HomeMy WebLinkAbout1958 S1297(2) .pdfINDEX OF SHEETS
SH' NO. I TITLE
SH6` NO. 2. TYPICAL. GROSS SECTIONS
SHR NO. 3 ESTIMATE OF QUANTITIES
SHIT NO. -'-- MISCELLANEOUS QUANTITIES
SHT NO. — RIGHT OF WAY PLAT
SPIT NO, 4-5 PLAN AND PROFILE STA, 0-59
SHIT N0.6-12 STANDARD DETAILS
SHM NO 13-19 DRAINAGE STRUGTURES
SHIT NO 20-29 CROSS SECTIONS
STATESTATE OF WISCONSIN
HIGHWAY
TO STA. 32+00 d
CONVENTIONAL SIGNS
PLAN AND PROFILE OF PROPOSED
RIVERWILLOW 1
IX COUNTY
PROJECT DS 12 7(2)
CULVERTS YN PLACE ... _,. -.
Sin C"•° .... -+^ '.. m oa-an
fU VEP?TS REQUIRED
r, `Y
C? INLET
c: :Y,
7'G l_R POLE_. .... ..
+;r4 a;nT U: N„" ,. 'a, ..... _._.......
OR TE I EC nA_P_tf CI-.._.A.�E
RPSb:NY RIGHT
X ..P.
R-1 RKEP:
REFERENCE STAKE(OR HUBS O LT a w+•
WIRE LENCr tI004Eh. _.__. __.__.
{Oa4-v SP,...
MARSH
HEOGE _... "..`".
C .`.RATF CC CITY wm�
R'REES .. -. _... .J
PROPERTY „,I,g T A-:
-
„,'
r
TROVE .i "Ay'vA vc ... :: ::.:':c
GRPUNO ELEVATION ...... u."..._. �'_.....
a
PINQ F .05..
PAST OR SURY&T LINE � ..
GRADE ELEVATION..
Ph 0 1 2
SCALE
a
TOTAL NET LENCdYf Cr CENTEIIL"'; a 0617
CRtulix
wtui[
<aAAss aw pGrtetwCwa t
eice 6. P Kest
TGirp{.
'
AM3
0.MJ
-`'{{'" (
C1Y15 GAY M BEA
L2T;
HICKWAV
SYTICM
4T TK FSYA+4 [
O F C£ 4
mxs -
4r`rn uv.
'.+ •a..
� Rg
HALF SECTION - PIPE CULVERTS ' HALF SECTION— BOX CULVERTS
TREATMENT WHEN A+ R IS FROM 0 TO 5 FT.
SLOPES NOT STEEPER THAN 25,1
GENERAL NOTES
DETAILS OF CONSTRUCTION NOT SHOWN HERE SHALL CONFORM TO THE FERTH TOP OF THE PROPOSED CULVERT PRIOR TO EXCAVATING THE TRENCH
RENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE APPLICABLE
IN THE CASE OF CONCRETE. BOX CULVERTS, THE. EXCAVATION BELOW
SPECIAL PROVISIONS.
THE BOTTOM AND NECESSARY TO PREPARE THE TRENCH WILL BE
DETAILS ARE NOT APPLICABLE FOR PRIVATE ENTRANCE CULVERTS,
MEASURED AND PA@ FOR AT THE CONTRACT UNIT PRICE BID PER
DETAILS APPLY TO BOTH PIPE AND CONCRETE BOX CULVERTS UNLESS OTHER
CUBIC YARD FOR"EXCAVATION FOR STRUCTURES, CULVERTS."
WISE SHOWN ON OTHER PARTS OF THE PLAN OR IN THE CONTRACT.
IN THE CASE. OF PIPE CULVERTS, ALL EXCAVATION FOR FORM -
EXCAVATION FOR AREAS MARKED'T" WILL. BE PAID FOR AT THE CON-
ING THE BED SHALL BE INCLUDED IN THE CONTRACT UNIT
TRACT UNIT PRICES FOR PERTINENT' ITEMS OF "ROADWAY AND DRAIN-
PRICE PER LINEAR FOOT OF THE SEVERAL TYPES AND SIZES
AGE EXCAVATION; WHEN SUCH EXCAVATION CONSISTS OF MATERIAL NOT
OF CULVERT PIPE.
PLACED UNDER THE CURRENT CONTRACT. BACKFILL IN THESE AREAS TO BE
IN EITHER CASE, BACK FILL WILL BE PAID FOR AT THE PERTI-
PAID FOR AT THE PERTINENT UNIT PRICE BID FOR`SAND GRAVEL FILL' OR
NENT CONTRACT PRICE FOR THE MATERIAL USED.
FOR MATERIAL USED.
