HomeMy WebLinkAbout1991.pdfINDEX CL SHEETS
STATE PROJECT
FEDERAL PROJECT
PROJIECT CONTRACT
Shoot NO,
Sheet NO
I Title
TYPICOL Sections wd Details
(D[F
u
Shunt 14,-
Estimate of Quantities
Sheet N;'
Sheet Na.
Miscellaneous Ou"Ontities
Right of Way Plot
PLAN OF PROPOSED IMPROVEMENT
Shoot No.
plon and Profile
HUDSON
NEW RICHMOND ROAD
Sheet No.
Sheet Na.
4, Standard Detoll DravIngs
— Sign Plates
BOARDMAN
S,T,H,
64
Sheet No.
— Structure Plans
Shoot No.
— Computer Ewfhvork Data
Shoot Ho.
— Cross Sections
C. T.
He A
CONST. CO. COMM.
JUL 1 9 1991
A.D.T. 1991
m COCO
A.Dj. 2011
=2900
OAV. 20111
= 674
O.
= 60-40
T,
m7,2 .ACT
V.
55 FAPK
E5ALS = 949,6BO
CONVENTIONAL SIGNS
COUNTY LINE
COMMISTWILE FLUIDS
CORPORATE LAWS,
WINDER PRESSURE$
PROPERTY LNE
UNDERGROUND UTILITIES
LOT LINE - - - - - - -
GAS
G
LIMITED HIGHWAY EASEMENT
ELECTRIC
E.
EXISTING MIGHT OF WAY
TELEPHONE
T
NEW RIGHT OF WAY
SEPPOI(E PEDESTAL
m
REFERENCE LINE
CAID.E MARKER
SLOPE INTERCEPT
POW" POLE
ORIGINAL GROUND
TELEPHONE POLE
0
MARSH OR ROCK PROFILE
RAILROADS
CULVERT IN PLACE
MARS"
CULVERT REQUIRED
WOODED AREA
CLILVIRT MODEMS Wroflle)
ME NAME,
MM
ml
am
a �41 zu Im I wg ffspill a I m
I 4T&Tr 9 IEOT KAWPOP I
SCALE L—1
TOTAL NET LENGTH OF CENTERLINE * 4.4986L RURAL
Y - 470,700 (1 IOGI)
X- 1,329,300 (! 100)
ALL COORDINATES ON THIS PLAN ARE REFERENCED TO
THE WISCONSIN COORDINATE SYSTEM, CENTRAL ZONE.
SCALED FROM U.S.GS. TOPOGRAPHIC MAP 7.5 MM.
SERIES,NEW RICHMOND SOUTH QUADRANGLE MAP
DANIEL I
FEDDant
SR! E
zc
c-dpl7kl
(DATE)
APPROVED FOR
x - SST, Marx
IIAT (HIGHWAY CKAINMEN)
•
HATER
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
su'Wre--ST —CROW-u— DIFYIe ONW, _qJF
m' FINS umunsI
DIAIr1r? SANFIIrr -C�. C.O. C MhHer
APPROVED.-
DISTRICT CHIEF DESNGN
APPROVED: ENGINEER
OATE:-'4/�
REGIONAL cNIAT READ oe'SlOm FWcP.
U4. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
REGION 5 WISC(
APPROVED:
li�
DIVISION ADWINI"ATW
WISOOT/CADDS SHEET 10
Ll
SHAPE EXISTING
SHOULDER
3 4'EXISTING ASPH. PAVEMENT TYPICAL TANGENT SECTION
PULVERIZE AND RELAY TO A DEPTH
OF 4-INCHES C.T.H. 'A"
♦ ! r
SINGLE AGGREGATE ASPHALTIC PAVEMENT
ASPHALTIC MATERIAL
STATION TO STATION TONS AC TONS
0,00 237«47,93 10,550 633
PAVEMENT MARKING
STATION TO STATION TYPE L.F.
0+00 237+47.93 OE. 12A00'
0+00 237+47.93 EDGE LINE 47,500'
CRUSHED AGGREGATE BASE COURSE
OLLD
STATION O STATION SHR. BOX
0
�--` 4' CRUSHED AGG. BASE COURSE (EXISTING)
(SHOULDER MATERIAL)
3-4" CRUSHED ASPH. SURFACE BASE COURSE
3' SINGLE AGGREGATE ASPHALTIC PAVEMENT
® REMOVE EXIST. ASPH, SURF.. CIPK'IP:=4TA1,. TO OTHER ITEMS'
tEDGE TO BE PLACED IN MAX. OF Z" LIFT
ABUT
ABUTMENT
g
« '"°'^` "`•"„".
