SIZE OF 1'/'9" X C/d' OAK OR HCKORY.
ALTERNATES A & B ARE EQUAL ANN OI`H`iR MAY EE USED.
TIEBACK BETWEEN
POST AND ANCHOR
FLOW DIRECTION�(3t)t
l
EXCESS
FABRIC
SILT
FENCE
DIRECTION ---
,'\---ANCHOR STAKE -- .
VY4 IT' LONG
SILT FENCE TIE BACK
(WHEN REQUIRED BY THE ENGINEEF0
,. ,I I 1 „1
ar.v.ww. w.wl
METAL APRON ENDWALLS
FIFE MIN. THICK.
O:MENSMNS
(inches)
APPROX
PIA. Gnchesl
SLOPE
EppY
A
B
H
L
LI
L2
W
OLD) ST EL ALUM.
an
(MAXI
(tY'4
Q
(D
tt21
12 06: .060
6
6
6
21
12
77/;
24
2/zto 1
1Pc.
I5 064 .066
Z
6
E,
26
i4
21Y,
D
2/z10 I
IPc,
SB 664 STOW
8
:0
6
31
15
28/x
6
2%t0 1
1PC,
P.! .064 ,060
9
12
6
35
IB
29s/e
4Z
21/'to
.__
1Pc.
..._
24 .079 .07
r0
._.._
t3
6
41
18
37/y
4g
21/zto I
IPC.
30 .OT`t .O7S
12._.._
_.
IB
52/,
T60
2'/Zt0 I
IFC_
;?6 J9 ;Of
14
_.I6,_.-_8
19
9
_51
60_
24
54}Fx
T2
2`/2to I
i
42 IO3 .;05
16
22J
11
6s
4
T55/e
84
V 2to 12
5-
Pc.
a t
4. 1 70S
IB
27
I2
8
A
4Q
2 to
3 Pc.
`i4 L .COS
is
30
12m
84
30
__
85_/
102
I
21/4ta t
60 09 I9S><
IR
33
17
87
_
114
2 to 1
3 Po.
66 rrin, 1r•yx
S
36
12
BT
120
2 to 1
3 Pc.
77 109 105x
C
34
12
8!
--
k6
2 to 1
3 Pc_
d8 103x ,IOSx
Ift
4Z
t2
87
A
—_
132
1°/Pta 1
3 Pc.
84 I04` .PLS"
B
45
12
8'l�
—_
138
P/zto 1
3 Pc.
40 S00" SO4
19
37
12
BT-
IAA
I/¢to f
3 Pc.
96 .103 .105+
IS
35
12
8T
150
1'/xfa 9
3 Pc.
L .[
4
ENHE CORNTO
PLATE
T/s' MA. HOLES FOR
BOLTS OR RIVETS
----
SE" C-C MAX. SPAC YG
'EXCEPT CENTER PANEL
SEE: GENERAL NOTE,
0
4 Z.
( t
Y
d
t R INFaRCED
PROS (SEE
CETION A -Ai
P
(
t
4
PLAN VIEW
DIA.
END CORREA PLATES MAY
BE FASTENED TO APRON
PROPER BY BOLTS, RIVETS,
OR RESISTANCE SPOT
WELDS WHICH WILL HOLD
THE SURFACES TIGHTLY
TOGETHER
REINFORCED CONCRETE APRON ENDWALLS
PIPE
' 0:VENSIONS OPchesT
APPRO)U
DA'
T
k
9
C
D
E
G
SLOPE
ONE)
12
2
4
2448
E
72/A_
4
2
3 to i_
__15
2Tf
6.__
27
46
73
30
I%
3 t0 1„
IB
2f2
9
SF
46
73
36
21/Z
3 10 1_.
21
CAI
5
36
37 %Y
73T�z �
42
ZYI
3
9�r -
4311.
_30
73/2_
48
3 _
3 to i
_-21
2T
3i%
1p1'
49/2
24
I3(2._....
54
%I/L
7 tC i_.
30
3/z
54
19�'a
73 Lv_
[[
60
3/E
3 to i_
-
36
4
_IS
__._
t5_
E3
34}'x
9(-yx
1Z
4 __
_to l..
42
4T%2
2I
63
35
SB
78
A'Eg7_
73
tQ t
48
5
_
24
72
26
5
84
5
3 to I
54
Sfz
-
27
64
i
33/A 3
_
A Y
9R/, l0O
90
"at
60
6
30.E
60
39
�"
6
9
T 'o H..
65
6rx
zn-SST
72 7a
A aF ♦
21-27
`13 ....1
0
1 /z
to i _
_
4 6
21
99 T
8
6
Y tP l
iB
7/r4.36A
73
21
93
114
61/x
2 to 1
84
8
36
7 °/A
21
IGI/x
LIU
6'/1
1/zto t
90
8/P
41
8ift
24
t.ih
132
6Yz
I''/xta k
_ L �
7 e'
_.:; - ..`_.__. --FEE PLATE (SAME THICKNESS
AND METAL. AS APRON) SHALL.
