HomeMy WebLinkAbout1958.pdfINDEX OF SHEETS
SHEET NO t TITLE
SHEET NO 2 TYPTAL CROSS SECTIONS
SHEET No 2 ESTIMATE OF QUANTITIES
SHEET NO — MISCELLANEOUS QUANTITIES
SHEET NO, --- RIGHT OF WAY PLAT
SHEET NO 3 PLAN AND PROFILE STA. 2 +' 50 TO STA, 29 50
SHEET NO,4-6 STANDARD DETAILS
SHEET NO 7- 11 DRAINAGE STRUCTURES
SHEET NO 12-17 CROSS SECTIONS
WAY QR P E
,Qmmmmmmmmmm * ammommommoo.
PLAN AND PROFILE OF PROPOSED
WILLOW RIVER 97?IDGE AND APPROACHES
C.
it 1�
T. H. A
SCALES PROFILE HOR, tYN VEFI,
CROSS srclIIONS HOP I IN
1-3
--RCHMOND
APPR,IX 6 17 FT SOUTH Sr. fJniOIT
EASr OF NW COP, SEC31.T39%18W.
STA. 54 385 PPOJ, 50553 fZ)
30
050.53 A�
- S7A, 3,' 5 PEG CF FROJ, Sc 5ut"m
4
CONVENTIONAL SIGNS
COLV�177, N I�LAOE
•,SP INLET
7FLEF :eNE TR
P'TNr U "-I, A
A
'l,'FEql4c'E STARE FcR WOT' I,
"tLy
"AqsK
-10GE
TREES
GROUND ELEY4710I4
GRAOF ELEVATION
X F V rw G"O FT
w-Nom
SCALE
TOTAL NET LENGTH C.'E CFNTERL,N5 �0,50C, V�
55 6
-53,C
w4'5-
117
1IF-1
7,
CONTRACT NO, I
ESTIMATE OF QUANTITIES
THIS PROJECT IS TO BE EXECUTED UNDER THE STANDARD SPECIFICATNONS FOR ROAD AND BRIDGE CONSTRUCTION OF THE STATE HIGHWAY COMMISSION OF WISCONSIN — EDITION OF 1957
OS0553(7)
APPROVED AUGUST 9, h957 AND SPECIAL PROVISICNS AS ATTACHED TO PROPOSALS,
xc
GR-'%F.L Ccuc 0 UN.- , EA TOP TOPSOIL
FIN. ORLIT- --j�;
Fmk"' FAR MATEF IA' IRAL SEEP EET' HER TINDER STEEL. RIP I STEEL
SHING RATII T�m�A,Scus I ERONZE PLATE PER,
TO I I A ERASE BiPuy"Rus FOR AR90� LEAD TIMBER FILING FILING PAIUN, CAP TIL- SEEDING
ING ING ING PIG Rf
ROAD- OLD COURSE CUGE ROAD 'O)X SURFACE 'C" lae 97EEL TEST GEN PLATES SEAM S�-
STAT90N OF
D LEER GRUBS, UNCL CORR to SHRFACE R c FILING ED UER
ET CULVERT PIPE G11"ErIXT I
ES an �' s . 1,,1 r
STATION ER
CENTER MAP ROAD SURFACE COORS GUARD VARIED
T'
TO U F T
cp j A4R
AS T "�j TINDERS PI
! E" �C' VEG
--------- - - -------
II DIAS 4 1 So 7- r