AGG,
AGGREGATE
L
AH„
AHEAD
APPROX°
APPROXIMATE
LT,
LEFT
A.E.W.
APRON ENDWALL
L.H„F.
LEFT-HAND FORWARD
A.D.T.
AVERAGE DAILY TRAFFIC
LINEAR
L
AZ.
BK.
AZ
BACK
LIN. FT.
LNEAR FOOT
BEG.
BEGIN
L.S.
LUMP SUM
B.M.
BENCH MARK
MI.
MILE
BIT„
BITUMINOUS
MISC.
MISCELLANEOUS
f
CENTERLINE
N.E,
NORTH EAST
CONIC„
CONCRETE
N.W.
NORTH WEST
CONST.
CONSTRUCTION
PAV`T.
PAVEMENT
C.M.C.P.
CORRUGATED METAL CULVERT PIPE
P.C.
POINT OF CURVATURE
CO„
COUNTY
P„I..
POINT OF INTERSECTION
C.T.H.
COUNTY TRUNK HIGHWAY
P.T.
POINT OF TANGENCY
X-SEC.
CROSS SECTION
P.O.T„
PONT ON TANGENT
DR.
CRUSHED
LB,
POUND
Q
CUBIC FEETXSECOND
P.E.
PRIVATE ENTRANCE
C.Y«,CU> YD.
CUBIC YARD
PROJ.
PROJECT
CULV.
CULVERT
CULVERT PIPE
R.
RANGE
REINFORCED CONCRETE CULVERT PIPE
C.P.
O.O.T.
DEPARTMENT OF TRANSPORTATION
""_a'D.
REQUIRED
D.H.V.
DESIGN HOUR VOLUME
BY..
RIGHT
DIA.
DIAMETER
R.H.F.
RIGHT-HAND FORWARD
D.
DIRECTIONAL DISTRIBUTION
R/W
RIGHT OF WAY
DISCH. OR DIS.
DISCHARGE
RD.
ROAD
SHRINKAGE
EA„
ELECT.
EACH
ELECTRIC
S'
SL'
SLOPE
EL. OR ELEV.
ELEVATION
STD.
S.D.D.
STANDARD
STANDARD DETAIL DRAWINGS
E.B.S.
EMBANKMENT
EXCAVATION BELOW SUBGRADE
S.T.H.
STATE TRUNK HGHWAYSTATION
EXIST
EXISTING
STA,
STRUCTURE.
PERT.
FEET.
FERTILIZE
SR
SURFACE
F.E.
FIELD ENTRANCE
SURF. F°
TELEPHONE
FIN.
FINISHED
Tom"
TOWN
FT.
F
TN.
T.
TRUCKS (PERCENT OF)
F.L.
FLOW LINE.
UNCL.
UNCLASSIFIED
GA.
HORIZ.
GAUGE
HORIZONTAL
U.G.
UNDERGROUND
CWT.
HUNDREDWEIGHT
V.
VELOCITY DESIGN SPEED
INL.
INLET
V.C.
VERTICAL CURVE `
�[GENERAL
NOTES
-_WHEN
THE QUANTITY OF THE ITEMS OF BASE OR SURFACE COURSE IS
MEASURED FOR PAYMENT BY THE TON OR C.Y>, THE DEPTH OR
STEEL PLATE BEAM GUARD
ANCHORS
"""
THICKNESS OF THE COURSE SHOWN ON THE PLAN IS APPROXIMATE AND
THE ACTUAL THICKNESS WILL DEPEND ON THE DISTRIBUTION OF THE
STA, TO STA. LOC. L.F.
TYPE I
MATERIAL AS DIRECTED BY THE ENGINEER
EACH
I05+59-IBT+27 LT &RT.337
4
UNLESS OTHERWISE SHOWN ON THE PLANS ALL INTERSECTIONS SHALL
BY TYPE 'C' AS SHOW ON THE STANDARD DETAIL. DRAWINGS.
THE LOCATIONS OF EXISTING AND PROPOSED UTILITY INSTALLATIONS
AS SHOWN ON THE PLANS ARE APPROXIMATE. THERE MAY BE OTHER
PULVERIZE AND RELAY EXISTING
BASE AND SURFACE
UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN.
STATION TO STATION
STA.