A- DEPTH OF BALLAST COURSE,
THE ELEVATION OF THE EXISTING GROUND OR PREVIOUSLY PLACED AND
S -DISTANCE FROM TOP OF CULVERT TO BOTTOM OF BALLAST,
COMPACTED EMBANKMENT SHALL BE AT LEAST IN THE PLANE OF THE
D- VARIABLE, DEPTH OF BALLAST BELOW CULVERT. MINIMUM-I27.
m
SECTIONHALF
TREATMENT WHEN B - •'
F— DISTANCE FROM FINISHED SURFACE TO STREAM BED.
iF
EXCAVATION FOR APEA MARKED V SHALL BE MEASURED
PAID FOR IN ACCORDANCE WITH SECTION 21OT Oa OF
tr ( THE STANDARD SPECIFICATIONS, AND AT THE CONTRACT UNIT
PRICE BID PER CUBIC YARD OF ORIGINAL VOLUME FOR
�'"" A¢ ;'0'r"•- w-'5�, "EXCAVATION FOR STRUCTURES, BRIDGES.`
BACKFILL TO BE IN ACCORDANCE MYTH SECTI04 2[0T03
OF THE STANDARD SPECIFICATIONS.
i
(STATE HIGHWAY COMMISSION OF WISCONSIN I
FOR A[[PPROVALL-�T
PE51Gn CHGINCiR
<0n54R tOR L Wn EB_
ARPR"Ep pAT, I, FIGS
'.HEtceCp KC. S
K>F",AL
RLINT REFERRED
ON PICFILE —12
ITS' Et, SU-PACE
-SAIV
I6 AREA
16,
Of
Aa
Of
p,l,r FRFFRRBO 10 OR 4TSCMINStSTA'S 000 TO 6157 INCL
CTw'WP
SI-EPE
-P,!IT REFERRED TO C4 X-SECTtCNS
5"GIRAVEL OR CE.h ED STE' E QUANTITES PER. STA
P-11E =1961" -
lELFT7FP LP9
SELECTkO E"A4XAFNT SUBBASE MURSE
C 10' Ho'
KINT REFERRED
TO 01 PPOFILE
IF
V7 !LIRF
I ;I.47 NEFE,,RES ', Gl t�TIIS CT- 'AA'L
PCIfdT RFYC4AE0 TO "I R—,EClMN5
6'?.IAVI-'L CP CNIj- 'NEC 644f C-LISE
12'SELECTF-D EISAO-IT-17 ","DAPE UY�'E
C 048
S 3,
f 0,
IS
CXO'
0 0"
z 0'
'.c'
ISO,
Los,
TO
2 0'
FqR
'R -----
SOD
"CUNDINS
ROCK TO SO
EMBEDDED 14
Z,.CITAR
TYPICAL SECTION OF PAVED DITCH
SEM
2N SHOW I NIL GUTOFF_�OIAILL
STANDARD DETAILS
fLM LINE
OF CNM4
PROFILE SHryliNg SPACING OF CUTOFF VALLE
ESTE CUTOFF WALLS WILL NOT BE PEASURTO MR PMMT
6
U7 FFALL BE MUSHOCRIM AS INTO ENT-1- RORK --I.
INCLUDED IN INS P410E -I' AICk P , OR — "' O-l-E. 'PAII"G
tGROUTED U93LE1
� 1' 0,694
DETAILS FOR PAVED DITCHES
BID ITEM ( "IE - ZI SLCEE PAVING (GROVTED RVEMLEI
I 2(l EIC 'BAC-I'LL MO CL',IfPTT
T I I NE AND S :E FLAT ANP`40-�C"FS
1-41 1 CR�,(TERALNG OLD ROAD
6 131 S7PUSTUI`Ak- PLATE MIE I`RCN 5 CERO "L P'PE AFCN
1 3 HARDER ,F, a PARKER 1,CSIS FOR 11111TO- -RA
44 LTETI. P"!B BEAR 'UAqD S STECL aFAM M,FYl LUA"
NOTE
BIT SURF NOT PART OF THIS CONTRACT
TYPICAL Cfi0SS SECTION
F CO FF
0
'PP Cf
w< MYaihv
I
rmaar
Poor
S.Ct GIt five[
ELEV.AL�Q`[. ELFVATi,QN Ef_EVATION.
TM -BE? POT STEEL P051
ALIER NATE_ TYPE_RQ,^RT-5--RQR,
511EL P AT &EAM-MARLANQ
STEEL PLATE_ 9EAM_LMED1AN)_G_UARB
rvm••m rxemrrn �sT.rxr
@aa 9omt'.n! N ry. `ari
SY('EL
LOCATIQN DIAGRAM FORR=Ej„,pR .ATE
NAM GUARD AT BRIDGE E)01
m
�111 y
Ell. S1Ntl r '}5
� �tl FIM
A tr. 1 5'y
T ae P 1 6 B 6-'t . ! P "El ba
S P 9 S k 9 CIS p
�.
00 ..� raxaza. r-au rerf
f2 Y_NPC RtM -.Y..
5>c4 tir<c..Y1BI
MQE[IfTsljf�,-�E:_g_pY
E.LEYATgN
�TEEL?LAT��HEaM .CyLARQ�R,
.v STEEy_PyATE 6EAM_L1AEDI^1N)_9UARD
4'TF. wide S ^e P xex Cpm
n ♦ d i x rIpNAO.
