HomeMy WebLinkAbout1993 91-MM-1 .pdfINDEX OF SHEETS
i TITLE
2 TYPICAL SECTION -- Wsc. QUANrTIFS
3-5 PLAN & PROFILE
6-12 CROSS SECTIONS
TOTAL SHEETS = 12
=mTs
DESIGN DESIGNATION
A.D-T. 1991
A,D.T, 2011
D.H.V. 2011
D.
T.
V.
= 1300 (ASSUMED)
� 3500
= 625
60 - 40%
10%
45 MPH
ST CROIX COUNTY
fluffIrm''Is V31
PLAN OF PROPOSED WROVEMENTS
C# e omm
APOLLO ROAD - EINNICKINNIC RIVER
91 - =,NTNf- 1
--Wmwcmmm--
z
-7
PROJECT LOCATION
SCALE=AS NOTED
--walcmillift—
TOTAL NET LENGHT OF CEYMUNE = 549 MA
BEGIN PROJECT
---S�--9+00
91-MM-1
ST CROIX COUNTY HIGHWAY DEPARTMENT
DRAWN BYE S. A- s- I—,— — 'R I. TNT
C,T,H,'MM'
"m 91-MM-1
ST CRMX CMXrY HIGHVAY DEPARTM04T
man
tm. NONE
2 OF 12
VML NONE
4' TOPSOIL R SEW
VAR
rt
... -=m=m%727=m= . .....
................................
(JI
41 TOPSOIL SEED
...............
C�O�
7BrTUMINOUS
SURFACE
SURFA
r CRUSHED AM BASE
POINT REFERRED M ON PROFILE
12* DEPTH GRANULAR SUBBASE
TYPICAL FINISHED
SECTION
NOT TO SCALE
STANIDAM A9ef&W71M
ABANDON ARNO,
B/a
PAVEMENT
POINT OF CURVATURE
PAVT.
P.C.
UTIUMES
BOTTOM OF BANK
CENTERUNE CL.
POINT OF INTERSECTION
P.L
CENTRAL ANGLE V.
POINT OF TANGENCY
P.T.
RNSRFALLS ELECTRIC UTLMES
CONCRETE CONC.
PROPERTY LINE
P.L.
123 E. ELM Sl`.,RIVERFALI.3,WIS.
SINGLE AGE MT SURF
CONSTRUCTION CONST,
RADIUS
P,
TEUE. 425-8715
CORNER COR,
RAILROAD
PR
GENE KOLASNW
CRUSHED AGGREGATE BASE COURSE
COUNTY TRUNK HIGHWAY C.T.H.RIGHT
ORCULY,.
PJGHT-OF-WAY
FIT.
P.O.W.
(SHOULDER MATERIAL)
GREEK
ROAD
M
WSCONSIN BELL TELEPHONE
M CRUSHED AGGREGATE BASE COURSE
CULVERT
DEGREE OF CURVE O.
SECTION
SEC.
RIVERFALLS OFFICE
1-715-425-7261
FOOT (FEET) FT.
SOUTHEAST
SE,
PAT PUR04AK
GRANULAR SUBBASE
FOUNDATION FUN,
I.P.
SOUTHWEST
STATE TRUNK HIGHWAY
SW.
S.T.H.
IRON PIN
LEFT LID
STATION
STA.
ST CROIX VALLEY GAS
ORIGINAL GROUND
LENGHT OF CURVE IL
TOP OF BANK
T/8
RIVERFALLS.V4SCONSIN
1-715,-425-6177
MILE ML
UNDERGROUND
U/G
DUANE PETERSON
4.' TOPSOIL & SEEDING
NORTHEAST HE
NORTHWEST
OVERHEAD ELECTRIC
Nw,
OIL
X—Ak
DIGGERS HOTLINE
INDICATES AN AREA OF CAUTION -Imf
1-800--242-8511
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PROPOSED EDGE OF
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PROPOSED
EDGE, OF SHOULDER R Dx
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SLOPE
INTERCEPT
T- as
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5
925
PROPOSED CIE LINE, JR0
HAXOR RECONSTRUCTION
925
jtti�3�
u
—D
$
KM BEGIN
1[iNOR RECONSTRUCTION
-
920
R
AT STA 35+00
920
rR
915
915
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4
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910
TION
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910
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905
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900
900
$
SPECIAL DITCH SECTION
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TO MATCH NOR RECONSTRUCTION
FEFT — RIGHT
895
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2D+00
27+00
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29+00
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+40 3E+00
35+00
95+00