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SHEET NO. I TITLE
SHEET NO. 2 TYPICAL CROSS SECTIONS
SHEET NO, 2 ESTIMATE OF QUANTITIES
SHEET NO. — MISCELLANEOUS QUANTITIES
SHEET RICO — RIGHT OF WAY PLAT
SHEET NO. 3-5 PLAN AND PROFILE STIAL, 01-200 TO STA. 75+20
SHEET NO. 6-7 STANDARD DETAILS
SHEET NO, — DRAINAGE STRUCTURES
SHEET NO, — CROSS SECTIONS
CONVENTIONAL SIGNS
[RATE l!'IE
-- - - —
CULVERTS IN PLACE .............
CC'_'�T t -!'VG
CULVERTS REQUIRED ...
ToWN5HIP OR RANGE LYE-,
CROP INLET... _ ... ......
°?CTM4 UFE -- ------- -
POWER POLE.........,
. ------
NEW PICHT OF WAY LINE,.-_„_,-
...T___......
TELEPHONE OR TELEGRAPH
POLE.
PRESENT APHT OR WAY LINE
— — — — — —
DIRE
RIGHT OF WAY MARK,
RD PENCE WOVEN,-
REFERENCE STAKE FOR HUES
ONIH_JW—
MARSH ,
LOT LIPE
------
HEDGE
CORPORATE OR CFTY LIMITS,
TREES
PROPERTY LINE... _ I
_Ill_:316.
TRAVELED WAY OR P E_
GROUND ELEVATION
PAMOACS,
IT
BASE OR SURVEY LINE
GRADE ELEVATION_
GEL,- �;�
WINMMMMM� 0 mommmmmummo.
PLAN AND PROFILE OF PROPOSED
U.S.H. 63 - CYLON ROA
C.T. H. llsil
ST. CROIX COUNTY
P OJECT R• S0558(2)
S(1558(
AFFIRM 1615 FT, WEST OF THE N. E GOP
SEC I , T-30-N, R-17-W.
SCALES t
..ss VEDT'.11 HCR. I IN. —SIT.. IAW,. I IN.— I
END PROJECT SO5580
- PRRC x 54'E
7520
AAS7 AND 5,2 FT NOR OF TNE 4 7. CCP
OF THE RW VI SEC, 33, T-31-N, R16 -W
�s vie
TOOK
I zo�ll !
R t7 a Ole W
LIA RO I.TTA�LT-CG END PROa SCICIIItL)
MMmi
SCALE
TOTAL NET LEIIGTH OF CENTERLINE n Y.410 MI
-------------
55,6
5560
112
IOT a-
ESTIMATE OF QUANTITIES
CONTRACTNO. _
THIS FRCS)EC7 IS TO BE EXECUTED UNDER. THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION OF THE STATE HIG°HW'AY COMMISSION OF WfSCONSIN—EDITION OF 1757
APROVED. AUGUST 9[957 AND SPECIAL PROVISIONS AS ATTACHED TO
...—�..-._ _ (I IC LIT- CRAV-L OF F..`"P�BIT �AGG BET CULVERT PIPE STEEL
I i II EXCAYAYI ,N FI'.154 ERAT-GRAN GRJ.,t�.>p SPGn �ROAP AsA.t. BIT. FOR hI AT .SINGLE
ETATfCN ( L[°. H '� CNG ULAk' BASE BE6 FOR ROAD BIT FOR AG"' y - �� R7P I SLOPE PLATE
CLEAR GRUS k11G RAP PAYING BEAM
Y.. ..t^ UNCLAD 4 READ- OLD ADSA C UESE SNLDR FOR MIX ROAD BIT ( GUARD
CE E "',;.9CWI V WAY CCnJR..E �� 51T 'PRIME,SURF. M.[X SURF 5VRF
I �IFIEJ �ROAp� R MAT SURF �CO T�SURFI
; 21011.2�01-4;2106-5 �2109-1DIG_iZ114-112116-1 �122CII 2203-f j22OSY1231P-f, 2311 U.. ME-? 12313223I-'.23i5-I �I2AIf-�2AIP 124II- �2411- 24Yi- �2512-I i25b- i2523-3
U ET STA S A. C.T GY. C.Y 1 L�S STA '�O..Y I C.Y. C.Y. STA. GAL.. S.Y. G.Y GAL TCN �LINFTiIN. FT'..LIN.FT LY I.FT t-14.. F-'i CY. mI GY ':,Li4. FT`
-"_..- i
ao+zo-73<zo 7445� ( �Iassos9lD} a
- �i
_ ------
4 4 —... 2 5 t..._ 3• _a.®a t I-mrt-..._ -m." 4.4
t.__._.....
