HomeMy WebLinkAbout1968.pdfINDEX OF SHEETS
SHEET NO, 1 TITLE
SHEET NO. 2 TYPICAL CROSS SECTIONS
SHEET NO, 3 ESTIMATE OF QUANTITIES
SHEET NO. 3 MISCELLANEOUS QUANTITIES
SHEET NO. — RIGHT OF WAY PLAT
SHEET NO, 4-5 PLAN AND PROFILE STA. 13+50 TO STA, 19+95
SHEET NO. 6-6.4 STANDARD DETAILS
SHEET NO 7-12 DRAINAGE STRUCTURES
SHEET NQ 13-16 CROSS SECTIONS
i
• l w •! s s : t
illimmairelgerommEmmm
t PLAN AND PROFILE OF PROPOSED
RIVER(3`
IX COUNTY
PROJECT l Ay}
STA. 13 + 50
APPROX. 246 FT. SOUTH AND 500 FT,
WEST OF THE CENTER OFSEC.35,
T-29-N, R-I6-W.
STATE UNE..____ „........ ....�..®�
CULVERTS IN PLACE
COUNTY ltttE.... _..._........ _._....®�..�.®�.
CULVERTS REQUIRED....
----t
TOWNSHIP OR RANGE LINE.... _....�..,_.�_,,.._.
DROP INLET ........ .,,
-
SECTION LINE...,_,,.........._.._ ..�
POWER POLE.....,..
NEW RIGHT OF WAY LINE
..�
TELEPHONE OR TELEGRAPH POLE f
PRESENT RIGHT OF WAY LINE �..
RIGHT OF WAY MARKERS .,
,A - O'
WIRE FENCE {WOVEN ,..,
v_A
REFERENCE STAKE FOR HUBS ONLY
`BARRED „ ,..
MARSH
efl!-Am.-
LOT LINE. .____ .... ...... ..
HEDGE
-
CORPORATE OR CITY LIMITS .... _._..._..e"�;;;;:.`.
TREES .....
I.aY
PROPERTY LINE...... PL. .lzl..
..... ....4
TRAVELED WAY OR P E -_......
GROUND ELEVATION__
ewe r.
RAILROADS .......
....
.CUC,
._.. 1���
BASE OR SURVEY LINE
GRADE
,b
._..
ELEVATION....
Q+ Lvv[ G=
a
PUN 1 IN.
SCALES } PROFILE HIR. I Iw.-ilex fT. vZWr. I RL FP.
f CROSS SECMr. "OR, Y 1N, ^°IO PT. 1"IA 1tN.�tG RT.
a-16-w p_i5..0
I _"mod y
�'
» \ �
T
f?
�'.� I �1 }fin FTE lD� u
I
rDi n .{.._ A "
SCALE °*�.
MILES
YWRIams.. Y
TOTAL NET LENGTH OF CENTERLINE -0.103 M1.
STA. IS+95
APFROX 487 FT. SOUTH AND 28 FT.
WEST OF THE CENTER OF SEC, 35,
T- 29- N, R-I6- W.
Awb
WHHT
tryi}y
Y,aH.A.
YH'ar.a°
wr<.«HR
YwHH,Y
55.6
290.0
12.9
w4is,
ACT (1967)
600
ACT (1987)
900
CHO
ISO
0
60 f
T
10%
V
25 M.P.H..
J'91D -6-70
s7s7H Cr =Ixo+slY
ttMRYm[4P , RI..APW4Pop10W
PM1pA A NNMeM
YdCSpH. YIflCPMR
CO NCCF;
on
nez.w.ewaso r+..x .�reavnryrytte,:.
NOTE LOCATION OF PE 3 AND CE'S TO BE DETERMINED IN THE FIELD
AND TO HAVE CURB OPENING OF t4'AND 35' RESPECTIVELY
TYPICAL. DRIVEWAY
SYMMETRICAL ABOUT
SECTION A - A
MODIFIED TYPE A OR D CURB 5 GUTTER
THROUGH ENTRANCES
SEEDING LIMITS
NOR
43'
TYPICAL SECTION FOR CHANNEL CHANGE
PAVEMENT
STANDARD DETAIL DRAWINGS
3- f, 13 Concrete Curb, Gutter, CombinahoR Curb & Gutter, arface Drain
5-3.3.2 Catch Basins
5-3.4.8 Catch Basin and Inlet Covers
6-2.6.8Apron EndGaHs for Culvert Pipe and Pipe Arch
7-4.1.5 Construction Barricade
TYPICAL FINISHED SECTION
NOTE, SINGLEAGG BITUMINOUS PAVEMENT IS NOT APART OF THIS CONTRACT,
S"Xo-E AGGREGATE BITUMINOUS SURFACE
GRAVEL OF CRUSHED STONE BASE COURSE
(SHOULDER MATERIA0
PtTT
,AM GRAVEL OR CRUSHED STONE BASE COURSE
[--I'l GRANULAR SUBBASE
E=7 3 4' TOPSAIL a SEEDING
EM ORIGINAL GROUND
_4
7915-6-70
GENERAL- NOTE
WHEN IND QUANTITY OF THE ITEMS
OF SUBBASE, BASE OR SURFACE COURSE
IS MEASURED FOR PAYMENT By THE
T04 OR CUBIC YARD, THE DEPTH OR
THICKNESS OFTHE COURSE SHOWN ON
THE PLANS ISAPPROXIMATE AND THE
ACTUAL THICKNESS WILL DEFEND ON
THE DISTRIBUTION OF THE MATERIAL
DIRECTED BY THE ENGINEER
SAIVAGED TOPSOIL OR TOPSOIL TO BE
ONTYEODL SUCTION'$
TO AN APPROXIMATE OEFTK OF 4 INCHES
AT TIME OF PLACING,
THIS PROJECT IS TO BE EXECUTED UNDER THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTIONOF THE STATE HIGHYAY COMMISSION OF W) SCONSIN - EDITION OF 1963,
APPROVED OCTOBER 16, 1963, FEDERALAID REQUIRED CONTRACT PROVISIONS APPROVED OCTOBER29, 1963, AND SPECIAL PROVISIONS AS ATTACHED TO PROPOSALS
..��- r REMOVING _ RE.,1UVI"G REP,°OV IRENCWING,
nF
s.anov LCNe'rn OLD � 0:0 I PAVE" c"!T I CU26
SEC TO n`- CULVERT 1 BRIDGE A°;D
37ATKN. ccNrcR STA. STA. GUl1ER
LINE 34 +75 I
N0. 14 +IS
"132}_-. _2J_f11 { JJ75
._...._ �...______j �._...._.,.i- ._...
1 —LrN. r4'. �_.. ._ _____�._ l.v- _..�. L S -._.. SQ YD-
13 +50.00 to i8 *45.03
---- _... — ..... ---I
— __. --- ._
MCC
REMOVING REMOVING REMOVING UNCL, FINISHING i-GRAVCI. CURE �CO '.C. CATCH
CONC. MANHOLES INLETS EXCAVATION ROADVNAY 1 OR AND SBDEIIALK aksiNS'
Sea SIDEWALK _ CRUSHED GU iER 5 - INCH T`PE - 3
STO�1'E t 30 INCH
BASECPSTYPE-0
------ ...._-
3m 20414 . 20416 250E v ._ 21301 _.. 30401 _— 6013E d037S . ------
SO YD, EACH EACH _ C.Y. -.� -- L S. C Y. LI L FT ,� SQ FT EACH ._
_ ..._..___---. f -- - -
13I — 1._� 6728 �..,.,.,,_ I—.�''D _._ .� _951
• • ilk 1:1*11N
REI';tQVING CURB & GOITER CATCH BASINS & COVERS
Sta. 13 +50 to Sta, 14 +22 Lt. 72 Lin, Ft, No, I Ste. 14 +45 21 5° Lt„ Type 3 A RL Grate
Sta, 13 +50 to Sta, 13 +89 Rt. 39 Lin, Ft, 2 Sta. I4 +60 2L 5' RL Type 3 A Lt. Grate
3 Sta, 15 +65 21 5' Lt.Type 3 A Lt„ Grate
4 Sta" 15 +65 21.5' RL Type 3 A RL Grate
REMOVING CONC. SIDEWALK
Sta,
13 +50 to Sia.
13 +85 Lt,
24 So,
Y6„
CURB & GUTTER TYPED
Sta.