STEEL PLAT
BE-. LVIRP
tr
EAy i
xf
'l r-D ^"m G
..,Y-
LOCATION DIAGRAM FOR STEEL PLATE
BEAM GUARD AT BRIDGE APPROACHES
Srf.YlaO Nyk} FPe
ROiI EIY+h"e Spli4nY
el EC I E11,11
xx-,1 A
51y11E HIX. Yoe
A14"
PrA O
Np10 All E un fuPjf[I
J toctw�n0 toRrmte
SECTION "A A"
,RAIL ELEMENT SECTION
(Mm * GAGE STEELS
flal I'll,
12 CopSa..
i G E
$ r reT�y
T.9
FPO tT t T af{'F 5 d0 VIEW
TYPO A
All
W aPE P }
r hx
s
sn' r51^
r
E d�Ye.velan
.xA4 9 f'➢11iQn Qt
STTEL.FLATE
BEAM.CII)ARR
To.-,11 maim
13NT-Y:E.
Typtl-
E
PL,AN VIEW
,PLAN VI W
plfr_Ava.Sros.T
_TEBA1tN9L..5EG.T14N
DETAILS PQR.
,STEEL PS,ATE BEAM
GUTARD
,f. GPv }XwvCw
&on 9Nn fTi MYk'
L
If4 t
Yp
i LtsD
11t
ma
Cetal t^en a¢¢f
x"all, TfPO
ebl pxel ip
11f,
W vu6oP
uupctl f
"114 ,ldp11
"lWx
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Y rh olynPPR
.,I f¢ d,,ya
J_
fdl¢vinp mw"Yi ry.
f' !Tn
tJP
4 A
lap
Srf
RAIL ELEMENT SPLICING,,.
—POST
rm
MQUN 1
IAI
r+p
NC�f E!Ovy p'i Yp[ PW.4 c! Tf�an api!}
,,b•�:re t�
S F
Ar 4f
1 +
E d._E�zrpncn.
ETEEL.P1°ATE.
BEAM (M EDII AN} GUARD
xa iz GPp0
_PLAN VIEW
SEBI STEEL PLATE BEAM
WEDITAANI GUARD
`W'n F.,
'C•.n FYa 11u1i2 F'nt
CIRVB-PTA
Mu Y ara:wfYY
far &am Cvrvnp
C 4Pr1 u.+preY foe
Fon SD¢e'"Ca.
LLJ.1 L+v25'
DENERAI-N,QM5-
tp0tnnIIM[mrtrvttimrn�eMY ct Ipbf' IAlf 7µna1P cPvfwm
f- "A,, dM
T S f ft 1 Pn 0 Gq 6 I( Fe 0 ) G Y u 1 a4
nr N a ro tt' L"al. lT.C1
w r dr pe dsst f v v X g f Y a s dr m
R IY M` 5 1 f1 TTe pl> IT "" f 1
�anE C I f tm PO Ef M1PNM
mR N r f p ID aI, 4 PX ptxYn N r p Yl p SeC
Ar IFF• DCp,All 1E,ydpµn
_1 15 tIM 0 Lpl."CEd t IVYn¢
c�> Itl p 1 1 I f Q t'q C cf fh
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v.Fhtl CI p d'. c}µM'tl¢d P'PYn
p aV M U t , [! npNl mPYY Cm4M1 tprarpp t
¢ rd IXa ql% Fn. r, bFCTc
TM alw.a-.I'Mcr D 24Crr .PPc,men cl tM1Y v!b®I FI_IB v}B: i'f. tpB
oIN YGllp C} r20 tl IRE 4.'
Ynf 4xrra,+'+h PF»m N �e¢ae(xtloT'farti} +Mru am .rwc }A t xfptie
PPCSµtl amµ pv,f,bf"
b o 1
?2'.0rn+1"ncmamd I,na
TnPYa or
j — pgli Ytl CW rp} ce^f}t ao�.l �In v �+P.ImP..r drill Yffba
¢N &M1cll 11 AT } Prt a eP^.¢MrPlad I>a0 cf r^e
w^.nrner. l Bdtf of'r hvf.
PA[NTIN�(wXo ncP rv+tlxw y>titrrewt
.w"v 1aT1 fI--11 f-�e. -f-S mrlm. n» If, fA, n'Bm i'v.t
x ,, x,mnr x,,., Ira e�n
Pay 1 1 m fTf ruff I.T^.
..a. .sx..eapw craaxr aa.s pn x+'^ui b
AltA'l
r em 1f�*«`x¢I(.rr.sx,"rvwx man+ev^}Nlo'.Y vc.":w
ys'T :1rN n'+M eY brats aa�m.
CIRCULAR STEEL PLATE ELEMENT
Sr y p f.M 1„ e f S.tp efer,oa!
of Y.IfY 1501 1 'aP 1 M "aD PefO flq,
$ft 2 X C Nxli p taR bhb x'knbvviA
PF l YJ Y I, !qll 9tl ( f
$hnf M 1y1 My ^imWr b¢ q ncf 2fYtM_
A! TE_RNATE.P_4SiS.
6w r f pP r n EY u1 f xf t PIP ffevq Gn E oMlw
vnXeYY Y e M Qt,W 1 I G 0 tX ppprt tM Ip» f cdr pnlatl
, e 'b-ter m n NfaaaCtrvn eX EwrvBr fP'ne
�'M'Re� b P rwxrof gMvr•af SImVr ctttNq ab}v MVM
E.rrp AASYG My ^m MHn CT•Y by[M
va la-n Ixnea m xlaxem5 nax as used nrw¢ve ry
>.o,.xr wae: vnc�rK wrt+rzem v <mo-:na fmu-rv,e
m
QIQ kT M
.P.5Z1 4
Nd252l 4Sfve(Plote Sex lMn9 PnI Gu>! ..-_.En Ft.
m
1' FCr
grtvo CNJ
i' •ta
[ .�.. ♦.