22" - BE FURNISHED WHEN CALLED
END VIEW FOR ON THE PLANS
SIDE ELEVATION
METAL ENDWALLS
I
4M YMUM
W *MAXIMUM
_C_
D , G'f
1.__
b
C
T
PLAN
F
P
4 Y€,
4 t G
T._�
l r G
I/A- R
END VIEW
GROOVED END ON OUTLET END SECTION
TONGUE END ON INLET END SECTION
CULVERT '"--- ...!
SLOPE
MEASURED LENGTH r END SECTION "'�'�•
OF CULVERT (TO—,
NEAREST FOOT) BAR OR ,STEEL. FABRIC
REINFORCEMENT
T
LONGITUDINAL SECTION
1, W 12 C
TE ,] GALV 2K 7 STRAP
WITH STANDARD Wk X 119"
BAGS BOLT AND NUT
ALTERNATE FOR TYPE I CONNECTION
END SECTION CONNECTOR STRAP
TiHEADED in CIA Rr) F .
ASCUND CU VERT V 14 UGE ( CO NECTOR
TALK TYP CG ! CT A LUG' }
CALTERNATE Cw 1L'CTGR `^�T
STRAP (SEE OETAL) �r
MEASL+R r'D LENGTH
/�~ _
OF eULVFRr ._// •,, _.. ._.
TYPE I
+0 d .2" THRU PA CCGR. WPii
THR AIDED DA CA ROD
L
OVER TCP OF APRON, SiGE 'I _._ ROD HOLDER
77 ti
4U TO BE RIVETED TO �f'.
APR `d
M ASUPCO LEtlGSH
"
0E CU VFR" ..
TYPE 2
FOR 30' THRU 96" CGRR. PIRF_
COU'UV.G BAND
LI, A DUPED LENGTH
^ _REOURED
OF CULVERT
y G
CONNECTOR
�) -
SECTION
CQ C LR SFCTC�
TC, E PA11 FOR AS
OR
PART Or END SFCTIVtt
,Y _BOLTED
_...
TYPE 3
FOR 42"' THRU 96" CORP. P;rr E.
M.'LEC OR CO ,LIGATED 2 - +/z^ % 6"
COLICUNG BAN;( .....-...� °° [ .--._....-BA6'U BOLTS
�Av
RIVETED OR BOLTED AT MEASURED
D+AFLE.S OL C-C FOR - '- `� L.E'GTIi
CORRUGATED BANTfi OF CULVERT
TYPE
ALTERNATE FOR:
ALL St?E9 CORRUGATED CIRCULAR PIPE.
NOTE: D-MPLED HAND FITS OVER SILTED, OF ENDWALL,
AND CORRUGATED BAND FITS INSIBE ENDWALL.
DIMPLED BAND MAY BE USED WTTH HELICALLY
CORRUGATED PIPE,
FOR CIRCUMFERENUALLY CORRUGATED PIPE USE
ENDWALL CONNECTION DETAILS L2.3 OR 5
AS APPLICASLF,
FOR HELICALLY CORRUGATED PIPE USE ENDWALL
CONNECTION DFTA7S GO OR 5.
FOR HELICALLY CORRUGATED P;PES WITH TWO
CIRCUMFERENTIAL CYIRPUGA'O+1S AT EACH FRB
USE EH'DIALIL CONHECTI,,N DETAILS L 2CONNECTI,,N DETAILS L 2 OR 3,
CONNECTION DETAILS
I �
0+ 5 TWOCK,ALV S-EEL. OR
Blvds VATOO
C C
+ I' OD X 4p79' ih K (
STP L �" OOT> N SK AI U'A.
..._ TUBNC, EAPPED 0 r i SH T
A T F t TF PRICE TO F 1
,1 CAT, t= THE PYD SE CTr'N
.,,
C". A r/z C A(vSTEEL OR
ALUM,BUT C LYAD RV'.TS
v
SP„CUD AT 6' C C. OVER -
LENGTH OH RIV...T -' 0.78".
.....
0UTSP_ OF :.PBC u'e :U
SIDEWAEL SHEET
'PIE (.- $ W LL S4'_E7
M,6'lBd T(a LIA cm VSTEEL, ROD
R SET} ,YJ t Y C`AY)SE
�, _ -OR N0.4 SALO, RIENFORCN& BAR
ROD
-
� 33
t
L l cS}
/e" IAPPROX.1
Lwdffdflg��
L_TA,vS OF CONS RUCTICN, MATERIALS AND WORKtAAN6i+'. NET SHOWN ON
INS SPAYING SHALL CINHOR61 10 THE PURTLN-NT EFRO :-ME'.NTS OF THE
STANDARD SPr CPICATICINS AND THE APPLICApd SPLCIAL PRpbi'UCNS.