13 +85 to Sta.
14 +40 Lt.
33 Sq.
Yd,
Sta.
13 +50 to Sta,
13 +89 Rt.
26Sq,
Yd.
cbL 13 +50 to IN, Abut.
Lt,
118 Lin, Ft,
Sta,
15 +;Soto Sta,
15 *84 LL
28 CIL
Yd,
Sta„ 13 +50 to VI, Abut.
Rt,
129 Lin, FL
E. Abut.ta Sta. 18 +50
Lt„
335 Lin" Ft,
E, AbuUto Sta, 18 +95
RA,
369 Lin, FT,
RVoOVING OLD CULVERT
Sta, I4 +00 to Sta. 14 +27 RI, 1-2' x 2` x 30 Conc. Box I L.S.. 5' SIDEWALK (5" THICKI
Sta, 13 +50 to VO Abut. Lt. 59OSq, Ft,
Sta, 13 +50 to Vd, Abut, Rt, 645 Sq. FL
Sta, IS +15 to Sfa. IS *85 LL350 Sq" FL
_ RCPCLASS Ill SS 24"
REINF, CONC. PIPE, - REIN. CONC. SEEDING I ...-S'0I7D{hG A6iGSTttiG Gtif;N..�.
CLASS iti APRON _ � TOPSOIL PAQjUS E VOCH 5ta. 13-92 t�l0` Rt.l to CB Na. 2 66 Lin. Ft.
SEC STORM14 SEWER ENDI°dALC.S COVERS CI\T(25 CB No 2 to E_ Abut„ 22 Lin. FL
_ �p7 �R} vt. Abut. to Sta. IS -`67 (k35' Lt.) 56 Ltn, Ft.
15 INCH 24 INCH PIPE L24L24 (�CH _._ ___ --- APE.-- REMOVING SNtETS
LIN, FT. LK FT.. EACH �_ SQ.YD. —SQ. M SQ_YD. EACH l _hCt{ Sta. 15+69 20' Lt, IEach RCPCflASS III SS 15"
102 146 _._.� - 2030
----t' - 388k __. �...._ 2_
CB No. I to E. Abut. 22 Lin, Ft.
W. Abut, to CB Na. 4 40 kin. R.
REMOVING PAV'T, CB No. 3 to CB No. 4 40 kin. Ft.
Sta, 13 +50 to Sib, 14 +14 142 So, Yd.
P.EtN. CONC. APRON ENDt°BALLS FOR OR 24"
ADJUSTING MANHOLE COVERS Sta, 13+93 40' RL I Each
EXCAVATION STEEL TEST f I TUBULAR FiI.iD a 15 +
CONCRETE BAR STEEL STEEL STEEL OFFICE STA 1S +Z i3" RT I EACH
FOR GRANULAR PEEING RAILING STA. C4+27 5" RT 1 EACFt
tc. MASONRY REINF. PILING PILING
STRUCTURES BACKFILL .STRUCTURE TYPE
BRIDGES BRIDGES BRIDGES B 5S � .,DELIVERED DRIVEN
1--_-----�I
20601 ', 20901 50201 505p1 51101 51110 51815 5133E 1Y.__.g
CU.YP. CU,YD. CU.YD. LB, L.S. LIN. FT, LIN. FT. CNN. FT L. S.
310 220 308.6 43,940 1 �a 1050 —1050 ¢52
..
STA 176*52' T� 3—
STA. I9+74,55 AZ • 178"52° ! �_
Q IS02 e ro;n S 1 18
MARKER POSTS REO'0 en ? ls024O(101 „
TA.8*00 TO 9-00 RT. 4 LT, 6 EACH s
SFA.30*SO TO 33+60 RP. 19 4TT, 14 EACH ® OJ [ to FERTILIZER 2Eft AND MULCH '
4 2
z ® W I LOCATION MULCH FERTILIZER u0t �Sry PeaQri AND PROFILE
Z 0 0 z STA. 20+84 ' Z 30t5O-3415OLT, 1489 S.Y. L4 C.WT a HENRY MATNISOH I C.T H..B. ST. CROIX CO.
m W z TELFORD M,NORVCLO 0 Z' f•
0- LAVERNE R. BERTEASON PARCEL NQ 4 N CONST. PE LT [T1 30t5O'33+SORT. 1289 S.Y. 1.2 C.W.T. �, WPARCEL N0. 8 e Z
I PARCEL Na.2 h w 35+50-37>50 LT. 556 S.Y. 03 C.WT, w z0.51 ACRES Zj pl,
/ 1 O97 ACRES C Q Q.10 ACRES M 35x50.37.50RT: 887 S.Y. 0.6 C. W.T. +>a
BEGIN PROJ. SO 29000) (1F I` zin AZ 181-30'
/ ( m O „Q w pp� a �000N T RESLT.AZ • 181"30'
STA.. 6+00 r f 1--x Ul � wj m •_
w Y
t r vrnw
z
s -F.E. +
iQ t 75`00' waxy +I 6 ! f
r^/ _ _ }° } 15 _.. __. R._._,. _.._ -o—� -, _ N.4°d9 Vy' iTRUE} - - - _ _. __ _.__ -.-_ _ E.
a ¢ XL _ --- -- -tt i i3 R
—NsD°53( _-____- -__ -_ _------ -_----
sa' 1— .®:--a---;— —. "-.� • 7-
ru. i. rw-r an
1
i I
i
o
BLACK
ui
POST OFFICE STORE 90-LING ALLEY
GARAGE
HOUSE'. '
i
IS
PAR xI'!G
i
m
I
AREA
i
4
3
j
11
I' LAWN i
f
i i
7 r
SIDEWALK L p
• -•.
C01C STENALK IS PLACE
.a.
w :6 ,:,
t..,.
GAS P4 ePs
AIR' PpMP
I '
to
tl FIVER STREET
�
12
NC RAFT. f3
._____.____..._._._�_x__,_._,__.._,._.,.
v
M
�_
SIDEWALK
..,_
CROI% ELECTRIC
O`W.N , W ls,
STORE
d
$
NET LENGTH OF CE
........_ 4
CSN.W BY
1136
' PARCEL NO P
Ilr
._. _....._
.._...._ R/W EASEMENT
1,24 ACRE TP
1134i
Q !�
I _t_132 �
_.. 14
'L
... �
SKEW
113b
R R,STAIT2fTTd3 / 1 LNE.
p( CFt CH.
Im
r`
v ! G
BEGIN PROJECT SO2
90 91
4TA 13+50
I a
0 7
4r F! l f
�- BRUSHY
EEWALX G,'R LP SO,
OB
F^G TR TRR S EAALK
i
14
e
MH
_..
ES'LRrv'G 'Ef
ABLE
`•..
__
` NC
CCEN —KIN PLACE
t " gGG
I
♦n..VE t �.. •-
PARKING
TAVERN
fi
h 0
Y
LAUNDRY OFFICE LUM PER LU-48ER
•. `tv 3
vAREA
RESTAVRA.lT
{ CO
YARD
Q .
4
ti h
!
i
G
c sro^.E IlA aaRY RRA uT^rRrrrsTaeE
REt°OVED BY OTHERS AND AFE NOT
�� Ns
A PART OF THIS CONTRACT
0�9 t tCP �TYPE EL F{T �C£PTN
�INLE
p
fH BoxPIIL
�4
1 ROM pISC`f�
t l5+45 2t 5'LT IA Rr 11d32 "O i13Y 0 2591
SSO 2B 8JT 15,x ZZ,".
G3fi4 Gc 2l TAT 34 IT lt13245 i[3t45�U239t
343 tt986 1120E F'tBWi 2
43 S t5t65 215-� IA LT lIt 31 701 it OTO1 IDS SKI392
^fie HZ90 cgwi 15 9 40p0'{
%I6}Qi}=zsii LPN FT
_._....,
-,.-. /'gt 15n6512t5'a;^:Z ,A RT11i 4v B211_I0^_V15_1
e _
M12P ft},86 C9 .O11I^00 x^a TI IS° A
1120
3 2 ...
9 INCH CURB HEIGHT
STA, 14 2.44 TO 14+66.79 LT.
STA. 14±59 TO 14 +76.57 RT
STA 15+15.42 TO 15+28,Ok LE,
STA 15+2722 TO 15+42,49RT
V
t
a y
\j �a e
kl �
.x S0290C91
Lr
a`
s/ }'
r/
z
4r
y
' �
F I
W'ELDInG
{
SHOP
t
16
y
ro
\z e
GRAVEL PARKING
6URr J T
F1.