Em 'N 121OW 2IO16� 5 2)09-� 2114,IA 211G,I (�3_f 22-CI-I 2313-1 2313 - a 23 3- 3 2401 2406�1 2407-9 2501� 25064 SECT, S'P 3-
LU�
!210� 4 �ZO�IZ�Ioi�-� 517.5*-2 52uti
UNR� LIN FT C V A, S_' �STA a y C, y LM F'OL14 F TN FTfLA.FTOTO CWT so yo
C.Y.0 y AS, L' L B� L.S.LS, LIN, I I STP, STA. 4 Oil '11.1 - TiLK FP _S Y, C Y GA LEA I -,T I C.Y.C�t IN. F
I - - ' - - 11 A
60 424 1 1880' 52 [ -t t 50 267L34 A 6 0 13 -1 it9l E j3000 230;8 27750 74500 f36 1 600 1600 303 103 164 1935
. ..... . 350
Li------
T_' — ---- ---- --- ---
I
TopmL a
- ---- I-
SEEDING AREA
4'TOPSM'- a
1EEDON' AREA tfZ' 87 VAT (NOT A PARTCF rHPSWNTRACT)j
IS,
WFWL
\-L/4"r FT, -PCIIT REFERRED TO ON X 5ECTT0N V`SA�E COi_N�E AEaC --- PAr REFERRED TO AN PROFtLE
12' GRANULAR SU6DA2 COURSE PEO'C
HALF SECTION IN FILL HALF SECTION IN CUT APPLICABLE STANCARD DETAILS
�_ILI EXCAVATION 3 BACKFTLL FOR ABUTUP,—M, CUERT9
3 , PRIVATE ENTRArrE a SIDE ROAD APPPCPAE�
TYPICAL FIN SHED SECTION 7-2, 4A STEEL PLATE SPAM GUARD
0
P1 3+7f 82
AZ 178' 32 Ph. 6+52 62
AZ, 169' 42' 30"
L P0' 17' 30'
D 2LT
T 25841
BM OF PROJ.DS0553(7) L. 514.58
PC, 3-t942¢
PT 9 -1- 08 79
0
r L7
C UL7-
3' NCH MArKS
w, S-A rESCR[PTION ELEV
t 0 1 .2 r'OhER POLE 3t' RT, 200,00
7 C, '-BC, X— N -, CCRNER PYF`OF AJO"'4rNT 2D3 22
3 21 'T 7 7E L P�LE LP 23Y, 76
CONST F E RT
MEADOW
4Z 41E
W(II MS
16+92 72
AZ
187' 39' 30'
A
7' 39' 30'
D
2* RT
T
19P 76
L
38Z 92
PC
15+00,96
PT
t5+83,88
9 E
02P
Is
54 AH
FOUATION Je�;
t 50553M
of ;4- —+ -8 i2f
STf, 15 . 7 5 2,3 , I' P E. LT
CGi9T FE LT. R4N aK AND AH
f,18' X 26' CP PEQD
END OF PROJ.DS0553(7)
aW
x.
S6 + " '. " E, R T
CRIIIlN 8K 1"0) -,If
NET ST4 2+50
LENGTH OF CENTERLINE
TO
STA, 29+50 2671.-'4 LIN
FT,
--------
C 652 C,Y
F 502 C"Y,
04 48
C I a,� C;Y, Q772, C Y,
CHWO�EL CHANCE IEG7 cy. r
SHG 30%
J-7u C Y,
SHY', 30
i
j
BORR ow [ego G.X.
2.f G
225
2,25
2 �u
120
3
?IS
215
+
V
4 ff�'V,
C
210
205
V, c.