CCOED, TE C17 VFRT FILDWAIAS MAY NOT BE USED WITH GALY4NIZED STEEL
'Y AL M CUT VERT PIPE OR VICE VERSA ( L VA;FE[3 STEEL CR
L! UA E:ENDWALLS SHALL'ORAALLY BE NSTAILLFID ON CULVERT ENS
G ° SAA, U YAL
ALL TPPE POOL SIEEL APRCI ENDNALLS FGP E, PIAMETER PIPE .'ND
LAPSED SHALL NAlE 0 03 c S ADD 0138 CENTER PANTES. ALL
7v E+ p :CE: A UA U.t APRON ENDWALLS HOP E0"PL IFR ADS AN[)E'.tCWALLS FOP EO"DI0. IER F'PE AND
LARGER SHALL HAVE 0.135 bJ„_S AND O.C34 V'ENTFR PA .LS. THE W1DTR
Or CENTER PANELS SHALL BE GREATER TTYAN 20 PERCENT OP THE PIPE
P EPIFAETFR.
LAP SEAMS SHALL 86 TIGHTLY d0`:EO BY GALVAMZED RIVETS OR BOLTS
F0d STEEL Ur0S V40 A1. UM t;UM EN AP AND 130 TS TOO IV A6UH.UA UNITS.
RC
FOR THE 60, TI.RCIllH P6' CIANf _,EN AR2)I Et I)WALL SrZE { REINFORCED
FS c AND CENTER PANEL SEAMS SHALI PE FURTHER RPNLORCED Woo
GALVTNZGED SfrEL OR ALUM! +A STIFFENER At..i E.S. -,HE AN'"LF.S SHPOA. BE
a TACHFD BY GALVANIZED NUTS AND BOLTS FOR STEEL t .TS AND ALUM :"u'M
NUTS AND BOLTS FOR ALUMINUM UNT9,
WH.RE TWO OR M0._ NPES WITH APRON EL'EWtI.LS APF [AO ADdACEN
TO EACH OTTER THEY SHALL BY SEPARATE(( BY A GI,TAINSE SUTTFICFNT
TO PROVIDE. A M+..MU`X CLEARANCE OF 6,NCt E., BETWEEN APRON ENDWALLS.
(D FOR PIPE SIZES UP TO 60' DIAXETER, A 150' ROLLED EDGE MAY BE USED
INSTEAD OF STEEL BOB REIKFORCEMEN7. SEE SIiCTION A -A.
C TO 11 0 7 9_9P)r
7 - I A I OtJCH hIGHINAY
)0:j CAPER
THO CO3NTROL LINE IS
ESTABLISHED BY A Ion
TAPER EX ENDING FROV 7H.
FARTHEST RAD LIS CURB END
rr
•
b
:001
CCI;CREIE CURB & GUFTR 'E% TA Ea
0' 10 N IN C)'-O LENrT144 kT ENS O. CU,-B
WUFlt SPECED ELSEAKRE cI
E CURB
(DI 10' TYr:,AL
TI2 S L ,,I,w,,
, TAM, 47 1�1 Il c�
TYPE "C"
C AH -4RIPT JS,
RADII DIVENSIONS FOR TYPES
E", "C" AND D" INTERSECTIONS
9
',5-70 5 k 70
TYPE "B"
Sp 55
60 41,
GENERAL NOTES
1, CI,S vA, F", US,D N7ERCHAP6EAELY N CGI.FNAT)("l CE bPIRATELY V,"', Vil
W.E CC1.1"LIM" NIERSEC7;ON 0,-PEND NG UPCN IaEPSEC'�CN ANGLE AND CT
CF EACH APr ROACM ROADWAY.
SIDE ROAD SURFACING NOTE
WbEN THF S'-.DE FLAB 15 NOT PRESENTLY PAYED. PAVFC'EW SHALL BE PII&uD To
THROUGH KGHWAY A,
THEP E DROWSED N rI"' , ACT.
THE L�YH'� Y,-tDW4 LNLESS 0 ms COIJ7 WPE, THE
PUSHI'D ACcl;E,4TE 5IjpllAciNG
CRNSTRIJCIPC�� -,IYVY ARE BEM�D T�' PAWN, L:'IqTS� C - 31
SPALL OF PLACED BETWEEN THE PAV NG LIVITS AND CO! ,IRUT,HN LVTS.
w
WFEN TuE SIT[ ROM) 6 FRESENTLY PAVEDNEW PAVIVENT SHA(L BE PLACED To,
---- ------
Iy
15 w
Low
THE LIMTS 0� DECTIN AS S HOWN AND BEYOND, T NEICESW�Ry,lo MEE! EY67INE,
PAVEVEN7.
12' -R)
HI N THE SIV ROAD IS TH+'COOETPUCIU)N PPO„EC F, THE INTERSECTION SU,,V-Cu,G
IN L SHMILDER WIDTH
SHALL BE 71E SAME AS FOR THE PROJECT,
R2
ol
OR 51IYN.