'.
®pngN Zp - WIM-1 COIPP -M
Of PMar Si0o WM1on GU[YB of tmdaaA
PT er PCof Pla[MmMorPostmPT 0
t
jjngkajaRK
RT
wc�clulu�OV I11II [I D+[
l,
loo t lL :I�500'4 1� I�[�I I
rI I
P
rtx PoaP
Ir
0
lb a
A
lir PoWY
Pt i(MeP 519P
^^^yyyr GEHERA4 NOTES
WMiY[aPCmWlevpizr+roPM+w^wMOCwwirq �flam9«n.wP[r He�f
� hot tm SMMnC Speeireealiwx SKPia+s 2S29,R24 [nG 4t2d uM
[M epptlw SPocigl Peavioea+x
Allpmh to R�StdAd[erd ROW,C 011 MRIph9af Pory
MwYHt m k[a11CP1 [[agf 4u Pom6Rg aM ROPHLPor Dili. 0.11 PotfW iMV N
t W y P n,"W IN MI &MYf M[itMf PbtApry WPoIt C`Mal,$WfM[n Y[IWm Pb93,
MuwnA Pi^a, Wldto Pirva ex Jacx Ru.
Map[KERPQ T9FORR�NT (SWAY
Rgnt aP Wa9 M. Patla W qP • to nm.'. of GPa6i5y ppeatYmw. PP}P{
mmeepp ♦h 4lgP{Q OP$P9iM11[E QI W bfALlgl1. &Pg QpYAtlQO&M808 C[VPfIPa MPaln}
taPPo4[Qurmg wocnwaarow ta4taqusn4 apwafgaP wt4♦repo IWO pr�ta
e¢uPtaKo
Pp}it tMIC N Wn M a[ ira wfev C'Sh Of tn[ KghwX R r;f f oC Ntly,
tAP onf(rtlp t6n 1-M RIgM OP Wa) 0^0 anau N n PI eN Ipa[ m[ aatrt MW
4t IM bx`Wh [MII LV tag+, 1a IM 11 "oP lw'EN"A otaCl
bePCm of o`r Rlgnf aP , PLxta Halt Lw aF4M m ," f ' h 1M Erl mot
Rttgela 4Mih br RIpR[ aP MYOY Mort[° Pe V W w9tl ^of Cw rpeMv0.
CFLFUM-A 0 Ts
R[f1W¢lar U,,M Noll Ivw lIll Ic MI P41[m TF B1iR 0exf[e. Unit at[MnGll ""ll
EmamlmmumM718"I^1[ngCh. Rot'nc, Umh P➢' a N N"~with PYarM oapPM
trp mow cllpt fw wm8 mourvtl^g. 4Atih x"11 bo v Ild in IIPM1hPP f l KPIx h
an0 ucurovp ifayo0 la path R[floe4ae Ualh L916 D[k�t Mll[6 ee Rawl SMUIm(
MIMor Poll[ a lfl
MARKER
RM
RIGFRTDE WAY
B14ITEMS
N a. 2523-5 Martor
Na 2523-6 Manner
car«
--YM Rlclvt
STRUCTURAL PLATE PIPE ARCH
Q Fw
ppp� Gr;a m'tFinareea
DETAIL OF METAL. CORRUGATIONS
CORRUG-TION DIwENSYON TOLERANCES
OTOt W"
OTErtw
AN,rtIN#'
CORRUGATED METAL PIPE ARCH
tRbprpel
__PH p : Gee .tree"Ova
e!n
4T Y%
i
RETAIL OF METAL CORRUGATIONS
GENERAL NOTES
s^>et [F'.Y>m ra lna pRn:.pnl ra:u'.rYa!v cr t`.b
sx4ro S:p+'r.cr,xb3 -.a zalz a«.a Are
enp I. R cypligF^'a :"eE "rf Prnrlt,o"l
TOLERANCES
a All, pee rm nav-
mRirv«Rand YM r. ee rlt. (k} rx
e+tYi txM Por awed a r.v."..e cr SK :14R
w MR+aI ¢^ c¢ .nvmn r<kmneex vb'I
n� e[YRq Pprt,rvp"I<. nl fA t...nplpn.OraM
!.Ytamraeinp.
EMBANKMENT- MIM Aa Por Ct. CO,,,"
""=p* rm Flll .bl, b,p
".... vnY w rCP PI P,?p Av[M1 (I,wuvp0
mn9 OWbaR"ST,O or r`-6`n.n,nen.
w iFIXER-tl'9 ilta garv^a^.Y t1v m�s:�,un GMrn 4Y
a-O>«pn.«rap. ion cr e.pp m[n tner.,SCn e,A
rvn.nvn cf 6"cupl�n IMYvpan qaa rv•E Bcranpr.