-L Y��ER FL I
*0
2
STA, 245G
J
x WFA
M PLAT
SPA.1-f-70
0
TO REMAIN
pq�CGC Na� 9- 55-5f -F�Q'D 3 SFAH
44' t BEAM
CQUATICN
SEE CRAMNX 18528 0 X 18532 NCL
�,
2 6' RDY
3 LE _A7 E 2 U-� 1 G U ' R D tZ,0
ENGTHS CT STEE�L P
- NAL
T 1',!,
SECTIC'Ns PSQU�MATEACV Elqlcl.�- CGRNER
2 D
30 31 2
33
34
0
------ ------ - i
0
rvt
rT
27
28
7
8
9
0
G 13 14 15
t
18
SO
2-
.4 Z�
16
0
2 3 4
5
6
---------
+
I lA.l4b.YC
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mm
32
3
NP AT.S
AT T RINNEIAkiMtS,C
.MST SPACING 5 SOF
OIQ RF 6AS AS wTWN Y 6` Y
GRID DETAIL
u0R- vb
F' - PY
BILL OF BARS
fvx'a-BM
l ld"N- q6
OIMf MS{pW$ IN RCMP NG ARF CGf YO P4T
,�„„�
'
'CUR SYN f Mry $12E tCMGTM}PAC6MO 4Of ATt4N
tt YY4
6
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tl P@-a_PI Nc BOT r PN•. TRA M-5
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fi 1 9(, n Z4 6 1-4 Nb R12 "-
DETAIL
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I
BENCH MARK
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MV3H NASCR M,ZOE.00 ARRIL III
SIN.4RAPF
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160
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ELEVATION
-Et_IOanth
SKYSTALL TO PNH IASt OR AEOSV`XNT3
c t _
YA iZ+70r�
O 9z K.«
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PLAN ccolc:Rrz
,:F. b'dRuc.^VA'_'. R't fl:!XJS '.i &CEN SO.m . !US- l
- " pL Axe f J{ 9 VIITH _"ENSN � ATt GENERAL NOTES
TOTAL ESTIMATED QUANTITIES
atD sre.s 'UNIT p 6U 1'E0.'c� SOu[N I RI ER i f R{CRk
CONCRETE MA50KRY GRAOE`A,
FEAR 3YF@L RGIMF4fffEMCPoF
3L RVGTURfty CAR60N STC@l
TRf0.®Cq StN6eN hU'rdb-
tiltC6. RA1leNh
FpM-b1O ILEM9
Fl CLEft _�— �l
Go. I4, 54¢A
CIX4W146S SN&fM ACT IF CAL49
ALL COYCR@T@ A$04RY 3NALL bf BRACE �SIS
MA.MERPO}EO ISO"CP COXCAEYE I `Ilf%IOTNERWl96
S PECI fffo'
PAR STEEL REIMPORCEMEMT SNASL FSC IMnEO JFO 2' Cc-6AR
UYLFSS OSMRRWI3@ SNOWII CR MOTEO
THE USE OF STRUCTURAL GRACF BAH STE@L REINFCRCtMEKT IS
vRou AO n.
RL'F: l94 AdIP4CXT3 SRALF SLAxfmotDUE CSRI[IXONIt, E
tDM6 AR9 CRtYEM i6 A PA:tt;YUM 6EARIXti VALUE CS 1: PONE o[E. PtIE.
SXS TCT4®9 }Lppg WE "E FML to i R:%f 9L TMk ACv1 Al Mn }NALL ER.
911"1"D A3 SMCY'N IR'SECTIOM AC CN INFAV EIG AI35S',A4J T:5 T'i!
"TENT4LFMW IN`LAYOVT' A50V
4LtC ..(f �T"i^4S SUA..4, [ Y? 'F H'[piR Y[T9 CR
Ab VYu`TOTAA.
----`jjI--
MI4N 2 SItB STk3u^u TM 6PLT9 M LISS 1SH6Nt�iSC :.i(c, ✓.1'U
331 zzA
LIST OF DRAWINGS
3T [S Zi0 8
Iwo _ ..:775_0.a
1. LAYOUT ANb Roe RS.v __._._ .......____. Rrbr, P.n
_.._ 1...
17,%u
2. }VM0.Xr RVCTURE, ...._.........„..�.�.... R�:R52_<i
O.. $@PvRIN®4ANp CYOAN%IQN }OIHt A ",".0
AdUTM,.Ts r
8Ub3GR'AceEAP0.QRwTIp
tab
[
m tiiA E Y GC 4 C � C� SC7 4.