/L
` r
A'+
'EAU CLL .a 5, aST�'�" TAR1A9LH CURB HEIGHT
EAU clan wls. � STA. 14t2O TO t4t44 LT..
BENCH MARKS STA. 14±35 TO 143:59 RT.
STA, 15+26.01 TO 15 3 50 LT.
I� STA CESCR6PTION _ _ ELEV. STA 15+4Z.49TO15?,64RT,
I_ 11 1-70 KEEi, s9XK , Orry BOTTOM SP,T 0 1135.61
L R 3 \
16+95 TOP OF HYDRANT, 25` LT, 1135.48 i 1.
a i I
E e
d
IN
.. I-,,o..._.
......_. .. a6
r
O. 5 +, n e Ia!
'_'-- .- F FN.SHED GRADE, _..
w ,
IL
14+75
� '"i
.rv_ -+
m
-aRIeIKaL cncu`tp
qTA
^
3- SPAN, 28' RDWY.,
50` LENGTH
4
T(h1BER $TRUGT: 9N PLACE
REMOVE
(
DESIGN HIGH WAXER
F I
STA, 14+9ZO0
,
I E.L.Iraas
BRIDGE B-55-64
I
E-44 6°SPAN,44'RDWY.
CONE. DECK SLAB
, :
A Y
'
I V12
_
SEE CRA44IiGS X36648-X36653
INCL-
.:.
�(
°1
;:
IY2
atcp 25
GIBCHL En2T0
"
{
v
..
-
v
f,
NORMAL WATER i'.
A4
A L STR. pEfl
1
1 IS,
_ ...�.._-s
E i ti25a
_
._._ - _
CUTTER 0
APPRCX
ATM . LOCATION
8'WATER
Eft MAIN
t132.50
r
ISE 4'
FLOW EL
FLOW EL. P SAN SEWER
,
.... ....
7'
t2` LT
�21.T
215 -.L.....-i l4
.�....r_32..34..,..�._�..
----,�P
FLOW
EL
21,90
OOT�.�MH
EL ZI15
IS, RT
3305
32. P.O EL, Zt.5
TOP FOOT 32.3p
( 32_34
EL. CIA
CUTTER R.:
IF2.76
1132,51
1132.20L_.
m
AT
m AS
vn
(V
N r
i
m
NO,
r<s
VE _ m
rn
14—
5
_-...PI i9+24.6.
7915 6 70
"
END PROJECT $0290(9) a ,
weLurr� ' � r
r
CA
....... ._. _ nat f{p A^Ea va.WE •RAT EF-.., v. - _ - _. , � r
}"WAiCR MAIN
\
16 -1RIVE.R STREET _ Pg---- f9
[14 i warEa
CABLE
a
TE
\\\
uxtF
'JACVE _
r r /V\ BLACK -R A
i Q� ` CVO ln9A
� LAWN.k A 4v
STA_18+70 RT_T019+50RT
, RESIOVE EXISTING PAVEMENX
AS INDICATED
GRAVFL P..RKINCt
HOUSE NQUSF
LAWN �
1 w. , ( ' o �� , `v BENCH MARKS
tI
_
��� FIRE sTcnoH �— ,...J �, �\ ♦ �, v TA. DESCRIPTION ELEV
C r
KE MARK ON BOTTOM STER R _
`\ +70 a f c_L ASEP,1135.61NET LENGTH GF CENTERLINE STA 16+00, TO 18+95 = 295 LIN FT._ ._..... _... . ___ \ ._ +95 TOP OF HYDRANT, 25' LT, 1135.48
UNCL, EXC. 4,766 CY. ow .
CH. CH.. 1,963 C.Y 6,728 CY •ss
y ..._ _ ,::.� 1136
1I36 : FILL,317..GY, 604 CY:' '-�.;}
OH.OF#. 2BT O.Y. ,
n WASTE 5,882 C.Y. ... 1134 ... .¢ __._. f 1134
L. ���iii
a'w FINISHED GRADE > +0.4
1132 _-�
832
OMGTNAL GPCUND -
1130 1130
I
1128 • - ( i„1128
I
Vi26
I
1124
r :: G124
(.UTTER Li ❑E2,C0 115^ ay tt32_fib 4i32.93 ftSh 03
L.
..._2_92 ___..___. D2 �72 :... 32.92 32.12...
t
' 42" RT _... SZ..^.Z 32„72 3292
_IY.32.32 1t32.52. It32.T2. 4t32.#D
1Ol N
_
17 �19 _ .....
- Y ✓2�0 0.f 4 e 9a � ✓.�j-..
Tie Bal llo %l _ ;2 mtn. a_0 xttcli pe h�umexx
Ca:rsrts G >�x cen a -oa're suG P..err pilv<"� :.xnt sn (er u"',
gbuJrC19 l.rat =Zr „inH rP'u�rq BPpvement [T"B", C'rs„irej
TYPE "A" TYPE "D"
(Irral WlnO Tim Bank tEsckudmg_Tla 9arsi
eaa
T,e BPa re e t �::-ed m.rve�se
' �;""` .nen Q- Gutr r u ca"strucrea hrsr.
10
it Ml.,W, T,e BPrt ,, Bcv -,PC intl;igrcm mop o+u asM cf s"c..n ror ru-4`rA :mot
k 'N
TYPE 'A' TYPE 'D'
(Ineludina Tls Barr) (EsCPudina T'm Barr)
CONCRETE GUTTER
= ACC
t x t 5Pr recto a s.t eo m revert
rr.ot..Cmc Guue s ca.g. aeI rnt
t':arp r
..H.. �.� _ /
- t '
�✓''r Ti -/ ri d
Y /� Atl cCeh Ppre^e f l9'T'"
:2Z- JT✓,
H "i Mq SU M ( c" let fo M Alt, , Tt@Pso BorT,� xc'.'aI
4treiF tlrht�w6C xeq�an On tNe 11Pf'4 C•aY ee-111 cY INY., 11,, cll'ei1W"C�
v JPmra
TYPE 'A" TYPE `D"
(Includtn� Tir Bars) (fxClWln�Tio Barr}
CONCRETE CURB AND GUTTER
(Barris: Typo)
CYtT'w np C 4x.. _
1 � x"t^ 4"NrR1t"Y vnCM^t SS
�t t
t ^c., •.pq ._ emen (im 9c^x JmfitM 1
TYPE 'G" TYPE 'J"
G�tuH nq. Tie Barg {Eselua?rg T', Borst
#
unr
�x ecx crap r., sr.
sa 20 rrf T,BPrx
Cr C t@rnli C el, ! Type e15,W
mar ba u4 , svPce1 at 3-0 C.0
TYPE `G" TYPE »J"
Oncludm4 71e Borz) C Eectudinp Ttr Bargl
CONCRETE CURB AND GUTTER
(Mountatle Tyaef
407'e rx> c
Cerq car -t tenq cui' tse
1-p q z.. 0• de•V
� t
f
SECTION A" —"A" SECTION 'B'='B"
GENERAL NOTES
a
Jo,NTE
a t C.u:'< E y.'1ve
y e «.cwe5
smoldsilillmoLaMMUS
S iA7'E 19lGHW.4Y CQMMISSICN CF WFSCCIVSIN
AlI`INM
"' f'..FL1..._.
Ei. Sl-4SaGbCieei
C4T G'�
4..'t. rv," IMY E "gECR
T
PLATE NO, 3-1A7
HALF PLAN_VIEW
1,T
E
HALF SECTION A -A
HALF PLAN VIEW
HALF' SECTION A -A
SECTION_B-S
SEGTION!' B-B
5 R(CK CONCRETE
COINCRETE BLCICK
�-
,As S,cC
E'Ut.,R P._RS
R
" HALF PLAN ,.HCWIIG REWFCRCEMENT
I w CAP FOR CIRCULAR
{
\ /
t'/',: �^. `�..: l \ CATCH SASINs
ff/X� ,'C
_ECrION. A._. -A f '-
_
HALF PEA.i VtEVI
HALF SECTION A -A
1
A
W I C
P `_
A
_
i
— 1
A 0'
w _.