0+00 TO 237+4793
237.5
STANDARD DETAIL DRAWINGS
9A1-8O SIDE ROAD AT GRADE NOE,RSE.CTIONS,TYPE 6,C AND D
ST. CROIX ELECTRIC
ST. CRCIX TELEPHONE
UTILITIES WAYNE JOHNSON
HIGHWAY 12
ROLAMDBRIN"AN
f54 E 2NG St BOX316
BAL.DWIN, WL5. S4002
NEW RICHMOW W16, 54017
15CS-3 PAVEMENT MARKING
TELE, 694-3536
TELE, Z46-2'i7f
1462-Ba 8b GLASS °A' STEEL PLATE BEAM GUARD
NATURAL
CITY NEW RICHMiN D
DENNIS HORNE
'� 15C12.aI. TRAFFIC CONTROL FOR LANE CLOSURE( SUITABLE FOR MOVWGOPERA
SCC4Ti` L ST.
922 WALL ST:
156 E. FRiST ST.
146 L'HC-=%f'El",IAL 6EAM 6d.14:7 flf:0M0 r;goP.
NEW FUCHMOND w1S. $4017
NEW RICHMOND WIS. S4CX7
TELE, 71 TS 2,46,055
TELE.. 7fG-9_;%Z'3
FILE NXUE: HOGN[" D"'I5914077LOC'a
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BEGIN FROJECT STA, 12.4-77
1- 24' X 68 CMCP CEMETERY
PE 10+00 —15+00- �f�+G(4 20+00
SCALE
PC I% I AA RE+82 N 48' 56' L
o all, GG,
I-L
+ T IS = 1145.92'
T - 286.67'
10 �T L 561.81'
D 5
SAW CUT AND MATC14 P.I. BK 4+66'-
EXISTING PAVEMENT iP.I. AHEZD- 4,+'705.141
-- 5219*56*
R 1145,91'
T = 563.02'
L 1046.64'
0 = S
SCALEP1 BK. 118+81,64
1.-200� P.1, AHEAD IIR+02
s E, = 0.oslx
m
W
X
0
5To-" 0—
STA. 186+43
SCALE
TWIN 8' X C' X 50' CONIC, BOX
IMPROVE GUARDRAIL TO MEET
MrMIUM STANDARDS
173+00 175+0,0
185+00
N :^ 25' 50, w
ENSTALL
;TA. 774,FF
58'L.F PLATE BEAM
7-24"X 76CP&
igLF W RAIL OVER STRUCTURE
L - 15'48*41'
R - 3819.72'
T - 530.42'
L = 1054.09'
0= 1 30'
P.I. SK = 58+2194
P.I. AHEAD - 68+17,I9
c r . 0.mlay'
EM "s
O
MA9 + V
STA. 195+35
1-30' X 58' CMCP
n
STA. 23+22
I- '0* x 68* CMCP
48+27,0,
BIT;
AZ- 31 23' 25'
61T'
P1 in py /25+00
30+00
35+00
40+00 45+00
P.E. +28 pL +79
PL
W
PAW
BIT. BIT.
75+,C0
80+UO
N 3,v 30, +-��
'4� Z
STA- 128+36
1- 24' X 64' CMCP
/11,10,on ila.
VE 47D
A G G.
R - 1145.91'
7 - 410.27'
L - 787.96'
D - 5
P.I. SK= 91+11.90
P.1, AHEAD - 90+7q In
eb
�90+00
MACKIN RD
+42
145+00 150+00 155+00
IN 47' 26' 47-
PE t
AGG,
STA. 107+75
1- 30' X 84' CMCP
EAAM. A, AGG,! 174th AVE
AM AM
200+00/ 205+00 210+00 PL+7+56 ?L+2 PL
215+00 220+00
NE f
Ate"'
1799'AVE.
STA. 219+4
1-24'94.L
AM
PC ill AGG.
PZ +0155+00 60+00
% +e FL +04 N 50'19' 25' E ;
AM
13
T a 557.99'
L = 1038,53'
D 5
P.I. BK.= 168+00
PJAHEAD- 167+22.55
SE. 0,059y,
END OF PROJECT
STA. 237+47.93
PARK ENT.
FLINT
+24
175th AVE STA, 136+63
STA. 2,lltlCMCp SAW CUT AND MATCH
1- 24' A 108 / EXISTING PAVrMFNT
3 Oil
250,
Io
15
R w
iH:s c"NTROL LINE is
ESTAELP'4ED By4 IP:I
%PTP lYT.El,D'%(, FP,
RADUS
T Yp� "B"
------------------
CG',IjPE,E CUPS & GUTTER TAPPR CUPP 14F GHT
0 TO 6!N 10-0" LENH AT ENUS C,UB & GJTTER
SECT]INS, WREN SPECS ILHWl-'rE N THE CONTRACT"
PROWDE CURB 0PZNN,, IN'.) FLUME.
