HomeMy WebLinkAboutJ 1951.pdfINDEX
OF SHEETS
ET NO. I
TITLE
ET NO, 2
TYPICAL CROSS SECTIONS
ET NO,
ESTIMATE OF QUANTITIES
ET NO:
MISCELLANEOUS QUANTITIES
ET NO
RIGHT OF WAY PLAT
ET NO.4-96
PLAN AND PROFILE STA. 21t14 TO STA. BA.S>5*0
ET NO, 19.2D STANDARD DETAILS
ET NO
DRAINAGE STRUCTURES
ET NQ
CROSS SECTIONS
s
CONVENTIONAL SIGNS
_
.t
LINE.... ... ,.
: W ww. CULVERTS IN PLACE_ ...... ....p=2-
-ZZ;=4
CULVERTS REQUIRED.......,...,
IP C# RAN" LINE .......®.®.
IN
�....... DROP IKET-......... .............[o'::::r.;:v:nSa
LINE.. ..._
_..�...® POWER POLE.... .. .....
.....
..
OF WAY LINE .....
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.....K
-
ppbSHT
YT RIGHT OF WAY LINE .
_w......_ RIGHT OF WAY MARKERS ....
ENCE WOVEN .......
...®---- REFERENCE STAKE FOR HUSS ONLY
.-
SARSEO....,..
MARSH.. rA, w+i
ATE OR CITY LIMITS
TREES ........,.
STATE OF WISCONSIN
STATE A COMMISSION OF WISCONS11
•
PLAN AND PROFILE OF PROPOSED
• s FALLS —ROAD
.. #
BEGINNING AT A POINT APPROXIMATELY 750 FEET WEST AND 1300
FEET NORTH OF THE SOUTHEAST CORNER OF SECTION 36, T-29-N,
R-19-W. THENCE NORTHWEST TO A POINT APPROX. 1050 FEET WEST
AND 15 FEET NORTH OF THE. SOUTH 1P4 CORNER OF SECTION 29,
T-29-N, R-19-W,
P
rtAN B 4ft 4W R.
�P.ALE3 pRMft2 M6q, 1 I%. ®P� R. VHftY. 1 PK ^ t0 R,
CROM RC4TBM XW. 1 IM. � 9 R. Y[9Y. Y IN. ^^ 4 R.
LAYOUT
SCALE 0-1
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STATT "M NWAY
CCNMfWON Or WNICONYm
MARrtlNt Wr.
K a wecssn_
CCAWC P
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l.
RceoNHCHoxrx reR
DEPARTMENT OF COMAXRCE
BUREAU OF PUBLIC ROADS
RECOMMENDED FOR APPROVAL.
DISTRICT ENGINEER DATE
TT LRNE . P= •. 111- • 0.19 -
EDWAY OR PE :; �:. GROUND ELEVATION ...,.,,r TIv w TOTAL NET LENGTH Of CENTERLINE •9.06T MI.
IDS....,,.. .,�.- . APPROVED
GRADE ELEVATIC IR SURVEY LINE N.
n
.......Vk?7 ---. ,.6--,a r.0 •» • "^+•^ DIISI.ON ENGINEER DAY
___.._..._ F 028`Z(-
III °I' III ��•
CURVE DATA
P.B. 23*T3 R
AZ. 160•37'
Q 19. 23'
D 30 00•
T 3MIS'
L 646.76'
e'Q
BEG. OF PROJ. FO28.2(I7).
BEGINNING OF PROJECT F 028-2 (IGJ
STA-00
STA.30+00 OF I ROJ,T020-2Q
25
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21+16
IF PROD. F 028-2(20}
Vi43
STA, 34+94 CONST, SR. LT.
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t-tSx26 C.P. REQ'D. STA, 402+75 P. E°LT, STA. 407.20 TO STA,480+50 LT.
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O_STA 410
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BENCH MARKS
RO. STA. DE 3CR6 PTION ELEY„
96 22.57 POWER ROLu 125' R, 934.7i FBt&Lflmt, $ 'T 4 ,
ST SSa10 1^c' OAK *0' R. 905.42
36 22 iS7 PO'XER POLE 125' R 935.43 �._.... t{r
NOTE:- f
USE DATUM 934,73 FOR U.M,NO 36 ON ALL ELEY. 5TA.22.00 TO 5TA, I6.40 LT ff
FROM STA.419+17.4 SACK. SODDED DITCH REQ'D, 57Ai 16*10 y
USE DATUM 935,43 FOR BM,ND 36 FOR ELEY S
FROM STA 27400 AHEAD TO END OF PRO,1 CONST S.RO, LT. -f RT. '
STA. 415.00 TO STA. 41S•00 LT, STA 23-10 LT. f
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k
25 20
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&7
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STA. 412•00 TO STA. 4IS-00 RT,
GROUTED RUBBLE PAYED DITCH REgb, STA, 16 ^ RT
S TA, 21«O0 TO STA. rG*r0 REMOVE 1-24"C.P
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SOODED DITCH REQ'D.
. NET LENGTH OF CENTERLINE STA. .4tO,OO TO STA. 66+.10 *... 1907, 4. LIN._FT _. _._ _.._._ , .__._ __.. , _ ... ... _. _.. _
F® 91851 O.Y.
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EQUATION STA„418<1745K=STA.27.00AH,
`F4N ,
vf0.... .. m .ncx a lR ,- VC,
raex
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M' EQUATION ELEY, 926 S BK.* v ~m
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BENCH MARKS
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822-92 ia:W 0' I MIJ! 2 0 A �,--
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T - 336.14 FT
L - 62451 FT,
OUR 6 - LIRE) P,;, - S TA + 31,3
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STA 815+50. GROUTED RUBBLE PAVED DITCH REWD,
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820
825
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4
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STA 832400 TO 15+00 LT
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I
5TA.55E*!50 CULY. NO C-55-%0
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830
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mm