EXISTING SURFACE
NOTE:
10:1 TAPER
TYPE "D" NURSECIMIN IS
A TYRE "C" INTERSECTION
WITH CORE 8, GUTTER
THIS CONTROL LNE 15
ESTABLISHED BY A 10:1
TAPER EXTENDING FROM THE
AT -GRADE SIDE ROAD
FARTHEST RADUS CURB END
INTERSECTION. TYPES 'B',C* AND 'D'
TYPE "D"
:).L).U. 7 A 1-00
6'X fi"X P.2.
OFFSET BLOCK
T-100 GALVANIZED NAIL. ..__ g..._H
S. X 8- POST `.�
J
t 1
f
7 f
DII
6 °"
L,,_Y'-HoLE
st§' BOLTSHOULDER
HNGE PONT
T�
t
Cab
Ep0.E`'�"'
1 k
MIN.
I i
_L
,
L. _ _ J
END
VIEW
LOCATED ALONG
A ROADWAY SHOULDER
6" X 8" X Y-2"
OFFSET BLOCK
1-100 GALVANIZED NAIL -- jf-_�-C
�-
r..... r.—T--"'-
T t F {'
6" X 8" j
2,. g.. POST
HALE
Q VVV % BOLT
6,.p.
j 1 8
.....�.FEFFEC t2'-b" OR 25'-Cr
12'LENGTH OF BEAM
6...v.. C-C _..®._..... 61S C C ._...
_ POST SPACING _'� POST SPACING
I
I
RNISHEO $HCLILDER I
�.L
FRONT VIEW
REFLECTOR SPACING
BEAM GUARD
REFLECTOR
NO. SURFACES
MIN. N0.
LENGTH
SPACING
REFLECTORIZED
REFLECTORS
ONE WAY
..< 2O0'
..... 50 C-C
I
S
TRAFFIC
} 200'
°.00"C-C
i
TWO WAY
t 200° #
25' C-C
I *
6
TRAFFIC
> 200°#
501C-C
I*
TWO WAY
< 200'
5O°C-C
2 **
3
TRAFFIC
Y 200,
900'C-C
2 ##
# EVERY OTHER REFLECTOR REVERSED FOR 2-WAY VISIBILITY,
CONTRACTOR MAY FURNISH TWO-SIDED REFLECTORS IN LIEU
OF ONE-SIDED RELECTORS.
##
ANGLE OF BEND TO BE 90° a 9" FOR TWO-SIDED REFLECTORS.
[DfOr
AVEL NOT APFEA4 ON CONTRACT PLAYS1
REFTPCFpURE Tf 45-1 FOR GUEAYCE (TV THE
UEAU R)ARO 0'I SURFED ROI
GUTTER TO PAV'T
HNGE PONT ,-
I 1 P
3 6 1
MIN. i 8
t
END VIEW
LOCATED ALONG A CURBED ROADWAY
REFLECTOR
8 -%,, S X T PIA
BUTTON HEAD
BOI.Ts WITH
OVAL SHOULDERS
A RECESS NUTS.
BUTTON HEAD BOLT
% a X 3..6, WITH
ROUND HASHER AND
RECESS NUT.
SHOULDER
FRONT VIEW
BEAM, SPLICING AND POST MOUNTING DETAIL
,i`
TYPE "H'
REFLECTIVE
SHEETING
OVAL HOLE
,/A" X % "
GALVANIZED STEEL OL089" M:N. BASE.
METAL THICKNE.SSi OR POLYCARBONATE
PLASTIC (0.080" MIN. THICKNESS)
OR DETAIL AND TYPICAL INSTALLATION
12 CA, STEEL, M.105"
BASE METAL TH CKNT
GENERAL NOTES
DETAT-5 OF CONSTRUCTION, MATERIALS AND WORKMANSHIP HOT SHOWN ON
THIS DRAA"NC SHALL CONFORM TO THE PERTINENT RE:OU'.REMENTS OF THE
STANDARD SPECIFICATIONS, AND THE. APPLICABLE, SPECIAL PROVISIONS.
FOSI LENGTH SHALL BE INCREASED TO PROVIDE A MINIMUM EMBEDMENT OF
J 6 WHERE THE SHOULDER HINGE PC''.NT IS LOCATED `N FRONT OF THE POST.
PROVIDE TYPE H SIL.VER RMECTNE SHEETING ON ALL. REFLECTORS EXCEPT
THESE LOCATED ALONG THE LEFT EDGE: OF ONE -'MAY ROADWAYS, WH H SHALL.
BE. PROVIDED NI'FH TYPE "N YELLOW REFLECTIVE SHEETING.
70 FIT +'l '. F SPLICE BOLT
6�SLOT S. POST BOLT SLOT
I -_.......-_ 2'-0' APPROX.
PLAN VIEW
1 , t '"f°4" X GOLF
-.POST BOLT
SLOT
4°/,- OFFSET'
2 8` BLOCK
W BEAM SPLICE
N - X EA -
FRONT VIEW
W BEAM END SECTION (ROUNDED)
25V,' SEND RED'D.