-'f SEEDING AREA
-POINT REFEREED 70 CR PROFILE PRO—IPOINT REP'. TO CA
.�.. ..«- 025' .__IheIT MAT u•. a. ,-"- IAn aM?�/r•. _
GRAVEL SNWLOER SURFACYNf1
G` BASE COURSE REOUIREQ T`—POINT W-FERRED TO04X-SECTION
I
12`GRANULAR SUBBASE COURSE REQWREO-�
HALF" SECTION II FILL HALF SECTION IN CUT
'TYPICAL. FINISHED SECTION
NOTE. RfTUTAINOUS SURFACING 6 SHOULDER "ATE,RIAL NCI A PART OF THIS CONTRACT
' Ca±:TEPIYwf
III
O
REF. TO 0'1 P4CF]LE
.._tl': CIE. VAT
DWI, AMOOPP
f � _
""- ---��. -_SLOPE O'l F^ "-..F^INT FF.FERRED TO ON X-SECTtCN
G!
easE CO'JRiE nc::ulRFo-'
i l." GRAN4"_zR SUBBASE CLUPSC RE CUInE'J "
HALF SECTION IN FILL HALF SECTION IN CUT
TYPICAL FINISHED SECTION ON CURVE
SUP£R£LEVATION DATA
bEGREE OF CU4t'E SUPER A B C D E F 0 H TRAv✓�.:
_-„"„_4 00' { 6-OS `i 281661IXA I6 1 S2 e t
g•jG "-p.00 53 i29i0T O4 1:v-1�0 20 f0 190
t"SLOPE V*OFT
C.GRAN.SUBBASE
C-BASE COURSE
HALF SECTION IN FILL HALF SECTIGN� IN CUT
TYPICAL FINISHED SECTION
FOR
TOWN ROADS
GENERAL NOTE:
WHEN THE QUANTITY OF THE ITEMS
O FSO B SAS E, BASE OR SURFA C E COURSE
IS MEASURED FOR PAYMENT BY THE
TON OR CUBIC TARE, THE DEPTH OR
THICKNESS TATRA COURSE SHOWN ON
THE PLANS IS APPROXIMATE ANDTHE
ACTUAL THICKNESS WILL DEPEND ON
THE DISTRIBUTION OF THE MATERIAL
DIRECTED BY THE ENGINEER.:
S ASIR C) 1 f R r7
TCPSCP.
FfA
: TI 5EEvd:G
11111
SO, TO
7 370
4 A°
NOTE, SHEETS 3 TO 5 INCLUDED TO SHOW
PROFILE AND ALIGNMENT ONLT„OTHER
MFOrMATION NOT PERTINENT TDTHIS
CONTRACT.
STANDARD DETAIL CRAWINGS
7.4, 1, 2 CONSTRUCTION BARRICADE.
9-1. 1,3 DESIGN B LAYOUT DETAILS FOR SIDE ROAD
AT GRADE INTERSECTIONS.
PROJE4'. S 0558 (2)
_ PO
PA+ MTPUT.T P.P.
8.55 STA t1+92.25 STA.i5+04.7
STA..i266 ST A7—174.15` l
BEGIN PROJECT S 0558 M tiy._4 �..:_......E
STA. 0+20.O �...._. 64ENRY A. AtEKS
HENRY A. 'ASEI(S _
) 4
� Y
LL,
Y P {I
f
`,A ! STA.11+50 Ftii Ci.IF BA1$R
CON ST. F.E. ON RT. M,ILTON Rt"r`4 REY PNIL.UR PALER
M.IL.TON ht,Y.'.PNREY 25 30
i 95 20
5 10
I 0
STA. 16+14
CONST TN,RD.APP
LT, 6 RT.