�Sj:0. Typ!,AL
RADII MYENSIONS FOR TYPES
"B". "C' AND "0" NTERSECTRONS
z_4
ic5-n
WTH THE jIADU,
S,
Q
W
11 D
L-2
T.'0
C-1
TAPER EXTUNI)NG FRCY THE
FARIPEST RACUS CURS END
TYPE "D"
11 4!,
TYPE "C"
MXMAMMMH�
1,5 1,14 j U D T E R "A P I Y N C C, Q'i 4 A, T -N C T, "F P _Q A T" L S ANY
NTTISECT]'-N &rM SI ,C!N5
S SURFACING SIDE ROAD NOTE
tvP[ " N,T7 ppESEN, I Y PYYLU, Y� NT L I,,� PLAHO
;,
PW`
EH 1�1
—L, HE 'L-'I 'D T�TNMZ THE PAVNC, LVTS '%D qu4c
n L [ PL4c'D TO
41.0 6-YG%-, TO YrrT -X,STING
V,
T-, H r,_ N SI jpp��C N',
OV", !IS i C',
AT -GRADE SIDE ROAD
NTERSECTION, TYPES 'B,'C* AND 'E
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
_�_pp
APPROVED
�8091
67.0
�9
I/
CA E
llxA
STATE D SlGll
E
Mom
SPO'ULOER
....�E LSE: NAPK NS MFITCF
f
ENE. OF TRAFFIC LANE, I ..,.11hgR
_ CENTER LLCE
kh4KNG !YELLOW)
if
ENTER L S 1 r (v T i aer -
_ 2" 4 a,.
SHCILLDER
EDGE L-'E; tB.AFYi+ C In:=.ITEI
TWO WAY TRAFFIC
LAST L.
(x I
MANOR INTERSECTION
UM U[J 6aAtlK ') IYE[.LC'Wr
OF TR41 C LANE
LINViN01 ALK Y. LEFT (Ir (r,, cT, I;r
---SIAPrINSenlMTE] d TIF D'RE.EC1 TRAM C
f
.T L" AH 0 F „v NS SAME A5 TWO NA HAFFR:
STE, Ll%rl MAR 'A; (ANIU — _
ONE WAY TRAFFIC
AFK!V:
SHOGT `Hx
EDGE OF TRAFFIC LANE
03
�r l 2 r 2".......
F A`hK LI J CENIER L:i. MARKING
(APO EC
(YULON
ONE WAY TRAFFIC TWO WAY TRAFFIC
EDGE bF TRAFFIC LANE
GENERAL NOTES
{ IATLS OF C U "CiION NOT SHOWN C`I TNS ORAWII HA SLL Nv COOPP? TO 51ANDARD
_P GF.. CAT'd;'.5 AND SPECIAL PROVi S'CNS.
C t 1kS - ` + I L 3E C.yiT Fit TIHeUUGH 1TERA ECTCNS EDGE L°;F,S SHALL BE
.
T+eot;GH t:aiV'r',.1VAvg,
T ,-,N 1' IS LESS THAN ZjC UET ClT Tl:P .'" LAIIc MAR 311 G.
✓'.:ETA% ¢ IS LESS ZH-LI IUO 'HlT GVVT CHI'.LI>d.C. EAOp
PALF CYCLE Lr T g (2 !} A i ?P N'' + TiS eF LEN'TTIS SHALL F F 2OWOE'C ON
P ACIHA'YS (, Y (., ,J 7EVllR4Ry TRAVELED WAfY 6711 REVERSE'. CURVATURE. CLVATCRE
(.(SW-R P, DFGREES OR W r OPINED BY 71;_ EN—NER TO NARK I':USOAL AL)""ENT
01 THE' TRCVELEU NAY.
T t TT"N3
MINOR -INTERSECTION
PAVEMENT MARKING
STATE OF WISCONSIY
DEPARTFNT OF TRANSPORTAI"ION
APPROVED
pa•F .9n tE 'H0.F+'S E`¢t; VEEP FCYt
�yillml,w 1Al c1
' Transition free, 0.01'F° to 0.4s'!" - -
.,...ra :a ! x '1 h•-_.-`-
,.--.,.M S-a- 5°.Q daz Slaves in 1531 Measured Length 07 L -n .asd g (D f ] r_->in
.. i #'_0• p B }• of Bar Guard 5' -0 y" } [f aknl «S.�ro I)
I 3" 3',.1 9 i 4' 2 i 9 Bava1 C} Yn t 1 t
&awl 3, 1 S' 1` I
sie,irmk c.wctox I 'sT ¢
,se darn T,_, - : a ��'i'. ek
I ri 'i—
e,
7esnirel Connector QTPEO v-;'S
C
(sea detail) ( 1'..9"(I� FCR SPLICES
nt
Y 3 l5x
FRONT VIEW- END VIEW FRONT VIEW END VIEW�5 stripe
.ba,t a
SLOPED FACE PARAPET VERTICAL FACE PARAPET ~ n`
r«► A tl " e _— SLOTTED HOLES FOR
11 EI POST "CUNT1%
5
leasared Length -- 4°-2,s' )basurod Length
of Be. Guard It 8exe1 Q of Beam Guard .,
3'`l3
a dl Carnactar (— = +
t akha detait) �"o
FRONT VIEW END VIEW —
RAILING TYPE *Fo SECTION A —A
W. GalMan Zed Steel
n
(0.135• Par nal base metalthickness)
13
Post Be
Slat
Splice
Bolt*
Slat*
e
.u.... 1" a.