10 GAGE STEED. ONLY FOR USE IN
IQ.I3S NOMNALJHCKNESSI TYPE (ANCHOR
NEUTRAL AXIS A"
� f
""., YDPO HOLES-f BEND AND HOLE ONLY
v X 1'/I _ --REQ D. TAX MODIFY
SPLICE BOLT SLOTS �Y," X 211z" POST CONNECTOR FOR USE IN
BOLT SLOT P)PTIONAL) TYPE, I CONNECTION
FRONT VIEW
W BEAM TERMINAL CONNECTOR
-�,"sYMMETRICAL.
ABOUT
d. B �-12 GAGE
NOTE:
GREETS lb Is OTACAAL FOR LVCLUSON
MI PLANS WHEN APPLCA.BI
iCLASS 'A'
STATE OF WISCONSIN
DEPARTMENTOF TRANSPORTATION
APPROVED
}(p RED $TA pES fiN ENG NELR rDR �fgYS
FwN4
6'X fi"X P.2.
OFFSET BLOCK
T-100 GALVANIZED NAIL. ..__ g..._H
S. X 8- POST `.�
J
t 1
f
7 f
DII
6 °"
L,,_Y'-HoLE
st§' BOLTSHOULDER
HNGE PONT
T�
t
Cab
Ep0.E`'�"'
1 k
MIN.
I i
_L
,
L. _ _ J
END
VIEW
LOCATED ALONG
A ROADWAY SHOULDER
6" X 8" X Y-2"
OFFSET BLOCK
1-100 GALVANIZED NAIL -- jf-_�-C
�-
r..... r.—T--"'-
T t F {'
6" X 8" j
2,. g.. POST
HALE
Q VVV % BOLT
6,.p.
j 1 8
.....�.FEFFEC t2'-b" OR 25'-Cr
12'LENGTH OF BEAM
6...v.. C-C _..®._..... 61S C C ._...
_ POST SPACING _'� POST SPACING
I
I
RNISHEO $HCLILDER I
�.L
FRONT VIEW
REFLECTOR SPACING
BEAM GUARD
REFLECTOR
NO. SURFACES
MIN. N0.
LENGTH
SPACING
REFLECTORIZED
REFLECTORS
ONE WAY
..< 2O0'
..... 50 C-C
I
S
TRAFFIC
} 200'
°.00"C-C
i
TWO WAY
t 200° #
25' C-C
I *
6
TRAFFIC
> 200°#
501C-C
I*
TWO WAY
< 200'
5O°C-C
2 **
3
TRAFFIC
Y 200,
900'C-C
2 ##
# EVERY OTHER REFLECTOR REVERSED FOR 2-WAY VISIBILITY,
CONTRACTOR MAY FURNISH TWO-SIDED REFLECTORS IN LIEU
OF ONE-SIDED RELECTORS.
##
ANGLE OF BEND TO BE 90° a 9" FOR TWO-SIDED REFLECTORS.
[DfOr
AVEL NOT APFEA4 ON CONTRACT PLAYS1
REFTPCFpURE Tf 45-1 FOR GUEAYCE (TV THE
UEAU R)ARO 0'I SURFED ROI
GUTTER TO PAV'T
HNGE PONT ,-
I 1 P
3 6 1
MIN. i 8
t
END VIEW
LOCATED ALONG A CURBED ROADWAY
REFLECTOR
8 -%,, S X T PIA
BUTTON HEAD
BOI.Ts WITH
OVAL SHOULDERS
A RECESS NUTS.
BUTTON HEAD BOLT
% a X 3..6, WITH
ROUND HASHER AND
RECESS NUT.
SHOULDER
FRONT VIEW
BEAM, SPLICING AND POST MOUNTING DETAIL
,i`
TYPE "H'
REFLECTIVE
SHEETING
OVAL HOLE
,/A" X % "
GALVANIZED STEEL OL089" M:N. BASE.
METAL THICKNE.SSi OR POLYCARBONATE
PLASTIC (0.080" MIN. THICKNESS)
OR DETAIL AND TYPICAL INSTALLATION
12 CA, STEEL, M.105"
BASE METAL TH CKNT
GENERAL NOTES
DETAT-5 OF CONSTRUCTION, MATERIALS AND WORKMANSHIP HOT SHOWN ON
THIS DRAA"NC SHALL CONFORM TO THE PERTINENT RE:OU'.REMENTS OF THE
STANDARD SPECIFICATIONS, AND THE. APPLICABLE, SPECIAL PROVISIONS.
FOSI LENGTH SHALL BE INCREASED TO PROVIDE A MINIMUM EMBEDMENT OF
J 6 WHERE THE SHOULDER HINGE PC''.NT IS LOCATED `N FRONT OF THE POST.
PROVIDE TYPE H SIL.VER RMECTNE SHEETING ON ALL. REFLECTORS EXCEPT
THESE LOCATED ALONG THE LEFT EDGE: OF ONE -'MAY ROADWAYS, WH H SHALL.