I
—�A'
IV9FD STEEi, Ill
H0. F P 0.N V[FW FR_M BOTTOM CF
Cf FER
DaB Ri
MpEU STEEL IR, CLEAR PROM
. orTSM OF COVER
:-US 4 BARS 6`C C
"
A-.
t- <R, r _____.
'�j
T
i
.....rvoa Byes p
T r L ,._
f
l
b8 iP I �B
�y
N
GE
�
"
1 I'i4BARS R 4
� TOR Y'YEVf
,
Bym
I
A
�
k
64
b t
SFCTION_B_B SECTION B-B
TYPE i
R.I%F ,p',C. CULV'T PIPE REINFORCED GONCRETE
'
FT T.. h ?1-..._40. 4 ODFS 4'C.C.
nn.A PARS
4C 4 9-Rs ]'CC..
HALF PLAN SM Wt4
//✓REI4 Fp0.CEMFx T 11
\CCATLH PLO,
'TOI B
` C ti
.
c E JLN'9T
-Nna PARS s'cc—
SECTION A -A
'L<BA'5 s"rr„ SEGFION A -A
-, __LF
�E FTP
ON A -A .- NoARAPS
_...
2-0--«,
__.
T 0`
_____
PEP- CAST CD^ICRETE 4'CC.
p...
PRECAST COP:CRETP- ..
D
CIA -_
«. .
..-C4P .. CIACV
CAP
CA Sce.I_
L �.♦
s2
L E r
La4d
�r
p
P E ,..,T r.N-:
t
R c..A,
P r
,., (
r P
z
a.
A p
b b A N l A
AA_
A
A
A
p `
_
P A,B
y_ 4•
FAA
b _ �- f b
F
a
3'B""fXx tt i R CSY
SECTION B-B
BRICK CO'J.CRETE
SEGTIOPi-B.-B. aclTLO Y3_lL
CONCRETE BLOCK RE.:e G"O'X C'UL41T PIPE
TYPE 2
REINFCRCED GOINGRETE
SECTION,A A
-mU. a P.A45 12`C C. Oro 15DEPTH
":0.9 BAflCIYCC. 15`T-'J gR'UF,oTH
SECTION B-B
TYPE 4
SECTION_A-A
SECTION BS'B SECTION B-B
REIttF. CQ`!CC)LYT PIPE REINFORCED CDNGRETE
TYPE 3
IMBED STEEL 0/P CLEAR FROM,
PUPTUM OF COVER
p �o NQ 4 BASS ( / W
FLOW I NE CF 61177ER
Na 4 BARS IL'CC
I � 4
a
SECTION B-B
+:
TYPE 5
CONSTRUCTION NOTES
DETAILS RELATIVE 76 THESE ITEMS SHALL CONFORM TO THE
1
v5RT1 E T RECU.RE, E I 0 T STANDARD SPECIFICATIONS AND THE
APP 1 BLE PE L PR VIs NS.
;
l R t N O"AEPTIONS 4RD SESIGN WILL BE PERM SSABLL PRONROM
E0411IALENT CAPACITY A C STRENSTm ARE ATTAINED ,r
4
ARRAFGEVENTPRO OUVBIRCP1' FITS AJD CSCHARGER L
_
CC'.{ 4'A TOTHE :EECS OF THE PERTINENT LOCATION. '.
STRUCTURES ARE CALLED FOR ON THE PLANS A':'UTGN BA
"CATCH RAUNG, 2'G E C. THE NUHERAL CFS.. PATES 4NE 9PTW
RY PORTION OF THE STRUCTURE AND THE LETTER DESI
i
FIXTURE TO BE USED THEREON,
RE NPORCED CONCRETE TOPPER SECTION„ AS SNOWN FlJlF3yPE t
REI'IF COED CIJLAT PIPE CATCH BASIN, MAT BE USED 0.9 Ab /M.TiRreATE
CORE OR TYPE' 1 BR!CK, CONCRETE SR CONCRETE BLOCK CAjgt BASINS{[
WHEN ANY §'fRUC70RE IR CONSTRUCTED OF GONCRET£, y�yRETC P .
BLOCK CR AGNF :CfIC. CULYT PIPE, THE TOP OF THE VA 0 HALE. BI!
LEFT SURFICIEVTLT LOW TO PDIPIT PROPER ADJUSTMENT OF COVERIED
GRADE BTTHE G5E OF'uORTAR AND PRICK.
RAP STEEL REINFORCEMENT SHALL BE IMOCDOCe J�Qk'
CL.D RC 4.
CATCH Bp{BIRD TO
OAGED PION LOHOW IN DAT
8E T6.AGED WNEPf SnpWX pli IXT ipP OF FLOORY '
TOPE
9
`
r�7
K
A,
F,
CATCH BASINS
x
STATE HIGHWAY COMVISSION OF WISCONSIN '
'.
..Y
61 fir'}.;/ I •M'
A,
4
,H4TAFiE M6HWAY F9 WEER
PLATE,
..
- r._.
I
iV
24 1/2"
3b"D
__20 df2 D.
- — ---------
2"
as
TYPE 747 - t ApEmx Weight 390 Los,
Frame Weight - 250ei
Grate - 90 =
Box - 504
TYPE 'B7
Frame Weight - 275 0
Grate - 139*
TYPE "C' - f_Approx ±,u1]S �7O Lag
Frame Weight Type 'C" a Type"O" - 255 #
Slotted Grate Weight - it 5 Or
Solid Cover Weight - 150
(Note: Frame for Type 'C" some as for Type "D")
_J e
0-1 =�_
36eD
TYPE V
(Note Frame for Type"13" some as for Type "C" )
nl
Alternate Type Gone
OF (Longitudinal Stars) 'w�. TER FLOW Approx. Weight - POO6
SPECIAL NOTE
Diagonal Slots shell be oriented
to the dmIction of flow as shown
hereon Hence RIGHT and LEFT
Grates shall be furnished depen
Ina our direction of flow. (See
Sketch Belo.)
Longitudinal slot type grates may
be used ONLY where bicycles
are prc�nb,tecr__
CURB
Du,eVicn
cf Flow
RIGHT GRATE
CURB
is
necuon
1; of Flow
LEFT GRATE
TYPE__G'- (2Arr x. We Gt 425-465 LbA)
Frame Weight - 235-
Grate - 1300
Box- See Table
1 Fec" 2' R
3/8"is-
TYPE 'H� i Approx. Weight 530 Los
Frame We,phf - 220-
Grate - 2004
Box - lo'
n,
q
Z1
34 I
1
SECTION A -A
INLET COVER TYPE Ji
GRATE WEIGHT 270—
I
21
20
6 - R
22"
�1—DIRECTION OF
!2" OR 18 -,,�VATER FLOW
30`_
__J
23' il�778`
R,ag
Alternate Type Grate
TYPE Ti" - (Aroc. Werqrrt_450 Los,) (Longhud,nal 5104
Curb
Hee Lgh
ho f W"'m
4"
4 1/ 60*
11
6 4 70 #
T4
I/P
8 goo
1/4
10 100r
7-L/2 1 X 2 1/2" REINF. FINS,
2
Al'BEC71ON OF "z
-,,_WATER FLOW .
Alternate Type Some
(Longrudincl Sonif
Approx. Weight-2000
GENERAL NOTES
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,
BEARING SURFACES
All Catch Basin and inlet frames and gradeswrlich are placed in
vehicular traffic areas shall be "Non -Rocking" type, so as to prevent any
or all cover noise under traffic,
NOMENCLATURE
All Catch Basin and inlet units are designated on the Plans as "Catch
Basins I -A", 2-B, etc- or "inlets I -A", 3-1C etc. This designation is
irderproteJ to mean that the number, or first digit designates the masonry
portion of the structure, and the following letter or second digit designates
the type of cover or iron casting (shorim hereon) to be used therewith to
comprise the complete unit "Catch Basin" or "Inlet" in place,
ADJUSTMENTS
Curb box height to be adjustable 4"-9" unless otherwise noted
Curb box height to be adjusted after curb form is in place.
ALTERNATE DESIGNS
Detailed drawings for proposed alternate designs for "Catch Basin"
or "Inlet" covers may be submitted to the Engineer for approval providing
that such alternate designs make provision for equivalent capacity and
strength,
VTTVVIMTM,91��
State Highway Commission of Wisconsin
7
TYPr or" -f ftrtn,rt" W—M 425 t he I
....
__.D
_._.
......_.