P GPa
u�_ LAYOUT AND PIERS
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PLAN
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DEFLECTION DIAGRAM
C r�G'SnnvY. 1.:
f+P•vY4 .. ..L.
t'.N 4v'ur 'Y.„,
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FORM'NG DIAGRAM
V
w,¢[Mh� ry
4 C.vr;v}A "hrct
x nvYnO,... F 4l0 GJ40rt
C 4 ,e W.. H Cf �9AHYu•.
!n x 5•
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SECTION SI
fa. ♦ ..^_
1_
—71
i--S4 SECTION S4
SPLICE DETAIL
.v- O .. Fr4"' e't. "• a�« w�p.n%'J tt+^V'". (T�Ce_'+Y vCVP q t'e _
,,, t v� d A•!tk
Lu. _ 5= Gw 110 ,
Cf h
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4 � "}.0
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a
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S3
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POST CONNECTION
iX I
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SCAn-
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AT SPLICE
RO T HCL
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_PART ELEV. OF RAILPNG
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16'eM
PART PLAN! AT^ABUT:
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LAMINATED SHIM
I
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rsry r t nn 13 r wI^>I
Ga (� t r GTa 4ci Hj
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SUPERSTRUCTURE
rrq
B ^-55v51
8529
4 y�PS 7) ,3 /7
p v""IIrot"`
i'[ YL4C4
W t
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--ems--- nan c � na euv .txr n.. ( en q uaxc tRv
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Ole VSCR. Q:N.iT�fl}R'/.6i..6
ri-�^- o'Gn.
fiat i �",p
I LUBR. BRONZE PL,TOP PART
BEARING Act.
.
624 \R .^.Y.0 •�
FLG.
PLATE
L.UBR, BRONZE PL, TOP PARTk
BEARING B o4t=-R�'sos
4�k
fvx* l
4I'"Mtr r,a to oa +: .
ti
pQ.
';:
MASONRY PLATE
v ry14�^1 v_P9 FNR tg4AV Cuq:'q
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4lN�,RCY[.`+^tYN t�`$RP Mtr S WrtJ^ FEN
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s u. atr tun Mt eex Toe*eP1-11'v �4
Ml
MASONRY PLATE
'q
SECTION El
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C:wyFC.ur( 1. 'vihWM. C.RC N 4U `aupe.:.. S.
BEARING NOTES
K I 1
,n ppiG vurtS:f t G^<y. ntv ,n.n e. n.
YJpTAv(} ep(f CG Gh5 C _
Jt-
7
h JUINT DETAIL
LEGEND
n, ar e.wr nvs".1®", aY e. e+e '':.. ev¢ev.c^,r nrrarxwa.
5 .fit'': S V414ga 4 Ilc s 1LG III lY4.t—CR OP
f'.. �'n nc. ryninry.
n.� ftareL�a"G"a>. .aco'roc _
} �"v pp,q Yvry C ftGTw6 _ k,e4v w a _ t
1x. a',4: 6 4 vGc 13G C»5 <Ceews.
4 LNI tt.. w41C 4ll211R 11. W Gltlb e 1e 2- V r V Y Yed nCGY i
d'1. PV MCY4 "lltµ lIl STni [?'T �2n YInY'. ll"FM
Y vANG. CIM£ ^rtp( GT'ttCGY' RaKM1tk.[L RY � W4we';
El —�-{
El ..-�
HALF PLAN EXPANSION JOINT
BEARINGS B EXPANSION JOINT
4 e
'
B -- 55 - 51
%16530
--IV lnP FIPRAP
FOOTING PLAN
`rt101.111K1 pl,,t
UNEINZOM
E , ND VIEW
_
AL, a -t
DETAIL A
DETA IL_.,_R
4 �IZ065t�) /0 17
BILL OF BARS ,0
01TItLI All 4'1,11 1. 1.,
DETAIL. D
DETAIL C
11, IMED
L0,,n
�Ll IJ EL P,
UPV 2 lllly 'IV' Z1
cHALL N'IS hE µIUMRR 7HAYV CII6
SECTIuN Al
GRID DETAIL
'L FIER 4ISFAAL,DA 5,n lwa
AIW
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IG
m
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Ct
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4
k 1 13 1
U 111 1 A
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C-1-7-11, FI�111'1 AFfI �, U, Y, IY
: t ' L 'Y 'A E AY"'A'I AT
'IF e0
I 117 N6I,
a
SUBSURFACE EXPLORATION FOR FOUNDATION DESIGN
FOR THE 1ESID4 III THE SIOOF'ulE lo'JuUITU11 TO 09TA:N
RELATIVE DATA CCIIEANINO, THE', CIAIA.CTEF 01 A-IDSALUI AND U11"I
H111C. THE FOUNDATICY MIGHT Or BIWIT, BOR1455 ANDICR
AvRE l4rSF AT PCINTi APPROXIMAFFLY ht SATED FYI THI7 OF`WH`!
