HomeMy WebLinkAbout1949.pdfINDEX OF SHEETS
SHEET NO. I TITLE
SHEET NO. 1 TYPICAL. CROSS SECTIONS
SHEETNO, I ESTIMATE OF QUANTITIES
SHEET NO. - MISCELLANEOUS QUANTITIES
SHEET NO. - RIGHT OF WAY PLAT'
SHEET NO 2-3 PLAN AND PROFILE STA, 33+60 TO STA. 173+11
SHEET NO. - STANDARD DETAILS
SHEET NO - DRAINAGE STRUCTURES
SHEET NO, - GROSS SECTIONS
STATE
STATE HIGHWAY COMMISSION c
p1VlStOw 1pB N�
EiNNPn RieOf CtA}S aN3t4RC[Ntw' Dry SIGN +•[E" 'D`+.
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55 6 j 5530 � It
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THIS PROJECT IS To BE EXECUTED UNDER THE STANDARD SPECIFICATIONS FOR
ROAD AND BRIDGE CONSTRUCTION OF THE STATE HIGHWAY COMMISSION OF
WiSCONSIN, EDITION OF V941, APPROVED SEPTEMBER 26, 194t, FEDERAL AID
SPECIAL PROVISIONS APPROVED AS STANDARD NOVEMBER 5,FS45 AND
SPECIAL PROMS IGNS AS ATTACHED TO PROPOSAL
_ __.
i DARING _ �giPOuiNDUS'
�_�� SUR FAEF IaGGRE GaC uaT CRiAL4 $ft4YLL
wET 16Ra?Cp M1LR FOR Y'BOUND
1 iAGCAr GATC' GUIDED SURFACE BOUND
6TIT!@X 4D STITION LENGYX @,L SURFS Ep4RSE
AGGRIGn't.
OF E6UaSE .1 SIR FAG[
BR. SURF. ¢AR e!
rv� STA 33 + 60 �6TCUNR 23p}� S 29f$ 4 S?262
_STA_ 173+11 TQ rDNIT ILIN FT 1S4 YD I ED-YO GIL EU. YG.
'rEND PROD. S0553(3) 6TA Ira+II 3s odo I,890 3a,Qo0 300
R, IB W. „.r
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tb 4 a p RRFSFNi T!H ti S-FTA O— IGO __ R
D D IP P^ 0. I �QT � ,.... ^"^'�PRQ�-Ps'O 683"9361
}r @IT SCARF i. 4i.r y
r iC v - ( d L_...
GAD" LINE
TYPICAL SECTION
4
i
A I �3 30 w E
N,23
0 21
CONVENTIONAL. SIGNS
NJ
$T47E LINE ..
CULVERTS IN PLACE
C "JVNTN LANE.
CULVERTS RC4DiRED..
T4WNSHM OR RANGE LINE —.., .----
DROP INLET,
$CGnON LINE —. —..—.
POWER POLE ..
NEW FIGHT OF' WAY LIRE
TELEPHONE OR TELEGRAPH POLE
PRESENT RIGHT OF WAY LINE _. "..,.-----
RIGHT DF WAY MARKERS t
1wPVEN —...
REFERENCE STAKE FOR Nu85 ONLY, -yFE-i-a.
,^
WIRE FENCE
PARSED .®-.-
MARSH i A..e
'
LOT LINE .__. .... .......
HEDGE
�'
CORPORATE OR GiTT LvwaT5-------
TREES.
1
PROPERTY LINE
TRAVELED WAY OR P E..
GROUND ELEVATION
RAILROADS '�':�'->.''-r
�..,
EASE OR SURVEY LIKE
GRADE ELEVATION N•.v �nL
-NEW RICHMOND
S 1 CROFX COUNTY
Y
PROJECT S0553(3)
BEGINNING APPROXIMATELY 410 FEET NORTH AND 150 FEET EAST
OF THE SOUTHWEST CORNER OF THE WE 114 OF THE. N.W. 1/4 SEC—
TION 16, T,30N. R,IBW, THENCE NORTHEASTERLY TO A POINT ON
THE EAST AND WEST I14 LINE OF SECTION 3, T.30 N, R,18 W.