_
-... }-. ._-..
a
...:
r ] l
T
t j
Sant of
PLAN.
Grooved end an outlet end sec€Ian
'Tongue end an infel end section
f
7
-i 1 _._�..r'-81aRe
1r t
BO OF SiPPI Yp F' C A
¢e rfarermerY
T a G
LONGITUDINAL SECTION
r"
Dip,"ETHR ... �
t1r / to
l
" W END VIEW
$Ya
/ End section s
Measure length at Culvert-'�
(to nassert feet)
SLOPE DETAIL
t.
t
z p .d c ns pat '! d Se :tion
q
,
e c
Pe I, Is, red Edge
v
i e `ort:c,A c r ^e ee-t
S ,a
-' Ge., ie,. ',n A - A
r
_ P
rhr '1 /4 0 f eY
t.p it, I ,Ie s de
I'gs I a,i'd In . `J'
. PLAN
o1ruider Slpbe
Fro.
l.ne
Threr ed,/2 b art o* urdcul -
lot , t r to r
for WFar or 2yl D thnu SIDE ELEVATION
24" D only.
Tor F zIe - -r -
I tr-'a 9a q" an I 6 lines tC, So f C tr"ele
,rotor s ,t - w I z -..... P C.. r.^x
5"oil be
xFe
called C' I.,, llnns END VIEW ....,..urea L cf ca.rert
,.d (er;!h •ea C_ S,Ca Re used 1; m,, -
c� =r
Corrector SecPmn
etor,
.' -. r., in no r "r cu
e d"d �. .. T Yx d -per (P re ed a ,urr d C?eCI cn
ad
For i'c" Thlu 24'c iv . or 33 nna 3s,'cr v F.^, 42Fh 84.
CONNECTION_ DETAILS
DIA
.. r,,ry
^x
T
A
D
C D
E
G...,
to -,
A
8
W
-
rtaVe
or
Ic
'. 530
3 13 t
2
4
24
oB,g 11 Tie
24
2
f2
(&
0
21' 14
211 'r 1
15
7413
31n1
2xv
to
2'7"'
46" 73
-'s3
30
2�!,»'
i5"
16
7"R
6..
.. -0"
r
990
Slot
2
to
2
-e
=p
2r/z�'.
ib"
16
et
lr}'
6"
31" ..
_
21
1280
3 tc i.
2a/t
9
36
37lo 73SG
4, o
2 b.
� 2
-.
,6
5
-
12
5
flb 2'..
4
52`}
3 to i ,_..3
^ r>
1.3 fL
32 73i,
aet
3
so"
Ir
S ...
13
f
a ( .. e,'
'
930
3 to 1
354
l}
491p
2: >3 Ya
a
3 Ya"
-
30
2190
3 is 1
3 to
12
50
19so 73G
60
3/a..,
_0
...a4
16
9
e1 n2
36
4:00
3 no I
.. 41
11
6 S
314 c 97'„
72
4"
14
19
60 %p
�?
5 3L.)
3ai
'
63
96
78
4tp''
a
1a
Ifx
2
27
It ..
6:ti 64
48
6` t
�. C1
31 1
s
�4
!'r.
2 ni'
Ba
5
.P
1
r •.
21
17
7£i U'
o a1
eco
/s,II
`
33
0 4
12
8
�.
(7
84 102
7�L
.4
'
LO
10
s
33
i2
A7 1lo
I QICI
60
877fi
t ai
@
g..,_,
GO
9" 99"
06
5•-._
f4
l?
6
Z_h
i2 `
-
EY7 2r^
.
'T b I
66
10,630
2141
6 2
24
3e`r t
l U9"
`.
(Da
Srz.
2"
12
1S,
-'rs`
id
87 126
_
debt
72.
12,520)
2fo1
7
b ',�ti
7f1
21. 99"
I''S'
6'
fl
I'�
i0
-.
4P
i?
G'Y 13F
Ji, kr
78
4,430
2101
71c
`.
TH
21 o 9'
tr4'
M"
6 r.
4
12
d
45
1'
PZ' I3or
1 r to I
34"
fs%[60
....
l'oto1
..... h
30
90"a
-.
2 ftl �'z
120-
o/2'
-,—
Male
_
All sphluis
to he
—
lop r
filled aY
Eoued
e
REINFORCED
CONCRETE
APRON
ENDWALLS
METAL
APRON ENDWALLS
APRON
ENDWALLS
FOR
CULVERT
PIPE
PLAN
,, I
_. S 7 (^.;p i I 37o1
ol ce A nc h
SIDE ELEVATION.
sn"n r ea T
,',en m'#ed }rr
Cn Itre trio'S
_ my
r d
"nd Corns, o, tes -my is C r, sp^cuno
te sfen^d to ap r op r b',
t C* ,'., i Fp'd
.. �irnrciis Igru, togelcer-
END VIEW
aleasired Le, sirs
P rch
n a n rn rt l
t r ,Hp4zd v..r l
Sae g 'i' " or 4pr.;n
a
n
Yo . 3
CONNECTION DETAILS
4a. s ® /ka
1w
�.
P 0 e GrIV51eei or Ati.
er sascen 6 c.c
,Gras �
-idevall,` 1,
) a G 4Sfa I; A(um.
Sheet
rg si .d r, e sf "t and
lot" vior
Yvtlf, RD'to Lbrcoh4n
u4 or end seeiion.
Sip � x 4o` Doll Sh"el ar Alum. eq,nfon-
he"! 1 rM1 'e ed 4 6 1. C VYer-
;,,a n. FV
'e171t r 078
rf Or
orse
SECTION A -A
j\
F_..... ,, U...,...d CLc jine'erlfal
CO, n:ff a t,pn
AND SECfiSON CONNECTION
For tM Ihru 21 Dwmeler Hel,catiy Co,rugated Metal pipe
Details at ernstluctirn not sitwn on this drae:ing ihafl
ccnfrrlp to the pwtment requirements of the Standard
Spscibcanons and the apthicable Special Pror, sPons,
N01F.
Variation, of the dimensions and designs shco,ra hereon
lil he permitted PJI Y
L tt d r d ng :nuva1ent capac¢ty and structural
m erirrty are a tamrtf and prior approval of the Engineer iv
obtained
4 v afrrced concrete apron end alb shaft he used vJlh
n ncret^ pipe calveth uictatlglons steel a r- n end aHs
shall be u,ed outh corruc led steel pipe ctltl n Installations,
and alueorrom apron ens" a1Ps shall be used with corrugated
alur+inucr pipe culvert fnAallahons, except that steel apron
en2 aHs may ben Yd on curnlonted aluutinu 1 alias culverts
h n a n n-metalic insulation material is placed blt'reen
the steel an,f ahgminuroThe non foOaNc insulation
material shall ble so p1plad betIn en the pro metals so as to
plolt hit ralvamc action from occurring.
t'hhn hr:a or r, re piers or pipe arches v.ith apron
end' ails are to h, tool adjacent to each ether„ they shall
ble scearared by the folicr:ing amount
Pipes: Total eadih of apron endoodf less the diameter
of pipe isus a inches
Pipe Arches Total e,'idtn of apron Endoph less the span
dinensrnre of the pip_ arch plus 4 inches.
APRON ENDWALLS FOR
CULVERT PIPE &
PIPE ARCH
.State she i itecPRsin
Departineat of Transportation
Division of Higil eaps
=ec ///e..8er
rc--
APRON ENDWALLS FOR PiPE ARCH
Plate No.6-2.6.6
Dimensions ',. Gage
....
• ." •
_ Approx
.
Rise
u-;
A
' P "
a
6Eaz
H
`I
L.
:l/z
V✓ n
Simile
-2
19"
_
1t"
16
7
9
6'"
19"
36 "2lato.
22°
13" ...
NS
7`
10"
6
23'
36 _
25`
I6"
i6
B
12
6"
28"
42'
29".
1 f3
16
9"
P4
6
32"
48 �..
36
22"
14
h)"
16
6"
39"
60'
43
Do"
f4
-... .
75
n,
0
s
12
13°
21
8"
53",
;"
85'"
58"
36
12
M"
26
In"
63"
90•, �...
65"�
40"
i2
i6
30
12 �
70
02' 2,An)6 '..