WITH THE LEO OF SUCH EXPLORANON CATA AS Iry ERIADIED 10- SUCH
EMIG% FIVRAISE AS SNOWrv. THE Elf`LQITATI^Hp WERE MADE aT UP
ONARY A40 CCNVENnorAL METHS k49 CAPE OAEWE0 AOZQUATE FOR
OVER PURMSE. ".11ER, iIHCF 17 dS A, HAIIC4 C' CORNISH AND- -
i EME '"AT THE
EVXD7 DMARACTER Or Ary MATF91Ar. ATI 97S REACME,
IS CWTICLILT TO Or TrOmlYE FROF, SUCH SUROUFFACE F AELCRAFEN AW1
THAT THE KIND AND CHARA"ER 0 MATIERML Ar THE YTF WHERE TFF
FOUFOATIONS ARE BUILT MAY VARY lUPST*TT1AILy FRO. THAT INDICATED
BY THE ISO THAT AR. F MADE AIIAILA'LE IF THE P,I)DERS SIMPLY F,R
WHAE THIEY AFE No REN, WITHOUT ANT OFFMAITY, rKPAE-S CH INMIFT)
THAT 74F MATERIAL TO OF IN BlilLjIlIA TMF r,,111DATMF
*iLL CONFORM TFEREW?IR, IF THE tCtr VS USED DV THE CONTRACT—
OR I4 MAKING HIS 0M, IT 15 HERSEY EXPRESSLY MPUL&TEb THAT
THE COMMISSION IFICCCIIIS Do RETPONSIBILITY fOq SAID USE,
UNLESS OTHFIWYSE SPECIFIED THE Bt.GOS EAR FOOT At THE
LOCATIONS IH'.',IGATEG ARE BAYED AN CIIIIINT A 2"GD T I A IT SHUT
Spool, S,F.FtFo b1TN A 1., '0, HAMMER A f"f FALL OF
'10 PICHES, THE BLCI COUNT 1p, YAJfli IN IPILtFIIIIIEED SOIL
I..-MITFLY BELOW A OASES OF OPEN II01,F TLIH;4A`F4G SIDE:
FRICTION 01 THE 0"I't PIPET.
LEGEND OF BORING OPERATWN,
Al
Af OF
FILIW5, 'Fq I�T
",'I rk"L
� l, 40.
HAFAIlrt .1 I 1 11
AIAIHE
SIT
STITP 01!�NRYCO111T'1101`_ I'll I
SUBSURFACE EXPLORATION
OIS7, -HIS_
B 55-- 51 5
.. ... . .....
X18532
A
YARDAGE
Q
% EXCAVATION
<j
+50 _.
x ;- -
a
143t
' 902:'
C} 498
20
p
0 C) 00 00 00 00 0 0
ro + K) t to + ro 00 0 0
t,- N co N tr) N + to + c
04 + C�l +
n m Cj
0 N
Lu
0,
Ty
ro
Fj it
SHEET
tivs DS055T(T)FA
YARDAGE
EXCAVATION
z
L)
20
1256
2093
25
2
2 8
TOTALI