qtE:
l 1,0., 2" C 0 CQ.134" i:aminak
thickness) galvani�:d .^ta Col nasMr
recuirod urdar the head of splice
bolts used in the Terminal Connector
only.
._
.... T, m '3"
6" a 6,. x 1,_ 6„
e - Thrie Beam
a5
Offset Block
Transition Section
TM rafleptnx'zrod
surfaca(s) sell
consist of Silver
Reflective Sheeting
EI
t;�t
vanized Steel (0.0P,9" Hin. case
al.thickness? or Polycazbonsts
Plastic (0.CE0• Hi'. thickness)
Bar Guar..
Reflector
No. Surface*
Min, Nee,
Length
spacing
+Reflect oriZed
Reflectors
One Ray
< 200'
50' C-C
._ d ..
3
Traffic
A 2W'
1W C-C
I
Tan stay
< 20C' *
25' C.0
I to
g
Traffic
) 200' ih
Sp' C-C
1 at
Two Ray
< 20C'
50' C-C
2 #
$
Traffic
? 200'
1W' c-C
2 # M
Rail Elem"na
Splice ,hewn)
Pc—d v a,, p 9uttoY
fiashax Mead Bolt
sort
_
Threads -t Rail Elon*nt
Recssx
BUTTON BEAD BOLT DETAIL
Reflector [+s f
(Post bolt mount)
If Every other reflector rwaraw for 2-nay visibility, e
Centraotor My furnish too -sided reflectors in lieu
of ore -sided reflectors,
ttit kola of bug to be 90• t 1• for tr-sidled reflectors,
REFLECTOR DETAIL TYPICAL INSTALLATION
� W �
Post 'sb,'ntin,s
3 :scket
6"
r '
Expansion Shield of
Type STAR", "AnRO-
' _ ACE "ACKEFri9i-
,id4i'}.kV'1. or "cprpvel
"seal.
GiEEN RAL NOTES
Details of ec structurn aterials x 't kork n h1P lot she n en
t.3s drawing shall confCY to the eY Snent 4'tYlY Rtt3 at the
St,ndard SRCciP eakrq } tk. ar;Ilohbla Soccial Provisicns
The tree of anchor,. s th en,, Icv xt von of t s -ni sg
and and of a n team gua d Sn stallutt, ,aj b
plans or as dEx'ec`.ed by t" ',YY,-.P,r,
Shoulder widening to ao or cdate the ImPysed and of the bon.
guard`shall be eccm Phshed at i rate of widening not to exceed
5 to 1.
Standard Anchorages - Open approval of the Engineer, the 6 foot
offset gay be redced to nothing "here existing ocndit,o,s will
not Pamir the des i gable offset. Hcwcv-r, when no offset greater
than or equal to 3 feet can be provided, the minlwm length of
guardrail in advance of,an obstacle (obstacle to anchor) shall
be 150 test.
The "Post Footing Details at Piers" shall be used when year
guard posts are over structure footings and less than 3 feet-
5 imhee 6f earth is CrpYidei'. beesThe top of the Crating.
0The reining clearance fro^ the front free of bearguard to
obstacle shall be 4 feat anless othertz}w shn n on contract
plans. Rhen clearance is less than 4 f.et Rust spacing shall
As reduced to 3 feet-li inches C-O /'��
0 This section shall include at least one 12'-6" Pall Ely -net
and a Terminal Connoctor or R-Thri" Bean Transition Section
as reouired For structure w.untihq.
NOTE;.
Drill all holes in rousting
bracket J" a.