EMBANKMENT -Maximum Par Q CNIa#ct6
All
ri Ial ("I ..11.d t Y.
a*ml ba NA
b`.Nrl.q oe P,pp Art'bt.ar IV" ll, ae.q
r i n tt We<I Y:<otry eoripy w o.OE
pbn arlb oppi'[M.Ip $CF�of RR�40rt
GENERAL NOTES
pr 4 M nn r ,abut. m Pap &A,
"All ll-e W ,[yv amanrt e<M
slMlld $p¢31mrlOn#•$ea p 2i11. 31r6
o mp ewI-tll $;evmv Fbm.me.
TOLERANCES
TCI.Yrnnca t�vn IM Q�mpltVjlr4 JN61.nq YCY mf
" 1 1 ®11 M pafmii F4:Ia pCr�m+y aga�eElart! PEPIR^
vT ma E
tr ary evmn.e.
EMBANKMENT-MWP ,,ln fm @, Cubist#
Fm'FlCu4p Tppa Papnw nn. Aln 1—IlA
eMa'iroy Cr• come c+pr r:y cF Ppp 0.rCr (Irvallod
r ',bnl txall tlp "S71P v Y"minlmun.
wcFgck,giP YYpp �OpM• hrro nlnnnum QYarA IX
m.x-t^•al :re rn er nr. A,an Exmf by Yh#e,q
rn n M S"[vx':a bpnrepn a ar N pmanant.
EMBANKMENT-MAvimum for E Cuty®rte
@ t 11„ m t cYc.1
LgRrcra C En Px P A C1n
el
1> Crt"lu.v cry Ca-,
TABLE OF PROPERTIES
STRUCTURAL PLATE PIPE ARCH
N'l. 10- x- ryoe 511u11l P'xlp l', Ae11 • 1111, O� er [ rE�ip• p Qopp t-olY N m yr C'+PoleO PbetpE rn ANA ft"I vAary
6aat`C=4: urcc xCniie tY yy^tea 4b !4 ne4Y t ..G. .M1ben w Pnf "ol, tbtlYl Dp uvpd.
NDTE. All L. „.t;P'. rvp. R, .. r, I"I N, true. cY 11.
Rou•d P'..Y el
A;vcx Ewaf
Pv7nery
i.P .l.nc-...5
exrf fa
69[�T ]Cl
PST � 9ft
591 SA
1464 LP
��ylW�{l��y##t��tiyL4ol1mu#1 p
� IS _
SEAEE HIGHWAY COMMISSIONOFWtSMNS/N
Y�
.xP.«tb
a
WHEN REMOVED FROM NEW
CO,STpUCjjOq AND WITHIN
SIGHT OF NEW PROJECT
DEPENDENT ON w IOTH"W'PEMOVAL It
OF SHADED PORTION 04 ADAPTING OLD ROAD
SLOPES THEREOF, BY BOUNCING,
MERGING OR BLENDING SLOPES TO
CONTIGUOUS TERRAIN SHALL BE CON SFCEPIE�
WHEN TOP OF OACKSErPR OF NEW
CONSrRiNCTION ISSN CLOSE PROXIMITY
OF TOP Or 8ACKSLOPE OF OLD ROAD
13
-"—\ALTERNATE I W SECTIONS
WHEN BACIISLOPE OF NEW CON-
STROCTIDN EXIENDSINTO CON-
STRUCTION LIMITS OF OLD ROAD
0
SECT Or C30TIRAT10N SECT Or OSI.TTERATiCN
AND STRP0.
BALANCED SECnCu
,.-LIMIT OF NEW SECTION
CONSTRUCTION NOTES
DETAILS IF CONSTRUCTION NOT SHOWN SHALL CONFORM TO THE PCRTNENT REQUIREVENTS
OF THE. STANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS.
WHEN OLD ROAD tS IN EMBANKMENT
AND RemovED FROM NOW CCNSTIQCTICI
ALT WITHIN SIGHT Or NEW PROJECT
It
II ROAD
BALANCED SECTION-,
BORROW
W_ SECTION
WHEN B:11I 'F ANC OLD ROAD
ARE PIT EMBANKMENT AND CON-
STRUCTION IS CLOSELY ADJACENT
OF APPROACH W: 16� FOR P.E.
W 4 Mift FOR& R�
L (H-O) S+IM� +(HI-D) S+f]
OF HIGHWAY
250'MIN,
D CL OF
CULVERT PIPE
SECTION
IN FILL
E/Z SECTION IN CUT
SECTION
TYPICAL LAYOUT FOR SIDE ROADS IN CUT
TYPICAL CROSS
w
w
OF HIGHWAY
Em
ow
Va
0>
WIDTH OF ROADBED
VARIABLE
FLOW LINE
OF DITCH,.r^t°%0
m
00
w
0
wo
IS' MIN TO EDGE
VARIABLE
OF ROAD METAL
MII, SIGHT DISTANCE FOR PE. ATPOINTX-10d
RADII SHOWN
ARE DEPENDENT
0
W
ON CLASS
LAID OUT
OF HIGHWAY AND WILL BE
IN THE FIELD BY THE ENGINEER,
,CONTINUE
SLOPE
PROFILE
'P
: A
OF
QUANTITIES
CONTRACT NO I
't-, RO,'�D
ESTIMATE
AND BRIDGE CONS�FRUCTtt,' N
T H S TA I
Wy COMWSSION OF TIISCONSI.