BE. PROVIDED NI'FH TYPE "N YELLOW REFLECTIVE SHEETING.
70 FIT +'l '. F SPLICE BOLT
6�SLOT S. POST BOLT SLOT
I -_.......-_ 2'-0' APPROX.
PLAN VIEW
1 , t '"f°4" X GOLF
-.POST BOLT
SLOT
4°/,- OFFSET'
2 8` BLOCK
W BEAM SPLICE
N - X EA -
FRONT VIEW
W BEAM END SECTION (ROUNDED)
25V,' SEND RED'D.
10 GAGE STEED. ONLY FOR USE IN
IQ.I3S NOMNALJHCKNESSI TYPE (ANCHOR
NEUTRAL AXIS A"
� f
""., YDPO HOLES-f BEND AND HOLE ONLY
v X 1'/I _ --REQ D. TAX MODIFY
SPLICE BOLT SLOTS �Y," X 211z" POST CONNECTOR FOR USE IN
BOLT SLOT P)PTIONAL) TYPE, I CONNECTION
FRONT VIEW
W BEAM TERMINAL CONNECTOR
-�,"sYMMETRICAL.
ABOUT
d. B �-12 GAGE
NOTE:
GREETS lb Is OTACAAL FOR LVCLUSON
MI PLANS WHEN APPLCA.BI
iCLASS 'A'
STATE OF WISCONSIN
DEPARTMENTOF TRANSPORTATION
APPROVED
}(p RED $TA pES fiN ENG NELR rDR �fgYS
FwN4
ANCHOR PLATE
CN-%-
BOLTS
SOIL P
MEASURED LENGTH OF BEAM GUARD --"'-
POST NO, I
5/e' # BOLTS
0 HOLE CABLE-
0
N
'ROUND C
BOLTS
GROUND
LINE
C
0 BOLTS
An_A.
SEE'DETAIL 'A
SOIL PLATE—/
TUBES ------
FRONT VIEW
TYPE I ANCHORAGE
5 V,
WOOD END PCs'
2-SN) , PIPE'..
(2.375- O.DIL
CABLE ASSEMBLY
GROUND LINE--,, 2"7to
DETAIL "A"
NPOST FILL 1)
1>
[)/Ti it
FRONT VIEW
z - GAL V. NAILS
SD v:qJ
_STEEL BEARING
PLATE
STEEL TUBE
TERMINAL
SECTION
t-4-
APPROX.
RECTANGULAR
PLATE WASHER
SECURED ON
END POST
ONLY
BOLTS
DIAPHRAMS
TJWBENT OFFSET TABLE
POST 40.
OFFSET TEET)
4,00
2,78
L78
4
0,44-
7
0.00
"37'-6'INSTALLATION,6 SPACES AT 6'-3-
TANGENT OFFSET TABLE
_pl
7/1
a CAGE (0.165' NOMINAL BASE
METAL THICKNESSICALVAN$ZED
RECTANGULAR PLATE WASHER
NOTE. TERMINAL SECTION - MN,121 GA, STEEL
TWO PIECE CONSTRUCTION 15 i0,105'NOWNAL BASE METAL THICKNESST
ILLUSTRATED. A M PIECE
TERMINAL IS ACCEPTABLE Ir RADIUS RETURN SECTION-T
SLOTS FOR SPLICE BOLTS
TERMINAL
CONNECTOR
REND TO le 5
END
�F PER)
SECTION
15!
PLAN VIEW
TERMINAL SECTION DETAIL
0�A A
GA.STEEL
ABRAMS (TWO)
5- DIAMETER HOLE
r TACK WELDS
AT 3' SPACING
25'-0' MIN,
3 71_6
(6 SPACES 0 IL-31
lwimwF y�
DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS
DRAWING SHALL. CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD
SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS,
POSTS AT LOCATIONS t A, 2 SHALL BE WOOD BREAKAWAY POSTS ASERTED AND
BOLTED INTO STEEL TUBES.
TYPE I AND TYPE 2 ANCHORAGES SHALL CONSIST OF STEEL TUBELSC SIRL PL4TEHSS
WOOD BREAKAWAY ROBLES BEARING PLATE. ANCHOR PLATE, CABLE ASSEMBLY
AND ALL ASSOCIATED HARDWARE, ALL STEEL PARTS SHALL BE, GALVANIZED.
HERML20
-T- ;. 0�
4VC-
EDGE OF SHOULDER TRAFFIC
PLAN VIEW
ROADWAY WIDENING FOR TYPE I ANCHORAGE
%WE
SLOPE 10:1
OR FLATTER
< g,L—
N SPACES a N-31 TYPE I
ANCH:OR:A:GE
4
(FACE OF RAILS
7 77IT
EDGE OF SHOULDER TRAFFIC
PLAN VIEW .4 41
END TREATMENT WITH ANCHORAGE TYPE I
WtE,
THIS DRAWING CO4SfST5 Or rWO SHEETS,
BOTH SHEETS APF REOUNEO WHEN THIS
QWLAVA'. A CALLED FOR IN THE PLANS.