Use 4" ninissxm thickness
ASTN A 35 steel alai® for
all pieces and galvanise
otter fzR;ication 3 drillinq.
t Footing y
So-
11 size for
»
bolt
a
III
a+
G°
EXPANSION SHIELD DETAIL. POST MOUNTING BRACKET
POST FOO t INC DETAIL AT PIERS
t%ITE:
THIS STAIDARD CtTAIt, CPAAD43 CONSISTS OF Trio
Batt rn SFEFTS ACE EDO, " ETS fPE 1, QUIFED 'bh£N THIS
GRARdh'G Y5 CAd_LR',:7 FCR 7!t CCoTTRACT PLAHS.
Ffad bbY is i,h rrxal
sF, ldare R reuses nut". f,AUTICN: ', FN 'FECIAL Ar' CRAGES ARE SPECIFIED,
SHEET 8c 15 AC.'.XY REt UIPED.
9attcn head colt I" 0 x
length required, with
round aasher and races,
nut, (See Button tread
Bolt Dotail8
Finished ahovlder
EIL'OIA. X
11-0 1 RODS
MEASURED
-, ELIE L M. , _NT —LENGTH OF
BEAM GUARD
CONCRETE
—ANCHOR
PLAN VIEW IN SECTION
PLC OEN co cREaE
CR 2'X 2 SQ
FRONT VIEW IN SECTION
STANDARD ANCHORAGE DETAIL
(STMARD SPEOFICATM ffEW SAKHORAGE
FOR STEE PLATE. BEAM GUARD1
04 0TVIDED HGHWAeS
DERV DATE SLID PAU AT THIS FCINI WTN
TYPE 2 ANC6
SHOULDER
j R49PED END
CC PAIL}
STANDARD
a poF
, S
GIENERAI f'3'_1'/W`C-C
NO;Es AIR,—
PAVEI,P. : I,
EDGE
41,','---�
END OR CURVE I OPED PI'D I
IT
AT HIS PONT ll�$t E D C T
VENAP 4�R -16-,
MAY. Of STANDAPT
DC F
ATFWAL�
_14171, prov� I , I�
\-,-- PAVEMENT EDGE
xy VARIABLE BASED ON VIPAN KLTH
OR 30
PLAN VIEW
09S TACLE
FRAFNC
TRAFFIC [:�>
SECTION A -A
TYPICAL MEDIAN INSTALLATION AT STRUCTURES
------------- -
f-11, S,. U SlIc'! _p
'A
I X,
-P
OF PAVEMENT / � I - - SFF GE NERAL NC r ES
COUNTER-CRECTIGNAL TPAPF:C
VII—AlillF BASE, LIN SIZE v4D
OF 09STACLE
PLAN VIEW
TYPICAL INSTALLATION AT OBSTACLES
8 COSTS
SPAILS, O
SFF�_R poST 0 c-c
-D RAMPED END CE T A I -I
I, DO E PEND OR CURVE ------ ED" OP PAVEMENT
AT THIS SENT
COUNIER DIPECCONAL 13`PO
PLAN VIEW
TYPICAL INSTALLATION AT FULL WIDTH STRUCTURES
---- NORMAL OR WOCNF`D SHOW DEFF UICS
12' 6' OR 250'
FAIL ELEMENT
- _,Rlli+_, 6 -3' C C G, 3' c r,
Posr SPACIN, POST SPACNG
1 11 "1 - 1 ......... W44�111`111
PAII ItEVENT LAP N
POSTS O'X 8"X
F-T ISLOPE 7 1 6_6, WITH 6- , g, I IGRECTION CF 7RAFFICI
I X 1 -2' GFF SET' 1 1
11:1� , 'IF D I BLOCKS I I
J POLA Ll L� Ll
SUPVACE
END VIEW FRONT VIEW
TYPICAL STEEL PLATE BEAM GUARD INSTALLATION
C�)b<,IJLP,t P OR EV13ANKLENT SLOPE IN FRONT OF BEAM GUARD SHALL BE LO:1 OR,FLATTER
12 GA, STEEL MADE' NCM:NA
BASE METAL, TfITKNESS
STANDARD :P ANCH07ACE
S P OF I S
c
KIM.
Cr 11
POD GO CURVEAy„ "',
AT -1 THS PlIN7 TR.r PC
PLAN VIEV(
TYPICAL INSTALLATION AT NARROW STRUCTURES
ca CO
0 1 APPRDY. - - -
PLAN VIEW
END SECTION (ROUNDED)
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
S.D.D. 14B 2-8b
SYMBOLS
El WORK AREA
FLAGGER. EQUIPPED WITH STOP/SLOW
PADDLE FASTENED ON SUPPORT STAFF
FSIGN ON PORTABLE OR
PERMANENT SUPPORT
VARIABLE DISTANCE
60" X 24" �
•" � CD.STRCIIMI c�
cza-z
9 � F
ro....... i'dCN OyPICALI— �,-- >OQ'tTYP."8t,}-_.__.._- �_ t3U(i"NN, � ___._""' - 20U' D 300 (YP" C-L•••.(
ROAD ' � ONE LASE
c„.CONSTRUCEHi'- ROAD
AHEAD MUD
620-4 W20-Tq
2
(t) FOP A LOVING WORK OPERATION.