EDITION 0 , F, 11�57
Dst297(2) zz;,
0 UND,- ��i-
FOR
APPROVED AUGUST
9, 1957, AND SPECIAL PROVISICNS
AS ATTACHED TO PROPOSALS
GR -WE L
CR
s7c,
I -let's
FrR
It
mix
S,jRFACE
Its= WX
JXCL
SURFACE
3 2
CU. cu ys,
YD. GA
27,185
1
23 t 3462
t
0 -59 32+00
3259 14 24 f4
24
27,185
23 3462
3259 14 24 14
24
C E P, S fSTRU CT U R ES
'G F T SPAN
I-T Wj:1'7;tl
STEEL
U,stlt- BEAR-
001,
STEEL 1`11MG
KoTED Ills
CRETE
STEEL
RAILINS
8powd PACs
"TEI
qy
SCAL
25,
10
1
SP I
LN
LDS s
338
170
2279
667 32,290 92,430
1 135 135
338
103 18
l70
227.9
66.7 32990 92,430
I 135 135
GPDJ
c 14 A
164 14
3465
3465 674
t3o
108
to
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35
164 14
3465
3465 674
130
108
10 r
110
35
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x a la+oa n as a ,
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_ j� STA. 18+5fi C7-RP- 6SP79762P
r .:AA' 7 }` 670..E+6Q Y.T. p 33 tt i �. i
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( 1-19'%28'Q.P. REQ'D. L 1093.5E
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to
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CD.T ;rA o+x r p s STA. 7.. 25 RT \�. _C7 cTNd
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r
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'•�~`,{,�„� VARVABLE FiADPP75 QE,i'AiL
PC STA. ¢z 5355¢ Ec. R, t= S L.-�..,_-,-�. •"' STA. E 5 E 6E0 R75 S
i
STA. 2+"55 T: k (CT. H. AM13 \"S. STA. 6i Q TO 3'w'(5 RT. l}. RD.
crw STA. 10+25 i0 t5+75 RT SD RD
ATM, AA TAI .._.NET. -.LENGTH QF CENTERLINE.- wcOvs B ssP92 ��..
F
h
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i
_ _
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I
. .. SOD INLET APRON .ftEQ°D.(IQ SQ.YDS1
p 250
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so DO
240
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sa
--
230
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r r
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um
FOOTING PLAN
y
TjHQWSNG V4 %, S'TRS.\NG T NV M6CRlliG
CF ®tMPgv4
3i
END VIEW
j
In`d:tK rl B
DETAIL A
i e
nTtg"
DETAIL B
a �pSlZ9i(2� 6 `29 .
BILL OF BARS aaa
I]tN.EN$tCM fn N REnCa6 utl1 u.s ARE nn10 o T
OOo
tN".
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DETAIL, D
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DETAIL
........ �•
d'YV .So F ES
n
9" G t'.b !
NUFE'. PIC.I ;o [G{)K"$44E4YXY_^. tJ'PvVVYI"> E't L.41uG.
P.%4nVh'CdoN vow`$T.RCS C:TU�S'
}14µ4L 110t 6R N\GNCR. 7NAN 'R M
SECTION
Al
EAST ABIJTMENT
nhpn >Y 6 f rasx
1 v41 fi r . f la v3., C.
6 9 55-52 5 7
X 18628
b
PLAN
END VIEW
SECTION P3
NITSP3 IT or 1�1 2
llMsy 11,11T
10R1C1
0 �l IT 1", 117
C. llpl.0 �",.
SECTION P1
F7/7
w
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SECTION P2
PIEP,'f ZZfo
BILL OF BARS PlEWZ ZO-90�
A 7 1 1",
L!u
kFa -2
PA
-- — ---- --------
z7",
--------
— - ---- ---
1uows
DETAIL
DETAIL "C4
m
GRID DETAIL
nevi — L----
PIERS
J
B 55 52 -- 5 -7
X 18627
A
FRONT ELEVATIONz✓
2 E4;`SFn
SECTION B3
FOOTING PLAN
It -OF ®EARtNG
OPTIONAL. KCYt D COP$
JOINT FORMED 0Y
SURFACED, BEVELED
112 J__ __1_62
{ u
i_.__._._`_
U
((//
f
c�)
END VIEW
.r•Fa.OF STRINGER
b
r
BILL. OF BARS 2,E I0 #
OVMENStONS tN BDNOINU DCTAI LS ARE ON7 TQ OUT.