72"
44"
�12
18"
33`
12
77'
114`
Note
All apGees
to be
lap riveted
or
batted
Standard "ROAD CLOSED" sign
211 x 91 or ?I x 10" Lumber furnished the contractor and to
or 71" (Min. I x 10 Ga.Mepl be Placed where shorn,.4.' X 4" iYond Posts or
Variable 6,4 —/too,
soc- 40 (Man. I metal Posts GENERAL NOTES
i„V Aid X.
Wing Barricade
The contractor Shelf construct, place and maintain barricades as shaven on the dramnq and as required
by the Standard Specifications or applicable Special Provisions.
C LA S 5 1 BARRICADE:
2" x 8" or 2" x 10" Lumber
ALTERNATE TYPE INSTALLATION DEMOUNTABLE)
?' x 8" or 2" x 10'Lumber
or 71" (kimi, ) x 10 G&Mebu
7' x 8" or Z' x 10' Lumber
or 7j" Win, ) x 10 Ga.metal
2" x 6" Wood Frame
Frame to be weighted
down with sandbags only.
ALTERNATE TYPE INSTALLATION iR IGW)
Pavement Area Lights shall be open flame
torchEs or approved type
TYPICAL INSTALLATION SHOWING FIXED AND RIGID BARRICADES electric flashers
Standard "ROAD CLOSED" sign
furnished the contractor and to
be Placed where shown.
Wa
2" x 8" or 2" x HT Lumber
TYPICAL INSTALLATION SHOWING RIGI D BARRICADES
2" x 6"or ?' x 10" Lumber
or 71" (Min.) x 10 Ga. Metal
2" x 6" Wood Frame
ALTERNATE TYPE INSTALLATION (DEMOUNTABLEI
K�11111-33-33=
ALTERNATE TYPE INSTALLATION MIGID)
� 7V* min. Y-4'-5'-6'-8'
Class I Barricades SILMI be of variable length as indicated, and long barricades shall be assembled from
these units, The Class I Barricade is the type normally required for major operations, where the
barricade %01 remain in place for extended periods. Class I Barricades shall be used at points where the
road is closed to traffic, Gates or movable sections of a barricade shall be provided when necessary, for
access of equipment or other authorized vehicles.
Wing Barricades are Class I Barricades erected on the shoulder an one or both sides of the pavement to
give Traffic the perceptive effect of a narrowing or restricted roadway. The ends clostist to traffic at all
three members of a wing barricade shall be in a vertical fine, If used in a series, they should start at
the outer four of the shoulder and be brought progressively closer to the Pavement Wing Barricades may
be used as a mounting for the advance warning or guide signs or for flashers, When used on two-viay
roadways, the back of the wing barricade shall be Painted reftectorized white,
CLASS I 1 BARRICADE;
Class 11 Barricades may be used only where the hazard to traffic is relatively small, and for the more
2" x 6" Wood Frame or less continuous delimiting of a restricted roadway, or for temporary daytime use,
MATERIAL & FABRICATION:
Lumber shall be of a grade structurally sound and sufficiently rigid to satisfactorily support and maintain
the purpose and intent of a barricade facility,
go Fame
a to be weighted Metal shall be sufficiently rigid to satisfactorily support and maintain the purpose and Intent of a
down with re,
own 5 only. barricade facility,
J_ The fabrication of the barricade shall be in accord with good Pertinent woodworking and metalworking
practices,
All lumber or limber dimensions stated are nominal,
Lights shall be open flame
torches or approved typo
electric flashers
14 Ga, High Ten sit a
Strength Steel Frame
Maximum length of combination
panels 161
ALTERNATE TYPE INSTALLATION (DEMOUNTAULEI
PA I NI I N G:
All barricades shall be Painted in alternate 4" or 6" blackormiliattle stripes at a 450 drop, The
width of stripe shall be consistent for each complete barricade installation.
Black stripes shall be pointed with weather resistant and durable black Paint While stripes shall be
Primed, followed by bad coats of white reftectodzed Paint or reflective wide angle sheeting,
DIRECTION OF DIAGONAL STRIPES:
Where a barricade extends entirely across the roavoyafrvoth no vehicle access Provision, the stripes
shall slope downward toward the highway cEnterflne.
Where vehicle access is Permitted, the stripes shall Slope downward in the direction toward which
vehicles must turn in detouring,
Where paid dolor and left turns are provided for, the Stripes shall slope downward in both directions
from the center.
The stripes on wing barricades Shaul Point downward toward the roadway.
L I G fit i N G:
Lighting devices for barricades shall conform to the roulrements of the Standard Specifications.
I A EA S 9 RE NI ENT & PA VA EN T:
All barricades, unless otherwise provided for in the plans angler special provisions shall be furnished,
placed, and maintained as noted above, and no additional Compensation will be allowed but shall be
construed to be included in the price bid for other items,
4" or 6" but consu
for each barricade
installation
Alternate black & white,
stripes. See General Notes
for direction of stripes
450
TYPICAL. DIAGONAL STRIPES
Applies to all Classes & Types
of Barricades
1pfrotp Wn 7-A I r
FORM
In
EXIST
0 15' RCP ss
0 24' RCP 5, S
r0M LOCATIO
/M 176VrMZ'N
1140
ClFwoc VIV5—
Z', f_ IS77-1&lv
NY✓A`Fq4 -6 s7mn�,v� -54
Z a -
101ZE lslol-ICIE
DfTA /I-
x
5 7
�6GENERAL NOTES
DRAWINGS SHALL NOT BE SCALED.
BAR STEEL REINFORCEMENT SHALL BE EMBEDDED Z' CLEAR UNLE55 OTHERWISE SHOWN OR NOTED.
BEVEL EXPOSED EDGES I" UNLESS SHOWN OR NOTED OTHERWISE,
AT PAVING NOTCH PROVIDE Y'xI?' PLANK BY WIDTH OF ROADWAY. 3/4" DIAMETER BOLTS WITH THREADED INSERTS
LOCATED 5" BELOW' ROADWAY SURFACE AND PLACED AT APPROXIMATELY 3'-C" CENTERS SHALL ATTACH PLANK TO CONCRETE,
BOLTS AND PLANK SHALL BE REMOVED WEEK PLACING APPROACH STAR CONCRETE. (NON -ill) ITEM).
ALTERNATE TOP TRANSVERSE BARS IN SCAB SHALL BE SUPPORTED BY INDIVIDUAL BAR CHAIRS AT APPROXIMATELY 3'-Cf'
CENTERS, BOTTOM LONGITUDINAL BARS SHALL BE SUPPORTED BY CONTINUOUS BAR CHAIRS AT APPROXIMATELY 4'-0!' CENTERS,
ALL SLAB THICKNESS DIMENSIONS ARE MINIMUM, ANY TOLERANCES NECESSARY TO CORRECT CONSTRUCTION DUSCREPANC0
ARE TO BE PLUS (+), SIDEWALKS SHOWN ABOVE THE HORIZONTAL CONSTRUCTION JOINT SHALL BE POURED AFTER THE FALSEWORK
HAS BEEN RELEASED,
UPPER LIMITS FOR EXCAVATION FOR STRUCTURES SHALL BE THE EXISTING GROUND LINE AFTER THE RAILROAD ABUTMENTS
HAVE BEEN REMOVED,
AT ABUTMENTS ALL SPACES EXCAVATED AND NOT OCCUPIED BY THE NEW STRUCTURE SMALL BE BACKFIU.ED WITH GRANULAR
BACKFILL, PAYMENT WILL BE MADE ONLY FOR MATERIAL ACTUALLY PLACED WITHIN THE LIMITS FOR "EXCAVATION FOR STRUCTURES
DESIGN DATA
LIVE LOAD H2O
ALLOWABLE DES I GN STRESSES
CONCRETE MASONRY, GRADE AA"... fc. 1,400 P.S.Y.
BAR STEEL VEUNFORCEMENl..,...,.,. fs.20,000 PS,L
INdUMME91153MAM
PLACE WFST ABUTMENT ON IOBP42 STEEL PILING DRIVEN TO 45 TONSIPILE MINIMUM BEARING, ESTIMATED PILE LENGTH V FEET.
PLACE EAST ABUTMENT ON IOBP42 STEEL PILING DRIVEN TO 45 TONSIPILE MINIMUM BEARING, ESTIMATED PILE LENGTH 40 FEET.
HYDRAULIC DATA
050 - 1700 afS WATERWAY AREA - 228 sr'
HIGH WATER I9-1942T EL 11305
TOTAL ESTIMATED QUANTITIES
BID I TENI
UNIT
SUPERT
—4V, ABUT �
E. ABUT
TOTAL
REMOVING OLD BRIDGE STA, 14-75
L.S.