>I(:R.N6 FUR BOTH DIRECTIONS $4YALL. bE PEESTASLISHEO
4AS `a VcTLtANEOUSt.Y AS PRACTICA,I AT APPROXIMATELY
356,0 FC*T INTERtlALS ,N THE MOVING WORK OIERAI)f%N
OR AS ORECTED BY THE ENGINEER.
(D SIGN NOT REQUIRED IF FLAGGING OPERATION OCCURS WITHIN
A SIGNED ROAD CONSTRUCTION WORK ZONE AREA.
I
USE aF THE "BE PREPARED TO STOP" IS OP'EIONAL„ WHEN USED,THtS SIGN SHALL
LCCAC 2 7�EEd THE `Y 0-70 ANp N20-4 SIGNS„ A 500" ° TYPICAL
SPACING Slii 3 t E
Ptw ceD RETAEEN TH, SIGNR
Q'E LANE . *A-TAD
ROADNY
W20-4 W
i
_ 200' TO 300it'6YP'.C-LB ..---„-t.-...._ _.-._—,.50tP MAN,
I pp p
GENERAL NOTES
:TAI a TRAFFIC f NTP t D E.d ,D INS AL £ .1;TT 1-0T' " t PHIS
„dA8'1f TH tL. U. CRR O ,bE FERTILiNT RECIUIPEVENs t 5 NDaa,ry
SPEC% S E- AI. PRO.'S UNS. AND Fr P..AlAIAL i !
TRAFFIC CNiRCES,
THt; 'v.cr ,;A_kN, LC TON ANO `R C'NG OF L SUNS AN3 CE, GES
LAND TI'T C.004tCN CFALL FL AGGERy) SHALL BE .O,.IJSTFD 70 FIT r.:ElO
CONI7CI'C'!5 AS ERECTED 8Y T14 ENG'NEISR..
THE C- tC Ey .<<CE h AT.NG S,CN S k G i{U a y P C A L L f C7 1,QL I'I..D IN:t1vANCE:
BF TiN', IP'TEY H TFC B.NCKya CR CLEC',
'HHEI! AAL RLA'I;} H RALITI IINTERSECTS v9E FACIUTY "NI 6RC'H THE1NO4R. , 3 i '17 FO' AODIT' N L 'TRAFFIC CONTROLS SHAL. EE
PRPY L .a SPELCIED 1 HP, PLANS S 4ND/GR Th" S'ITCCUL I VCY S.JNs
OR AS DiRECTEU BY THE ENGINEERR,
FLAGGE.RS SHALL BE IN SOFT OF EACH OTHER OR IN DIRECT
COUMUNIGATION AT ALL TIMES. THEY SHALL ESE EBUfPPEO Wp'H
STOP/SLOW PADDLES FASTENED ON SUPPORT STAFFS, WHEN THE
FLAGGNG OPERATION IS NOT IN EFFECT„ THE. 'FLAGGER AHEAD'.
THE: "ROAD CONSTRUCTION AILIAO" AND THE: ONE LANE ROAD AHEAD"
SIGNS SHALL BE COVERED OR REMOVED AND THE HIGHWAY RESTOPED
TO NORMAL. OPERATION.
ALL SIGNS ARE 45- X 46" UNLESS OTHERWISE NOTED.
==->
. Cv451CUC1 ^'i. _
1 O,S ANCL
J.U.u. ID L. 14-1
1 isfA«
I" 6 X T" STUD
-THREADED
ENTIRE LENGTH
k_I s/A.
6 6 `OUT C6 OUT )`4" ! (fr X 141
(SWAGE FITTING A ST€1D GALVANIZED CABLE
'AT BOTH ENGS7 BWAGF CONNECTED
CABLE ASSEMBLY
CABLE, SWAGS FITT;NG, STUD AND N'UT SHALLDEVELOP
A MIMMUM BREAKING STRENGTH OF 40,000 18
(TIGHTEN UNTIL TAU'N
'(," STEEL PLATE
t2 GA. STEEL (OACO NG4.,4AL.