PQUR YxR% Ff 4. SCY,EILCNGTH gPgCY!a3� mom® LOCATION
�fYFT
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G
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DETAIL B
O'
3
DETAIL C
WEST ABUTMENT
1_. B ® 5 5 - 5 2 4
_. X 18626
i
--7 F=77777-7 F�
I
I 111�1111
M,
LUBR, BRONZE PL LOP PART
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BEARING NOTES
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LEGEND
4. I', z
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1. q 111 Ole$ 11 N fM,u
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'La..Ul 11a11 n-.ltl
BEARINGS 8 EXPANSION JOINT
B -55 -52 3 7
X 18625
" P'f. Nwt4 'Rm,!i^Ve G. R'M V-o C/fNxPCRC}l5 49 &x..Re �— P�
1 tVR` 9`
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-p I � , c,�„„"a3 i' w ee.eN Svwvct+a nxa a rvmv¢v4a<e4se ewe�ses n< s°-a' c.Rs
1 _. o..ia rmce. n. ne. cGixsw 4Ha verxnent< wrmoslMaYe�v ynwn ez weeH sT*e'nocces
t e3N. MA _H-P.4'. 1.114 G 4'rt A•tv
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{ � FORMI�tG DIAGRAM
VV m.` � �H YITCKK CRY °) 4 -P¢ t4uTiWV <N O.5( Fv1NG CY. E lde Gk.'[fR
:. _. G er cec+e 4s u TNetwe ee m w c rt'la a Nccaeo.;, n..0 cnwn 2" ra
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HALF
PLAN
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FiCP£^
k 6°w
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gqr 12 b '.5 C+
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YFA ' TF_, ^JeM( ,G®t uD�f'.T.iAtlA.iltGC°ttnu wC3oFa:r6aEl%j kT A ..�•,x6 !'Y➢ t....1^l ilV1rER a
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JJPGJT CONNECTION -- PARTPLAN AT AUT. .S�e
L _
XctTkD � e _ ta�nN �"C•.p• SEGT.SS ELE11ATION -' .._�._. SECTION LI
A I �yqe �q� —LPU GCrE F 9. P 4. 04 f PO^.4 tN FtPIO. (, k,. E U DETAILS
B1i NI- PV V1.0YF 11' SHEAR LUG
PART ELEV OF RAfA J tNG "� °" n`"< LAMINATED SHIM
mms
"-
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SUPERSTRUCTURE
B 55 -52 2 7.
18624
I
1w
I I
1-4 1
sow
o
=ICTC mls.-RT -EAL WAS
17 41
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TO 11.111,
,,, ,C 5ILTLL W FROM
im .1 mVRm Cl"v 2o110 -M VW7TOM
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55.612970 11.2 4 ;�IZ97�z) 13 ZP
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ar
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7
GENERAL NOTES
r umm"
BE
'Lill NU�S WORC,,,C.-
51RIIT-R�-
�V p.ry
not
tc.swl WK Jim 60, ,1--
LIST OF DRAWINGS
�
lf,�VIAL PLAN
5 MIX,
AOU-Mtllr
GENERAL PLAN
-55 52 11-1
I
CURVE DATA PO,T
PI, STA. 3+ 2981 97A 6t5653
A146
R 0 T Z 2 33- 4'191
ST,AO MTANC�TH AA� Ell 91 GO' LT
T 192.91
L 374.2,6
I < BCD DITCH REQ'D
0.081'/FT STA, 2+00 TO 6+56 LTN550 5V)
s E I
PAVED DITCH REOD,
l STA. -, a 717 7
TA, 0 -59 CT H 'AA'-
0+00 SD RD.
aD,
N. PROJ, DS 1297 (2)
Hv
X,
X
4
TRAN I
N 3,f TRAM T,
PAVED DITCH REQ'D,
STA. 6+ EO TO 6+75 ITT
3'BOTTOM OT5 SY1
STA, 3+25 RT
CONST, FE,
NET
LENGTH OF CENTERLME STA. 5+00 TO STA 32+0
CUT I B2,478 ,4 17 cy13 eq 5 C Y
SCX
SD PO
FILL D67 aY
t ,2,qc9, ay_ -
sp-Ra-, 2,122 cfl
M 1 120 1 CY
SEL. E".B 588 f ci254 -
SO. Rif U79 C.Y,
C,Y Tcr -
STA'S, 8+24-324LO
WASTE 3,902fC+E
PI STA 13*23 46
AZ
237-01'
A 57* 01'
D 9- 00' RT,
T 34613
L 63"Z
E OOBIVFT.
QQ
LAKE
STEEL PLATE BEAM CUARD REQ'D
STA, 6+11 TO 6+52 LE (41 FT)
STA, 6+13 TO 6+54 RE 141 FT
STA, 8+26 TO 8+67 LT (4E
STA, 8+27 TO 8+68 RT (41 FT)
Q/
ti "�4
A0
r ,
p 7..NT
MARKER POSTS PECID,
STA, 91,00 TO 12+-CO IT) LT
STA 9+00 TO t2 +CO (7) RT
CURVE DATA
PI. STA - 2�J-4 2E
AZ..
158 0+30'
L 2154' 30'
D 31 CO' LT
r 369.7(
L 730.28
S E, 0,048'/F T
<
O-Z9
POYJER POLE
6+68
wpmE
14400
34176
POWER POLE
ETA 27+90 LT
CCNST, F.E,
FR"X26'CP REOV
POT
RT. I22998j STA 35+F530
RT t 232.12
Z,
LAKE
Ys.P.iRab, 7
f
OBLITERATE OLD ROAD
BL E`p
STA 8+20 TO 9f20 ITT
STAA4+50 TO 27+50 FIT
STA, 28+00 RT STA, 30f95 RT
CONST P.E. CCNST RE,
I-WX26'Cl REQ'a I-M'X26' CP PEQ'D
4(UU N� 1:1, -7.H A 7- ------
.,o CUT 13,2io cy. f I
FILL o'gil ay.