—
EXCAVATION FOR STRUCTURES
G.Y.
155
Iss
310
GRANULAR BACKFILL
C.Y. —_0
CONCRETE MASONRY
C. Y.
8 'T 1
0-7
308.E
BAR STEEL REINFORCEMENT
L.B.
—20,-3id--tt,Br6
--tf,6F5—
::4:3 94=0
OSTEEL TEST FILING
L.
STEEL PILING, DELIVERED
STEEL. PILING, DRIVEN
jS—o ---Goo—
105-0
TUBULAR RAILING, TYPE 'T`-
!SR
tsz
NON-SID ITEM
1EP' ALUMINUM OR ZINC PLATE
S.F.
io
—,o
3 A 12 HARDWOOD PLANK AND HARDWARE
L F,
9 G
96
Al -An PnnT InNr, P"P ANn 1-S MnT InNn P19V U HIPM
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AT MT ABUTMENT.
LIST OF DRAWINGS
1, GENERAL PLAN
X36648
Z SUPERSTRUCTURE AND
ABUTMENTS ---------X36649
1 DETAILS FOR TYPE "H" TUBULAR
ALUMINUM & STEEL RAILING—X36650
4, RAIL PARAPET DETAILS---
X36651
5. BILL OF BARS
6. SUBSURFACE EXPLORATION----X36653
vice_FrXM HIGHWAY COMMISSION OF
GENERAL PLAN
— ST. CROIX
srrtucTVRc B — 55 — 64 arcair 1 Or'6
X 36641
Z.�
I
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EXCEPT AS slydw/y OR
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MIrV, OF- a'CL INAREA OF CROSS SECTION TYRU ROADWAY
SMRtA SEWER OPENINGS , EL .-VA7,fJN
7AKEMATRIGHT ANCZa MtROAOMY
PAVING
kam
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3E LEF7 POU6i-
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ALONG PACE OF'
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SCHAQGF FL. II2700
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INDICAG-ES 5,-6:7F00-8ArM960
WATE-', OEaLCCTION TtNNTS IN
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SE7WEEN POOTS
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SLAB TYICKIVESS DIAGRAM
1133,5 5 "1 NO I
033147 WING
8 ANNG
1133.
1Wz SEE SYs6T(1)roT
It 33. 1 a IWNG 4 HUMSERING.
( DI /-MF CF VZZOIALX
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WINGS f&4 ARE SIMYeJAR
JnImr
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A
vO t6
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AOLtrmr;NTS
--- ------- =Ak SH96t N20 i6;
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B��, MIN.
SECTION R I
WELD GRIND
FLUSH ...-._�,
,
5 6,
FLANGE I"
PLATES.-..., Zz
3 P
1�
WEB
PLATE
P I"
m
8 MIN. WALL
THICKNESS
CLAMPI
BAR, At
%I SURFACE J
B r .lilS,
:. CHINED,
CORE 'fix._
I" SLOTTED
HOLESi.I"
}� CORE x-
�, I„ 3 I- SLOTTED
3.70" SLEEVE DIA.TOP RAIL �"R�.. G I I".
3.85" SLEEVE DIA. BUTT. RAIL. % 31. "
RAIL SPLICE DETAIL �0.
v4° STAINLESS STEEL.....,.'"
CAP SCREW ANDSTAN
PIPE, CURVED $ TAPERED = #'�. Nlw 16 �Id�
CAST ALUMINUM i,-
__..__-.___ WA514ER (2 PER POST) _ P
g STAINLESS STEEL--' I41I4 14 6`4
CAP SCREW AND CURVED
Gib !I
� II
a aR d
TYP. II
__q--�..
BASE To BE
FLAT AND Iz _4"
3 V & TAPERED CAST ALUMINUM 3� 7„ TRUE. wi 7"_--
G.S. WASHER (Z PER POST)--
p, ? 1�
4"EXTRA 14x2."6-5z CLAMPING �J eU --- �_
STRONG PIPE. BARES . ' CSTAINLESS STEEL. ''
�, �g ;ae
NOT: DETAIL OF RAIL ATTACHMENT TO POST WEB(�
MAXIMUM REDUCTION IN DIAMETER OF BENT 1 _ �G� SECTION A
SECTION SHALL BE 37,. I�---" -I,>-.1-000RE I"HOLES FOR ANCHOR
RAILING SPLICES SHALL BE LOCATED SUCH THAT
$, p'} ct~, OF SPLICE IS % PANEL LENGTH 1.4" OFF NEAREST POST. BOLTS WITH So DRAFT,
ALUMINUM SHIMS SHALL. BE USED UNDER POSTS
AND ENT? PLATES WHERE REQUIRED FOR ALIGNMENT,
ALUMINUM POST CASTING
RAILING s ,Nu
THREE
`y BOLTS, NUTS, & WASHERS, To BE
741'
57AINLE5S STEEL.
WALL THICKNESS OF TUBING SHOWN ABOVE SHPLL
BE MINIMUM NOMINAL AVERNGE WNLL THICKNESS,
41\
CAULK EXPOSED OPENING$ BETWEEN SHIMS WITH LEM) WOOL.
BPISE TO
MA,)QMUM REZUCTION IN SLOT WIDTH IN BENT TUBING
BE FLAT
SHALL BE ALUMINUM RAILING #
I
STEEL
RAILINGTRUE.
RAILING SHALL BE FABRICATED IN TWO AND
THREE PANEL LENGTHS.
DRILLEDfu
STEEL SHIMS SHALL BE USED UNDER POSTS
Emipi
OuntsimpimirAl
14000- `�I;I rli
AND W! I H A Md
OF GO,O04 P.S.&.
ANCHOR BOLTS To BE MADE FROM
QJ) LENGTH 44" MATERIAL CONFORMING TO ASTM DESIGNATION ABO7.
TCs NEAREST CAULK EXPOSED OPENING$ BETWEEN SHIMS
WITH LEAD WOOL.
POST. GALVANt7E ENTIRE RAILING AFTER
" FABRICATION INCLUDING NUTS, WASHERS,
UPPER RAIL- 3i-c,0.0.>o SEAMLESS SHIMS AND TOP 35`te OF ANCHOR BOLTS.
MECHANICAL TUBING. LOWER
RAIL. 3a �m U.O. A "/5�' SEAMLESS POSTS SHALL BE FABRICATED FROM
MECHANICAL TUBING. MATERIAL CONFORMING TO AST1"I`.—DE5MNATiON
A ZG.
FIELD ERECTION JOINT DETAIL
.3
,re
SHEET LEAD
ON STEEL
RAILING
ONLY.
3"n
B
a` AR *O'-G' LONG-WELO
70 ANCHOR
BOLTS.
OF-+.;
tSu' D THR .
POST l
a---
( N,
��`d,.if -�e10
a3
TOP OF.. a , pia
PARAPET
ANCHOR BOLTS
O`-934 LUNG.
WASHER
AT POSTS
3„ I"
74xz^P— IO"-
END PLATE.
m
I
n
Z'1-19
;X—
/T" -&`/I
ELEVATION
..r;s".$"O_
LEAD ON STEEL
RAILING ONLY.
FRONT FACE OF
— RAIL. PARAPET,
PLAN
END PLATE
a
C HOLE.—
' b HOLE, ---
I STEEL RAIL.--
d0 PLATE ONLY.
is '� DRILLED HOLES
FOR PRESET
ANCHOR BOLTS.
Sv 1°° 3" I„ I„
SHIM 3'$xgx"e:'-3a-- SHdM 7zxr`u,"_
2 PER END PLATE. I``4 " 2 PER END PLATE.
END PLATE SHIM DETAILS
I"
4'° BAR x 0'-7Z LONG.--�.,,° BAR RZ°-Bz LONG, 5'l KPI
WELD To ANCHOR WELD TO ANCHOR
BOLTS.-....------f % BOLTS.
Wii
I f,
€ el ANCHOR SOLTS-
--..
