HomeMy WebLinkAboutF 1966.pdfNO. I TITLE
QUANTITIESNO, 2 TYPICAL CROSS SECTIONS
40. 3 ESTIMATE OF QUANTITIES
NO. 3 MISCELLANEOUS
r
. — RIGHT OF WAY PLAT
r AND PROFILETO STA. 27+00
N0,1040.75TANDARD DETAILS
N DRAINAGE
r'. - SECTIONS
HIGHWAYSTATE OF WISCONSIN
STATE
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PLAN AND PROFILE OF PROPOSED
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PLAN 9 INCH - 20 FT.
PROFILE HER, 1 IN, • 20 FT , VERT. I IN 2 FT,
END OF PROJECT T06-4(73) CROSS SECTIONS I IN- 5 FT, VERT I IN SFT.
W r,
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CULVERTS W PLACE—_ ...
..............
_.....�®�.
CULVERTS REQUIREO.,...,......
DROP INLET ............... .
.INf.....:...............`____..
' C•' WAY LIME
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POWER POLE ..... ,_.......... .,......,.
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OR TELEGRAPH POLE,.,—
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REFERENC£ASTAxE FOR;ti HUBS O.Z_',-p�
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MARSH .........................
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HEDGE.. --
= OR CITY LIMITS .�:rrw..
. --'-"""'
TREES.... ................
WAY OR P. E....._......
cv:c:: _:.; c:==
GROUND ELEVATfON__,
URVET LINE.,,_„_,.,
'A_-o-p-".
GRADE ELEVATION,,,,,
W.-
i
LAYOUT
SCALE 0 SAO 1300 2500
FEET
I[..m®�4..,. eaee
COFRRCTt y�
NET LENGTH OF CENTERLINE F
70TAL 2017 MI.— PROJECT T0289(5( I,628 M1. RURAL
0369 Ml MUNICIPAL
TOTAL. 0517 MI„®. PROJECT T06-4(7310.245 MI. MUNICIPAL
0272 MI. RURAL
TOTAL 2.534 MI.
w.[RCR
R@Rwu @R r�u.c wP.oa
STA. 2 +25 LT 2 1'
EXIST.CATCH BASIN
TO REMAIN IN PLACE
STA. 3+20 LT21'
EXIST. CATCH BASIN
TO REMAIN IN PLACE
LiT
REMOVE EXIST. Bib , bIJ1,FACt .1i � I
TO ALLOW FOR NEW 4*BITSURFACE. Yo lot I TO REMAIN IN PLACE
SEE TYR, SECTIONS R CROSS SECT J,I 0 1 i II t
STA, 2 +70 RT.34 FT 1-5 STA. 3+04 RT34'
EXIST. CATCH BASIN It, I
U.
i I X EXIST. CATCH BASIN BENCH MARKS
+T -T-
TO REMAIN IN PLACE I'- I I 6G, TO REMAIN IN PLACE NO. STA. DESCRIPTION ELEV
I
2 3120 FIRE HYDRANT LT 101.01
1 0+00 BRIDGE ABUT, N.E. COFt 100-00
NET LENGTH OF CENTERLINE STA,0+91 TO STA. 5+00 409
— LIN, FT.
--T-77
777— -77
77
---- --- -- 103
7=7�7= =7=
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ao°_1i p I( CO.NcSLAB TO BE
66
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30 3UTTE4--
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�m 39'C B Ggx PLACE
TO REMAIN 0\
1 �3T'RT. r1 'p, END GONST.
t 66666t i 11 f
99
30"CUR 9 PUTTER TO RE'AlN
__ __ .
_ _..._....___—__.
STA. 9*15 RT. 15' �[ f
ADJUST MANHOLE
II f
P.1. 9+50
AZ 180°06'
STA. 9+57 LT. 25'
EXIST. CATCH BASIN
56, ( TO REMAIN IN PLACE
STA. 9 + 5 4 LT 20'
I ADJUST MANHOLE
I a 91 E I
N I4
r 42' p E q�� &TORE
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TYPE D° 3OeNCH
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d 10 GONG. PAY`T IN PLACE
a SAK N.N.
0
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f STA. 10+95 RT 15
t STORE ADJUST MANHOLE
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NO
STA
DESCRIPTION,,.,_._
ELEV
2A
6+09
TOP OF HYDRANT 35 LT
102.66
3
9+45
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I03.81
STA I 18*16-19*14 LT STA19+38 LTI$ I C_R NO, 6 C78. NO. GA 3 LT Is I �[[T I MM
TYPE 5-H REDD. STA�20+SXAA t 1.0"14N 'u"Am PEM
STA 16+26 LT REMO E EXIST CURB 5 GUTTER ADJUST MANHOLE, TYPE 5-H REO'O. STA. 19 * 55 LT. 38' CONST. COM MT
CONST ENT TO RALRaAD ST FLCWLINE 113�83
Ql i I I STA. 19172 LT. 20'
6a 1 FLOWLINE- 10.73 TOP GONG. 113-00 ELT-02 8-9( 5—) L _7i/_?_j
C.B. NOS 1 Top CONC,- 112.90 INLET FROM C.B 6 - 110,96
STA.16+55 LT. TYPE 5-H REO'D. DISCH, EL.- mi.06
DISCHr TO C's 5 • 110 86
w CONST. ENT DEPTH •4AS DEPTH 4.31'
MOOS] STA. l8t98 UT 26'
E �j I
FLOWLINE - 113 Is BE
0 3d. STAA7+ 10 LT TOP CONC.-11255 z FUNERAL HOME
CONST ENT. INLET FROM CW61- 11054 STA. 19 +55 - 25k 40 LT. SCHOOL
99 R.R.TRA K DISCH.MM.H.® 11044 x
STA.17+ 1.25USH6 • INLET FROM C.B.7-11054 REMOVE EXIST CURB a GUTTER YARD
0 w IN
of I FORD GARAGE DEPTH - 4 47' z y END PROD. T0289(5)
mji 1 41' A I BEGPROJ TOG-4(73)
Ft I I STA.ZI+7Z US63-
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LENGTH OF CENTERONE 08. NO-7
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FLOWLINE - 113.50 STA19+20
REMOVE EXIST CONC.
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tIO,20 AS SHOWN. CON _—o
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A, DEPTH SrAot89T9 U.S, a BENCH MARKS
OW
60' HOUSE NOTE- STA.19+20 RT NO. STA. DESCRIPTION ELEV.
AT RAILROAD CROSSING CONST 30' DOM ENT V, W L
FROM 5'TO O� IN 6 17AL 80 CORNER 113 77
TAPER CURB 7 21+00 FIRE HYDRANT LT IIIS.99
FINAL 10'OF CURB AND GUTTER- I
NET LENGTH OF CENTERLINE 6+00 +00 473 L I N. FT
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16 426 +50 17 +22 +50 -------
POT STA.21+72 USK63 c 13. NO 9 1 STA 22 * 15 a k ZO LT.
STA, 0 +00 ISH. 02 I -TYPE 5-H REQ�- I ADJUST MANHOLE STA 25+64 LT 14� 66.1
STA 22+55 LT. 20 I ADJUST MANHOL
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DEPTH - A 47' CONST,ENT
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STA. DESCRIPTION ELEV�
SHEET AND PROFILE.
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8 25* 90 FIRE HYDRANT LT. 123,11
7 21 +00 FIRE HYDRANT LT 118 99'
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NET LENGTH OF CENTERLINE'6TA.21 +00 TO STA. 26+00 - 500 LIN, FT
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