220
n--- --------
t 14A-,6+57LL 3490 CX SEL�048 FRCM SfAS 4100
RZ
A J-1
Z5
of 6
STA17+40.CO
[-.5SPAN CONT I -BEAM (50-62-50)
BRIDGE REO'D. f 2ZO.-20- CLEAR RMYT.
SEE DRAWLIGS DO'S, X18623 THOU XI8E29
A
clx 2
i E GRAZEICRAA'
�l 1 1
?10
STA
1-19'X18'X46'CjU.EA VI PLACE
1113
N 4
DA" REDO,
f DtTC
29'XlB'XMfC` C,IP,PA. EXTENSIO FIT, Rro D. i
zoo,
A;2
STA 23+34,
----- 1-24!x 59, RO'
DITCR DANICp REO'ED.D, STA.23JOD LT
"R
CT n
0
I� 0 0 '0 0
A,
2
................................ . .... . . . .. . 11
SUBSURFACE EXPLORATION FOR -FOUNDATION DESIGN
'ON THE DESIGN OF THE STRUCTURE FOUNDATION, TO ORTANI
RELATIVE DATA CONCERNING THE CHARACTER Of MATERIAL tM AND UPON
WHICH THE FOUNDATION NIGHT BE BUILT, BORINGS ANDICR SOUNOM01
E, WERE WAVE AT POINTS APPROXIMATELY AS INDICATED ON THIS DRAWING
WITH THE LOS 01 SUCH EXPLORATION DATA AS MTZRPR!TEO 10% SUCH
NEW Delta, PURPOSE AS SHOWN. THE EXPLORATIONS WERE MADE by OR -
STRUCTURE ADEQUATE FOR
ORNERY AND CONVENTIONAL METHODS AND CARE DEEMED
SUCH BLAMED. HOWEVER, SINCE IT 35 A MATTER OF COMMON XMOW
PROBE Fq LEDGE THAT THE EXACT CHARACTER OF AMY MATERIAL ADD ITS REACTION
BE' BORING S IS DIFFICULT TO, DETERMINE FROM SUCH SUBSURFACE EXPWRAnDW AND
Do NiNRNi PROBE 05 PROBE THAT THE KIND AND CHARACTER OF MATERIAL AT THE SITE WHERE THE
FOUARIATtONS ARE BUILT MAY VARY SUBSTANTIALLY FROM THAT INDHOPTED
CR
BY THE LOT THEY ARE MADE AVAILABLE TO THE WOOERS SIMPLY FC
I) OR IMPLIED
BE WHAT THEY ARE AANFPEN, WITHOUT ANY WARRANTY, EXPRESSED
THAT THE MATERIAL TO BE ENCOUNTERED IN BUILDING THE 100HOATION
EXI51ING WILL CONFORM TMZIREWITM. IF THE LOG IN USED BY THE CONTRACT-
5 STRUCTURE
OR IN WAKNcE MIS $10, IT IS HERESY EXPRE53LY STIPULATED THAI
WOODS THE COMMISSION ACCEPTS NO RESIMMVIPIATY FOR SAGO USE.
UAL11% OTHERWISE SPECIFIED THE BLOBS PER FOOT AT THE
LOCATIONS NiM&TtO ARE BASER ON INIVINO A 1` 00 9 I.A`ID BRUT
SPOON SAMPLER WITH A 140 LIL HAMMER HAVING A FREE FALL OF
30 INCHES THE BLOW COURT IS TAKEN IN UNDISTURBED SOIL
IMMEDIATELY BELOW A CASED OR OPEN HOLE ELIMINATING SIDE
FUNCTION ON THE DRIVE PIPE.
a
ETA 6.E0,C
ONP
0 R NO 42
SANDY LOAM
III LOOSE FINE 5,NNO WITH
SILT TRACE OF GRAVEL
Aol
SLJGRTLY COMPACT
NLY
—PIO
FINE TOTEMOM 5AND STA. 6-60 00 LEGrPID OF ZCaINA OPVRAT,10,16
TRACF OF 5ANV5Tt`HIv
FRAGMCrLTS
CORING tic,
5 ZE I" LCRIZI LON
"A I MX`��FRIAL
1A11LE1 IINI
o-TA 8�3Z��
35 �A ED i F,L
Lt
IT E FJ 'A I ncRir,g K,
PRO, --1' 9 E LC 11 C�I It 1 1�
K FOLD ORIVRC ON . .... WA ZL
1<1t NOR OF NORIni END
r) DEAL
RE, -�PCULDER 5LC',R5 FLIT PF
ELF --'I I
NEMIJU TO CLARY- �AIIJ AID L,RAEV iUSIN& A 1�0'
Hlo"Ecl WIT I -I
jYI1 71tl 1�1 A RCEw.,0 VILI.11 14 Y
SvRFAL L.51A 911101
Kk A
'TRrF, so
yor, -------
51L7 m CI,
7 RA-0 V. 0, FEA L
r�`I�'PZV I)5ING A 25P'
77
� I', � A 1 �ALL -0
I 8C,
7
K L-3
L EL C $RIO
51'CRI"t"
tx AEFUPAL 3JR 4STATE HIGHWAY
t- --- --- rEr�LAI- ------
55
IL, 73 go SUBSURFACE EXPLORATION
B --52
X 1867 E,27
9