CLASS 'A* STEEL PLATE BEAM GUARD
END TREATMENT WITH ANCHORAGE.
TYPE I & 2
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTAIION
S.D.D. 14 B 16-10
i 0 X T"' STUD
f \
6 6 OUT To _ -OUT }',U• 0 16 X ITO
tSWAGE FITTING A STUD GALVANIZED CABLE ---\=
AT BOTH ENOSI SWAGE CONNECTED
CABLE ASSEMBLY
CABLE. SWAGE FITTING. STUD AND NUT SHALL. DEVELOP
A MINIMUM BREAKING STRENGTH OF 40.000 LB
(TIGHTEN UNTIL TAUTY
STEEL PLATE'---\�
YE' 0 HOLES 7t/
d Q
9"
Y4" 0 HOI
SOIL PLATE
MACHINE. BOLT %- 0 X t'%z".
1•_q
_._..,.___._.._..�
WITH HEX NUT AND FLAT'
R AIL ER ME FRONT
FACE OF RAIL ELEMENT
FACE 0;
CABLE ASSEMBLY
8 HOLES �"0° 0
"/,' PLATE BENT TO
FOR % 1 BOLTS
CABLE ENO PLATE...
..........__..FLY RAIL- ELEMENT
%- X Y` X 2 '!,-
FRONT
VIEW
END VIEW
ANCHOR PLATE DETAIL
7'STANDARD
PIPE iN NO, I
POST ONLY.
23%- 0 HOLE
Ys" X I" X B" PLATE
TACK WELDED TO %- PLATE
S..
8
2 - Gk1,V'NA,L5
%- STEEL.
,_.—./
EED N'.N.Y
PLATE
J.'
STEF:0.. BEAR",G
�..
PLATE -"
1 ""/A" 0
HOLE
'f
a
a-
1
I
STEEL BEARING PLATE
I
STEEL ILEE—'
Y,- 0 HOLES
X 0.188
STEEL TUBE
THE STEEL, TUBE SHALL CONFORM
TO REOUIREMENTS OF ASTM A501
y 0 -. �� A � 0` � • u
(7
WOOD ENO POST
2 STD. PIPE:
U`375' OO.i
CABLE ASSEMBLY
2' ,—. GROUND LINE.
NOTE:
STRUCTURAL TURNS SHALL CONFCRM TO THE REOUIREVENTS OF ASTM A 500
GRADE B OR ASTM A-501.
POSTAND
ENO SECTION ROUNDED 77OFFSET BLOCK
.--TYPE 2 ANCHORAGE : 1
EDGE OF SHOULDER..._.._\
PLAN VIEW
MEASURED LENGTH OF BEAM GUARD
--.ENO SECTION (ROUNDED
OFFSET BLOCK
POST NO. t (._ REQUIRED
---------------
i
I
GR0UN0 LINE 0 SOLTS —'
SEE DETAIL ^A-.—_�' _
..._ SOIL PLATE !
121 -s/a°'
BOLTS
LINE POST"'"
--STEEL TUBE
FRONT VIEW
TYPE 2 ANCHORAGE
ANTTE:
PARS DRMING CONSISTS OF TWO SHEETS,
BOTH SHEETS ARE RESHAPES WHEN THIS
pRRYfMG IS CALLED FOR IN THE FO AKS.
CLASS *A*STEEL PLATE BEAM GUARD
END TREATMENT WITH ANCHORAGE,
TYPE I & 2
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
APPROVED fy,
'DATA STATE, CI��GN ENG NELR lb" ..Is
FH*A
S.D.D.14 B 16-lb
}`,\\ SIDEROAD OR DRIVEWAIY 30MTL—
_ 3. O" M^l J.___.__ IN t
W>
SEE SDO 94Bt6 FOR DETAILS
EDGE OF SHOULDER— � TYPE I ANCHORAGE—J
... NEGEN�_�
WIDEN MAINLINE SHOULDER AND
BLEND WITH $IDEROAD OR DRIVEWAY
(MAINTAIN NORMAL SLOPE?
TYPE. 2 ANCHORAGE
AT EXIT ENO ON—,
DIVIDED HIGHWAYS 11 6,_3„ Q&STACLE
_i
EDGE OF TRAVELED WAY —� ---TRAFFC
BEAM GUARD AT OBSTACLES
EXIT END - ONE WAY TRAFFIC
STBA
EDGE OF TRAVELED WAY--' +--_. TRAFFIC
BEAM GUARD AT FULL WIDTH BRIDGES
STBA
EDGE OF TRAVELED
+-- TRAFFIC
TYPE IANCHORAGE.
s THE TANGENT LINE IS AN EXTENSION
OF THE ALIGNMENT OF THE ADJACENT
SECTIONS OF BEAM GUARD
GENERAL NOTES
DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN 04
THIS DRAWING SMALLL. CONFORM TO THE PERTINENT REQUIREMENTS OF TIRE.