O,_H4„ LONG. WORK THI
WASHER — AT END PLATE
ANCHOR BOLT SETTING DETAILS
THE SHANK AND ROOT OF THREAD DIAMETER FOR
ANCHOR BOLTS SHALL BE A MINIMUM OF O.C,Z INCHES,
I
3
ammummimmmo
I_ET WITH SHEET TITLED "RAIL PARAPET DETl
• •,o 4S'ALL N,GHWAY qfl MMYSSIG"�° OF W;SCE
DETAILS FOR TYPE H TUBL
ALUMINUM B STEEL RAILII
kAULAU&
Iw
PLATE
N8u G'ti-v6'62
7
PARAPET.
NAME PLATE. AT BOTH ABUTMENTS
imilmlall"Imuo sm
D B
d4
OF RAIL POST.
E
SLOTTED SHIMS
_
----
C
WHERE REQUIREO.
S'".. t`T
!RUSTICATION -
GROOVE.
CONST. JOINT
70 BE ..._ �
EI i
I'.:ROUGK.LEFT
o q
O
DRIP GROOVE.
SECTION PARAPET
14
R. LIN
1.2
GONST. JOINT - STRI KF_
OFF -LEAVE ROU6K,.
_—. ._.._ ,._.._. ............e......._u. ___ —,
_t f
t
LIQUIDNOTE 'W'- FILL WITH NON -STAINING GRAY
TWO COMPONENT POLYSULF�DE POLYMER
(GUN GRADE� WITH SURFACE PRIMER, CONFORMING
To
— & —70
VIEW SHOWING OUTSIDE
FACE OF RAIL PARAPET
x P
TYPICAL ALL WINGS
•-
WHFN PARAPETS ARE POURED
CONTINUOUSLY FROM END To ES THEY SHALL
DEFLECTIONSEPARATED AT THE
P�ECF_ OF ��' ZINC OR ALUMIINUM PLATE CUT
S14OWN IN SECTION "B" BY •
DEFLECTIONCONSTRUCTION
ARE USED AT THE ONE SIDI
JOINTOF
PAINT AND PLATE SEPARPTORS MXY BE O
WORK THIS SHEET WITH SHEET TITLED
"OETA�LS FOP, TYPE "H" TUBULAR ALUMINUM
AND STEEL RAILINQ�" '
ALL POST SPACINGS ARE TAKEN
HORIZONTALLY ALONG (� OF RA�LING AT BASE
OF
TO GRADE
SEE NOTE "A".
EDGE TOP
OF SIDEWALK.
u?
o. .,R. "V" GROOVE
SECTION B SECTION C
DETAILS OF DEFLECTION .., STATE WGHWAY COMWSSION Oe W
JOINTS IN PARAPET ' RAIL PARAPET DETAI
ONLY- SIMILAR TO gAsxa6/1,
THAT SHOWN IN THIS
AREA.
L'artrA '111
POUR
KARY
Na�
O*W
INTIRE LENGTH
ING
SPACING
SPACING
-jr
LOCATION DE
POUR
KAM LENG"IM PACING LOCATION
----- ------ ---------_------------- -
—_ __ -------
-------- -
I
� E ±____ __ - - - - - __ __. - . __ ___ - - - - __ - __ - - __ - __ __ ___ - ___ - -
.. ......... . ...
. . .... . ..... .
------------
L
H t - - - - -------
- - — - -----------
- - --------- ---- ------ ---------
- --- - ----- — ------- ---------
--- — -------- — - ----
------- -------- ------
BAR BENDING DETAILS F�fi
DIMENSIONS IN SENDING DETAILS ARE OUT TO OUT.
9 COP
OMIT DETAILS WHIRRE. DIMENSIONS ARE BLANK.
MARK 01M.
'A" 0zt 1M`"5"
r ------ I
-- ---------- I --- T
cA
DETAIL A
DETAIL B
SO
L 1
L- - -
DETAIL C DETAIL D DETAIL E DETAIL F
�'__Sym� BOUT
E� PIER�
DETAIL P DETAIL H DETAIL J DETAIL K
pro
S
All 114IRF EIARIB
CT S.
# # ri
BUNDLING DETAIL DETAIL M
MARK CUT ALL BARS
ALONG THIS LtNS, MAKE ALL "14" IS NUMBER OF
H CUTS NORMAL TO BAR A)(15. BAR$, BEFORE CUTTING.
MARK C. 0 E F G H SETS READ.
10-0
14-0 -------- __.__ 9
_1020
sErz 3-r. 15-6 a -
a
A17 -------- ii;'� 19-0
3-6
uj 9 3-G
A16 19-0
0 A 19
3-G
CUT, BUNDLE P, MA IK
SET No') R" (MARK WITH BAR No.
ENT BARS, IF USED, IN
CUTTING DIAGRAM SHALL.. STATE HIGHWAY CO -MISSION or WISCONSIN
BE BENT AFTER C1JTnNG,
BILL OF BARS
t CUTTING DIAGRAM f9azii
-J
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SCALF : 14 20'
FED 011- DECK
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ING '?
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7
at
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:I
SUBSURFACE EXPLORATION FOR
FOUNDATION DESIGN
FOR THE DESIGN OF THE STRUCTURE FOUNDATHNI
OBTAIN RELATIVE DATA CONCERNING THE CHARACTER Of
MATERIAL IN AND UPON WHICH THE FOUNDATION MIONO
BE BUILT, BORINGS AHOICR SOUNDINGS WERE "Of AT
MINTS APPROXIMATELY AS INDICATED ON THIS PURISM&
WITH THE LOG OF SUCH EXPLORATION DATA AS IWYZft—
PRETED FOR SUCH DESIGN PURPOSE AS RHOWN,THE EX—
PLORATIONS WERE MADE BY ORDINARY AND CONVENTIONAL
METHODS AND CARE DEEMED ADEQUATE FIVE SUCH PUR—
POSE. HOWEVER, SINCE IT IS A MATTER OF COMMON
KNOWLEDGE THAT THE EXACT CHARACTER Of ANY
MATERIAL AND ITS REACTION IS DIFFICULT TO DETERMINE
FROM SUCH SUBSURFACE EXPLORATION &NO THAT THE
KIND AND CHARACTER OF MATERIAL AT THE WTlS WHERE
THE FOUNDATIONS ARE BUILT MAY FAST
FROM THAT INDICATED ST THE LOS THEY ARE MADE
AVAILABLE TO THE BIODEXRE SIMPLY FOR "AT THEY
ARE WORTH, WITHOUT ANY WARRANTY, 1XIARINIED ON
IMPLIED THAT THE MATERIAL TO RE ENCOUNTERED IN
BUILDING THE FOUNDATION WILL CONFORM TAIIRFWETH,
IF THE LOG 15 USED BY THE CONTRACTOR IN M KM
HIS 810, IT 13 HEREBY EXPRESSLY STIPULATES THAT
THE COMMISSION ACCEPTS NO RESPONSIBILITY FOR SAID
USE.
UNLESS OTHERWISE IREC)"90 THE SLOW$ PER
FOOT AT THE LOCATIONS INDICATED ARE BASIC ON
DELVING A 2' 00 A 1.4" ID SPLIT SPOOK SAMPLER WITH
A 140 LW HAMMER NAVIN$ A EASE FALL OF 30":
THE SLOW COUNT IS TAKEN IN UNDIMORRED $OIL
IMMEDIATELY BELOW A CASED OR OPEN "CIA ILIMMATS04
%[Of FRICTION ON THE DRIVE PINK,
LEGEND OF PROBING
ELEV. PROBECM
9T7 AVERAGE SLOWS
PER FT.
1140 REFUSAL 51S AS
95/6 - 95 BLOWS FOR 64 PENETRATION
PROBING TAKEN WITH A 350* WIT,
1130 FALLING IS' ON A 20 O.D. POINT
LEGEND OF BORWO
ELEV. BORING'SUNCONFINED
DESCRIPTION SCRIPTION OF
I J]
1110 BLOWS P FT: MATERIAL
USING 14 T:`^--°
FALLING 30"
WASH SAMPLE—"`
Hoo
L005v
a ROW N
7 1 N E aAIND - -;Il,SILT
SHELBY TUBE
GROUND WATER
FIR'A
BROWN
FINE SAND
ELEVATION
1090
00�lr
6�10,VN
�5ILTY ,AND - TR. GRAVFL
NO GROUND WATER
OBSERVED ABOVE
THIS ELEVATION
CORED
GRAY
LJIME„ TONF - RECOVERY
BOULDERS OR
COBBLES
MATERIAL CH
SU;Z;FAC�E �EXPLONS�A�TION
1- - - ---- ----
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