PASS' METAL THICKNESS
P:
POST- If
p
I ;
i
it
6 If<"R IT
PLAN VIEW
END SECTION (ROUNDED)
2 „1.�l4 4
EW a
A Cr DOLT /ti` A % I Yz"
WITH HEX HUT AND FLAP
NAS R IWASPER GO FRONT
FACT CF RAIL EL_M:.NT
r`" .i '/s'
CABLe ASb ,� Y (...• fa
HOLES 0 I
FOR s 6 8OLT5 CABLE �I 1T. F.rT TCi
%i r ,A CA .._. Y
' X 3' % 2 °/a" Ft RA ,_1ENF
FRONT VIEW END VIEW
ANCHOR PLATE DETAIL
T/," X S" X B• PLATE
TACK WELDED TO ?�E•PLATE
s/A_ STF
PLATE
T '/z" Y
HGLF
—MEASLRED LENGTH OF BEAM GUARD-----�
--- END SECTION 4ROUY.DF..0
.. 6•..3"____.____-^•6 OFFSET BLOCK
POST NO.1
REQURE}
1,_.4',
__-- _
APPROX.
•-- ^�`
-CABLE
CT U LINE__ ,Ais• 6 BOLTS -.. .
SEE ["Ta .a.,.__..' -
.... nrL. PLATE.
LINE ?PST'-^/
FRONT VIEW
TYPE 2 ANCHORAGE
L�
6..
I T,
;(z ,,✓L A f v 1FC
RECTANGULAR PLATE WASHER
IIII ,,fD CN i1P0 0,T CF T 1, ,....�,.,
ACOD POST R cO :,L . L 7 'uc s
i_AI,CHOR MATE !°!/
,.NA
c�oN
PLAN VIEW
Y_ASLRED tP' TH C� STAY GUA.RG-----
Pat) NO.M
ff
A ears
f�
2. s s M F_tL`
Av_'-$PV
v
j77-
D L"A.`SC:L
PLATE6CLT5
FRONT VIEW
TYPE 1 ANCHORAGE
SIU_ROAO
*TANGENT
I 2 t t.INF �
A s
!° iYR S
3_01 y.N NOTE:SEE TANGENT FSET TABLE.
t FOR POST OFFSET
RE:CF CI. AR PLATE. WASHER
},....REGU D ON "DST OT
z
.__ __ _ ------6
TYPE 7 .r
KD:N VAINUNE SHOULDER *THE TANGENT LINE IS -AN EXTs'.NSION
AND BIFND WITH SIDEROAD OF THE UGNMENT GF THE ADJACENT
CR GRW WAY, lAAINTA:N
NCP.IAL SLCPEI SEC71ONS OF BEAM GUARD
TYPICAL INSTALLATION AT MINOR SIDEROADS OR DRIVEWAYS
TYK"c. HD 7Y7c < C;HC SAGE i
(•.: 'L EE(Si < i t.AT;:; SI, W( r. ^qvc�-
ANAr £EAP 'G II. ATE. 6 ' FE
S NnLY r r AUL ASSC:UAHAPrNAFwI
•iC! L PARTS IIIALt PC
r NEC L YN12 Gd
,.i` P,-N SEC'
i
POST
-�Tu
PLAN VIEW
TERMINAL. SECTION DETAIL
(TYPE 1 ANCHOR ONLY)
eV C"GN a „L ILLUSTRATES
TN( P.t:'!' C4 tii RhG'"IGT L. A C.E P'T:( ... ,.
ZTIC'E CI C"PY UTl TO THIS D"tAt T 5 IASLE
i .....�,.._.__ r-. AC D D DST
^ STD a
t7 1� O J t
7; ?
ASSFYr3LY
fF
t C
k B
f f
DETAIL "A"
P-OST NO. D
f2
STANDARD
TINE IN No, Y
POST C"'LY.
Yg A P'GLE'
LCLES
n
. �
l
--S4S
WOOD
BREAKAWAY
POST
T C.
X
`--- IS 8' X 6-
X 0.188
STEEL TUBE
THE STEEL TUBE SHALL. CONFORM
TO REOU'REMENTS OF ASTM ASOI
7ANGEMT OFFSET TABLE
POST NO.
OFFSET (FEET)
1
4.G_O
p
4
1100�
0.44
0.00
AAiT-6- FVSTALLATION,6 SPACES AT 6`-3-
TANGENT OFFSET TABLE
NOTEa
THS SHEET SUPPLEMENTS; SDD 14 B 2-8c AND
SOD 14B 2 80 WHEN SPECIAL ANCHORAGES ARE
SPECIFIED. ALL THREE SHEETS ARE REQUIRED
WHEN THIS DRAWING ES CALLED FOR 1N CONTRACT
PLANS.
GUARDCLASS 'A'
STEEL PLATE BEAM
SPECIAL ANCHORAGES