-BENCH MARKS ...,._.-.. ._....___.__.y
PJO ! STA �DESCRIPTION EL V
On_R POLE. •..- 3}' j.T c O.CP'
2 'i t51-FB SFIKENTEI-E,POTE I O R1" 1G594=
3 _�„ 25+]V _aiKE (J 2 L.•A._. _.-,____.._.-_,.. 5k I
NET LENGTH OF CENTERLINE STA.0+20 TO 30+00- 2980 UN.FT. --_— _ ___
5 16 17
(o —7
Sub rocirni end Post
,es,,Oy traced,
in Ct sectic in, end
poor shall be placed
or f,e of b3rcksicpe
rL
5randratc! "ROAD CLOSEC Sign
rlo-isj2Z, To tefumero" by
S,ffic,enj and ruestai-Tiai
In.SeteHlg''wY CcmmlssiOF
ro,,mediotrc direls for,,-,,,
7o be O,-red w"ere and as tihnel
structural cdeeiricy
�15
Floe 7c,,F FRONT ELEVATION
tjsi a, ea."Ofelt
fitirernote 5 4' Nish Sr --Fence Type
Yellow PO[wed Sj,jp,, �,,,Frod 133r,icri
Secii,ely fastened to all SUPPOrt Posts,
�Sulfic,iint st'sionce on
FW slaves to preclude
lclen-
nl,ol End
f C0
L
poq as—
i
_STANDARD ROAD CONSTRUCTIONBARRICADE
SNOW FENCE TYPE -It A"
GENERAL NOTES
rO i-C,rc,410, shall prioe pod rnjtntoin borriCcdes as $no,,) an thls drnRirsi and 05
rii by the Standard Spec,hcolfcns Section H07 to, the durction of the Project, E3"lacdc'
sh,ji be panred end slruci,ajlsi rcoirlolned for M."imurn VitlbihlY at an times
Prmsicr sbc9 be mode in the Celot1kWic' Of billficcdes to Provide for ingress and
Fare, riaired or jor jocci access ce may be re,
.ALTERNATE DESIGNS
Cc,,,,tors rmoX Eotr,l to the Ergiree r for ireprool,dri for Borricirdes, other than Shown
on rhis eing, and did upon the Engineer's apnrv,,f may be used as arreMoles,
NfEASUREN'SNT 6 PAYMENT
"MY'sicris Sirall be
All c,dey for in the friors irldlic, SpeCIO
far,isfort, p[ated,and r,,ir:Zneiri -srs'ed oftle, and no Oddih Cr.al coop e'saticin will be
cirjo�,ea b,4 shall be construed to be inc@ded in the price aid for aloes items,
2" X 4" ',food I r CIc
-1-3 to tritme to be e�a
C!'c'e, 'at' left. - ac a,
Fence or , �: — , hirr sisnis tone,
s- c� Fe,-- a, cth"roIle secli'ed
-n-. 12
Bo,rood-
sh,�n -&I j 45-X
S"', to be �! I /
thtacbegic,
iNd Ort France!
ELEVATION
WOOD-FRANIE SUPPORT AT
FR St 0 ��i TYPE _.PARR1CA9jL
When Barricade is Erected an Rig&d TypeSurfacing
_CONSTRUCTION
BARRICADE
5 rA TE HIGHWAY COMMISSION OF WISCCNSIN
REO,.CNistst FOR 6111CVAL:
r.
laa , 0 —E5 I 1i
APPINOFM
— w_z CT,-.0
OF :nw �2-1.1
7-4J2
THROUGH -
SIDE ROAD SURFACING NOTE If Sri,
if V. R! po,s11,
... .... .. .
if d14 'IS
�F TR,'An 15 T.E CCNSTRUT.QN PIO.ECT,
V
CONCRETE CURB
71 'J 1s —11,11 a-,
Ik
-- --------- --------
T�ROUGK� HIGPNAY,,
TABLE OF VALUES FOR VARIABLE
SIDE ROAD ENTERSECTION ANGLES
---To �R� ZO,
X347�'' 52 2"J 8
MAJOR SIDE ROAD INTERSECTION DESIGN DETA I LS
To be used only when current ADT on Through Highway is 1500 or aver, and
on Side Rood is Over 200
SIDE
ROAD
THROUGH
-....HIGHWAY
TABLE OF VALUES FOR VARIABLE
SIDE ROAD INTERSECTION ANGLES
F-7-1
MINOR SIDE ROAD I DESIGN DETAILS
To be used when current ADT an Through Highway is Less than 1500 or on
Side Rood is Less than 200
m
GENERAL NOTES
i.y i"
CI I i I, . I V,,
DESIGN a LAYOUT DETAILS FOR
S107 ROAD AT GRADE