STANDARDSPECIFICATIONSAND THE APPLICABLE SPECIAL. PROVISIONS,
BEAM GUARD LOCATIONS AND LENGTHS. ARE SHOWN ELSEWHERE IN THE PLAN.
STEEL THITE BEAM STRUCTURE APPROACH.
UNLESS OTHERWISE INDICATED, THE FLARED END TREATMENT WITH A TYPE I
ANCHORAGE' SHALL BE USED TO TERMINATE. BEAM GUARD ON THE: TRAFFIC
APPROACH :SIDE OF BRIDGES/OBSTACLES, TYPE 2 ANCHORAGE SHALL BE USED
ONLY AT THE DOWNSTREAM ENDS OF BEAM GUARD LOCATED ALONG ROADWAYS.
WITH ONE WAY TRAFFIC.
POST "SPACING 6'-3" C-C
4'-6" OR MORE
LL'OBSTACLE \,
SHOULDER i
EDGE OF TRAVELED WAY--"' --TRAFFIC
BEAM GUARD AT OBSTACLES - TWO WAY TRAFFIC
TRAIL TO OBSTACLE CLEARANCE 4'-6' OR MORE)
_ VARIABLE VARIABtl.E ,�n _ lD
.._l`IF ___-.—.____—__ f' ENO
TO
TREATMENT
4'-6"
-� TREATMENT
n 9 I Ct
SHOULDER
EDGE OF TRAVELED WAY .---'" 25' 0" M:N 25'-0- M,N -'TRAFFIC
(E-3" C-C POST SPACING 3'"C/i' C-C
_�_._-------__.._
$PACING SPACING
BEAM GUARD AT OBSTACLES - TWO WAY TRAFFIC
TRAIL TO OBSTACLE. CLEARANCE 3'-6' TO 4'-6`)
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
APPROVED "T
nz Staw ES GN ENGNEEw FGHrehxS
inRA
SHOULDER
EDGE LINE MARKING (WHITE)
EDGE OF TRAFFIC LANE
CENTER LINE
__
MARKING (YELLOW) /
I
/i
yt � NO —PASSING MARKING
CENTER LINE f i:'.''. tYEL0W)
4-
SHOULDER
EDGE LINE MARKING 1WHITEb
EDGE OF TRAFFIC LANE
SHOULDER EDGE OF TRAFFIC LANE
EDGE LINE MARKING
END MARKING AT
POINT OF CUVRATURE
LANE LINE NOTU ALWAYS LEFT OF CENTERLINE _
MARKING (WHITEI IN THE DIRECTION OF TRAFFIC
-^�.1
CENTER LN C
e
NOTE: ALL DIMENSIONS SAME AS T'WO WAY TRAFFIC
EDGE LINE MARKING IWHITE➢
SHOULDER ---'-'- EDGE OF TRAFFIC LANE
3
4x yy
- CENTER LING
LANE LINE MdRK iG
(WHIT
(WHITE% _...... __ CENTER LINE MARKING
(YELLOW)
ONE WAY TRAFFIC TWO WAY TRAFFIC
SHOULDER �'EDGE OF TRAFFIC LANE E SHOULDER EDGE. OF TRAFFIC'. LANE
ONE WAY TRAFFIC
2
CHANNELI2WC
—LANE LINE
CENTERLINE / 8`(WHITU
4" rrELt.oWI RIGHT TURN LANE
NO -PASSING LINE
F.�. WHEN REOURED
TURNING LANE LINE-
4" tW---� O EDGE LINE
MTEI ® a �— 4" (WHITE)
-A"
i
TYPICAL PAVEMENT MARKING RURAL
WE
EDGE LO
MARKING
END MARKING AT P.C.
GENERAL NOTES
DETAILS OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SHALL, CONFORM TO STANDARD
SPECIFICATIONS AND SPECIAL PROVISIONS,
EDGE LINES SHALL BE OMITTED THROUGH INTERSECTIONS. EDGE LINES SHALL BE CONTINUED
THROUGH DRIVEWAYS.
QI WHEN DISTANCE "A' IS LESS THAN 250 FEET, OMIT TURNING LANE MARKING.
l:J WHEN DISTANCE "B" IS LESS THAN 100 FEET, OMIT CHANNELIZING LANE. LINE.
HALF CYCLE LENGTHS (25'zt WITH 2'M:YMUM STRIPE. LENGTHS SHALL. BE PROVIDED ON
ROADWAYS (INCLUDING TEMPORARY TRAVELED WAYS%WRH REVERSE CURVATURE, CURVATURE
OF OVER 5 DEGREES OR WHEN ERECTED BY THE. ENGINEER TO MARK UNUSUAL ALIGNMENT
OF THE TRAVELED WAY,
CENTERLPNE
4"(YELLOW)
{ CENTER LINE MARKING
BEGIN MARKING AT P,C. --7
®1
NOTE: WHEN APPLICABI.E. INCLUDE SOD I5C8-4m WITH
THIS DRAWING 1N PLANS.