HomeMy WebLinkAbout1963 S0868(4) .pdfSHEET NO, I TITLE
SHEET NO 2 TYPICAL CROSS SECTIONS
SHEET NO, 2 ESTIMATE OF QUANTITIES
SHEET NO -- MISCELLANEOUS QUANITrTIES
SHEET NO. --- RIGHT OF WAY PLAT
SHEET NO- 3 8 PLAN AND PROFILE STA, 0+00 TO STA. 165+00
SHEET NCO 9 -10 STANDARD DETAILS
SHEET NO DRAINAGE STRUCTURES
SHEET NO. CROSS SECTIONS
STA1 E 0 F W I S C ON S I'M
STATE HIGHVIAY C0'6I'lI%llSSl0N OF VIISCONSIN
PLAN AND PROFILE OF PROPOSED
C'ft,T.H."JX' C.T.H."T" ROAD
� I"
0. T. H V,
ST, Kr,0101X COUNTA"
PROJECT S 0868(4)
SCALES III LE .1, 1 11, - 1. 11 ��I` I' FT
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BEGIN PROJECT S 0668(4)
STA 0+00
-STA O+C0EEGPA0J.S`,8G8(3I
50+84 UPOJ
-STA, S 08680)
APPROX THE CENTER OF SEC 35,
T�28 -N� A �IS-W
IF
T 27 N
STATE LIKE
CULVERTS IN PLACE_.
CCUNTY LINE
CULVERTS REQUIRED.
TOWNS-E CR RANGE LINE,
DROP INLET . ....... . .. ..
SECTION LINE'
POWER POLE__ .... ----- -
NEW RVHT Cl WAY LINE
TELEPHONE OR TELEGRAPH
POLE,
PRESENT RIGHTCFWAY LINE
RIGHT OF WAY MARKERS ...
Y_�
j__,3F
.IRE FENCE *OVEN
(.
REFERENCE STAKE FOR -LISS
CHOY, _
",14
BARSED
MARSH ..
L0- LINE ... . .....
HEDGE, ..... . ----
- - -
- - - - -
CCPPORATE OR CITY LIMITS
TREES ......
PROPERTY LINE
TRAVELED WAY OR P E
GROUND ELEVATION..
Zn
�1�
`AL,ROAOQ _ , -, , _
I-
8--SE OR SURVEY LINE
_O�P--"''�-+.y
GRADE ELEVATION_ . . .
SCALE
.:LES
TOTAL NET LENGTH OR CENTERLINE - 3 125 Mt
END PROJECT S0668W
S7A, 165+00
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EST I lvl ATE OF QUANT IT I ES
TIHS PI C—EC' " 7 0 1! E YFCUTED UNDER THE 57,44DMD S"CRICADONS %; LOAD AND RROGE CON"PUC, ON OF 7HE STATE FUGHWAY COMMIPON OF WSCO.W.
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TYPICAL FINISHED SECTION
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FOR
TOWN ROADS
TYNCU FIMSHED SECTON
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NOTE-
SHEETS 3 TO 8 INCLUCED TO
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ROFILE AND ALK',
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CNII-t OTHER INFOR"ATION
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NOT PERTINENT TO MIS CCNTRACT
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GENERAL NOTE
STANDARD ITTAIL CRAWINK,
n vvywn-a -00EW 4 -I--,
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K4 %I mum= v ME KEYS
—007K 590-,16-0-7 -Ed- 2i7o nos,
IS MEASURED FOR BY THE
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TA PLAYS S "PACMATE AM"C
5 4 S'ON 5 L. -YOUT.,.TAILS FOR SlpE
ROAD
,.TUAL TH,CANtSS WILL DEPEND 04
741 D57TSVO04 OF THE R47EPOL
AT GRACE QTEIKITC"
ZTECTED By THE ENGi EER
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LLEERNATE TYPE MSTALLA71W(RIGID6
=—�C_L_[��STaLLATION CP
CLASS I BARRICADE
YpC A L _L!.IS, Al.,- OF R%L,
CLASS 11 BARRICADE
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BARRICADE
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PLATF NO 7, 4 1 4
VDE ROAD SURFACING NOTE
5 D tS TH- CN P-rVCT,
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CCN - C:t TE H
ti
L0- VZLUS FOR VARIABLE
iuTERSFC- RC,i A �a _FS _ _ I
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slrl...
DICE
POAR
ei
TABLE OF VALUES FOR VARIABLE
R RIOS , OAD_r4TERSFn1O.NANGLES,
I H
7t
e
MINOR SIDE
ROAD INTERSECTION DESIGN -_DUAI_LS
To be used when
current AD on Through Highway is Less Ilan
t500 or- on
Side Road is Less
than 200
GENERAL NOTES
C dv�
7
DESIGN 8 LAYOUT 07TAILS FCkR
_R
SIDE (1111
MTERSErTIONS
P LTR-A C__FWCT��RaCf E R