APPROXkMATELY 785 FEET EAST OF THE CENTER OF SAID SECTION 3,
e
SCALES 1 A PiIC HPR 1IN. SC9 fP.
R
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P M ac SS A.._3T+00
f 6 �� PROJ WPS 0. 68304361
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u,w.noW RECC aEv C Fu. G a ="E
STA 33+60
BEG. PROD. S0553(3)
CpW.W[CY eF C♦ � �_ _....
LAYOUT : F 4R_
. l Recowl.Bwoap FAR mPR a L M,.E _
SCALE H
[xraa C.arv[[n re u�1� a
TOTAL NET LENGTH CIF CENTERLINE E.G a; MI, I. ., APnrtavm oars>Fr; "A
C CE {
A��'�}w..
/i H1.0 INYC{TiG>TSp aY � �— ®+-
S QFS R_, hI31
y Y(
='EGG OF PPOJ. $TA_ 33+60 P6P Rp STAR[ . RROJ. '"RESTTpTa(.
P�FT Rat Rp
35
�5d5a3;3I G
P S
40 (J a 4, Ba 35 9g 3
S ! 45
3 1— 50
.._ „ B
L h S �X
"°:.. `^
j di.4 09'�.7 a ' ,�'@` i'`.. .dx v
r P.I". 93t74.9 s
m 0 . 63" 41"
-- v�,Em. 55 T. 39176 '�0 D. 9-
6TA. 37400 PROD. w. P. S.0683 (19361 "a„,q„--`^_. O , O
PA 88t20.05
A 9° 52'
0. 5°
-- _ T. 98.92
NET CENTERLINE LENGTH STA. 33+60 TO 95+00 a 6140 LINEAL FEET.
RE 89t20 8
_.RU F. 0 N - SIB BRIDGE,IQ4.....
+B._O,_.... .._.... _...._.._ , SH.'
STA 7458' CG.SiMC.P 55CX56G.S.M.C.MG. 24'X SB' 3Cp S
M P_..
F
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o O ""9ii4 N N c
®.. ,. so_ c,._._st_.,._c?._--�a...�.�+; _..s2 o'---w. _ o � o ¢t p _ Q ® o o vE. p. ...... .,y �... m �..__
_ 35 6 7 8 9 40 f 2 3 4_ 5 6 7 6 9 50 t 2 3 4 5 6 7 9 60 I 3 4 5 7 9 7Q 1 2 3 4 5 6' 7 $ 9 80 t�`I 2 3 N4 5 6 7 ?. I, 99t00 90 I 2 3 4 5 �6 7
AZ. 153°46'
N A.
STA. 100+00 a° 5 64+a0 SPIKE IN 24° ELM R, 70' 1014
STA. 100 -+00 ENDOF PROJ 6 74+94 IB" L 34' 10442
W PS.O. 683 (t936) P 85+00 30 mL 40 t02.6S
C.. 6 96+87 Tr'.g`_'.R'_.'_' L 29 .a
C7 126+70 POWER POLE R 4I' _ 99.14
P.I. PQ5-t 62 � �jZ 14 0 �TEL _ROLE
A. 77°5p. 7Ri � [1 '.�. 16 _ELM_ L 29 11699
145 ISO m 155
W E �A0 Io I6Q
Ftl m [:-A
1' + YI
�- QD
"` 115 12Q 125 130 N35 P_L�i.SL_.. rt .` T. 346466 .66'
6s � .G.t90.4
........ ......
�+ `6H IpEN2i&aL
5TA. FSQ+Od = 6500 LINEAL FT ��+'* POINTS
r,
, l H 9S+Od TO
to
.___.... .. .. _._.. _ .........._._. I.__... _.___ TA }35 17 _..
- ,TA. 157+
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—g �9 TO id 4 N RQy ,d Fb SO, �.... ^i ` 7 kO
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130 I 2. 4 6 9 9 IS�i __2�4 5 6 7 6 c ern
D�ST 10 AD S-EETS
+
w
'.70
L 66
NET CEN7ER.tNE -ENI5'- STA
16C �^00 TO
STA
-
173 + I(= ¢3H LINEAL FEET
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